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Environmental Assessment Report and Development Permit Application Virgin Islands Port Authority Virgin Islands Port Authority Cyril E. King Airport 8074 Lindbergh Bay St. Thomas, US Virgin Islands Prepared by: SLR International Corporation 1800 Blankenship Road, Suite 440, West Linn, Oregon, 97068 SLR Project No.: 241.031562.00002 September 26, 2025 Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 ii Table of Contents 1.0 Introduction ...................................................................................................................... 1 1.1 Name and Address of Applicant ......................................................................................... 1 2.0 Location of Project ........................................................................................................... 2 2.1 Location and Agency Review Map ..................................................................................... 2 2.2 Vicinity Map ........................................................................................................................ 3 3.0 Abstract ............................................................................................................................ 4 4.0 Statement of Objectives Sought by the Proposed Project ............................................ 4 5.0 Description of Project ...................................................................................................... 5 5.1 Summary of Proposed Activity ............................................................................................ 5 5.1.1 Early Activities .................................................................................................................... 5 5.1.2 Main Reconstruction & Renovation Activities ...................................................................... 7 5.1.3 Decommissioning Temporary Facilities .............................................................................. 8 5.1.4 Project Timeline.................................................................................................................. 8 5.2 Site Plans ........................................................................................................................... 9 5.2.1 Required Maps ................................................................................................................... 9 5.3 Project Work Plan ............................................................................................................... 9 6.0 Setting and Probable Project Impact on the Natural Environment ............................. 10 6.1 Climate/Weather............................................................................................................... 10 6.1.1 Prevailing Winds............................................................................................................... 10 6.1.2 Storm and Hurricanes ...................................................................................................... 11 6.1.3 Climate ............................................................................................................................. 11 6.1.4 Adverse Site Conditions ................................................................................................... 11 6.2 Landform Geology, Soils, and Historic Land Use.............................................................. 12 6.2.1 Geology Of St. Thomas .................................................................................................... 12 6.2.2 Geology of the Cyril K. Airport .......................................................................................... 12 6.2.3 Soil Profile ........................................................................................................................ 12 6.2.4 Historic Use ...................................................................................................................... 13 6.3 Drainage, Flooding, and Erosion Control .......................................................................... 14 6.3.1 Coastal Floodplain ............................................................................................................ 14 6.3.2 Peak Stormwater Flow Calculations ................................................................................. 15 6.3.3 Discuss Any Existing Stormwater Disposal Structures...................................................... 15 6.3.4 Discuss Proposed Stormwater Control Facilities .............................................................. 15 6.3.5 Discuss Maintenance Schedule for Stormwater Facilities ................................................. 15 Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 iii 6.3.6 Discuss Proposed Method of Land Clearing ..................................................................... 15 6.3.7 Discuss Provisions to Preserve Topsoil and Limit Site Disturbance .................................. 16 6.3.8 Discuss the Presence and Location of Any Critical Area(S) .............................................. 16 6.3.9 Discuss Erosion and Sediment Control Devices to Be Implemented ................................ 16 6.3.10 Discuss the Maintenance of Erosion and Sediment Control..................................... 16 6.3.11 Discuss the Impacts of Terrestrial and Shoreline Erosion ........................................ 16 6.4 Fresh Water Resources .................................................................................................... 17 6.5 Oceanography .................................................................................................................. 17 6.5.1 Tides and Currents ........................................................................................................... 17 6.5.2 Waves .............................................................................................................................. 19 6.5.3 Marine Water Quality ........................................................................................................ 20 6.6 Marine Resources (Tier 1 Only) ........................................................................................ 20 6.7 Terrestrial Resources ....................................................................................................... 20 6.8 Wetlands .......................................................................................................................... 20 6.9 Rare and Endangered Species ......................................................................................... 20 6.10 Air Quality......................................................................................................................... 21 7.0 Impact of the Proposed Project on the Human Environment ...................................... 22 7.1 Land and Water Use Plans ............................................................................................... 22 7.2 Visual Impacts .................................................................................................................. 22 7.3 Impacts on Public Services and Utilities ........................................................................... 22 7.4 Social Impacts. ................................................................................................................. 23 7.5 Economic Impacts ............................................................................................................ 23 7.6 Impacts of Historical and Archaeological Resources ........................................................ 24 7.7 Recreational Use .............................................................................................................. 24 7.8 Waste Disposal ................................................................................................................ 24 7.9 Accidental Spills ............................................................................................................... 25 7.10 Potential Adverse Effects Which Cannot Be Avoided ....................................................... 25 8.0 Mitigation Plans .............................................................................................................. 26 9.0 Alternatives to Proposed Action ................................................................................... 27 10.0 Relationship Between Short- and Long-Term Uses of Man’s Environment ............... 28 11.0 References ...................................................................................................................... 29 Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 iv Appendices Appendix A Development Permit Permit Application Forms Appendix B Project Timeline Appendix C Figures Appendix D Copy of Deed/Lease Appendix E Property Tax Clearance Letter Appendix F Certified List of All Property Owners Within a 150 Foot Radius of the Property Boundaries Appendix G Qualifications and Background of Designers, Engineers, and Other Professionals Involved with the Project Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 1 1.0 Introduction This Environmental Assessment Report (EAR) and attached Development Permit Application has been prepared for the Virgin Islands Port Authority (VIPA) for the proposed terminal reconstruction and expansion of the existing terminal for the Cyril E. King Airport, on the island of St. Thomas in the US Virgin Islands (USVI) “Project”. This EAR has been prepared for the Project to be consistent with the Department of Planning and Natural Resources Guidelines for Environmental Assessment Report for Major Land Projects in The Coastal Zone. The Government of The Virgin Islands of The United States Department of Planning and Natural Resources Development Permit Application Forms for the Project are included in Appendix A. and include the following:  Permit Application Form L&WD-2  Zoning Requirements Table Form L&WD-3  Major Project Summary Data Form L&WD-4)  Proof of Legal Interest Form L&WD-5  NFIP Flood Zone Designation Form L&WD-8 Other appendices prepared to support this EAR include the following:  Appendix B Project Timeline  Appendix C Figures  Appendix D Copy of Deed/Lease  Appendix E Property Tax Clearance Letter  Appendix F Certified List of All Property Owners Within a 150 Foot Radius of the Property Boundaries  Appendix G Qualifications and Background of Designers, Engineers, and Other Professionals Involved with the Project 1.1 Name and Address of Applicant Name of Applicant: Virgin Islands Port Authority Applicant Address: Post Office Box 301707, St Thomas, USVI 00803-1707 Facility Name: Cyril E. King Airport, St. Thomas, USVI Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 2 2.0 Location of Project VIPA is proposing terminal reconstruction of the existing terminal for the Cyril E. King Airport, on the island of St. Thomas in the USVI. The Project is located at 18.334853°, -64.971406°. The proposed Project area is located entirely within the airport property. The immediate Project area consists of existing structures, pavement, and landscaped vegetation. The proposed construction limits are highly disturbed from prior construction activities and on-going airport activities. The surrounding airport property can be categorized as mixed residential and commercial land use, and to the south are open waters, wetlands, and coastal resources. Within the proposed Project area, there are no undisturbed open lands nor any water features that would be impacted by Project activities. The Project will occur on Parcel 70 Estate Lindbergh Bay, St. Thomas, U.S. Virgin Islands 00802, Property ID No. 105104010100. 2.1 Location and Agency Review Map The following location map and agency review map depicts the Project location and jurisdiction line of the Department of Planning and Natural Resources, Division of Coastal Zone Management. Figure 2.1 Location and Agency Review Map, Project Areas are Highlighted in Blue Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 3 2.2 Vicinity Map Figure 2.2 Vicinity Map Showing the Project Area in Reference to Other Island Features, Project Areas are Highlighted in Blue Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 4 3.0 Abstract VIPA is proposing to reconstruct and expand the existing terminal building for the Cyril E. King Airport, on the island of St. Thomas in the USVI for modernization and efficiency of airport operations. 4.0 Statement of Objectives Sought by the Proposed Project The overall purpose of the proposed project is to improve service levels, increase efficient use of existing space and improve airport operations and long-term maintenance plans, while providing travelers with a safe, modern, comfortable and pleasant experience. The USVI is a marquee Caribbean destination showcasing sun-soaked beaches, breathtaking vistas, and a vibrant diverse culture. This Project is designed to enable the USVI to remain competitive in the global travel market, create a better experience for local and guest travelers and strengthen the USVI’s vital tourism industry. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 5 5.0 Description of Project 5.1 Summary of Proposed Activity The proposed Project will include reconstruction of the existing terminal building for the Cyril E. King Airport. Additionally, a small portion of the existing terminal building will need to be reconstructed demolished and rebuilt in place to support the second-floor departures lounge. The overall purpose of the proposed project is to improve service levels, increase efficient use of existing space and improve airport operations and long-term maintenance plans, while providing travelers with a safe and modern experience. To accomplish this reconstruction, permanent on-site changes to the terminal building are proposed, as well as several temporary activities and areas to be used during construction. Construction activities (early activities, main construction, and demolition of temporary facilities) and the different activities planned at each stage are provided in Appendix C. The proposed Project includes reconstruction of the existing terminal that was originally built in 1980-1990. The existing terminal building consists of approximately 281,000 square feet (sf) over two levels. The first floor consists of 230,447 sf and is occupied by the commuter departure passenger space, airline passenger ticketing/check-in desks, airline offices, security, immigration and customs areas, passenger gate waiting areas, baggage claim area and ground transportation and travel services desks. The second floor consists of 51,000 sf and supports office space. Most of the second floor was damaged during a 2017 hurricane and the area was partially demolished. A section of the second floor was under refurbishment, but this was halted. Also, the mezzanine is occupied by an air conditioning room and the Goddard Catering Group aircraft food preparation area. The overall physical footprint of the terminal building consists of 281,000 sf. The terminal has nine (9) gates that support both international and domestic traffic. The interior of the terminal is equipped with baggage handling, ticketing, security, and support facilities. Over the years, the existing terminal and its interior facilities have become inadequate and inefficient at serving passengers and the existing aircraft fleet and needs renovation and rehabilitation. A timeline for construction and phasing figures can be found in Appendix B. The proposed Project components include the following (see figures in Appendix C): 5.1.1 Early Activities To minimize disruptions to passenger travel and circulation during the reconstruction of the existing termina building, the proposed Project will begin with enabling activities that include establishment of temporary facilities and making minor improvements to support passenger and aircraft movement during construction. These activities include constructing temporary offices, a temporary modular building to accommodate domestic passengers, a temporary baggage handling facility, and laydown and staging areas. The enabling activities also include renovating an existing hangar building for use as a temporary commuter facility, providing adjacent vehicle parking, and making minor improvements to the adjacent aircraft apron and taxiway connector (see Figure A-5). A detailed description of the enabling activities is provided below. Enabling activities are anticipated to start in late 2025 with project completion anticipated within 49 months of the construction start date.  An existing hangar building located north of the airport terminal will be repurposed to temporarily accommodate additional flight operations during the terminal building renovation. The building, currently used by VIPA as a garage and storage facility, will be Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 6 adapted for this interim use. The western half of the hangar will be repurposed to serve as a temporary facility during renovation of the existing terminal . The hangar will house commuter operations, international flights and customs and border protection. Construction activities will be limited to the existing footprint of the hangar and will primarily involve interior improvements such as partition walls, flooring, and necessary facilities. Once construction is completed, the aforementioned operations will relocate to the completed temporary facility until the new permanent facility becomes operational. The temporary facility is anticipated to be in use for 40 months during the construction timeline.  A small grassy area west of the hangar will be utilized as parking for the temporary commuter wing. It will be gravel covered and sloped to allow drainage into the existing stormwater culvert located north of the apron. A sediment and erosion plan has been developed for this work.  Permanent pavement improvements will be made to the apron at the temporary commuter facility and to the adjacent Taxiway F. These improvements include the following: o Apron – Demolition of approximately 65 sf of existing apron pavement and construction of approximately 150 sf of new 14” concrete apron pavement, which will result in an overall increase of 85 sf in apron pavement. o Taxiway F Fillet – Approximately 700 square yards of 8” bituminous pavement of which 25% of the existing shoulder will be demolished and replaced. These improvements will result in 530 square yards of additional pavement.  Temporary domestic passenger facilities will be constructed on the existing aircraft apron, adjacent to the existing terminal. These facilities will consist of pre-manufactured modular units equipped with air conditioning, fire protection, plumbing, and structural design to meet hurricane wind load requirements for Category III exposure. These temporary facilities will be used by U.S.-bound passengers during construction of the terminal building. The temporary domestic passenger facilities are anticipated to be in use for 23 months during the construction timeline.  Aircraft parking spaces will be temporarily re-marked in accordance with the operational layout during terminal construction. The nine (9) existing jet aircraft parking positions will be reconfigured to optimize use of the existing apron for temporary ground boarding. No additional parking positions are proposed. A temporary passenger walkway will also be installed to ensure safe movement between the temporary holding room and the aircraft parking positions.  Temporary offices will be established to support operational construction activities. These will be located within the existing parking areas located east of Airport Access Road.  Temporary storage and laydown areas for the proposed construction will be developed on paved surfaces at three locations within Airport property. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 7  Temporary construction fencing will be installed to ensure clear demarcation of construction and operational areas.  A temporary baggage handling system facility will be constructed south of the existing terminal. 5.1.2 Main Reconstruction & Renovation Activities Once the enabling activities described above are completed, the construction contractor will begin renovation work on the existing terminal building. Portions of the existing terminal building will remain open during construction as necessary. The operations during construction will also be conducted from temporary facilities to be constructed in areas adjacent or within the existing terminal, as described above (Early Activities). Construction activities will be conducted following a phasing plan that allows for operations, tenants and vendors to relocate to active areas as different parts of the terminal undergo demolition and reconstruction. VIPA and SkyCity are working with the vendors on a phasing plan and schedule, to relocate their operations to temporary facilities, allowing them to provide services to passengers and airport employees during construction. Permanent changes to the existing terminal building include both interior and exterior construction activities to improve passenger circulation and experience. This would result in improved interior vertical circulation (including an exterior stair tower), an expanded 23,000 square-foot commuter wing, new baggage handling system, new administration office space, as well as a new central utility plant with cooling towers and emergency generators. Approximately 10,000 square feet of the terminal would be demolished to improve aircraft parking and aircraft movements areas, as a part of the overall Project. Improvements to the terminal would include nine new passenger boarding bridges (PBBs) on the airside to support passenger boarding and deplaning. The proposed Project would not increase the number of gates or result in changes that would change the type or number of aircraft operations. Improvements to the terminal would expand the overall footprint of the existing terminal by approximately 23,000 sf. The expanded footprint would be entirely on Airport property and on land that has been previously developed and paved for aeronautical use. The renovations and rehabilitation of the terminal are anticipated to take approximately 38 months. A description of the proposed permanent facilities and changes to the terminal include:  Demolition and removal of 10,000 sf of the existing terminal hold room due to soil issues and to meet current building code for the proposed second floor departures lounge.  Construction of a 23,000-sf new commuter wing to the south of the existing terminal which would result in a net increase of 23,000 sf to the terminal footprint once the proposed Project is completed.  Construction and installation of a new central energy plant above the new commuter wing that would include three (3) water cooled chillers, new transformers, and a new generator room. The associated cooling towers and diesel storage tanks will be located at grade level directly south of the new commuter wing.  Installation of up to nine (9) new PBBs at existing gate locations to improve passenger access/egress between the passenger terminal and aircraft. The proposed Project would not increase the number of gates or change the number or type of aircraft operations at the Airport. During the installation of each PBB, local apron traffic will be coordinated with airfield operations accordingly. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 8  The temporary apron striping used during the early activities described above would be removed. The apron would be re-striped to mark aircraft parking positions according to the location of the new PBBs.  Rehabilitation of the terminal interior, including first-floor ground improvements consisting of pressure injected grout to fill voids identified in the undocumented fill area from elevations 12 to 28 feet below grade. Additionally, first-floor foundation improvements will be installed to increase lateral stability using mat foundations and bracing of structural elements.  Renovation of building architectural features, mechanical, electrical and plumbing (MEP) systems, and roofing (second floor only) within the existing building envelope.  Interior rehabilitation and reconfiguration of interior spaces to accommodate for efficient operation and improve passenger experience on both the first and second floors.  Replacement of fire protection mains, stormwater mains, potable water and sanitary sewer pipes within the existing building and apron areas immediately impacted by terminal construction work. Localized utility work/trenching would be implemented to facilitate the replacement of the existing piping, as needed. The above listed activities will occur within the existing building footprints or within the paved apron. 5.1.3 Decommissioning Temporary Facilities Following the opening of the renovated Terminal Building, the contractor will decommission and remove the temporary facilities constructed for this Project. Based on the design and anticipated operations for the reconstructed facilities, it has been determined that the temporary facilities will not be needed for permanent use. These decommission and removal activities will include the temporary office spaces, baggage handling system, laydown area equipment, domestic facilities (i.e., the pre-manufactured modular units), and the temporary commuter wing and adjacent parking. All operations will be returned to the originally planned areas and temporary facilities will be decommissioned as applicable. In the gravel parking lot at the temporary commuter wing the gravel will be removed and the area will be reseeded. Silt fencing will be maintained until grass has been re-established in the area 5.1.4 Project Timeline The proposed Project is anticipated to mobilize late in the fourth quarter of 2025, starting with renovation of the existing hanger building to the north of the existing terminal. The entire proposed Project is anticipated to be completed within an approximate 49-month construction period. Regular workday operation is assumed to be 8 hours, Monday to Friday, however, work will include both night and weekend shifts as needed. Any work requiring interface with utility cutover or airside operations will be performed off-hours (9.00 p.m. to 5:00 a.m.) where warranted. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 9 5.2 Site Plans Site Plans are included in Attachment C and include the following:  Lot Layout (See Figure 2.1 above)  Positions of Structures (See Appendix B)  Floor Plans  Foundations  Project Elevations  Section Views  Erosion and Sediment Control Plan  Septic System/Wastewater Treatment The following items are not part of the proposed alternations and are therefore not shown.  Road Layout  Landscaping Plan  Stormwater Drainage and Stormwater Facilities 5.2.1 Required Maps  Recorded parcel map(s)/Registered Survey Map(s) – Included in Appendix C  Easements – There are no easements on or within 50 feet of the property line.  Official Zoning Map – Included in Appendix C  FEMA Flood Insurance Rate Map – See Section 6.3.1  Water Resources Map – See Section 6.4  Sediment Reduction Program Map – Included in Appendix C  Soil Survey – See Section 6.2.3 5.3 Project Work Plan The summary of proposed dates and stages for the Project are included as Appendix B. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 10 6.0 Setting and Probable Project Impact on the Natural Environment 6.1 Climate/Weather The Project will not have a measurable impact on climate or weather patterns. The project has been designed to meet Category V hurricane. 6.1.1 Prevailing Winds The USVI lie in the "Easterlies" or "Trade Winds" which traverse the southern part of the "Bermuda High" pressure area; thus, the predominant winds are usually from the east-northeast and east (IRF, 1977). These trade winds vary seasonally and are broadly divided into 4 seasonal modes: 1) December to February; 2) March to May; 3) June to August; and 4) September to November. Below are the characteristics of these modes as taken from Marine Environments of the Virgin Islands Technical Supplement No. 1 (IRF, 1977). December - February During the winter, the trade winds reach a maximum and blow with great regularity from the east-northeast. Wind speeds range from 11 to 21 knots about 60 percent of the time in January. This is a period when the Bermuda High is intensified with only nominal compensation pressure changes in the Equatorial Trough. The trade winds during this period are interrupted by "Northerners" or "Christmas Winds" which blow more than 20 knots from a northerly direction in gusts from one to three days. Such outbreaks average about 30 each year. They are created by strengthening of high-pressure cells over the North American continent, which, in turn, allow weak cold fronts to move southeastward over the entire Caribbean region. These storms are accompanied by intermittent rains, clouds, and low visibility. March - May During the spring, the trade winds are reduced in speed and blow mainly from the east. Winds exceed 20 knots only 13 percent of the time in April. The change in speed and direction is the result of a decrease of the Equatorial Trough. June - August Trade winds reach a secondary maximum during this period and blow predominantly from the east to east-southeast. Speeds exceed 20 knots 23 percent of the time during July. The trend for increasing winds results from the strengthening of the Bermuda High and a concurrent lowering of the pressure in the Equatorial Trough. Trade winds during this period are interrupted by occasional hurricanes. September - November During the fall, winds blow mainly from the east or southeast and speeds reach an annual minimum. Only seven percent of the winds exceed 20 knots in October. The low speeds result from a decrease in the Equatorial Trough. During this period, especially during late August through mid-October, the normal trade wind regime is often broken down by easterly waves, tropical storms, and hurricanes. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 11 6.1.2 Storm and Hurricanes There are numerous disturbances during the year, especially squalls and thunderstorms. These occur most frequently during the summer, lasting only a few hours and causing no pronounced change in the trade winds. A tropical cyclone whose winds exceed 74 miles per hour is termed a hurricane in the northern hemisphere and significantly affects the area. These hurricanes occur most frequently between August and mid-October with their peak activity occurring in September. The annual probability of a cyclone used to be one in 16 years (Bowden, 1974). However, more recent computer simulations of future hurricane intensity and precipitation as a result of a CO2-induced warming environment (global warming) predict increased intensity of rainfall (i.e., bigger storms that concentrate rain in time) for many areas of the world including the Atlantic basin (Knutson and Tuleya, 2004). Most recently (2017), the USVI and the Central Caribbean were hit with Hurricanes Irma and Maria, two major category storms within two weeks of each other. A Category One hurricane occurred in 2019. 6.1.3 Climate The average annual rainfall on St. Thomas is approximately 45 inches, ranging from 35 inches toward the eastern end of the island to more than 55 inches at the higher elevation to the west. Rainfall usually occurs in brief, intense showers of less than a few tenths of an inch and major rainfall events are associated with weather systems (USGS, 1998). The USVI have no sharply defined wet season. The wettest period generally is from September to November, and the driest period is from January to June (USGS, 1998). 6.1.4 Adverse Site Conditions Wind and Wave Direction The typical wind and wave patterns will not impact the proposed Project area as it is located entirely inland. Impacts on Recreational Water Users The proposed Project area is located entirely inland and will not affect recreational water users. Impacts of Abnormal Rainfall Events The majority of the proposed Project area is located within Flood Zone X, which is not a floodplain. The temporary commuter wing, located north of the runway, is within Floodplain AE. There will be no ground disturbance to the area as the existing building will be repurposed to serve as the temporary commuter wing while the new commuter wing is under construction. The adjacent runways and taxiways to the north are within Flood Zones AO and AE but are outside of the proposed Project area. The waters off the shoreline are Zone VE but are outside the proposed Project area. The only identified floodplain area within the Project area is that area north of the runway at the location of the existing hanger building which will be repurposed as a temporary commuter wing. The temporary parking for the commuter wing is within an area of potential coastal flooding. The parking area is being designed to drain into the existing drainage channel that runs along the north side of the apron. No new impervious area is proposed for this area. Although the terminal is within Flood Zone X, all inlets within the areas of construction will be protected so that if significant rains occur during borings or any of the other minor excavations, any sediment that is picked up by the rainfall will be stopped from entering the inlets and Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 12 discharging into the sea. No sediment or material associated with borings will be stored overnight on the pavement and during the activity, any soil placed on the pavement will be protected. Impacts of Wind and Wave Energy No construction is proposed in the marine environment as part of the Project. Impacts of Slopes and Drainage on Sediment Carrying Capacity and Impact. The Project Area is paved and graded to flow to the existing stormwater control features. Adverse impacts to the marine and terrestrial environment are not expected. 6.2 Landform Geology, Soils, and Historic Land Use 6.2.1 Geology Of St. Thomas The USVI are near the northeastern corner of the present Caribbean Plate, a relatively small trapezoidal-shaped plate that is moving eastward relative to the North and South American continents carried on the American plate. The arc of the Lesser Antilles is an active volcanic arc above a subduction zone in which the Atlantic oceanic crust of the American Plate is carried downward under the Caribbean Plate. The closest volcano to the Virgin Islands that is still active is Saba, about 160 kilometers to the east. St. Thomas is composed of stratified volcanic and volcaniclastic rocks with minor limestone of the Early Cretaceous to possibly the late Cretaceous Age (Donnelly 1966) The oldest rocks are submarine lavas (keratophyre and spilite), beds of volcanic debris, and chert. Associated intrusive rocks of the Water Island Formation is overlain by andesitic volcanic and volcaniclastic rocks of the Louisenhoj Formation which underlies the island of St. Thomas to the east and much of the northwestern portion of St. John. St. Thomas is characterized by an irregular coastline, numerous bays, steep, slopes, and small drainage areas. The topography is very mountainous and coastal plains are almost completely absent. 6.2.2 Geology of the Cyril K. Airport The airport property has been highly altered overtime. A large salt pond off of what was once called Mosquito Bay (Lindbergh Bay) was filled by the US Navy, portions of Cabritaberg Hill and Sara Hill were cut down, and the runway was filled out into the sea to a depth of nearly 90-feet. The shorelines facing the west have been filled and revetted and much of the shoreline of western Lindbergh Bay and the beach which spans the north of what is now called Lindbergh Bay has been altered by man. Most of the active airport is at an elevation of 16 feet above sea level. There are steep exposed rock cliffs to the east of the employee parking, taxi staging area, and rental car return where Cabritaberg Hill was cut down. During groundwater investigation in the General Aviation area, caliche fill material was common 10 feet below the surface and the Mosquito Bay Salt Pond, which was in the middle of the site to the north of Lindbergh Bay, was filled with granular dredge material (VIPORT 2025). 6.2.3 Soil Profile The predominant formations within the Project area are surficial man-made fill and alluvial deposits followed by a rock horizon pertaining to the Louisenhoj Formation. Surficial deposits are composed mostly of a mixture of silt, clay, sand, and gravel. These soils were found on the uppermost 20 to 30-feet. The Louisenhoj formation, which was met at a depth of about 25-feet Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 13 during geotechnical assessment of the area, is characterized by strongly cemented volcanic conglomerate, breccia, volcanic wacke, shale, andesite, basalt, tuff, and rare limestone (Jaca and Sierra). Bedding characteristics of the Louisenhoj formation are heterogeneous. The unit is dominated by thick beds of conglomerate typically interlayered with sequences of silt-to-sand- size grains in the rock The primary USGS soil types within the Project area are Urban land, Solitude gravelly fine sandy loam with 0 to 2 percent slope, and sandy beaches. Figure 6.2.3 Soil Map 6.2.4 Historic Use Originally known as Mosquito Bay, the airstrip was first developed in 1927. The facility was named after a nearby grassy swamp, which was renamed to Lindbergh Bay after Charles Lindbergh used it to land the Spirit of St. Louis. The airstrip remained in civilian use until it was purchased by the US government in 1935. The airstrip was renamed Bourne Field. The Bourne Field was composed of two 1,600 feet long unpaved runways used to train aviators of the US Marine Corps. In 1940, the US Navy ordered a major expansion of the base, which saw the extension and paving of the runways along with construction work to accommodate military accommodations. The base was made redundant following World War II and was handed over to US Department of the Interior to operate in 1946 for civilian use. After the transfer, the former hangar was converted into the civilian terminal and named after President Harry S. Truman. The airport was eventually renamed for former governor Cyril King in 1984. Construction of the current airport terminal began in 1980 and was completed in October 1990. The runway was extended from 4,200 feet to its present 7,000-feet length in 1992. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 14 6.3 Drainage, Flooding, and Erosion Control Stormwater at the site flows as sheet flow with the topographic gradient to stormwater inlets, pond, and ditches across the airport before discharging offsite. Stormwater from the Project Area discharges through Outfalls 1 and 2 to the Caribbean Sea. Stormwater flow patterns are illustrated in Appendix C. It is not anticipated that the Project will increase the area of impermeable surfaces on the site and therefore no increase in stormwater flow is expected. Stormwater collected on the airport site will be treated through industry standard best management practices (BMPs) to reduce pollutants and decrease the erosion potential. Therefore, as all storm water will be managed in accordance with applicable water quality criteria and the Project will not result in increased stormwater flows, the proposed Project will not result in indirect impacts to waters. Surface runoff will be managed as part of the stormwater system. During construction, appropriate BMPs will be implemented, which may include silt fences, rock check dams, and/or sediment traps. After construction, stormwater will be managed as required through the conveyance system(s) and employing appropriate BMPs where necessary. Planned BMPs include, but are not limited to the following:  Catch basins in the project area will be equipped with sediment fabric filters.  A sediment trap will be installed at the construction entrance.  Silt fencing will be installed around active areas of soil disturbance.  Any soil piles will be protected. There are no proposed alterations to the drainage patterns as part of the Project. 6.3.1 Coastal Floodplain The permanent features of the proposed Project area are located within Flood Zone X, which is not a floodplain. The temporary commuter wing, temporary parking and pavement improvements, all located north of the runway, are within Flood Zone AO, which is designated as an area having risk of shallow flooding during a base flood. There will be no ground disturbance to the temporary commuter wing as the existing building will be repurposed to serve as the temporary commuter wing while the new commuter wing is under construction. The new temporary parking lot will be located just west of the temporary commuter wing and will be entirely composed of permeable gravel laydown. The only identified floodplain area within the Project area which will have ground disturbance are the concrete improvement areas, which are extensions of the apron and taxiway for the temporary commuter wing. These areas are within Flood Zone AO. Given the small areas for these extensions (85 square feet for apron and 530 square yards for taxiway) with no changes in elevation anticipated, the proposed Project is not anticipated to negatively affect adjacent floodplains or greatly increase impermeable surfaces. The waters off the shoreline are Flood Zone VE and the wetlands located just south of the temporary commuter wing are within Flood Zones AE, but both are outside the proposed Project area. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 15 Figure 6.3.1 FEMA FIRMette 6.3.2 Peak Stormwater Flow Calculations The Project will not be impacting any drainage therefore peak flow calculations were not completed. 6.3.3 Discuss Any Existing Stormwater Disposal Structures A series of stormwater catch basins surround the terminal building to collect stormwater from the apron. The catch basins discharge offsite at Outfall 001. A map showing existing stormwater features is included in Appendix C. 6.3.4 Discuss Proposed Stormwater Control Facilities There are no proposed stormwater control facilities as part of the Project. 6.3.5 Discuss Maintenance Schedule for Stormwater Facilities Stormwater facilities are maintained according to the airport Stormwater Pollution Control Plan. 6.3.6 Discuss Proposed Method of Land Clearing No land clearing is proposed as part of the Project. A small grassy area adjacent to the north hangar will be graded to allow for gravel cover as this area will be used as a temporary parking lot for the temporary commuter wing. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 16 6.3.7 Discuss Provisions to Preserve Topsoil and Limit Site Disturbance Project work is only occurring in previously developed portions of the airport. Work will be completed primarily within the existing terminal envelope and will cause limited site disturbance. A temporary 25,000-sf. parking area will be created next to the temporary commuter wing. Minor grading will occur to promote drainage, and the area will be gravel covered. No topsoil removal is planned as part of the parking lot preparation. 6.3.8 Discuss the Presence and Location of Any Critical Area(S) Project work is only occurring in previously developed portions of the airport. There are no critical areas within the Project area. 6.3.9 Discuss Erosion and Sediment Control Devices to Be Implemented Appropriate controls will be employed to ensure environmental protection, which may include but not be limited to silt fencing, straw bales, filter cloth and/or sediment booms. Controls will be placed around the perimeter of any land disturbance areas to control sediment run-off during storm events. Fabric filters will be installed on all drainage features within and adjacent to the active construction areas. Sediment traps will be installed at construction entrances to control sediments. The control devices will be routinely inspected and maintained until the area is stabilized. The design, implementation, inspection and maintenance of sediment control features will conform to the requirements of the Project's Erosion & Sediment Control Standard, developed and implemented under the Airport Project Environmental and Social Management Plan (ESMP) for construction. Inlet protection will be used in all areas where borings or excavations will be done on the apron. 6.3.10 Discuss the Maintenance of Erosion and Sediment Control All sedimentation and erosion measures shall be maintained in good working order throughout the project; if a repair is necessary, it shall be initiated within 24 hours. Built up sediment shall be removed from silt fence when it has reached one-quarter the height of the silt fence. Silt fences shall be inspected regularly for depths of sediment and tears/damage to check if the fabric is securely attached to the fence posts and to verify that fence posts are firmly embedded in the ground or attached to the ground in areas of concrete. The sedimentation and erosion measures will be inspected on a weekly basis and after every one-quarter inch of rain. A maintenance inspection report shall be made after each inspection by the contractor and shall be kept in active log readily available at the job site. The site superintendent or construction manager shall be responsible for inspection, maintenance, repair activities, and completing the inspection and maintenance report. 6.3.11 Discuss the Impacts of Terrestrial and Shoreline Erosion Project work is only occurring in previously developed portions of the airport where stormwater control already exists to control erosion. The temporary parking area will be graded so that it does not result in terrestrial erosion by the use of gravel cover and minor sloping towards the existing drainage ditch along the apron. The Project should have a negligible impact on terrestrial erosion and no impact on shoreline erosion. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 17 6.4 Fresh Water Resources The Project will have no impact on freshwater resources. No aquifer was identified below the airport property. Geotech exploration indicates that ground water surface can vary within depths of 13 to 20 feet (Jaca and Sierra). Groundwater is not expected to be encountered during the limited subsurface work completed during the Project. Groundwater levels are expected to vary with tidal fluctuations and after prolonged rain events. Based on the scope of construction and planned controls impacts are not expected to the gut north of the runway. There are no wild and scenic rivers in proximity to the Project area or on the island of St. Thomas. Figure 6.4. National Wetland Inventory (NWI) Map for C.E King Airport 6.5 Oceanography No alterations to the seabed are proposed. The proposed Project is within upland areas of the existing developed property and will not impact tide and wave action in the adjacent bays. The proposed Project is land based and does not include in-water or water adjacent work. 6.5.1 Tides and Currents The USVI coastal areas are not subject to significant tidal ranges or tidal currents. Due to the small size of the islands, the sea flows around the island, causing an average tidal height of only a few inches and maximum change of only a little over a foot. The mean tides range from 0.8 feet to 1.0 feet, and the spring tidal ranges reach up to 1.8 feet (IRF 1977). Normal tidal ranges Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 18 may be greatly exceeded during storm conditions, however, when a combination of lower barometric pressure at the ocean surface and storm winds amplify the tidal crest. NOAA has a tide gauge in Charlotte Amalie and has recorded water levels since 1975. The high tide recorded on September 18, 1989, during Hurricane Hugo, was 3.35 ft and, during Hurricane Marilyn in 1995, the highest tide height 3.98 ft above the mean low water level. The lowest tide recorded was on February 6, 1985, and was -1.44 ft. The surface currents throughout the Caribbean are driven by the North Equatorial Current that runs through the islands west-northwest and then joins the Gulf Stream (Figures 6.5.1a and 6.5.1b). These currents change very little from season to season with the currents coming more from the south during the summer months. Because of the shallowness of the Caribbean basin, which is less than 1,000 meters, mainly surface water from the Atlantic flows through the islands. The westerly drift of the Caribbean current sweeps into Pillsbury Sound from the Southeast, seeking a way North through the barrier set up by the Cays to discharge along the North Shore of St. Thomas and out into the Atlantic. The current flows along the south side of St. Thomas in a westerly direction. Figure 6.5.1a Prevailing Currents in the Caribbean (IRF, 1975) Figure 6.5.1b Prevailing current in Thomas, IRF 1975. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 19 6.5.2 Waves The deep-water waves off St. Thomas are primarily driven by the northeast trade winds that blow most of the year (Figure 6.5.2). Waves average from one to three feet from the east, 42% of the time throughout the year (IRF, 1977). For 0.6% of the time, easterly waves reach 12 feet in height. The southeasterly swell with waves one to twelve feet high becomes significant in late summer and fall when the trade winds blow from the east or when tropical storms and hurricanes pass the islands at a distance to the south. During the winter months, long length, long period northern swells develop to a height of one to five feet. Figure 6.5.2 Wave Information for Station 61022 Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 20 6.5.3 Marine Water Quality The area of the Caribbean Sea to which the Project discharges (Territory Waterbody ID: VI- STT-53) is listed as impaired for aquatic life due to nutrient load per the US Environmental Protection Agency (EPA) WATERS Tool . A map showing stormwater flow from the airport is included in Appendix C. The proposed Project is not expected to impact marine water quality. Sedimentation and erosion control will be implemented during the development of the temporary parking area and inlet covers will be utilized near all work which penetrates the apron and may bring soil onto the pavement. 6.6 Marine Resources (Tier 1 Only) The Project as proposed has no marine components and no direct impact to the marine environment. The scope does not include work at the outfalls and is not expected to result in additional discharge from the existing stormwater system. The terminal project areas are separated from the sea by a large berm along the south side of the apron. The work at the north airfield only includes minor earth work that will be control with sediment controls. Earth work will be limited, and sedimentation and control will be implemented. No sediment laden runoff should reach the sea or bays. 6.7 Terrestrial Resources The Project area is within the paved airport area of operations and where there are no terrestrial resources or natural areas. The parking will be placed in a field which was previously maintained as a playing field but is now a fenced grassy area. 6.8 Wetlands No jurisdictional wetlands were identified within the Project area. The U.S. Army Corps of Engineers defines wetlands as "those areas that are periodically inundated or saturated by surface or groundwater at a frequency and duration sufficient to support and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, bogs, marshes and similar areas." (U.S. Army Corps of Engineers, 1986). There are no wetlands within the previously developed terminal area. The area is completely concreted. 6.9 Rare and Endangered Species A review of the Threatened and Endangered Species lists from both USFWS and NOAA indicated a total of twenty (20) protected species with potential to occur within or near the Project site. The proposed project will have No Effect on any of the listed species. FWS’s listed species include the West Indian manatee which occurs offshore and is rarely found in the USVI the onshore project will not have an effect. The roseate tern typically occurs offshore and should not be impacted by the terminal reconstruction. Virgin Islands tree boa requires areas with trees with interdigitation and not trees or any vegetation is present in the project area therefore there is no potential habitat for these snakes. There are listed marine species offshore. The project involves no impact to the marine environment, and only limited earthwork, and sedimentation and erosion control will prevent any sediment laden water reaching the marine environment. All work will be contained within the terminal area and its surrounding built and paved environment; no suitable habitat for listed species exists within the Project area. BMPs will be implemented to prevent indirect effects such as sediment and pollutant runoff from the Project Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 21 area during construction. Stormwater management and discharge will remain unchanged after construction of the Project. The proposed Project does not have potential to directly or indirectly affect natural terrestrial or marine systems during construction and operation, therefore will not negatively impact any federally protected species or any listed habitat, including critical habitat for those species. The proposed Project area does not contain habitat conducive to migratory birds, as all areas are in a built environment. Any migratory birds that fly over the Project area would likely avoid any construction disturbance as well as the greater Project area given its current status as an operational airport. The Wildlife Hazard Management Program is currently implemented to deter the presence of birds within the Project area or surrounding airfield. The entire Project area is on already disturbed land and/or established impervious surfaces, therefore it is not anticipated to have any impacts to migratory birds. 6.10 Air Quality St. Thomas, VI follows US EPA air quality standards and is classified as an attainment/ unclassifiable area for all National Ambient Air Quality Standards (NAAQS). The NAAQS is a regulatory program established by the US EPA under the Clean Air Act (CAA) designed to protect public health and the environment by setting allowable levels for six principal pollutants, known as criteria pollutants. Criteria pollutants include Carbon Monoxide (CO), Nitrogen Oxide (NOx), Particulate Matter (PM10 and PM2.5), and Sulfur Dioxide (SO2). The Project will comply with all applicable federal and territorial air quality standards, regulations and laws and obtain all necessary permits. During the temporary construction period, an array of cranes, and construction equipment will be used during construction operations, most likely consisting of both diesel and natural gas- powered engines. Road access to and from the airport will be via Airport Road. The number of estimated trips per year to bring material to the site will be 125-160 containerized material deliveries via trucks. The trucking route will be along Athneil C. “Addie” Ottley Drive, to Subbase Rd to Sara Hill Rd to Airport Road to a temporary laydown area east of main terminal building on the existing airport property. Temporary criteria pollutant emissions from haul route operations due to route distances and truck volumes will be minimal and will not affect the attainment status of St. Thomas and will not produce climate change impacts. There are no Class I areas on St. Thomas. The closest Class I area is the Virgin Islands National Park located on St. John, east of St. Thomas. The Park is located roughly 24 kilometers from the St. Thomas airport property. Based on the distance and prevailing wind direction (northeast) the minimal/ temporary emissions from the Project will not be a concern for maintaining the attainment status of the Virgin Islands National Park. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 22 7.0 Impact of the Proposed Project on the Human Environment 7.1 Land and Water Use Plans The terminal reconstruction will not change the existing land use. The property is zone P Public and airports are a use by matter of right under this designation. 7.2 Visual Impacts The terminal reconstruction will not create any adverse impacts to the aesthetics of the area. Construction is within existing developed areas. Work is primarily within the existing building footprints that characterize the current aesthetics of the area. No significant change to visual or aesthetics is anticipated as the overall terminal building height (50 feet 6 inches above ground floor level) and shape will be similar to what currently exists. There are no plans for additional outside lighting. Proposed lighting for the new terminal would be similar to other lighting at the airport and existing terminal building. The nearest residence is located over half a mile away (0.6 miles) northeast from the proposed Project area the view from this area will remain unchanged. Existing commercial buildings along the Lindbergh Bay Road already block the view to the beach from any low-lying residential area. For those homes on the hill, there will be a slight change but will not block views. There will be no significant change to the viewshed of the airport property. The proposed Project may change, to a small degree, the visual and aesthetic impact in the viewshed based on the addition of a modernized, new commuter wing extension to the current terminal building, which will feature design concepts that differ from the existing terminal. The temporary relocation of the commuter traffic will result in a parking area in a field which was previously used as a playing field and is now a grassy fenced lot This will result in a minor change to the view shed. Following construction this area will be restored. 7.3 Impacts on Public Services and Utilities This Project will have no ongoing impact on public services and utilities. The proposed Project will not change freshwater demands, sewage treatment and disposal, solid waste disposal, roads, traffic, parking, electricity, school, fire and police protection, or public health demands. Utility locates will be completed before excavation to identify specific locations of utilities. Utility investigation work has been completed as part of the pre-project evaluation and will continue throughout the Project. During the initial build out and temporary use of the temporary commuter wing there will be an increase in traffic along Julian Jackson Drive. A review of traffic volumes both current and forecasted increase based on moving the commuter operation to the North Airfield is ongoing. For initial management traffic will be accommodated through the installation of the temporary parking lot, 76 spaces. The following mitigation measures are proposed to avoid additional congestion on Julian Jackson Drive as a result of the temporary commuter operation from the north hangar: Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 23  No cars will be allowed to stop on the road in front of the commuter terminal for drop off or pick up. The signage to be installed will indicate that drop-off or pick up of passengers from the commuter terminal will be conducted from the adjacent parking lot.  VIPA and SkyCity will initiate discussion with the taxi association to ensure taxis are available for commuters, allocating specific parking spots for taxis within the parking lot.  Finally, shuttle service will be offered for passengers arriving to the commuter terminal that have connecting flights departing from the main terminal. Passenger and employee safety in the areas of the main terminal and parking garage will be accomplished through the installation of signage and protected walkways. A Vehicular Movement Analysis was completed to evaluate the relocation of offices to the parking garage and as a result the location of the temporary office area was selected and the safety measures such as a traffic control barrier were designed as part of the office relocation. Although the relocated offices will result in a temporary loss of parking spaces (~48) based on the Vehicular Movement Analysis Level 2 and Level 3 of the parking garage will still be available to staff and the public and are expected to accommodate the changes. With the 76 spaces being offered at the north parking lot to serve the commuter operation, it is not expected that the relocation of the offices to the parking garage constitutes a significant impact. During constructions activities only, there will be an increase in solid waste generation as detailed in Section 7.8, but the Project will not increase solid waste generation after completion. Disposal of solid waste is further discussed below in Section 7.8 7.4 Social Impacts. This project will not have any adverse social impacts either in the immediate area or on the entire island. The project will provide an updated terminal for VI residents and tourism flying in and out of the territory. 7.5 Economic Impacts The airports generate ongoing contributions to the USVI through employment, wages, business activity, and visitor spending, while capital development projects create additional one-time construction-related impacts. The modernization of Cyril E. King Airport will generate economic impacts related to the construction of infrastructure, which include jobs such as engineers, architects, project managers, electricians, and other construction labor, as well as construction-related spending on materials, fixtures, and equipment. Spending on construction (both on labor and materials) may occur within USVI or be imported from outside of the territory. The modernization of the airport is expected to facilitate direct employment of 790 job-years,1 with a direct income of $50.9 million. In addition to increased employment the project is expected to contribute an additional $51.6 million in direct gross domestic product (GDP) and $116.8 million in direct economic output, based on goods and services purchased in USVI during the construction period. Factoring in multiplier impacts across the USVI, the reconstruction of the two airports is anticipated to result in a cumulative total of 1,080 job-years, $65.5 million in income, $82.4 million in GDP, and $156.2 million in economic output. On 1 A job-year is equivalent to employment for one year (e.g., a job lasting six months would be equivalent to 0.5 job-years, and a job lasting three months would be equivalent to 0.25 job-years). Estimate calculated for construction work on STT and STX. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 24 average over the five years, nearly $24 million will be spent annually, supporting an annual total of 216 jobs per year and contributing $16 million to annual GDP.2 Day-to-day airport operations in the USVI support a wide range of jobs and businesses in aviation, security, retail, and ground services. This activity drives economic growth by generating employment and stimulating regional development. Upon completion of the airport redevelopment, the enhanced operations are anticipated to generate significant economic benefits, including the creation of new job opportunities to support the additional passengers arriving at the airports. Cyril E. King Airport facilitates the arrival of large numbers of tourists to the territory. The airports also contribute to the USVI’s economy through the spending of visitors arriving at the airports. The visitor spending impacts include all expenditures by air visitors on accommodation, food and drink, retail shopping, and scenic and sightseeing transportation while in the USVI. 7.6 Impacts of Historical and Archaeological Resources The project area is within an area which has been completely altered. There are no know resources listed or eligible for listing on the National Register of Historic Places (NRHP) with the Project Area; therefore, this Project is not anticipated to affect historical/ cultural resources. 7.7 Recreational Use The Project is completely within the airport property, which is a secured area with restricted public access, no recreational activities are allowed in the footprint and no recreational uses on adjacent property will be affected, particularly on the nearby beaches. 7.8 Waste Disposal The proposed Project will produce solid waste during demolition and construction. Waste materials will include drywall, insulation, steel, and concrete. Efforts will be made during demolition and construction work to divert waste from the landfill by means of segregation, reuse where possible, and recycling. Aside from construction waste, once operational, the terminal will produce solid waste similar to existing conditions, as there will be no changes to airport operations associated with this Project. This waste will be handled in the same manner that the existing terminal waste is handled. The Project will not result in any significant increase in operational waste compared to the existing terminal. The contractor will prepare a waste plan and will work with DPNR to obtain permits for the disposal of the construction waste as outlined below. The Project partners are in communication with the Virgin Island Waste Management Authority for waste disposal approval. The Bovoni Landfill Center is operating under USVI’s EPA-approved municipal solid waste landfill permit program, since 2019 and is subject to a judicial consent decree. Any waste sent to this landfill will comply with current landfill requirements. 2 Estimate for STT and STX reconstruction Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 25 Material Estimated Quantity (Tons) Planning Construction Debris ~15,000 Construction debris includes all materials that cannot be recycled due to local limitations/capabilities/costs and will therefore be sent to a landfill. This material includes composite materials, mixed plastics, wood/timber, drywall, and ceramic/vinyl flooring. Construction debris will be hauled to the Bovoni Landfill to the extent that capacity remains available. Construction debris that is unacceptable will need to be loaded and shipped to the U.S. mainland for legal process/disposal. Recycled Concrete ~10,000 All yielded concrete will be crushed and reused on-site for site concrete works. Recycled Steel ~2,500 All steel will be hauled to a local recycler for processing and reuse. Recycled Glass Minimal Glass will likely be treated as construction debris. Recycled Aluminum/Copper 5 Higher value metals will be hauled and sold to a domestic recycler. Recycled Major Equipment Minimal Removed and disposed as required 7.9 Accidental Spills The only potential hazardous material associated with the site will be fuel oils from the heavy machinery used for construction. Construction machinery used on the site will be kept in good repair and if spills do occur, they will be cleaned up according to EPA guidelines. The Project ESMP include a Chemical and Fuel Handling & Storage Standard which will be followed to control and respond to potential spills. 7.10 Potential Adverse Effects Which Cannot Be Avoided The project is terminal reconstruction of an existing terminal and most terminal reconstruction will be interior. The project area is highly disturbed and is within the active airport and no adverse effects to the natural environment are anticipated. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 26 8.0 Mitigation Plans Per 12 V.I.C. § 910 mitigation measures are required when needed to substantially lessen or eliminate any and all adverse environmental impacts of the development. Based on the evaluation as part of this EAR impacts associated with the project are expected to be negligible and the implemented ESMP is expected to provide sufficient mitigation to substantially lessen or eliminate any and all adverse environmental impacts of the development. The Project will follow a detailed ESMP for construction projects which includes a series of standard operating procedures (SOPs), and work instructions (WI) designed to protect the environment. Best management practices specifically for groundwater protection including spill prevention and control, surface erosion and sediment control, water quality testing prior to dewatering activities and waste management will be employed. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 27 9.0 Alternatives to Proposed Action Renovating existing resources minimizes overall impact of the Project. Alternatives to the proposed action, construction of a new airport facility, was found to unfeasible because there is no other property on St. Thomas that can accommodate an airport. The Project involves primarily internal and minor exterior reconstruction with minor impacts that can be almost entirely mitigated, and there are no other feasible alternatives that would achieve the Project’s objectives. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 28 10.0 Relationship Between Short- and Long-Term Uses of Man’s Environment The airport has not been significantly upgraded since 1989. The terminal was designed to accommodate 300,000 passengers per year; however, more than 1.65 million passengers used the terminal in 2022. The redevelopments will help alleviate congestion and long wait times at the airports, drive future tourism growth, and help USVI to remain competitive with other Caribbean destinations. The redevelopments will also improve service levels and capacity, modernize amenities and passenger experience, and enhance the resiliency and sustainability of the airport. Renovating existing resources minimizes overall impact to St. Thomas. Cyril E. King Airport Environmental Assessment Report and Development Permit Application September 26, 2025 SLR Project No.: 241.031562.00002 11.0 References Qualifications and background of Designers, Engineers, and Other Professionals Involved with the Project are included in Appendix G. Additional References within the EAR Jaca and Sierra, 2025. Final Geotechnical Report No. 3 Cyril E Kind Airport Renovations, St. Thomas, USVI. Island Resources Foundation. 1977. Marine environments of the Virgin Islands. Technical Supplement No.1 1976. Prepared for the Virgin Islands Planning Office. Bowden, M.J. et. Al., 1969. Climate, water balance and climatic change in the north-west Virgin Islands. Caribbean Research Institute, CVI, St. Thomas, Virgin Islands. Knutson, Thomas R. and Robert E. Tuleya 2004. Impact of CO2-Induced Warming on Simulated Hurricane Intensity and Precipitation: Sensitivity to the Choice of Climate Model and Convective Parameterization NOAA/Geophysical Fluid Dynamics Laboratory, Princeton, New Jersey Center for Coastal Physical Oceanography, Old Dominion University, Norfolk, Virginia. Journal of Climate 17(18): 3477-3495. Díaz, P.L., Aquino, Zaida, Figueroa-Alamo, Carlos, Vachier, R.J., and Sánchez, A.V., 1999, Water resources data Puerto Rico and the USVI, Water Year 1998: US Geological Survey Water-Data Report PR-98-1, 629 p. Donnelly,T. 1966. Geology of St. Thomas and St. John, USVI. In: Hess, H. (ed.) Caribbean geological investigations. Geol Soc. Amer. Mem. 98:85-176. Stephen E. Kesler, John F. Sutter; Compositional evolution of intrusive rocks in the eastern Greater Antilles Island arc. Geology 1979; 7 (4): 197–200. doi: https://doi.org/10.1130/0091- 7613(1979)7<197:CEOIRI>2.0.CO;2 Wave Information Study, https://wis.erdc.dren.mil/index.html VIPORT, A Historical Account of the Cyril E. King Airport, https://www.viport.com/cekastt Appendix A Development Permit Permit Application Forms Environmental Assessment Report and Development Permit Application Virgin Islands Port Authority Cyril E. King Airport SLR Project No.: 241.031562.00002 September 26, 2025 GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES DEPARTMENT OF PLANNING AND NATURAL RESOURCES DEVELOPMENT PERMIT APPLICATION FORM L&WD-2 PERMIT APPLICATION Date Received: _______________ Date Declared Complete: Permit Application No. Application is hereby made for an  Earth Change  Coastal Zone Permit 1. Name, mailing address, email address and telephone number of Applicant (person/entity with legal interest in the property, to which permit will be issued) 2. Name, title, mailing address and telephone number of Owner of property and Agent (if any) Owner of Property(s) Agent 3. Location of activity. Plot No. PIN No. Estate Island 4. Zoning District 4.a State type of Land Uses as specified in the VI Zoning Law, which are applied for (e.g., restaurant, hotel, single-family dwelling, etc.) 5. Name, mailing address, email and telephone number of project designer. 6. Summary of proposed activity. Include all incidental improvements such as utilities, roads, etc. (Use additional sheets if necessary). X Virgin Islands Port Authority PO Box 301707, St Thomas USVI 00803-1707 cdowe@viport.com 340-774-1629 Parcel 70 Lindbergh Bay 1-05104-0101-00 Public Public The proposed Project is reconstruction and expansion of the existing Terminal Build- ing and minor improvements at the north hanger including apron paving. John Trupiano john.trupiano@corgan.com 401 North Houston Street, Dallas, TX 75202 214-748-2000 Virgin Islands Port Authority PO Box 301707, St Thomas, VI 00803-1707 340-774-1629 Lindbergh Bay St Thomas FORM L&WD-2/PERMIT APPLICATION CONT'D 7. Date activity is proposed to start ; be completed 8. Classification of minor or major permit. Check one:  Minor Permit Application  Major Permit Application State below which criterion applies in making above check. 9. Application is hereby made for a permit to authorize the activities described herein. I agree to provide any additional information/data that may be necessary to provide reasonable assurance or evidence to show that the proposed project will comply with the applicable territorial water quality standards or other environmental protection standards both during construction and after the project is completed. I also agree provide entry to the project site for inspectors from the environmental protection agencies for the purpose of making inspection regarding this application and that to the best of my knowledge and belief, that such information provided herein, is true, complete and accurate. I further certify that I possess the authority to undertake the proposed activities. Signature of Applicant or Agent (if not owner) Date Sign Print Signature of Owner(s) (Required) Date Sign Print Sign Print FOR DEPARTMENT USE ONLY Inspector Record Date Inspected:  Application Approved  Application Disapproved Inspector's Remarks: Inspector Date Commissioner, Planning & Natural Resources Date 4th Q 2025 4th Q 2029 X Improvements to existing structure more than $52,000 Carlton Dowe 09/30/2025 GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES DEPARTMENT OF PLANNING AND NATURAL RESOURCES DEVELOPMENT PERMIT APPLICATION FORM L&WD-3 ZONING REQUIREMENTS TABLE The following table shall be completed by the applicant with entries as appropriate for the zoning district in which the activity is taking place. Not all the requirements will necessarily apply to a particular zone. Consult the Zoning Law for guidance. Applicants Name: Signature: Date: Location of Activity (Plot No.): Estate: Zoning District: 1. Proposed use (residential etc.) 2. Accessory use if any 3. Number of onsite parking spaces: Existing Proposed 4. Area of lot: ft2 acres 5. Area covered by existing buildings ft2; Area covered by proposed buildings ft2 6. Total area of disturbance (includes footprint of all buildings, structures and parking areas) ft2 7. Setback of building from street property line: Required ft. Proposed ft. 8. Side yard setback: Required ft. Proposed ft. 9. Rear yard setback: Required ft. Proposed ft. 10. Height of building: ft. Stories 11. Lot width at street line (ft.) 12. Area of usable open space: ft. % of lot 13. Persons per acre ratio 14. Floor area ratio 15. Number of onsite parking and loading spaces 16. Building setback (yards 11, W-2 only) FOR DEPARTMENT USE ONLY Inspector: Date: Permit Application No. Virgin Islands Port Authority 1-05104-0101-00 Lindbergh Bay None >500 76 272.95 ~500,000 No Change ~250,000 NA NA NA NA NA NA 2 NA NA NA NA NA NA NA 50’-6” Public -- October 1, 2026 P GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES DEPARTMENT OF PLANNING AND NATURAL RESOURCES DEVELOPMENT PERMIT APPLICATION FORM L&WD-4 MAJOR PROJECT SUMMARY DATA Section I. Applicant 1. Name, address and telephone number of applicant. 2. Name, address and telephone number of owner of Property and of developer. Section II. Summary of Proposed Development 3. Describe the proposed development Section III. Description of Proposed Development 4. Name of development 5. Plot No. 6. Zoning District: 7. PWD Map No. 8. Proposed use (residential, etc. as listed in Zoning Law): 9. Accessory use if any Same as applicant ` The proposed Project is reconstruction and expansion of the existing Terminal Build- ing and minor improvements at the north hanger including apron paving. Cyril E. King Airport Parcel 70 Estate Lindbergh Bay P NA No change NA Virgin Islands Port Authority PO Box 301707, St Thomas USVI 00803-1707 cdowe@viport.com 340-774-1629 FORM L&WD-4 MAJOR PROJECT SUMMARY DATA Cont'd 10. Area of Lot(s) (acreage) 11. Area covered by existing buildings (sq. ft.) 12. Area covered by proposed buildings (sq. ft.) 13. Floor area total 14. Floor area ratio (B-1, B-2 zones only) 15. Number of buildings 16. Number of units total Person Persons 17. Schedule of units: Efficiencies x 1.5 Unit - 1 bedroom x 2 - 2 bedroom x 3 - 3 bedroom x 4 - Other x - Total Persons 18. Number of on-site parking and loading spaces 19. Maximum building height (stories/ft) 20. Adjoining property land use(s) 21. Setback of building from street property line (ft.) 22. Side yard setback (ft.) 23. Rear yard setback (ft.) 24. Density (person/acre) 25. Area of usable open space (sq. ft. % of lot) 272.95 500,000 No Change No Change NA No Change NA -- -- -- -- -- -- NA 2 stories Mixed residential housing, commercial, industrial, and institutional areas NA NA NA NA NA FORM L&WD-4 MAJOR PROJECT SUMMARY DATA Cont'd Section IV. Comments 26. Proposed Potable Water Supply (method & quality estimate gal/day) 27. Proposed Sewage Treatment (method & quality estimate gal/day) 28. Proposed Solid Waste Disposal (method & quality estimate lbs/day) 29. Proposed Electrical Supply (method & demand estimate KWH for single & 3 phase) 30. Air Conditioning (method & demand estimate (KWH) 31. Other Utilities 32. Other Section V. 33. Will the development extend onto or adjoin any beach tidelands, submerged lands or public trust lands? 34. Will the development maintain, enhance or conflict with public access to the shoreline and along the coast? 35. Will the development protect or provide moderate income housing opportunities? Will it displace moderate income housing? 36. How will the development affect traffic on the coastal access roads? Signature of owner or authorized agent Date No Change, Virgin Islands Water and Power Authority No Change, VIWMA Wastewater Treatment Facility No Change, Bonovi Landfill Center. Construction estimate 15,000 tons of construction debris No Change, Virgin Islands Water and Power Authority NA NA The project is the renovation of the public airport and will have no impact on public housing There will be an increase in traffic during the renovations to the facility with workers Parcel 70 adjoins the shoreline to the west. The proposed project will not result in any change to the shoreline. The airport property is a secure facility and there is no public access to the shoreline within in the facility coming to the job site as well as during the delivery of materials. A traffic plan will be developed which will maintain access to the facility and surrounding properties. 09/30/2025 (Form L&WD-8) 1:08:96 Flood Plain Determination and Permit Application To be completed by all applicants l. Owner: Mailing Address: Home Tel. #: Business Tel. #: Cellular #: 2. Designer: Lic. #: Tel. #: Cellular#: 3. Plot #: Estate: Quarter: Flood Zone Designation: If your flood zone designation is Zone A, AE, AO, Al-30, A99, V, VO, Ve or Vl-V30 as shown on the NFIP FIRM Map, then complete this section. *****************************NFIP Flood Zone Designation************************************* 1. Type of development: l or 2 Family dwelling ( ) Mobile Home ( ) Non-Structural ( ) 3 Family or more, Apartment or Condo Structure ( ) Non- Residential Structure: ( ) Commercial Structure (X ) New Construction ( ) Non-Structural ( ) Addition to Structure ( ) 50% Substantial Improvement of Existing Structure ( ) Description of Activity 2. Base F1ood Elevation at the Development Site is ft. above mean sea level (msl). 3. Elevation of the First F1oor, Basement or F1ood proof level for proposed structure is .ft. 4. Describe the Non Structural Activity i.e. septic tank, waste water treatment plants etc. (including the location and development: 5. Attach a certified copy of site plan (8.5” x 11) showing Base Flood Elevation. See sample attached. FOR OFFICE USE ONLY Is the property located in an identified Flood Hazard Area? ( ) YES ( ) NO NFIP Zone Designation: Forward to Flood Plain Manager: ( ) YES ( ) NO Application: APPROVED ( ) DENIED ( ) RESUBMIT ( ) Plan Reviewer Name: Signature: Date: Virgin Islands Port Authority PO Box 301707, St Thomas, USVI 00803-1707 340-774-1629 70 Lindbergh Bay Southside X and AO John Trupiano 214-748-2000 -- -- The proposed Project is reconstruction and expansion of the existing Terminal Building and minor improvements at the north hanger including apron paving. X No proposed structure Not Applicable 8-18 Appendix B Project Timeline Environmental Assessment Report and Development Permit Application Virgin Islands Port Authority Cyril E. King Airport SLR Project No.: 241.031562.00002 September 26, 2025 STT – CONSTRUCTION PHASING TIMELINE 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Mobilization & Fencing Works Mobilization & Site Setup Key Staff, equipment and sub-contractors will be mobilized. Temporary offices, welfare facilities, storage areas and laydown for construction team will be put in place before start of construction. Construction Fencing Works Construction Fencing will be erected ensuring clear demarcation of Construction & Operational Areas 3 Months (M0 to M3) Early Works Build Temp. Commuter Wing & Facilities in Existing Garage The hangar on the northern side of the terminal will be repurposed as a temporary commuter wing. In addition, temp. facilities will be constructed in the existing garage for relocation of departments, optimizing space and functionality during the construction phase. Moreover, early procurement of Long Lead Items shall start. 4 Months Phase 1 New Commuter Wing Start construction of the new commuter wing building including foundations, structural elements, building envelope, architectural features, and MEP systems. Terminal Building – Level 2 & CUP Construction works in Level-2 of the terminal building and CUP including structural, architectural & MEP systems. Temp. Domestic Facilities Construction of the Temporary Domestic Facilities including required structural elements, building envelope, architectural features, and MEP systems. 20 Months (M4 to M23) New Aircraft Parking Plan & PAX Walkway Marking of aircraft parking spaces in accordance with temp layout plan, and PAX walkway to be constructed to implement parking plan and passenger flow. Ticket Counter & Department Relocation Relocation of Ticket Counters and Departments to temp. locations. 2.5 Months (M2 to M4) Phase 2 Terminal Building – Level 1 & Level 2 (Grid: D-N/10-18) Demolition and construction works in Level-1 & Level 2 of Terminal Building after relocation of Ticket Counter and Departments. 19 Months (M4 – M23) Phase 4 Removal of Temp. Domestic Facility & Reconfigure Commuter Wing to Final Layout Removal of Temp. Domestic Facility & Final configuration of the New Commuter Wing Building 5 Months (M44 to M48) Early Works Phase 1 Phase 2 Phase 3 Phase 3 Terminal Building – Level 1 & Level 2 (Grid F-T / 1-25) Demolition & construction works in existing structure, including foundation, structural, building envelope, architectural, and MEP works in the terminal building Level-1(Grid-5 to Grid-14) & Level-2. Continue construction works in Level-2 of the terminal building including structural, roofing, architectural & MEP systems. Testing & Commissioning of Equipment & MEP&T Systems Terminal Building – Baggage Arrival Area Construction works to existing structure, including foundation, structural, architectural, and MEP works will take place in the terminal building. CBIS/CBRA –BHS & Screening System – Level 1 Installation, Testing & Commissioning of CBIS/CBRA Area Screening Devices & BHS System International and TSA BHS & Screening System Installation, Testing & Commissioning of Screening & BHS System 20 Months (M24 – M43) ORAT Operational Readiness & Airport Transfer Training, Operational Trials, Passenger Stimulation & Handover to Airport Authority 30 Days (M44) Construction Start ORAT – Temp. Config. Operational Readiness & Airport Transfer Training, Operational Trials, Passenger Stimulation & Handover to Airport Authority 7 Days (M23) Phase 4 Final Inspection & Demobilization Final, Inspection, Rectification, Removal of North Airfield Operations & Garage Build-Out, Documentation and Demobilization. 3 Month (M49 to M51) Construction Complete 8 East Broadway Suite 320 Salt Lake City, UT 84111 MXD: C:\USERS\CDICKES\ONEDRIVE - SLR CONSULTING LIMITED\SHAREPOINT PROJECT LINKS\NEPA\USVI AIRPORT REDEVELOPMENT\NEPA_ENVIRONMENTAL\GIS_ENV\03-MXDS\STT_FIGURES_ADDITIONAL_07_2025\STT_FIGURES_ADDITIONAL_07_2025.APRX DATE SAVED: 8/19/2025 Airport Overview & Project Area FIG. A-1 SCALE DATE Virgin Islands Port Authority COPYRIGHT SLR CONSULTING - 2025 ± 0 700 Feet 1:8,400 Cyril E. King Airport Reconstruction Project Legend Property Boundary Project Area Source: Maxar 9/26/2025 241.031562.00002 8 East Broadway Suite 320 Salt Lake City, UT 84111 MXD: C:\USERS\CDICKES\ONEDRIVE - SLR CONSULTING LIMITED\SHAREPOINT PROJECT LINKS\NEPA\USVI AIRPORT REDEVELOPMENT\NEPA_ENVIRONMENTAL\GIS_ENV\03-MXDS\STT_FIGURES_ADDITIONAL_07_2025\STT_FIGURES_ADDITIONAL_07_2025.APRX DATE SAVED: 8/19/2025 FIG. A-2 SCALE DATE COPYRIGHT SLR CONSULTING - 2025 ± 0 175 Feet 1:2,100 Permanent Demolition Existing Main Terminal Building to Remain Cooling Towers, Generator and Fuel Tanks New Commuter Wing Temporary Offices Temporary Laydown Areas Temporary Laydown Area & Offices/Sky City Office Chillers Internal (Second Floor) Temporary Commuter Wing further Northeast Temporary Domestic Facilities Temporary Baggage Legend Property Boundary Permanent Facilities Permanent Demolition Existing Main Terminal Chillers (Internal) Cooling Towers, Generator and Fuel Tanks New Commuter Wing Pavement Improvements Temporary Facilities Temporary Laydown Areas Temporary Offices Temporary Laydown and Office Temporary Baggage Temporary Domestic Facilities Temporary Commuter Wing Parking Area Temporary Commuter Wing Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Total Construction Activities Virgin Islands Port Authority Cyril E. King Airport Reconstruction Project Temporary Commuter Wing Apron Pavement Improvements Temporary Commuter Wing Parking Area Taxiway Pavement Improvements 9/26/2025 241.031562.00002 8 East Broadway Suite 320 Salt Lake City, UT 84111 MXD: C:\USERS\CDICKES\ONEDRIVE - SLR CONSULTING LIMITED\SHAREPOINT PROJECT LINKS\NEPA\USVI AIRPORT REDEVELOPMENT\NEPA_ENVIRONMENTAL\GIS_ENV\03-MXDS\STT_FIGURES_ADDITIONAL_07_2025\STT_FIGURES_ADDITIONAL_07_2025.APRX DATE SAVED: 9/18/2025 FIG. A-3 SCALE DATE COPYRIGHT SLR CONSULTING - 2025 ± 0 175 Feet 1:2,100 Permanent Demolition Existing Main Terminal Building Temporary Offices Temporary Laydown Areas Temporary Laydown Area & Offices/Sky City Office Temporary Commuter Wing further Northeast Existing Baggage Claim Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community, Maxar Construction Activities - Early Activities Virgin Islands Port Authority Cyril E. King Airport Reconstruction Project Temporary Commuter Wing Apron Pavement Improvements Temporary Commuter Wing Parking Area Taxiway Pavement Improvements Temporary Commuter Wing Temporary Commuter Wing Parking Area Temporary Laydown and Office Temporary Offices Temporary Laydown Areas Temporary Facilities Pavement Improvements Existing Main Terminal Permanent Demolition Permanent Facilities Property Boundary Legend 9/26/2025 241.031562.00002 8 East Broadway Suite 320 Salt Lake City, UT 84111 MXD: C:\USERS\CDICKES\ONEDRIVE - SLR CONSULTING LIMITED\SHAREPOINT PROJECT LINKS\NEPA\USVI AIRPORT REDEVELOPMENT\NEPA_ENVIRONMENTAL\GIS_ENV\03-MXDS\STT_FIGURES_ADDITIONAL_07_2025\STT_FIGURES_ADDITIONAL_07_2025.APRX DATE SAVED: 8/19/2025 FIG. A-4 SCALE DATE COPYRIGHT SLR CONSULTING - 2025 ± 0 175 Feet 1:2,100 Existing Main Terminal Building to Remain Temporary Commuter Wing Temporary Commuter Wing Parking Area Approximate Distance 1500 ft Legend Property Boundary Permanent Facilities Existing Main Terminal Temporary Facilities Temporary Commuter Wing Parking Area Temporary Commuter Wing Maxar Construction Activities - Location of Temporary Commuter Wing Virgin Islands Port Authority Cyril E. King Airport Reconstruction Project 9/26/2025 241.031562.00002 8 East Broadway Suite 320 Salt Lake City, UT 84111 MXD: C:\USERS\CDICKES\ONEDRIVE - SLR CONSULTING LIMITED\SHAREPOINT PROJECT LINKS\NEPA\USVI AIRPORT REDEVELOPMENT\NEPA_ENVIRONMENTAL\GIS_ENV\03-MXDS\STT_FIGURES_ADDITIONAL_07_2025\STT_FIGURES_ADDITIONAL_07_2025.APRX DATE SAVED: 9/19/2025 FIG. A-5 SCALE DATE COPYRIGHT SLR CONSULTING - 2025 ± 0 60 Feet 1:760 Temporary Commuter Wing West half of existing hangar building to be repurposed as Temporary Commuter Wing. All construction associated with the temporary commuter wing is restricted to interior walls. Existing Hangar Building Estimated location of interior walls Temporary Commuter Wing Parking Area Apron Pavement Improvements Taxiway Pavement Improvements Taxiway F Source: USACE. Imagery from 2016-2017. Construction Activities - Temporary Commuter Wing Layout Virgin Islands Port Authority Cyril E. King Airport Reconstruction Project Property Boundary Temporary Commuter Wing Hangar Space Temporary Commuter Wing Parking Area Legend Pavement Improvements 9/26/2025 241.031562.00002 8 East Broadway Suite 320 Salt Lake City, UT 84111 MXD: C:\USERS\CDICKES\ONEDRIVE - SLR CONSULTING LIMITED\SHAREPOINT PROJECT LINKS\NEPA\USVI AIRPORT REDEVELOPMENT\NEPA_ENVIRONMENTAL\GIS_ENV\03-MXDS\STT_FIGURES_ADDITIONAL_07_2025\STT_FIGURES_ADDITIONAL_07_2025.APRX DATE SAVED: 8/19/2025 FIG. A-6 SCALE DATE COPYRIGHT SLR CONSULTING - 2025 ± 0 175 Feet 1:2,100 Cooling Towers, Generator and Fuel Tanks New Commuter Wing Chillers Internal (Second Floor) Existing Main Terminal Building 1st & 2nd Floors Existing Baggage Claim Temporary Domestic Facilities Temporary Baggage New Aircraft Parking & Passenger Boarding Bridges New Aircraft Parking Temporary Domestic Facilities Temporary Baggage Temporary Facilities New Commuter Wing Cooling Towers, Generator and Fuel Tanks Chillers (Internal) Existing Main Terminal Permanent Facilities Property Boundary Legend Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Construction Activities - Main Construction Virgin Islands Port Authority Cyril E. King Airport Reconstruction Project 9/26/2025 241.031562.00002 8 East Broadway Suite 320 Salt Lake City, UT 84111 MXD: C:\USERS\CDICKES\ONEDRIVE - SLR CONSULTING LIMITED\SHAREPOINT PROJECT LINKS\NEPA\USVI AIRPORT REDEVELOPMENT\NEPA_ENVIRONMENTAL\GIS_ENV\03-MXDS\STT_FIGURES_ADDITIONAL_07_2025\STT_FIGURES_ADDITIONAL_07_2025.APRX DATE SAVED: 9/18/2025 FIG. A-7 SCALE DATE COPYRIGHT SLR CONSULTING - 2025 ± 0 175 Feet 1:2,100 Cooling Towers, Generator and Fuel Tanks New Commuter Wing Temporary Offices Temporary Laydown Areas Temporary Laydown Area & Offices/Sky City Office Chillers Internal (Second Floor) Existing Main Terminal Building 1st & 2nd Floors Existing Baggage Claim Temporary Domestic Facilities Temporary Baggage New Aircraft Parking & Passenger Boarding Bridges X X X X X X Source: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community, Maxar Construction Activities - Decommission of Temporary Facilities Virgin Islands Port Authority Cyril E. King Airport Reconstruction Project Temporary Commuter Wing Apron Pavement Improvements Temporary Commuter Wing Parking Area Taxiway Pavement Improvements X X Temporary Commuter Wing Temporary Domestic Facilities Temporary Baggage Temporary Laydown and Office Temporary Office Temporary Laydown Areas Temporary Facilities New Commuter Wing Cooling Towers, Generator and Fuel Tanks Chillers (Internal) Existing Main Terminal Permanent Facilities New Aircraft Parking Property Boundary Legend XX Temporary Facility Removal Temporary Commuter Wing Parking Area Pavement Improvements 9/26/2025 241.031562.00002 8 East Broadway Suite 320 Salt Lake City, UT 84111 MXD: C:\USERS\CDICKES\ONEDRIVE - SLR CONSULTING LIMITED\SHAREPOINT PROJECT LINKS\NEPA\USVI AIRPORT REDEVELOPMENT\NEPA_ENVIRONMENTAL\GIS_ENV\03-MXDS\STT_FIGURES_ADDITIONAL_07_2025\STT_FIGURES_ADDITIONAL_07_2025.APRX DATE SAVED: 8/15/2025 Post-Construction Rendering FIG. A-8 SCALE DATE Virgin Islands Port Authority COPYRIGHT SLR CONSULTING - 2025 Cyril E. King Airport Reconstruction Project 9/26/2025 241.031562.00002 Appendix C Figures Environmental Assessment Report and Development Permit Application Virgin Islands Port Authority Cyril E. King Airport SLR Project No.: 241.031562.00002 September 26, 2025 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH TRAVEL DISTANCE TAG PATH ID 101 TRAVEL DISTANCE TAG 45 EXIT LOAD OCCUPANCY CLASSIFICATION LEGEND FEC TRAVEL DISTANCE FEC LEGEND FECX-X FIRE EXTINGUISHER TAG FIRE EXTINGUISHER ID FIRE CLASS FIRE EXTINGUISHER MOUNT T001 T002 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 1396 20936 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-3) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 53 5242 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-3) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 4 585 SF 150 BUSINESS BUSINESS (B) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 71 4234 SF 60 MERCANTILE MERCANTILE (M) No. T T006 T004 T003 T005 T007 T008 T009 T010 T011 T012 T013 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 62 9232 SF 150 BUSINESS BUSINESS (B) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 178 17798 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-3) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 35 5165 SF 150 BUSINESS BUSINESS (B) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 15 2148 SF 150 BUSINESS TSA SUPPORT No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 10 2791 SF 300 AIRPORT TERMINAL - BAGGAGE HANDLING STORAGE (S-2) No. T FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 12 1759 SF 150 BUSINESS BUSINESS (B) No. T CBP SECONDARY TEMP CBP PRECLEARANCE TEMP SSCP TEMP BAG SCREENING TSA SUPPORT HOLDROOM TEMP CONCESSION ATO ATO TICKETING HALL TSA SUPPORT 102 20' - 0" MIN. FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 41 12105 SF 300 AIRPORT TERMINAL - BAGGAGE HANDLING STORAGE (S-2) SHELL SPACE TEMP RESTROOM AIRPORT TERMINAL - BAGGAGE HANDLING AIRPORT TERMINAL - CONCOURSE AIRPORT TERMINAL - WAITING AREA ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) BUSINESS INDUSTRIAL MERCANTILE UTILITY YARD FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 96 9545 SF 100 INDUSTRIAL HIGH HAZARD (H-2) No. T T015 T014 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:40:52 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GJ1-100-P1 LIFE SAFETY PLAN - LEVEL ONE - PACKAGE 1 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 PATH OF TRAVEL PATH ID DISTANCE LIMIT CP 102 65 ft 75 ft Yes T001 184 ft 200 ft No T002 84 ft 300 ft No T003 50 ft 75 ft Yes T004 93 ft 250 ft No T005 82 ft 200 ft No T006 110 ft 250 ft No T007 110 ft 300 ft No T008 106 ft 300 ft No T009 96 ft 300 ft No T010 223 ft 200 ft No T011 262 ft 300 ft No T012 129 ft 200 ft No T013 136 ft 200 ft No T014 98 ft 100 ft T015 88 ft 100 ft UNRATED PARTITION ASSEMBLY 1 HOUR RATED PARTITION ASSEMBLY 2 HOUR RATED PARTITION ASSEMBLY 3 HOUR RATED PARTITION ASSEMBLY 1 HOUR SMOKE RATED PARTITION ASSEMBLY 4 HOUR RATED PARTITION ASSEMBLY PARTITION RATING LEGEND NO. DATE DESCRIPTION 1" = 40'-0" 1 LIFE SAFETY PLAN - LEVEL 1 - PACKAGE 1 OCCUPANT LOAD - TEMPORARY FACILITY FUNCTION OF SPACE AREA OLF OCC. LOAD LEVEL 1 AIRPORT TERMINAL - BAGGAGE HANDLING 2791 SF 300 10 AIRPORT TERMINAL - CONCOURSE 23040 SF 100 231 AIRPORT TERMINAL - WAITING AREA 26947 SF 15 1798 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) 2320 SF 7 332 BUSINESS 18890 SF 150 128 INDUSTRIAL 9545 SF 100 96 MERCANTILE 4234 SF 60 71 87768 SF 2666 15.303 18.011 18.358 mh gatye gate1 2 3 4 7 9 8 10 1 LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH TRAVEL DISTANCE TAG PATH ID 101 TRAVEL DISTANCE TAG 45 EXIT LOAD FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 260 25956 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-3) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 129 19330 SF 150 BUSINESS BUSINESS (B) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 3 864 SF 300 MECHANICAL STORAGE (S-2) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 548 8212 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-3) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 561 11219 SF 20 AIRPORT TERMINAL - BAGGAGE CLAIM DOMESTIC BAGGAGE CLAIM 4 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 34 5001 SF 150 BUSINESS BUSINESS (B) 2 118 103 112 111 109 107 105 103 106 114 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 17 2433 SF 150 BUSINESS BUSINESS (B) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 6 786 SF 150 BUSINESS BUSINESS (B) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 6 813 SF 150 BUSINESS BUSINESS (B) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 64 6399 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY A-3) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 318 4758 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-3) 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 114 34124 SF 300 AIRPORT TERMINAL - BAGGAGE HANDLING STORAGE S-2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 274 4099 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-3) CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 60" 400 14" 92 0.15 Door No. 1F101B FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 4 938 SF 300 MECHANICAL STORAGE (S-2) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 464 46317 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-2) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 186 3713 SF 20 AIRPORT TERMINAL - BAGGAGE CLAIM DOMESTIC BAGGAGE CLAIM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 4 1009 SF 300 MECHANICAL STORAGE (S-2) 1 115 116 117 104 101 117 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 70" 350 0.2 Door No. 1J114 FECB -A FECB -A FECB -A FECB -A AEDR -C 26' - 3" AIRPORT TERMINAL - BAGGAGE CLAIM AIRPORT TERMINAL - BAGGAGE HANDLING AIRPORT TERMINAL - CONCOURSE AIRPORT TERMINAL - WAITING AREA ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) BUSINESS MECHANICAL MERCANTILE FECB -A 113 COOLING TOWERS GENERATOR FUEL TANKS FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 82 12155 SF 150 BUSINESS BUSINESS (B) SSCP TSA SUPPORT CBP SECONDARY CBP PRECLEARANCE CBP PASSPORT CONTROL SUPPORT INTERNATIONAL BAG CLAIM TICKETING HALL ATO ATO ATO BHS ATO ATO ATO OUTBOUND BHS CBIS/CBRA COMMUTER HOLDROOM CONCESSION CIRCULATION DOMESTIC BAG CLAIM BHS 120 121 FECB -A FECW -A FECB -A FECW -A FECB -A FECB -A FECB -A FECB -A FECB -A FECB -A 119 OCCUPANCY CLASSIFICATION LEGEND FEC TRAVEL DISTANCE FEC LEGEND FECX-X FIRE EXTINGUISHER TAG FIRE EXTINGUISHER ID FIRE CLASS FIRE EXTINGUISHER MOUNT 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:41:14 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GJ1-100-P3 LIFE SAFETY PLAN - LEVEL ONE - PACKAGE 3 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 LIFE SAFETY PLAN - LEVEL 1 - PACKAGE 3 NO. DATE DESCRIPTION PATH OF TRAVEL PATH ID DISTANCE LIMIT CP 101 144 ft 200 ft No 103 358 ft 200 ft No 104 139 ft 200 ft No 105 163 ft 200 ft No 106 233 ft 200 ft No 107 148 ft 200 ft No 109 186 ft 200 ft No 111 179 ft 200 ft No 112 353 ft 200 ft No 113 177 ft 200 ft No 114 169 ft 200 ft No 115 137 ft 200 ft No 116 155 ft 200 ft No 117 230 ft 200 ft No 118 155 ft 200 ft No 120 275 ft 200 ft No 121 39 ft 75 ft Yes T014 98 ft 100 ft T015 88 ft 100 ft UNRATED PARTITION ASSEMBLY 1 HOUR RATED PARTITION ASSEMBLY 2 HOUR RATED PARTITION ASSEMBLY 3 HOUR RATED PARTITION ASSEMBLY 1 HOUR SMOKE RATED PARTITION ASSEMBLY 4 HOUR RATED PARTITION ASSEMBLY PARTITION RATING LEGEND OCCUPANT LOAD FUNCTION OF SPACE AREA OLF OCC. LOAD LEVEL 1 AIRPORT TERMINAL - BAGGAGE CLAIM 14932 SF 20 747 AIRPORT TERMINAL - BAGGAGE HANDLING 36091 SF 300 121 AIRPORT TERMINAL - CONCOURSE 80760 SF 100 809 AIRPORT TERMINAL - WAITING AREA 27238 SF 15 1819 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) 1773 SF 7 254 BUSINESS 46128 SF 150 313 MECHANICAL 6532 SF 300 28 MERCANTILE 4695 SF 300 17 218149 SF 4108 LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH LIFE SAFETY LEGEND TRAVEL DISTANCE - EGRESS TRAVEL DISTANCE - COMMON PATH TRAVEL DISTANCE TAG PATH ID 101 TRAVEL DISTANCE TAG 45 EXIT LOAD FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 283 4231 SF 15 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) ASSEMBLY (A-2) 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 47 2772 SF 60 MERCANTILE CONCESSION No. 2Q120 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 41 2456 SF 60 MERCANTILE MERCANTILE (M) FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 422 6324 SF 15 AIRPORT TERMINAL - WAITING AREA DOMESTIC HOLDROOM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 129 19209 SF 150 BUSINESS BUSINESS (B) 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 1 206 SF 300 MECHANICAL STORAGE (S-2) 1 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 224 3354 SF 15 AIRPORT TERMINAL - WAITING AREA ASSEMBLY (A-2) 2 AIRPORT TERMINAL - CONCOURSE AIRPORT TERMINAL - WAITING AREA ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) BUSINESS MECHANICAL MERCANTILE FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 252 3778 SF 15 AIRPORT TERMINAL - WAITING AREA DOMESTIC HOLDROOM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 435 6512 SF 15 AIRPORT TERMINAL - WAITING AREA DOMESTIC HOLDROOM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 650 9748 SF 15 AIRPORT TERMINAL - WAITING AREA DOMESTIC HOLDROOM 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 49 14566 SF 300 MECHANICAL STORAGE (S-2) 1 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 308 4616 SF 15 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) ASSEMBLY (A-2) 2 FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 16 4531 SF 300 MECHANICAL STORAGE (S-2) 1 CONCESSION CONCESSION CONCESSION CONCESSION AHU OFFICE AREA DOMESTIC HOLDROOM DOMESTIC HOLDROOM CONCESSION 201 202 203 ELEC. CUP GENERATORS ELECTRICAL TELECOM ELEC ELECTRICAL 200 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 60" 200 0.3 Stair No. STR5 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 46" 230 0.2 Door No. STR6 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 60" 200 0.3 Stair No. STR6 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 46" 230 0.2 Door No. STR4 CALC. OCCS. OCC. CAPACITY REQ'D WIDTH PROVIDED WIDTH EGRESS CAPACITY FACTOR 60" 200 0.3 Stair No. STR4 AEDR -C FEC -A FEC -A FECW -A FECW -A FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 45 2656 SF 60 MERCANTILE MERCANTILE (M) 1 OPEN TO BELOW ROOF BELOW ROOF BELOW ROOF BELOW OPEN TO BELOW OPEN TO BELOW DOMESTIC HOLDROOM DOMESTIC HOLDROOM DOMESTIC HOLDROOM FUNCTION OF SPACE: LOAD FACTOR: OCC. LOAD: SF/Occ. Occs. REQ'D EXITS: Exits 270 26965 SF 100 AIRPORT TERMINAL - CONCOURSE ASSEMBLY (A-3) 206 210 209 207 208 205 204 211 OCCUPANCY CLASSIFICATION LEGEND FEC TRAVEL DISTANCE FEC LEGEND FECX-X FIRE EXTINGUISHER TAG FIRE EXTINGUISHER ID FIRE CLASS FIRE EXTINGUISHER MOUNT 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:41:44 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GJ1-200-P3 LIFE SAFETY PLAN - LEVEL TWO - PACKAGE 3 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt UNRATED PARTITION ASSEMBLY 1 HOUR RATED PARTITION ASSEMBLY 2 HOUR RATED PARTITION ASSEMBLY 3 HOUR RATED PARTITION ASSEMBLY 1 HOUR SMOKE RATED PARTITION ASSEMBLY 4 HOUR RATED PARTITION ASSEMBLY PARTITION RATING LEGEND 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 LIFE SAFETY PLAN - LEVEL 2 - PACKAGE 3 NO. DATE DESCRIPTION PATH OF TRAVEL PATH ID DISTANCE LIMIT CP 200 173 ft 200 ft No 201 211 ft 200 ft No 202 170 ft 200 ft No 203 238 ft 200 ft No 204 105 ft 75 ft Yes 205 89 ft 75 ft Yes 206 200 ft 200 ft No 207 211 ft 300 ft No 208 248 ft 400 ft No 209 234 ft 300 ft No 210 194 ft 300 ft No 211 227 ft 400 ft No OCCUPANT LOAD FUNCTION OF SPACE AREA OLF OCC. LOAD LEVEL 2 AIRPORT TERMINAL - CONCOURSE 29041 SF 100 291 AIRPORT TERMINAL - WAITING AREA 29717 SF 15 1983 ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) 8847 SF 15 591 BUSINESS 19209 SF 150 129 MECHANICAL 19303 SF 300 66 MERCANTILE 7884 SF 60 133 114003 SF 3193 15.303 18.011 18.358 mh gatye gate1 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 DEMO EXISTING AIRCRAFT LAYOUT DEMO EXISTING TERMINAL ENABLING WORKS DECOMISSION 10TH GATE BUILD OUT TEMP DOMESTIC FACILITIES BUILD OUT CUP / COMMUTER WING BUILD OUT TEMP BHS BUILD OUT TEMP AIRSIDE TICKETING BUILD OUT TEMP RAMP OFFICE TEMP RAMP OFFICE ENABLING WORKS COOLING TOWERS GENERATOR FUEL TANKS PHASING LEGEND EXISTING DEMOLISH IN PROGRESS COMPLETE - PERMANENT COMPLETE - TEMPORARY RENOVATION TEMP BHS TEMP CBP TEMP RAMP OFFICE TEMP RAMP OFFICE ENABLING WORKS NEW FIRE PUMP ROOM TEMP DOMESTIC FACILITIES COOLING TOWERS GENERATOR FUEL TANKS 0' 40' 80' 160' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:37:00 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GP1-010 PHASING PLAN - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt PACKAGE 1 | LEVEL 1 DEMOLITION PACKAGE 1 | LEVEL 1 CONSTRUCTION PACKAGE 1 | LEVEL 1 COMPLETION NO. DATE DESCRIPTION 18.011 18.358 gatye gate1 2 3 5 4 6 7 9 8 10 1 18.011 18.358 gatye gate1 2 3 5 4 6 7 9 8 1 18.011 18.358 gatye gate1 2 3 5 4 6 7 9 8 1 PHASING LEGEND EXISTING DEMOLISH IN PROGRESS COMPLETE - PERMANENT COMPLETE - TEMPORARY RENOVATION DEMO EXISTING TERMINAL ROOF TEMPORARY ROOF CUP BUILD OUT TEMP DOMESTIC FACILITIES COOLING TOWERS GENERATOR FUEL TANKS TEMP BHS CUP TEMP DOMESTIC FACILITIES TEMPORARY ROOF COOLING TOWERS GENERATOR FUEL TANKS 0' 40' 80' 160' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:37:07 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GP1-011 PHASING PLAN - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt PACKAGE 1 | LEVEL 2 DEMOLITION PACKAGE 1 | LEVEL 2 CONSTRUCTION PACKAGE 1 | LEVEL 2 COMPLETION NO. DATE DESCRIPTION A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 DEMO/BUILD OUT OF TERMINAL TEMP RAMP OFFICE TEMP RAMP OFFICE TEMP BHS TEMP DOMESTIC FACILITIES COOLING TOWERS GENERATOR FUEL TANKS TEMP RAMP OFFICE TEMP RAMP OFFICE TERMINAL BUILD OUT TEMP BHS TEMP DOMESTIC FACILITIES COOLING TOWERS GENERATOR FUEL TANKS DEMO/BUILD OUT OF TERMINAL TEMP DOMESTIC FACILITIES TEMP CBP COOLING TOWERS TEMP RAMP OFFICE TEMP RAMP OFFICE TEMP BHS ENABLING WORKS GENERATOR FUEL TANKS TERMINAL BUILD OUT TEMP DOMESTIC FACILITIES TEMP CBP TEMP RAMP OFFICE TEMP RAMP OFFICE TEMP BHS ENABLING WORKS COOLING TOWERS GENERATOR FUEL TANKS PHASING LEGEND EXISTING DEMOLISH IN PROGRESS COMPLETE - PERMANENT COMPLETE - TEMPORARY RENOVATION 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:37:15 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GP1-020 PHASING PLAN - OVERALL - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt PACKAGE 2 | LEVEL 1 DEMO/CONSTRUCTION PACKAGE 2 | LEVEL 1 COMPLETION PACKAGE 2 | LEVEL 2 DEMO/CONSTRUCTION PACKAGE 2 | LEVEL 2 COMPLETION NO. DATE DESCRIPTION A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 6 15.303 18.011 18.358 mh gatye gate1 DEMO TEMP AIRSIDE DEMO TEMP DOMESTIC FACILITIES DEMO TEMP BHS DEMO TEMP CBP/ COMMUTER WING FINISH OUT ENABLING WORKS COOLING TOWERS GENERATOR FUEL TANKS FINAL AIRCRAFT LAYOUT FINAL COMMUTER WING CONFIGURATION PHASING LEGEND EXISTING DEMOLISH IN PROGRESS COMPLETE - PERMANENT COMPLETE - TEMPORARY RENOVATION 0' 40' 80' 160' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 4:37:20 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 GP1-030 PHASING PLAN - OVERALL - PACKAGE 3 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt PACKAGE 3 | LEVEL 1 DEMO/CONSTRUCTION PACKAGE 3 | LEVEL 1 COMPLETION NO. DATE DESCRIPTION A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 PACKAGE 2 TERMINAL BUILD OUT 140' - 0" COOLING TOWERS, REF. MECHANICAL GENERATOR FUEL TANKS, REF. ELECTRICAL 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 29' - 0" 11' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 41' - 2 1/4" 38' - 9 3/4" 40' - 0" 10' - 0" 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:18:04 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-100-P1 FLOOR PLAN- LEVEL 1 - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 08-AE-23324-STT_R24 1" = 40'-0" 1 FLOOR PLAN- LEVEL 1 - OVERALL - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T 2 AE3-102 14 15 AA AB AC AD AE A3 A2 A1 30' - 0" 30' - 0" 30' - 0" 15' - 0" 32' - 8" 26' - 8" 26' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 21 SECTOR 11 TEMP CBP PRECLEARANCE T100 PUBLIC RECEPTION T001 E&C T002 BADGING T003 WOMEN LOCKER / RR T011 CBP SECONDARY T010 SECURE STORAGE T013 TEMP SEIZED PROP T014 BREAK ROOM T015 LAN T016 WORK STATION AREA T048 SHOWER T034 TTRT CIRCULATION T030 SEARCH T031 INTERVIEW T032 HOLDROOM T033 CHASE T049 CBP SECONDARY CIRCULATION T040 ADMISS. PROC T052 SUPERVISOR T051 SUPERVISOR T050 UNIFIED SECONDARY REVIEW T041 AG LAB T042 AG DISPOSAL T043 AG SUPERVISOR T044 AQI SUPPLIES T045 CASHIER T046 REF. PAX WAIT T047 CCC T018 TTRT WAITING T019 TSA SUPPORT T103 TEMP SSCP T101 5' - 11" 19' - 3 1/2" 4' - 0" UNPROGRAMMED 1A101 UTILITY YARD U1000 T042A T043 T044 T042B T041B T052 T045 T046 T047B T051 T050 T041A T030B T032 T031 T033 T034 T030A T013 T014 T015 T012 T011 T016 T048 T049 T017 T019B T018 T040A T047A T019A T010B T010A T003 T002 T040B 10' - 11" 11' - 0" 14' - 0" 17' - 4" 5' - 3 1/2" 4' - 7" 12' - 3 1/2" 7' - 8" 9' - 11" 7' - 10 7/8" 13' - 10 1/8" 9' - 5" 9' - 6 3/4" 9' - 2 1/4" 5' - 6 7/8" 6' - 5" 7' - 2 1/2" 16' - 1 1/2" 13' - 10 1/2" 4' - 9 1/2" 10' - 7" 6' - 5" SLAN T017 8' - 11" 9' - 6" 10' - 1" 9' - 6" 14' - 0" 18' - 4" 8' - 2" 6' - 6" 9' - 10" 11' - 10 1/2" 8' - 3" 7' - 8" 13' - 9" 7' - 3" 12' - 9 1/2" 05 52 13M 9' - 4 1/2" 3' - 5" 12' - 8 1/2" 9' - 0" T3-DA T3-DA T3-DA S3 H8-DA A3-DA A3-DA A3-DA H8-DA U3-DA U3-DA U3-DA A3-DA S3-DA U3-DA U3-DA R3-DA U3-DA A3-DA A3-DA S3-DA S3-DA S3-DA 5' - 7" S3-DA A3-DA A3-DA S3-DA A3-DA S3-DA S3-DA R3-DA R3 5' - 8 1/2" TEMP CBP ELEC T004 T004 3' - 10" 6" S3-D S3-D TEMP BAG SCREENING T102 TEMP BHS MAKE-UP T121 U1000A U1000B T1001 T100 5' - 0" 25' - 0" 2' - 6" 2' - 6" 1' - 7" 8' - 7" 2' - 6" 71' - 6" 31' - 0" 21' - 3" 13' - 4" 10 22 13B 2' - 0" 11' - 11" DIV 23P DIV 23C 10 22 13B 107' - 8" 105' - 6" 2P249 T102A T103 TW102B R.O. 41' - 10" G01N ? DIV 22B 27' - 8" 4' - 0" DIV 22H 4' - 0" 2' - 0" 1' - 0" 4' - 0" 4' - 0" 1' - 0" 1' - 7" 7' - 5 1/2" 11' - 8 1/2" 14' - 11 1/2" 05 50 00A MEN'S LOCKER / RR T012 1' - 8" 2 AE3-102 SIM 2 AE3-102 SIM 1 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:18:08 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-111-P1 FLOOR PLAN- LEVEL 1 - SECTOR 11 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00A CONCRETE FILLED METAL BOLLARD 05 52 13M 1 1/2" DIA. METAL TUBE GUARDRAIL 10 22 13B SECURITY WIRE MESH PARTITION DIV 22B PIPING, REF. PLUMBING DIV 22H NATURAL FUEL GAS SYSTEM, REF. PLUMBING DRAWINGS DIV 23C FUEL TANKS, REF. MECHANICAL DIV 23P COOLING TOWERS, REF. MECHANICAL G01N Existing Aoa Canopy Fence 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T 1 AE3-103 5/ AE6-060 E D C B 11 12 13 14 15 40' - 0" 10' - 0" 30' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" AE AF AG AH AK A3 A2 A1 D1 13.5 34' - 0" 6' - 0" 26' - 8" 13' - 4" 13' - 4" 2' - 0" 24' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 13 SECTOR 13 SECTOR 22 SECTOR 12 SECTOR 22 SECTOR 12 DA AJ 1B100B 1B100C 1A115 1C105 1C106 ATO 1C105 ATO 1C106 CBIS/CBRA 1B100 TEMP CBP PRECLEARANCE T100 TICKETING CIRCULATION 1C100 MEN'S RESTROOM 1C107 CHASE 1C109 JANITOR 1C108 UNISEX RESTROOM 1C110 TEMP CONCESSION T110 TEMP RESTROOM T105 TEMP SSCP T101 12' - 7" 7' - 9 1/2" 05 52 13M 23' - 11" 9' - 3 1/2" 1' - 8" A3-DA 4' - 0" 2' - 6" 35' - 0" 5' - 0" 5' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 5' - 0" 25' - 0" 5' - 0" 25' - 0" 5' - 0" 25' - 0" 5' - 0" 1' - 8 1/2" 10 1/2" 1' - 6" 4' - 6" 45.00° 135.00° 135.00° E3-D E3-DA 30' - 11 1/2" 23' - 10 1/2" 2' - 3" 4' - 10" 11' - 0" 4' - 2 1/2" 10 44 13A 10 43 00B E3-D 1' - 7" 7' - 5 1/2" 11' - 8 1/2" 7' - 6" 7' - 5 1/2" 9' - 1 1/2" A3-D 7" A3-D A3-D A3-DA A3-DA 10 90 99A 2' - 0" 1' - 5" 7' - 5" 135.00° 07 95 13A 07 95 13E 4' - 1" 9' - 2" AE4-302 1 TYP. AE4-002 1 AE4-002 07 95 13E 07 95 13E 2' - 3" AE5-041 3 TYP DIV 22E 07 95 13A 1B100D TSA SUPPORT T104 AE4-206 5 1 AE3-102 SIM 09 67 23D 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:18:11 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-112-P1 FLOOR PLAN- LEVEL 1 - SECTOR 12 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 1 - SECTOR 12 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 52 13M 1 1/2" DIA. METAL TUBE GUARDRAIL 07 95 13A EXTERIOR METAL PLATE JOINT COVER - WALL TO WALL 07 95 13E ELASTOMERIC SEAL WALL JOINT COVER 09 67 23D EXPANSION JOINT 10 43 00B AED DEVICE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION DIV 22E PIPING, REF. PLUMBING DRAWINGS 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T AE8-500 1 L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 TICKETING HALL 1C104 TICKETING CIRCULATION 1C100 VESTIBULE 1C102 VESTIBULE 1C101 WOMEN'S RESTROOM 1C112 MOTHER'S ROOM 1C111 ELECTRICAL ROOM 1C115 TELECOM ROOM 1C116 4/ AE6-060 11 15 23B A6-D E3-D A6-D A3-D 0' - 10 1/2" 1' - 3 1/2" 6' - 6" 20' - 3 1/2" 2' - 8" 1' - 8" 1C113 1C115 1C116 A3-D A3-D 10' - 0" 10' - 10" 1' - 3" 5' - 11" 7' - 2" 1C118 11' - 4" 8' - 0" 17' - 7" 6' - 6" 35' - 0" 5' - 0" 35' - 0" 2' - 6" 4' - 0" 25' - 0" 4' - 0" 25' - 0" 2' - 0" 4' - 0" 10 90 99A AE4-302 1 PUMP ROOM 1F104 1F105 20' - 0" 8' - 0" 0' - 0" A3-D 1' - 11 1/2" 1F102 G01M DIV 27D 20' - 0" AE5-041 1 TYP AE5-041 2 TYP TYP. AE4-002 1 AE4-002 A3-D A3-D 3' - 1 1/2" TYP. AE4-002 1 AE4-002 AE5-041 3 TYP WORK LIMIT LINE 3 AE3-101 SIM 2 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:18:23 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-113-P1 FLOOR PLAN- LEVEL 1 - SECTOR 13 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 1 - SECTOR 13 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 90 99A RETRACTABLE BELT STANCHION 11 15 23B BAGGAGE COUNTER DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 M1 M1 M1 M1 M1 M1 M1 M1 E D C B 5 6 7 8 9 AE AF AG AH AK SECTOR 22 SECTOR 21 SECTOR 23 SECTOR 22 SECTOR 32 SECTOR 22 SECTOR 22 SECTOR 12 AJ 140' - 0" HOLDROOM T120 TEMP SSCP T101 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:19:53 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-122-P1 FLOOR PLAN- LEVEL 1 - SECTOR 22 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 1 - SECTOR 22 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 L K J/K J G F 5 6 7 8 9 H D1 D2 DJ DH DG DF 7.9 29' - 0" 11' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 22 SECTOR 24 SECTOR 23 SECTOR 23 SECTOR 33 SECTOR 23 SECTOR 13 DC DD DE 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" DOMESTIC WATER BOOSTER PUMP 1F105 1F102 12' - 9" 135.00° 10' - 8" 23' - 0 1/2" 9' - 11" A3-D 45.00° A3-D G01M 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:00 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-123-P1 FLOOR PLAN- LEVEL 1 - SECTOR 23 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - PHASE 1 - LEVEL ONE - SECTOR 23 NO. DATE DESCRIPTION KEYNOTE LEGEND G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP PHASE 2 TERMINAL BUILD OUT PACKAGE 2 TERMINAL BUILD OUT T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:06 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-200-P1 FLOOR PLAN- LEVEL 2 - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN- LEVEL 2 - OVERALL - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES OS OS OS OS OS OS VS DL DL DL DL 2 AE3-102 14 15 AA AB AC AD AE A3 A2 A1 30' - 0" 30' - 0" 30' - 0" 15' - 0" 32' - 8" 26' - 8" 26' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 21 SECTOR 11 3/4" / 1' - 0" 7 1/2" 7 1/2" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 2' - 0" 3' - 0" 2' - 0" 2' - 1" 3/8" / 1' - 0" 3/8" / 1' - 0" VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE RIDGE RIDGE 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" TYP. 1' - 11" RIDGE MP-1 MP-1 MP-1 DIV 22B AE5-601 25 TYP AE5-601 23 TYP PVC-1 PARAPET PARAPET TYP. 2' - 3" 8" 8" RD PS RD PS RD OD RD OD 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:11 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-211-P1 FLOOR PLAN - LEVEL 2 - SECTOR 11 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 2 - SECTOR 11 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND DIV 22B PIPING, REF. PLUMBING 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T M M M 1 AE3-103 CUP 2N100 ELECTRICAL 2N103 ELECTRICAL 2N104 GENERATORS 2N105 ELEC 2N101 TELECOM 2N102 2N102 2N101 2N103A 2N103B 2N105A 2N104A 2N104B 2N100B 2N100A E D C B 11 12 13 14 15 40' - 0" 10' - 0" 30' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" AE AF AG AH AK A3 A2 A1 D1 13.5 34' - 0" 6' - 0" 26' - 8" 13' - 4" 13' - 4" 2' - 0" 24' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 13 SECTOR 13 SECTOR 22 SECTOR 12 SECTOR 22 SECTOR 12 DA AJ 3' - 0" 26' - 4" 6' - 9 1/2" 19' - 6" 8' - 0 1/2" 6' - 1" 19' - 2 1/2" 1' - 4" 4' - 8" 7' - 7 1/2" 3' - 3" 4' - 2" 2' - 0" 2N105B 4' - 7 1/2" 15' - 9 1/2" 14' - 0" 18' - 9" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" A3-D A3-D A3-D A3-D A3-D A3-D A3-D A3-D 10 44 13A 10 44 13A 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" RIDGE RIDGE RIDGE RIDGE RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE VALLEY RIDGE 2' - 7 1/2" 3/4" / 1' - 0" 4' - 9 1/4" 3/4" / 1' - 0" VALLEY VALLEY 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" VALLEY MP-1 MP-1 MP-1 14' - 0" 5' - 0" 14' - 0" 9' - 5" 14' - 0" 7' - 7" 164' - 4 1/2" 91' - 1" 3' - 0" 2' - 1" 3' - 0" AE5-601 25 TYP 8 AE5-601 Sim 13 AE5-601 Sim 135.00° 135.00° 09 67 23D PARAPET PARAPET PARAPET PVC-1 PVC-1 08 11 13H TYP. 2' - 3" 8" 8" 1 1/8" 5' - 1 1/4" OD RD OD RD OD RD OD RD RD AE5-601 23 TYP 1 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:18 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-212-P1 FLOOR PLAN - LEVEL 2 - SECTOR 12 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 2 - SECTOR 12 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 08 11 13H LOUVERS 09 67 23D EXPANSION JOINT 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 4/ AE6-061 L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 K.9 K.3 J.7 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 16' - 8 3/4" 1' - 9 1/4" 10' - 10 3/8" TYP. 3' - 8 3/8" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY MP-1 AE5-601 25 TYP 5 AE5-601 Sim 1 1/4" / 1' - 0" 1 1/4" / 1' - 0" RIDGE RIDGE RIDGE AREA DIVIDER PARAPET AREA DIVIDER 2' - 0" 25' - 0" 4' - 0" 25' - 0" 4' - 6" 35' - 0" 5' - 0" 35' - 0" 2' - 6" 1' - 10" 85' - 3" 3' - 0" 2' - 3" 10' - 11" 1' - 10" 37' - 2 1/2" 18' - 7 1/2" TYP. 2' - 3" 8" 8" 8" 4' - 0" OD AREA DIVIDER PHASE 2 TERMINAL BUILD OUT PHASE 2 TERMINAL BUILD OUT PHASE 2 TERMINAL BUILD OUT EXISTING LEVEL 1 ROOF TO REMAIN EXISTING LEVEL 1 ROOF TO REMAIN PACKAGE 1 PACKAGE 2 70' - 11 1/2" 12' - 0" 56' - 2 1/4" 139' - 1 3/4" 6' - 3 1/4" 15' - 0" 30' - 10 5/8" 1 AE3-106 SIM PACKAGE 1 PACKAGE 2 PVC-1 PVC-1 RD OD RD OD RD OD RD OD RD OD RD OD RD 2 AE3-102 SIM 3 AE3-101 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:23 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-213-P1 FLOOR PLAN - LEVEL 2 - SECTOR 13 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN- LEVEL 2 - SECTOR 13 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES UP UP M M M PACKAGE 2 TERMINAL BUILD OUT T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 V W X H AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 DJ DH DG DF 13.5 3.5 7.9 SECTOR 11 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 29' - 0" 11' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 35' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" AJ 28' - 3" 20' - 7" 36' - 0" 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 DL U.9 X.5 W.5 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:29 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-300-P1 ROOF PLAN - OVERALL - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN- ROOF - OVERALL - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-103 E D C B 10 11 12 13 14 15 AE AF AG AH AK A3 A2 A1 D1 13.5 SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 13 SECTOR 22 SECTOR 12 DA DB AJ 7' - 5" 1' - 7 1/2" 9' - 10" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 164' - 4 1/2" 91' - 1" 2' - 1" 07 72 00C MP-1 MP-1 MP-1 MP-1 VALLEY VALLEY VALLEY VALLEY RIDGE AE5-601 25 TYP TYP. 1' - 8 1/2" 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B MAX 6' - 0" 20' - 9 1/2" PARAPET PARAPET PVC-1 PARAPET NEW LEVEL 1 ROOF BELOW 07 95 14A E.J. NEW LEVEL 1 ROOF BELOW RD OD RD OD RD OD RD OD RD OD RD OD RD PS MAX 6' - 0" MAX 6' - 0" EQ EQ EQ EQ EQ EQ EQ EQ 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:31 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-312-P1 ROOF PLAN - SECTOR 12 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 12 - PACKAGE 1 NO. DATE DESCRIPTION KEYNOTE LEGEND 07 72 00C ROOF HATCH AND CURB W/ ANCHORAGE SYSTEM 07 95 14A METAL PLATE CEILING JOINT COVER 11 24 29B ROOF TIEBACK ANCHOR 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 05 50 00E MP-1 MP-1 MP-1 MP-1 MP-1 MP-1 VALLEY VALLEY AE5-601 25 TYP PARAPET PARAPET PARAPET PVC-1 AREA DIVIDER PARAPET PARAPET RD 2' - 8 1/8" 1 AE3-106 SIM NEW LEVEL 1 ROOF BELOW EXISTING LEVEL 1 ROOF TO REMAIN EXISTING LEVEL 1 ROOF TO REMAIN EXISTING LEVEL 2 ROOF TO REMAIN PACKAGE 1 PACKAGE 2 NEW LEVEL 1 ROOF BELOW NEW LEVEL 1 ROOF BELOW PACKAGE 1 PACKAGE 2 OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD 3 AE3-101 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:20:34 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-313-P1 ROOF PLAN - SECTOR 13 - PACKAGE 1 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 13 - PACKAGE 1 KEYNOTE LEGEND 05 50 00E CAGED ROOF ACCESS LADDER - OSHA COMPLIANT 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES NO. DATE DESCRIPTION A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP T T T T T T T T T T T T OS T T T T OS OS 2/ AE2-001 1/ AE2-001 3/ AE2-003 2/ AE2-003 1/ AE2-003 4/ AE2-002 U.9 15.5 A.7 T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 PACKAGE 2 TERMINAL BUILD OUT 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:21:54 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-100-P2 FLOOR PLAN - LEVEL 1 - OVERALL - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN - LEVEL 1 - OVERALL - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T 14 15 AA AB AC AD AE A3 A2 A1 30' - 0" 30' - 0" 30' - 0" 15' - 0" 32' - 8" 26' - 8" 26' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 21 SECTOR 11 TEMP CBP PRECLEARANCE T100 PUBLIC RECEPTION T001 E&C T002 BADGING T003 MEN LOCKER / RR T012 WOMEN LOCKER / RR T011 CBP SECONDARY T010 SECURE STORAGE T013 TEMP SIZED PROP T014 BREAK ROOM T015 LAN T016 WORK STATION AREA T048 SHOWER T034 TTRT CIRCULATION T030 SEARCH T031 INTERVIEW T032 HOLDROOM T033 CHASE T049 CBP SECONDARY CIRCULATION T040 ADMISS. PROC T052 SUPERVISOR T051 SUPERVISOR T050 UNIFIED SECONDARY REVIEW T041 AG LAB T042 AG DISPOSAL T043 AG SUPERVISOR T044 AQI SUPPLIES T045 CASHIER T046 REF. PAX WAIT T047 CCC T018 TTRT WAITING T019 TEMP CBP ELEC T004 2' - 0" A3-DA 10 90 99A 12 51 00A 11 15 23A COOLING TOWERS GENERATOR FUEL TANKS 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:21:58 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-111-P2 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 90 99A RETRACTABLE BELT STANCHION 11 15 23A SECURITY X-RAY ACCESS EQUIPMENT 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T BHS CONTROL ROOM 1B102 OSR 1B103 SECONDARY SCREENING 1B101 CBIS/CBRA 1B100 EDS STORAGE 1B105 JANITOR 1C108 MEN'S RESTROOM 1C107 UNISEX RESTROOM 1C110 CHASE 1C106 OUTBOUND BHS 1F100 TSA SERVER 1B104 1B104 1B103 1B102 1B101A 1B101B 1B100B 1B100C 1B100D 1C100A 1C108 1C106 1C105 AIRLINE RAMP SUPPORT 1M116 E D C B 11 12 13 14 15 40' - 0" 10' - 0" 30' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" AE AF AG AH AK A3 A2 A1 D1 13.5 34' - 0" 6' - 0" 26' - 8" 13' - 4" 13' - 4" 2' - 0" 24' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 11 SECTOR 12 SECTOR 12 SECTOR 13 SECTOR 13 SECTOR 22 SECTOR 12 SECTOR 22 SECTOR 12 DA AJ ATO 1C116 ATO 1C114 0' - 8 1/2" 28' - 8" 17' - 11" 5' - 10" 20' - 4" 20' - 4" 8' - 4" 6' - 3 1/2" 6' - 8 1/2" 0' - 7" 10 1/2" A3-DA A3-DA A3-D A3-D A3-D A3-D 53' - 11" 12' - 3" 6' - 0 1/2" 18' - 11" 11' - 2 1/2" 10 22 13A DIV 34C 11' - 8" 17' - 7" A3-D A3-D A3-D 7" 45' - 0" 13' - 1 1/2" DIV 34C 2/ AE7-307 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:03 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-112-P2 FLOOR PLAN - LEVEL 1 - SECTOR 12 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 12 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 22 13A WOVEN WIRE PARTITION DIV 34C BAGGAGE CONVEYOR, REF. BHS 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T T T 1/ AE7-112 2/ AE7-112 1 AE3-102 3 AE3-200 VESTIBULE 1C102 TICKETING HALL 1C104 VESTIBULE 1C101 WOMEN'S RESTROOM 1C105 ATO CIRCULATION 1C111 ATO 1M115 TELECOM ROOM 1C113 ELECTRICAL ROOM 1C112 BHS 1C117 ATO 1C121 ATO 1C118 BOH CIRCULATION 1C122 OUTBOUND BHS 1F100 ELECTRICAL 1F103 TELECOM ROOM 1F102 PUMP ROOM 1F104 TSA SUPPORT 1G150 ATO 1C123 SERVICE ELEVATOR EL4 ELEVATOR EL5 L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 ATO 1C119 CIRCULATION 1F101 MOTHER'S ROOM 1C109 CHASE 1C106 STAIR STR2 AE4-205 1 1C114 1C118 1C118 1C119 1F101A 1F103 1F104 1F105 1F102 1G150B STR2A 1C121 1C123 1C124 22' - 5 1/2" 2' - 4" 9' - 1 1/2" 6' - 6 1/2" 13' - 4" ATO 1C124 A3-D A3-D A3-C A3-C A3-D 20' - 0" 16' - 0" 10' - 3 1/2" 7' - 8 1/2" A3-D A3-D A3-D 1' - 9 1/2" 10' - 11 1/2" 1' - 3" 8' - 8" A3-D A3-D 7' - 0" 17' - 8 1/2" 1' - 3" 7' - 2" 2' - 2" 4' - 6 1/2" A3-D A3-D 4' - 0" 4' - 6" 10 44 13B 10 26 13I 11 15 23C 10 90 99A 10 44 13A 3/ AE7-112 DIV 34C G01M AE5-041 1 TYP AE5-041 2 TYP LAYOUT PENDING REVIEW BY TSA AE5-041 3 TYP 03 33 00D 2/ AE7-307 WORK LIMIT LINE WORK LIMIT LINE G01K 3 AE3-101 SIM PACKAGE 2 PACKAGE 1 11 15 23B 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:09 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-113-P2 FLOOR PLAN - LEVEL 1 - SECTOR 13 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 13 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 03 33 00D CONCRETE ENCASED COLUMN WRAP, REF. STRUCTURAL 10 26 13I CRASH RAILS 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 11 15 23B BAGGAGE COUNTER 11 15 23C SLOPED CONVEYOR DIV 34C BAGGAGE CONVEYOR, REF. BHS G01K LINE OF CANOPY BELOW G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES S3-DA A6 ELECTRICAL 1H112 TELECOM ROOM 1H113 15' - 11" 13' - 10" 22' - 7" 1 AE3-101 3 AE3-101 1/ AE6-060 3/ AE6-060 2 AE3-100 3 AE3-105 2/ AE6-060 VESTIBULE 1C103 SSCP 1G100 ATO 1C124 TSA SUPPORT 1G150 WOMEN'S RESTROOM 1H116 JANITOR 1H117 MEN'S RESTROOM 1H114 CIRCULATION 536 FAMILY RESTROOM 1H118 MOTHER'S ROOM 1H119 CIRCULATION 1H110 DUTY FREE 1H122 CONCESSION 1H123 CBP SECONDARY 1L150 CIRCULATION 1H111 CONCESSION 1H120 T S R P N M 10 11 12 13 14 15 16 17 18 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 13 SECTOR 14 SECTOR 24 SECTOR 14 17.8 U.9 1' - 1" X.5 W.5 AE4-206 1 AE4-201 1 AE4-202 3 08 33 26A 10 44 13B 20' - 3 1/2" 2' - 8" 8' - 9" 1' - 3 1/2" 6' - 7 1/2" 13' - 4" 6' - 4 1/2" 16' - 8" 1' - 6" 10 44 13B 11 15 23A 22' - 6" 15' - 0" 25' - 0" 15' - 0" 5' - 0" 35' - 0" 6' - 6" 6' - 6" A6-D S3-DA 8' - 1 1/2" 1H111 1L150D 1H113 1H112 1H121 10 90 99A 1G150A 1C122 10 44 13A E3-C A3-D A3-D A3-D 5' - 0" 15' - 0" 5' - 0" 10' - 1" 9' - 10 1/2" AE4-303 1 1/ AE7-114 2/ AE7-113 6' - 1 1/2" 12' - 0" 6' - 1" 5" 12' - 0" 1' - 11 1/2" 135.00° 135.00° TICKETING CIRCULATION 1C100 3/ AE7-113 LAYOUT PENDING REVIEW BY CBP LAYOUT PENDING REVIEW BY TSA EQ EQ 0' - 11" EQ EQ EQ EQ 2' - 6" 3' - 4" 3' - 4" 3' - 4" 10' - 4" 2' - 6" 12' - 0" 11' - 0" 135.00° AE5-041 1 TYP AE5-041 2 TYP G01M 2' - 6" EQ EQ TYP. AE4-002 1 AE4-002 ROOF ACCESS 1H121 45.00° 135.00° A3-D A3-D A3-D 3/ AE7-307 1 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:16 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-114-P2 FLOOR PLAN - LEVEL 1 - SECTOR 14 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 14 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 08 33 26A OVERHEAD COILING GRILLE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 11 15 23A SECURITY X-RAY ACCESS EQUIPMENT G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 T 11150 SF DOMESTIC BAG CLAIM MP-1 30' - 0" 4' - 6 1/2" 1/ AE6-060 AE4-003 1 1 AE3-100 2/ AE2-010 1/ AE2-016 2 AE3-100 VESTIBULE 1H150 CONCESSION 1H125 OFFICE 1H126 OFFICE 1H127 CONCESSION 1H124 CONCESSION 1H123 DUTY FREE 1H122 SUPPORT 1E101 ELEC ROOM 1E102 EXIST. AHU ROOM 1E103 TOURIST INFO 1E104 TOURIST INFO 1E105 TOURIST INFO 1E106 TOURIST INFO 1E107 VESTIBULE 1E140 BAG CLAIM CIRCULATION 1E000 T 14 17 18 19 20 21 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" SECTOR 16 SECTOR 15 17.8 U.9 X.5 W.5 18' - 11 1/2" 2' - 2 1/2" 12' - 0" 6' - 1 1/2" 12' - 0" 1' - 11" 4' - 7" 12' - 0" 1' - 11 1/2" 1E101 1E102 1E103 10 44 13A 1H126 1H127 10' - 6" 2' - 0" 10' - 1" 7' - 8 1/2" 2' - 6" 3' - 6 1/2" DIV 27D 9' - 0" 2/ AE7-113 AE4-003 1 0' - 10" 10' - 6" 10' - 7" A3-D A3-D AE5-041 2 TYP A3-D E3-C 1' - 2" 1' - 2" A3-D A3-D A3-D A3-D A3-D A6-D A3-D AE4-201 1 2 AE3-200 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:22 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-115-P2 FLOOR PLAN - LEVEL 1 - SECTOR 15 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 15 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2 AE3-200 VESTIBULE 1E150 22 23 24 25 V W X 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 16 SECTOR 15 CAR RENTAL 1E113 CAR RENTAL 1E114 CAR RENTAL 1E110 BAG CLAIM CIRCULATION 1E000 DOMESTIC BAG CLAIM 1E100 CAR RENTAL 1E112 CAR RENTAL 1E109 HOTEL CUSTOMER SERVICE 1E116 HOTEL CUSTOMER SERVICE 1E115 STORAGE 1E117 HOTEL CUSTOMER SERVICE 1E118 HOTEL CUSTOMER SERVICE 1E119 DELTA BAGGAGE 1E122 SUPPORT 1E121 SUPPORT 1E120 MECHANICAL 1E124 AA EAGLE BAGGAGE CLAIM 1E126 SUPPORT 1E129 STORAGE 1E128 AA BAGGAGE STORAGE 1E127 7' - 0 1/2" 4' - 11 1/2" TELECOM ROOM 1E130 13' - 6" 2' - 4 1/2" 9' - 6 1/2" 1E130 A3-D A3-D 1E127A 10 44 13A 1' - 6" AE4-003 1 6' - 4" 1' - 11" 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:25 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-116-P2 FLOOR PLAN - LEVEL 1 - SECTOR 16 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 16 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 T 2/ AE2-014 2 AE3-103 1 AE3-104 1/ AE6-201 2/ AE6-201 INTERNATIONAL HOLDROOM 1J100 CONCESSION 1J101 OUTBOUND BHS 1F100 MECHANICAL 1F106 DOMESTIC WATER BOOSTER PUMP 1F105 TSA SUPPORT 1G150 TSA ELECTRICAL ROOM 1H161 UNPROGRAMMED 1H160 WOMEN'S RESTROOM 1J106 MEN'S RESTROOM 1J104 UNISEX RR 1J107 JANITOR 1J103 MOTHER'S ROOM 1J102 CBP PRECLEARANCE 1K100 FIS CIRCULATION 1L100 FIS CIRCULATION 1J110 FIS CIRCULATION 1J114 FIS CIRCULATION 1L100 CIRCULATION 1J113 L K J/K J G F 5 6 7 8 9 H D1 D2 DJ DH DG DF 7.9 29' - 0" 11' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 22 SECTOR 24 SECTOR 23 SECTOR 23 SECTOR 33 SECTOR 23 SECTOR 13 DC DD DE 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" AE4-204 1 1F102 1H150D 1H161 1H160 15' - 5" 23' - 7 1/2" 8' - 6" 13' - 11" 8' - 11" 9' - 9 1/2" 8' - 11 1/2" 12' - 9" 8' - 5" 135.00° 45.00° 135.00° 45.00° 2' - 1" 28' - 4 1/2" 13' - 9 1/2" 13' - 5 1/2" 13' - 5" 5' - 7" 12' - 5" 1F106A 1F106B 1C100E 1F101B 10 44 13A 10 26 13I 20' - 3" 26' - 0" 4' - 8 1/2" 32' - 8" 0' - 0" 12' - 4" 11' - 4" 0' - 0" 1C100C 1C100D 12' - 3 1/2" 21' - 5" 9' - 11" A3-D A3-D A6-DA A3-D A3-D 25' - 4" 11" S3-DA S3-DA S3-DA 4' - 8 1/2" 8' - 11 1/2" 135.00° 1L150A 1J100 CBP SECONDARY 1L150 A3-DA 45.00° 135.00° CIRCULATION 1F101 9/ AE6-060 03 33 00D 12 51 00A DIV 27A 10 90 99A G01M 10 44 13B AE4-304 1 1/ AE7-113 A3-DA A3-DA 1G150C LAYOUT PENDING REVIEW BY TSA LAYOUT PENDING REVIEW BY CBP AE5-041 2 TYP 4/ AE7-307 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:42 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-123-P2 FLOOR PLAN - LEVEL 1 - SECTOR 23 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 23 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 03 33 00D CONCRETE ENCASED COLUMN WRAP, REF. STRUCTURAL 10 26 13I CRASH RAILS 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. DIV 27A EVIDS / FIDS/ GIDS / BIDS G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T T T T 3/ AE7-110 2/ AE2-015 3/ AE2-015 2 AE3-105 SSCP 1G100 CBP PRECLEARANCE 1K100 CBP SECONDARY 1L150 AHU ROOM 1H101 PUMP ROOM 1H102 CBP ELECTRICAL 1L175 CBP TELECOM ROOM 1L176 ELEC. 1K102 TELECOM 1K101 ELEVATOR EL2A ELEVATOR EL2B CBP SECONDARY 1L150 CBP PASSPORT CONTROL 1L101 FIS CIRCULATION 1L100 INTERNATIONAL BAG CLAIM 1H100 BHS 1H105 T S R P N M 5 6 7 8 9 7.9 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 24 SECTOR 24 SECTOR 34 SECTOR 24 SECTOR 14 AE4-206 1 AE4-203 1 1L175 1L176 1L150F 1K101 1K102 1L101B 1L101A 1L150B 1L150C 1H105 1L177B 1L177A 1H101 1H102 1L150E 1H100B 29' - 0 1/2" 10' - 6" 10' - 5" 13' - 8" 4' - 11" 12' - 6 1/2" 12' - 7 1/2" 11' - 10 1/2" 17' - 10 1/2" 19' - 2 3/8" 13' - 7" 8' - 2" 11' - 0" 9' - 7" 9' - 3" 9' - 2" 2' - 8" 135.00° E3-C E3-C A6-D S3-D S3-D S3-D S3-DA A6-D S3-DA A6-D S3-DA A3-D A3-DA S3-DA S3-DA S3-DA S3-DA A3-D A3-D S3-D S3-D A3-D DIV 27D 18' - 2" 1' - 3 1/2" A3-D A3-D 10 44 13A A3-DA 3' - 9" 16' - 10 1/2" 10 44 13A DIV 27D 18' - 3" 3' - 0" 16' - 6" 9' - 3" E3-C E3-C 10 90 99A 05 52 13M 2' - 11" 5' - 0" 15' - 0" 5' - 0" 18' - 8" 5' - 1" 5' - 0" 14' - 9 1/2" 5' - 0" 15' - 2 1/2" 5' - 0" 15' - 0" 5' - 0" 8' - 6" S3-DA 10 44 13A 2' - 0" 2' - 0" S3-D G01M G01M 4/ AE7-114 2/ AE7-114 3/ AE7-114 1/ AE7-110 2/ AE7-110 5/ AE7-110 LAYOUT PENDING REVIEW BY CBP DIV 34C AE5-041 2 TYP 4' - 2" 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:51 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-124-P2 FLOOR PLAN - LEVEL 1 - SECTOR 24 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 24 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 52 13M 1 1/2" DIA. METAL TUBE GUARDRAIL 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS DIV 34C BAGGAGE CONVEYOR, REF. BHS G01M LINE OF CISTERN BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES T 1 AE3-105 3/ AE2-014 1/ AE2-015 2 AE3-104 SUPPORT 1M102 SUPPORT 1M113 SUPPORT 1M112 MECH AHU 1M101 MEN'S RESTROOM 1L102 WOMEN'S RESTROOM 1L104 CBP PASSPORT CONTROL 1L101 TELECOM ROOM 1M104 ELEC. ROOM 1M103 BHS 1M105 RAMP SUPPORT 1M107 RAMP SUPPORT 1M108 MEN'S RESTROOM 1M109 WOMEN'S RESTROOM 1M111 JANITOR 1M110 SUPPORT 1M100 T S R P N M 2 3 4 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" D1 3.5 40' - 0" 19' - 3" 20' - 9" SECTOR 33 SECTOR 34 SECTOR 34 SECTOR 24 DK DL AE4-206 1 10/ AE6-060 9' - 6" 7' - 2 1/2" 135.00° 135.00° 135.00° 10 44 13A 8' - 6 1/2" 8' - 8" 7' - 9" 17' - 4" 1' - 0" 6' - 5" 18' - 7 1/2" 11' - 5 1/2" 7' - 0 1/2" 10 43 00B 10 44 13B 7' - 5 1/2" 8' - 5" 11' - 9" 1' - 3" 9' - 9 1/2" 1M105B 1M105A 1M102A 1M102B 1M104 1M103 1M106C 1M107A 1M108A 1M109 1M110A 1M111 1M112A 1M113A 1M113B 1M112B 1M106B 1M108B 1M107B 1M105C 1M114 1M106A 1M101 8' - 7 1/2" 4' - 2" A3-D 2' - 6" 9' - 4 1/2" 12' - 7 1/2" 135.00° SUPPORT 1M114 2' - 6" 17' - 6" 2' - 6" 7' - 7 1/2" 2' - 6" 4' - 11" 4' - 11" 9' - 10 1/2" 2' - 6" DIV 34F DIV 27D 13' - 0 1/2" 10 26 13I A3-C A3-D A3-D A3-D A3-D A3-D A3-D A3-D E3-C S3-D 1' - 2" 0' - 11 1/2" 7' - 1 1/2" A3-C A3-C A3-D A3-C A3-C A3-C A3 A3-C 10' - 8" AE4-305 1 AE4-306 1 AE5-041 2 TYP 5/ AE7-307 G01J 1' - 6" 0' - 6" 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:22:57 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-134-P2 FLOOR PLAN - LEVEL 1 - SECTOR 34 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 34 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 26 13I CRASH RAILS 10 43 00B AED DEVICE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS DIV 34F BAG SLIDE, REF. BHS G01J LINE OF CANOPY ABOVE 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP 2/ AE2-001 1/ AE2-001 3/ AE2-003 2/ AE2-003 1/ AE2-003 OPEN TO BELOW OPEN TO BELOW 4/ AE2-002 T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 V W X H AA AB AC AD AE AF AG AH AK A3 A2 A1 32' - 8" 26' - 8" 2' - 0" D1 D2 DJ DH DG DF 13.5 3.5 7.9 SECTOR 11 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 29' - 0" 11' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 35' - 0" 5' - 0" 25' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" DK AJ 113' - 1" 28' - 3" 20' - 7" 36' - 0" 20' - 9" 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" OPEN TO BELOW 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:27 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-200-P2 FLOOR PLAN - LEVEL 2 - OVERALL - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN - LEVEL 2 - OVERALL - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES ALIGN 1 AE3-106 1 AE3-102 3 AE3-200 4/ AE6-201 L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 AE4-205 2 AOC 2P168 BHS OFFICE 2P166 BHS STORAGE/FILING 2P167 LEO 2P165 ELEC. 2P164 OFFICE AREA 2P100 TELECOM ROOM 2P163 EOC / CONFERENCE ROOM 2P147 SOC 2P169 OFFICE AREA 2P100 CUSTODIAN OFFICE 2P170 LOCKERS 2P171 CUSTODIAN STORAGE 2P173 PARKING STORAGE 2P181 PARKING OFFICE 2P180 BREAK ROOM 2P172 STAKEHOLDER MANAGER 2P149 PROC. MANAGER 2P148 CIRCULATION 2P121 CCO 2P151 2P150 CFO DAO 2P139 CEO 2P140 ACC. MANAGER 2P146 STAIR STR2 P.R. MANAGER 2P145 SERVICE ELEVATOR EL4 CIRCULATION 2Q100 EHS DIRECTOR 2P143 COMP. DIRECTOR 2P144 COMP. MANAGER 2P142 DEV. DIRECTOR 2P141 3/8" / 1' - 0" 14' - 1" 14' - 1" 6' - 11 1/2" 12' - 8" 22' - 3 1/2" 11' - 9" 7' - 5" 27' - 8 1/2" 30' - 7" 11' - 1 1/2" 1' - 5 1/2" 10 44 13A 2' - 0" 2' - 5" 16' - 10" 2' - 11 1/2" 10' - 4" 8' - 11 1/2" 4' - 4" 5' - 0" 4' - 6" 4' - 0" 2' - 6" 9' - 10 1/2" 12' - 5 1/2" 10' - 8 1/2" 13' - 5" 17' - 7" 7' - 9" 12' - 1" 16' - 9" 11' - 5 1/2" 9' - 5 1/2" 10' - 10" 1' - 8 1/2" 9' - 11 1/2" 10' - 8 1/2" 6' - 8 1/2" 6' - 7" 12' - 0 1/2" 10' - 10 1/2" 8' - 8 1/2" 2P165 2P164 2P166 2P167 2P171 2P172 2P170 2P435 2P173 2P180 2P168 2P169 2P162 2P163 2P161 2P147 2P144 2P143 2P142 2P141 2P145 2P146 2P121B STR2C 2P148 2P149 2P150 2P151 2P139 2P140 2Q100B 10 44 13A A3-D A3-D A3-C A3-C A3-D A3-C A3-C A3-C A3-C A3-C A3-D A3-C A3-C A3-D A3-C A3-D A3-D A3-D A3-C A3-D A3-D A3-C A3-C A3-C A3-C OPEN TO BELOW AE4-306 3 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 8' - 9" 19' - 6" A3-D E3 3/ AE7-112 3/4" / 1' - 0" 3/8" / 1' - 0" VALLEY MP-1 VALLEY VALLEY 2' - 4 1/2" VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE 05 50 00D AE5-601 25 TYP 3/8" / 1' - 0" 7/8" / 1' - 0" VALLEY 8" AE5-041 1 TYP PARAPET PARAPET PVC-1 PVC-1 PVC-1 PVC-1 RD OD RD PS LEVEL 1 PACKAGE 1 ROOF LEVEL 1 PACKAGE 1 ROOF LEVEL 1 PACKAGE 1 ROOF PACKAGE 1 PACKAGE 2 PACKAGE 1 PACKAGE 2 23' - 10 5/8" 8 1/2" PACKAGE 1 AREA DIVIDER TO REMAIN PACKAGE 1 AREA DIVIDER TO REMAIN PACKAGE 1 AREA DIVIDER TO BE REMOVED. PATCH PACKAGE 1 & 2 ROOFS G01K AE5-601 23 TYP 2 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:33 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-213-P2 FLOOR PLAN - LEVEL 2 - SECTOR 13 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 13 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00D ACCESS LADDER - ANCHOR TO SLAB ON GRADE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A6-D 1 AE3-101 3 AE3-101 2 AE3-100 3 AE3-105 1/ AE6-061 2/ AE6-061 5/ AE6-201 7/ AE6-201 8/ AE6-201 9/ AE6-201 4/ AE6-063 AHU 2Q101 TELECOM ROOM 2Q103 ELECTRICAL ROOM 2Q102 ARRIVALS CIRCULATION 2P000 DOMESTIC HOLDROOM 2R1150 MOTHER'S ROOM 2R132 LOUNGE CIRCULATION 2Q115 CIRCULATION 2Q105 CIRCULATION 2Q100 T S R P N M 10 11 12 13 14 15 16 17 18 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 13 SECTOR 14 SECTOR 24 SECTOR 14 17.8 U.9 1' - 1" X.5 W.5 6/ AE6-061 AE4-206 2 AE4-201 2 AE4-202 4 AIRPORT OP. MANAGER 2P136 FINANCE MANAGER 2P134 M&E DIRECTOR 2P132 MEETING ROOM 2P130 KITCHENETTE 2P128 VISITOR OFFICE 2P126 VISITOR OFFICE 2P124 OFFICE MANAGER 2P122 ADMIN. RECEPTION 2P120 RECEPTION 2P110 SECONDARY COMPLIANCE OFFICER 2P111 PHOTO/PRINT 2P112 STORAGE/FILE 2P113 EXAM ROOM 2P114 MEETING ROOM 2P123 CIRCULATION 2P121 VISITOR OFFICE 2P125 VISITOR OFFICE 2P127 STORAGE/FILING 2P129 TECH. DIRECTOR 2P131 I.T. SUPERVISOR 2P133 DEP. COO 2P135 COO 2P137 H.R. DIRECTOR 2P138 DAO 2P139 OFFICE AREA 2P100 9' - 2 1/2" 4' - 2 1/2" 1' - 1 1/2" 4' - 3 1/2" 18' - 6" 2' - 2" 3' - 2" 9' - 6 1/2" 6' - 7" 2P000 11 14 53A 2' - 3" 6' - 4 1/2" 10 44 13A 19' - 0" 1' - 0" A6-D 9' - 2 1/2" 9' - 3" 10' - 5" 18' - 0" 27' - 2 1/2" 9' - 3" 9' - 3" 9' - 3" 5' - 9 1/2" 6' - 9" A3-D 6' - 9 1/2" 12' - 9" 9' - 10 1/2" 8' - 9" 8' - 9" 16' - 8 1/2" 8' - 10" 8' - 9 1/2" 24' - 8" 2P137 2P138 2P140 2P139 2P120B 2P114 2P111 2P112 2P100 2Q100A 2P121A 2P136 2P134 2P132 2P130B 2P130A 2P128 2P126 2P124 2P122 2P120A 2P123 2P125 2P127 2P129 2P131 2P133 2P135 2Q101 2Q103 2Q102 2Q100 2Q115A 2Q115B 2P110 2P113 2R150C 10' - 5" 1' - 11" 10' - 6 1/2" 6' - 8 1/2" 0' - 3 1/2" 9' - 2 1/2" 10' - 8 1/2" 6' - 8 1/2" 6' - 7" 10' - 5 1/2" 12' - 0 1/2" 12' - 1 1/2" 8' - 2" 1' - 2" 7' - 9 1/2" 11" 38' - 6" 3" 11' - 9" 20' - 1" 8' - 11" 2' - 3" 15' - 0" 2' - 6" A3-C A3-D A3-C A3-D A3-C A3-C A3-C 1' - 3" 11' - 1" A3-C A3-C A3-C A3-C A3-C A3-C A3-C A3-C A3-C A3-C 1' - 0" 9' - 6 1/2" A3-D A6-D A3-D A3-D 10 90 99A SARA 2R131 WOMEN'S RESTROOM 2R133 JANITOR 2R135 MEN'S RESTROOM 2R136 FAMILY RESTROOM 2R138 9' - 10 1/2" DIV 27A 26' - 7" 19' - 10" 05 73 13E 19' - 5 1/2" 9' - 4" 1' - 1 1/2" 20' - 3 1/2" 21' - 3 1/2" 2' - 1" 9" 05 73 13E 05 73 13E 12 51 00A 10 44 13A 10 43 00B 45.00° 225.00° 1/ AE7-114 2 AE3-101 AE4-307 1 10/ AE7-308 11/ AE7-308 6/ AE7-308 5/ AE7-308 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" VALLEY VALLEY VALLEY VALLEY RIDGE 3/8" / 1' - 0" MP-1 07 72 00C 05 50 00E OPEN TO BELOW 2' - 0" 1' - 2" 1' - 2" 2 1/2" / 1' - 0" 3/8" / 1' - 0" 5/8" / 1' - 0" OPEN TO BELOW OPEN TO BELOW 4 AE5-204 1 AE5-602 Sim CONCESSION 2Q110 AE5-041 1 TYP AE5-601 25 TYP 10' - 0" 10' - 0" 8" AE5-041 2 TYP 6/ AE7-307 PVC-1 PARAPET PARAPET PVC-1 PARAPET 8" 8" TYP. 2' - 3" OD RD OD RD OD RD 3/8" / 1' - 0" G01K 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:41 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-214-P2 FLOOR PLAN - LEVEL 2 - SECTOR 14 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 14 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00E CAGED ROOF ACCESS LADDER - OSHA COMPLIANT 05 73 13E GLASS HANDRAIL 07 72 00C ROOF HATCH AND CURB W/ ANCHORAGE SYSTEM 10 43 00B AED DEVICE 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 11 14 53A AUTOMATED EXIT LANE BREACH CONTROL 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. DIV 27A EVIDS / FIDS/ GIDS / BIDS G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 1 AE3-100 2/ AE2-010 1/ AE2-016 2 AE3-100 2 AE3-200 T 14 17 18 19 20 21 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" SECTOR 16 SECTOR 15 17.8 U.9 X.5 W.5 6/ AE6-061 3/8" / 1' - 0" 5/8" / 1' - 0" 5/8" / 1' - 0" 45.00° VALLEY VALLEY MP-1 AE5-601 25 TYP 09 67 23D 13 AE5-601 Sim PVC-1 SMR-1 PARAPET PARAPET 09 91 13D 2 1/2" / 1' - 0" 2 1/2" / 1' - 0" G01K RD OD RD RD 3 AE3-105 SIM 1 AE3-100 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:46 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-215-P2 FLOOR PLAN - LEVEL 2 - SECTOR 15 - PACKAGE 2 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - PHASE 2 - LEVEL TWO - SECTOR 15 NO. DATE DESCRIPTION KEYNOTE LEGEND 09 67 23D EXPANSION JOINT 09 91 13D EXISTING STANDING SEAM ROOF TO RECEIVE NEW PAINT G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2 AE3-200 22 23 24 25 V W X 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 16 SECTOR 15 G01K 09 91 13D 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:50 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-216-P2 FLOOR PLAN - LEVEL 2 - SECTOR 16 - PACKAGE 2 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 16 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 09 91 13D EXISTING STANDING SEAM ROOF TO RECEIVE NEW PAINT G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1/ AE6-062 1/ AE7-211 2/ AE2-014 2 AE3-103 1 AE3-104 6/ AE6-201 3/ AE6-201 3/ AE6-061 5/ AE6-061 L K J/K J G F 5 6 7 8 9 H D1 D2 DJ DH DG DF 7.9 29' - 0" 11' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 22 SECTOR 24 SECTOR 23 SECTOR 23 SECTOR 33 SECTOR 23 SECTOR 13 DC DD DE 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" AE4-204 2 23' - 9" 24' - 3" 45.00° 45.00° 8' - 9" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 13' - 9" 6' - 7 1/2" 12 51 00A 10 90 99A 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3' - 4" 8" MP-1 VALLEY VALLEY VALLEY RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE 05 50 00AB AE5-601 25 TYP AE5-041 2 TYP CONCESSION 2Q120 DOMESTIC HOLDROOM 2R110 CIRCULATION 2J100 CIRCULATION 2J100 PARAPET AREA DIVIDER PVC-1 PVC-1 PS RD OD RD AE5-601 23 TYP 1 AE3-104 SIM 5 AE5-601 Sim 1 AE3-106 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:23:54 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-223-P2 FLOOR PLAN - LEVEL 2 - SECTOR 23 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 23 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00AB ROOFTOP CROSSOVER STAIRS 10 90 99A RETRACTABLE BELT STANCHION 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2/ AE2-015 3/ AE2-015 2 AE3-105 2/ AE7-211 CONCESSION 2Q150 CONCESSION 2Q110 TELECOM 2R111 ELECTRICAL 2R112 CONCESSION 2Q130 CONCESSION 2Q140 DOMESTIC HOLDROOM 2R1150 DOMESTIC HOLDROOM 2R110 3/ AE6-063 T S R P N M 5 6 7 8 9 7.9 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 24 SECTOR 24 SECTOR 34 SECTOR 24 SECTOR 14 AE4-206 2 AE4-203 2 OPEN TO BELOW OPEN TO BELOW A3-D A3-D A3-D A3-D 8' - 2" 12' - 7" 18' - 10 1/2" 135.00° 10 44 13A 12 51 00A DIV 27D 18' - 6 1/2" 15' - 2" DIV 27A 8' - 10" 2R150B 26' - 0" 14' - 0" 40' - 4" CIRCULATION 2R100 CONCESSION 2Q120 WOMEN'S RESTROOM 2R121 MEN'S RESTROOM 2R126 FAMILY RESTROOM 2R125 MOTHER'S ROOM 2R122 5' - 0" 5' - 0" CIRCULATION 2Q105 31' - 6" 8' - 2" 10 44 13B 4/ AE7-114 3/ AE7-114 AE4-308 1 4/ AE7-113 6/ AE7-113 5/ AE7-113 AE5-041 2 TYP 7/ AE7-307 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:02 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-224-P2 FLOOR PLAN - LEVEL 2 - SECTOR 24 - PACKAGE 2 Checker 23324.0100 06/20/2025 Author Approver DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 24 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 44 13B RECESSED FIRE PROTECTION CABINET 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. DIV 27A EVIDS / FIDS/ GIDS / BIDS DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-105 4/ AE6-062 3/ AE2-014 1/ AE2-015 7/ AE6-062 2 AE3-104 5/ AE6-062 6/ AE6-062 2/ AE6-063 DOMESTIC HOLDROOM 2R110 DOMESTIC HOLDROOM 2R110 CONCESSION 2Q130 DOMESTIC HOLDROOM 2R110 T S R P N M 2 3 4 D1 3.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 19' - 3" 20' - 9" SECTOR 33 SECTOR 34 SECTOR 34 SECTOR 24 DK DL AE4-206 2 10 44 13A 10 90 99A 12 51 00A 6' - 4" 20' - 0" 28' - 5" 2' - 0 1/2" 15' - 0" 5' - 8 1/2" 10' - 0" 4' - 0" 15' - 0" 10' - 0" 10' - 0" 10' - 0" 4' - 2" 12' - 0" 2R110C 2R110F 2R150A 2R110D 2R110E 9' - 0" 10' - 0" G01K 38' - 6" 84' - 0" AE5-041 2 TYP 1/2" / 1' - 0" 129' - 1" 2 AE3-105 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:09 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-234-P2 FLOOR PLAN - LEVEL 2 - SECTOR 34 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 2 - SECTOR 34 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 10 44 13A SEMI-RECESSED FIRE PROTECTION CABINET 10 90 99A RETRACTABLE BELT STANCHION 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 8 A321 B733/A320/A319 B737/B736/B735 E195/E190 B739/B738 B734 9 B763/B762 B757/B739 A321 B737/B736/B735 A320/A319 B738/B734/B733 E195/E190 5 B753 B763/B762 B757/B739 A321 UP UP UP 2/ AE2-001 1/ AE2-001 2/ AE2-003 1/ AE2-003 4/ AE2-002 T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:17 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-300-P2 ROOF PLAN- OVERALL - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 FLOOR PLAN - PHASE 4 - ROOF - OVERALL NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES L K J/K J H/J G F 10 11 12 13 14 15 H 0' - 8" 19' - 4" 9' - 0" 9' - 0" 2' - 0" 18' - 0" 22' - 0" 18' - 0" 40' - 0" 40' - 0" D1 13.5 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" SECTOR 13 SECTOR 12 SECTOR 14 SECTOR 13 SECTOR 23 SECTOR 13 DB DC K.9 K.3 J.7 3/4" / 1' - 0" 3/4" / 1' - 0" 3/8" / 1' - 0" 8' - 1 3/8" 4' - 3 3/8" VALLEY VALLEY 05 50 00D AE5-601 25 TYP PVC-1 PARAPET PARAPET AREA DIVIDER PACKAGE 1 PACKAGE 2 PACKAGE 1 PACKAGE 2 LEVEL 1 PACKAGE 2 ROOF BELOW LEVEL 1 PACKAGE 1 ROOF, BELOW LEVEL 1 PACKAGE 1 ROOF, BELOW LEVEL 2 PACKAGE 1 ROOF LEVEL 1 PACKAGE 1 ROOF, BELOW LEVEL 1 PACKAGE 2 ROOF, BELOW LEVEL 1 PACKAGE 2 ROOF, BELOW RD OD RD OD RD PS 1 AE3-102 SIM 2 AE3-102 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:20 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-313-P2 ROOF PLAN - SECTOR 13 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 13 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00D ACCESS LADDER - ANCHOR TO SLAB ON GRADE 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-101 3 AE3-101 2 AE3-100 3 AE3-105 2 AE3-107 U.9 15.5 T S R P N M 10 11 12 13 14 15 16 17 18 V W X SECTOR 15 SECTOR 14 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 13 SECTOR 14 SECTOR 24 SECTOR 14 17.8 U.9 X.5 W.5 15' - 0" 1' - 7" 25' - 0 1/2" 17' - 6" 07 72 00C 45.00° 45.00° 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 1 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 2' - 0" 4' - 2 1/2" 4' - 11" 13' - 6 1/2" 6' - 5 1/2" 13' - 6 1/2" 17' - 5 1/2" 2 AE3-101 07 72 00C 3/4" / 1' - 0" 3/4" / 1' - 0" VALLEY VALLEY RIDGE RIDGE 11 24 29B 11 24 29A 11 24 29B 3/4" / 1' - 0" MP-1 PARAPET PARAPET PARAPET PARAPET RD RD RD RD OD RD OD RD OD AE5-601 25 TYP TYP. 6' - 0" MIN. TYP. 6' - 0" MIN. 6' - 0" MIN. 6' - 0" TYP. 20' - 0" MIN. TYP. 6' - 0" MIN. TYP. 20' - 0" MIN. 1 AE3-106 SIM 5 AE5-601 Sim 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:24 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-314-P2 ROOF PLAN - SECTOR 14 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 14 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 07 72 00C ROOF HATCH AND CURB W/ ANCHORAGE SYSTEM 11 24 29A OSHA COMPLIANT FALL PROTECTION SYSTEM 11 24 29B ROOF TIEBACK ANCHOR 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-100 2 AE3-100 U.9 T S 14 15 17 18 19 20 21 V W X SECTOR 15 SECTOR 14 A3 13.5 SECTOR 16 SECTOR 15 17.8 U.9 X.5 W.5 3/4" / 1' - 0" 3/4" / 1' - 0" 3/8" / 1' - 0" NEW EXISTING 09 91 13D 1 3/4" / 1' - 0" AE5-601 25 TYP 2 1/2" / 1' - 0" PARAPET 2 1/2" / 1' - 0" 07 41 13.16A 07 13 26A 06 16 13C 06 16 13C EJ EJ EJ RD OD RD RD 2 AE3-105 SIM 1 AE3-100 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:26 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-315-P2 ROOF PLAN - SECTOR 15 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - PHASE 2 - ROOF - SECTOR 15 NO. DATE DESCRIPTION KEYNOTE LEGEND 06 16 13C PARAPET SHEATHING 07 13 26A CONT. SELF-ADHERING WATER-PROOFING MEMBRANE SYSTEM. 07 41 13.16A STANDING SEAM METAL ROOFING 09 91 13D EXISTING STANDING SEAM ROOF TO RECEIVE NEW PAINT 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2 AE3-103 1 AE3-104 L K J/K J G F 5 6 7 8 9 H D1 D2 DJ DH DG DF 7.9 29' - 0" 11' - 0" 18' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" SECTOR 23 SECTOR 22 SECTOR 24 SECTOR 23 SECTOR 23 SECTOR 33 SECTOR 23 SECTOR 13 DC DD DE 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 3/8" / 1' - 0" 1/2" / 1' - 0" 1/2" / 1' - 0" 1/2" / 1' - 0" 5/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 6" 8' - 5 1/2" 35' - 2" 45.00° 6' - 0 1/2" 30' - 0 1/2" RIDGE VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY MP-1 MP-1 MP-1 MP-1 MP-1 DIV 22D AE5-601 25 TYP 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B 11 24 29B TYP. 1' - 3 1/2" TYP. 3' - 11" TYP. 3' - 11" TYP. 3' - 11" 16' - 2 1/2" 20' - 0" 12' - 3" 1' - 3" 12' - 3" RIDGE PVC-1 PARAPET PARAPET PARAPET PARAPET CL 4' - 0" CL 4' - 0" RIDGELINE 6' MAX. 6' MAX AREA DIVIDER AE5-601 23 TYP RD PS RD PS RD OD RD OD RD 5 AE5-601 Sim 1 AE3-106 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:30 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-323-P2 ROOF PLAN - SECTOR 23 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 23 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 11 24 29B ROOF TIEBACK ANCHOR DIV 22D ROOF DRAIN, REF. PLUMBING 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 2 AE3-105 1 AE3-107 T S R P N M 6 7 8 9 D1 7.9 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" SECTOR 23 SECTOR 24 SECTOR 24 SECTOR 34 SECTOR 24 SECTOR 14 DK 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 1 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 3/4" / 1' - 0" 3/8" / 1' - 0" 05 50 00AB 4' - 0" 8' - 5 1/2" 6' - 5 1/2" 28' - 5 1/2" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" 3/4" / 1' - 0" TYP. 3' - 6 3/8" TYP. 3' - 3 7/8" 21' - 1" 23' - 0 7/8" 28' - 11 3/8" VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE RIDGE RIDGE MP-1 MP-1 78' - 11 5/8" 11 24 29B 11 24 29B 11 24 29B 8' - 4 1/2" 11' - 7 1/2" 11' - 7 1/2" 7' - 6 1/2" 10' - 4 1/2" 10' - 4 1/2" 9' - 7 1/2" 20' - 0" 20' - 0" 20' - 0" TYP. 3' - 6" 05 50 00AB PVC-1 PVC-1 PARAPET PARAPET RD RD RD RD OD RD OD RD OD RD OD OD RD AE5-601 25 TYP 5 AE5-601 Sim 1 AE3-106 SIM 1 AE3-106 SIM 1 AE3-107 SIM 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:35 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-324-P2 ROOF PLAN - SECTOR 24 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 24 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 50 00AB ROOFTOP CROSSOVER STAIRS 11 24 29B ROOF TIEBACK ANCHOR 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 1 AE3-105 2 AE3-104 T S R P N M 1 2 3 4 40' - 0" D1 3.5 SECTOR 33 SECTOR 34 SECTOR 34 SECTOR 24 DK DL 2' - 8 1/2" 4' - 11" 2' - 6" 11' - 6 1/2" 1 3/4" / 1' - 0" 3/8" / 1' - 0" 3/8" / 1' - 0" 8' - 5 1/2" 2' - 0" MP-1 MP-1 MP-1 11 24 29B 11 24 29B AE5-601 25 TYP TYP. 3' - 6" TYP. 20' - 0" TYP. 8 1/2" 11" 20' - 0" 20' - 0" 11" 20' - 0" 11 1/2" PARAPET PARAPET PARAPET PVC-1 PVC-1 RD OD RD RD 2 AE3-107 SIM 4 AE5-601 Sim 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:39 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-334-P2 ROOF PLAN - SECTOR 34 - PACKAGE 2 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 ROOF PLAN - SECTOR 34 - PACKAGE 2 NO. DATE DESCRIPTION KEYNOTE LEGEND 11 24 29B ROOF TIEBACK ANCHOR 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES UP UP UP 1/ AE2-002 3/ AE2-001 3/ AE2-002 U.9 15.5 A.7 T S R P N M L K J/K J H/J G F E D B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 15 16 17 18 19 20 21 22 23 24 25 V W X H 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 10' - 0" 30' - 0" 16' - 7" AA AB AC AD AE AF AG AH AK A3 A2 A1 D1 D2 27' - 0" DJ DH DG DF 28' - 3" 20' - 7" 36' - 0" 29' - 6" 80' - 10" 56' - 7" 56' - 7" 56' - 7" 56' - 6" 56' - 7" 13.5 32' - 8" 26' - 8" 2' - 0" 24' - 8" 18' - 0" 1' - 1" 40' - 0" 21' - 0" 19' - 0" 14' - 3" 7.9 SECTOR 11 DA DB DC DD DK AJ DE 17.8 SECTOR 21 SECTOR 31 SECTOR 12 SECTOR 22 SECTOR 32 SECTOR 13 SECTOR 23 SECTOR 33 SECTOR 14 SECTOR 24 SECTOR 34 SECTOR 15 SECTOR 16 35' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 17' - 2" 0' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" DL K.9 K.3 J.7 19' - 4" 18' - 0" U.9 X.5 W.5 0' 20' 40' 80' 10' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:46 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-100-P3 FLOOR PLAN - LEVEL 1 - OVERALL - PACKAGE 3 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 08-AE-23324-STT_R24 1" = 40'-0" 1 FLOOR PLAN - LEVEL 1 - OVERALL - PACKAGE 3 NO. DATE DESCRIPTION KEYNOTE LEGEND 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES 6/ AE6-060 AE4-001 3 3/ AE2-012 1 AE3-200 CIRCULATION 1A101 CONCESSION 1A102 COMMUTER HOLDROOM 1A103 COMMUTER BAG CLAIM 1A104 VESTIBULE 1A110 14 15 AA AB AC AD AE A3 A2 A1 30' - 0" 30' - 0" 30' - 0" 15' - 0" 32' - 8" 26' - 8" 26' - 8" 18' - 0" SECTOR 11 SECTOR 12 SECTOR 21 SECTOR 11 28' - 7 1/2" 2' - 6" 10' - 0" 5' - 0" 25' - 0" 10' - 0" 5' - 0" 2' - 0" 5' - 0" 1A104 DIV 34F DIV 27D 05 52 13M 12 51 00A VESTIBULE 1A100 RESTROOM 1A112 AIRSIDE CIRCULATION 1A111 AIRLINE RAMP SUPPORT 1A114 5' - 11" 5' - 0 1/2" A3-D 15' - 10 1/2" 2' - 7" E3-D 1A113 1A114 1A112 1A111 10 26 13I 7' - 0 1/2" 5' - 0" AE4-301 1 AE4-001 3 1/ AE7-307 13' - 5 1/2" 1' - 0" 1' - 0" 5' - 0" AE5-041 1 TYP AE5-041 2 TYP AE5-041 2 TYP 12' - 3" A3-D G01K 0' 4' 8' 16' 2' TRUE NORTH PROJECT TITLE: CYRIL E. KING AIRPORT SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 6/20/2025 8:24:54 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-CRGO-ID-STTTZZ-M3D-ARC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 AE1-111-P3 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 3 CAI 23324.0100 06/20/2025 CAI CAI DESIGN DEVELOPMENT JOHN TRUPIANO USVI-CRGO-ID-STTTZZ-M3D-ARC0-0001.rvt 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1/8" = 1'-0" 1 FLOOR PLAN - LEVEL 1 - SECTOR 11 - PACKAGE 3 NO. DATE DESCRIPTION KEYNOTE LEGEND 05 52 13M 1 1/2" DIA. METAL TUBE GUARDRAIL 10 26 13I CRASH RAILS 12 51 00A FURNITURE, FIXTURE AND EQUIPMENT, REF FFE SCHEDULE. DIV 27D TRANSPORTATION INFORMATION DISPLAY. REF. TECHNOLOGY DRAWINGS DIV 34F BAG SLIDE, REF. BHS G01K LINE OF CANOPY BELOW 1. ALL INTERIOR WALLS ARE PARTITION TYPE A3-C, U.N.O. 2. ALL FUROUTS ARE PARTITION TYPE E3-C, U.N.O. 3. ALL GROUND FLOOR LEVELS ARE AT EL. 16'-6" UNLESS NOTED OTHERWISE. 4. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES, IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER, OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. INTERVALS THROUGHOUT BUILDING, TYP. 5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE MOUNTED AT 48" MAX. TO EXTINGUISHER HANDLE / OPERABLE DEVICE U.N.O. 6. PROVIDE 4'-0" HIGH CORNER GUARDS AT ALL EXPOSED GYP. BOARD CORNERS MOUNTED DIRECTLY ABOVE WALL BASE TO THE BOTTOM REF: SPECS. 7. PROVIDE BLOCKING WITHIN PARTITIONS FOR ALL MOUNTED ITEMS. 8. PARTITION DIMENSIONS ARE TO THE FACE OF FINISH. 9. PARTITIONS IN ALIGNMENT WITH COLUMN GRID LINES TO BE CENTERED, U.N.O. 10. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6" FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. GENERAL PLAN NOTES TAXIWAY B TAXIWAY F HELICOPTER PARKING GENERAL AVIATION HANGAR AND MAINTENANCE FACILITIES GA APRON JULIAN JACKSON DR. UNIVERSITY RD. STANDARD AVIATION HANGAR ARFF EC1) EC1) EC1) EC2) DIRT ROAD EXCESS SILT PILE EC4) EC4) CONC. EC4) EC4) EC4) EC5) EC6) EC4) EC9) EC8) EC8) EC10) EC10) EC10) EC10) EC10) EC10) EC9) EC9) STORM INLET EC7) EC7) MISC. ITEM MISC. ITEM MISC. ITEMS EC8) MISC. ITEM MISC. ITEM MISC. ITEM EC12) A/C UNIT EC8) EC8) EC8) EC11) EC11) EC11) EC11) EC5) EC5) RETENTION WALL HANDRAIL JULIAN JACKSON DR. JULIAN JACKSON DR. STORM PIPE CATCH BASIN EC13) EC14) EC4) STORM PIPE RETENTION WALL PARKING AREA 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 30% SCHEMATIC DESIGN REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT North Commuter Terminal CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 30% SCHEMATIC DESIGN KYLE HOLLEY, P.E 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E KBH STT25002 05/16/2025 JLP --- C-301 GEOMETRY PLAN C:\Users\Joseph Clark\AID Dropbox\1-PROJECTS\STT\STT25002 - North Commuter Terminal\03-Drawings\C-301 GEOMETRY PLAN.dwg Tab: C-301 Jul 07, 2025 - 1:01pm Plotted by: Joseph Clark C-301 GEOMETRY PLAN.dwg 0' 40' 80' LEGEND (SYMBOL SIZE MAY VARY) PROJECT LIMITS RUNWAY OBJECT FREE AREA RUNWAY SAFETY AREA TAXIWAY OBJECT FREE AREA TOFA TAXIWAY SAFETY AREA TSA EXISTING BUILDING EXISTING PROPERTY LINE EXISTING FENCE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING STORM DRAIN CHANNEL EXISTING UTILITY MANHOLE EXISTING OIL/WATER SEPARATOR EXISTING WATER METER EXISTING WATER VALVE EXISTING GUY WIRE START OF CURVE (SC) MIDDLE OF CURVE (MC) END OF CURVE (EC) NOTE: SEE SHEET G-201 FOR EXISTING CONDITIONS KEYNOTES EC1) - EC14) ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL SODDING SEE SHEET C-302 SEE SHEET C-303 SEE SHEET C-304 TAXIWAY B TAXIWAY F HELICOPTER PARKING GA APRON JULIAN JACKSON DR. UNIVERSITY RD. STANDARD AVIATION HANGAR ARFF EC1) EC1) EC1) EC2) DIRT ROAD EC3) EXCESS SILT PILE EC4) EC4) CONC. EC4) EC4) EC4) EC5) EC6) EC4) STORM PIPE EC9) EC8) EC8) EC10) EC10) EC10) EC10) EC10) EC9) EC9) STORM INLET EC7) EC7) MISC. ITEM MISC. ITEM EC4) EC8) MISC. ITEMS EC8) MISC. ITEM MISC. ITEM MISC. ITEM EC12) A/C UNIT EC8) EC8) EC11) EC11) EC11) EC5) EC5) RETENTION WALL HANDRAIL JULIAN JACKSON DR. JULIAN JACKSON DR. STORM PIPE CATCH BASIN EC13) EC14) EC10) EC8) EC11) GENERAL AVIATION HANGAR AND MAINTENANCE FACILITIES ML26 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 30% SCHEMATIC DESIGN REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT North Commuter Terminal CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 30% SCHEMATIC DESIGN KYLE HOLLEY, P.E 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E KBH STT25002 05/16/2025 JLP --- C-701 FINAL MARKING PLAN C:\Users\Joseph Clark\AID Dropbox\1-PROJECTS\STT\STT25002 - North Commuter Terminal\03-Drawings\C-701 MARKING PLAN.dwg Tab: C-701 Jul 07, 2025 - 1:07pm Plotted by: Joseph Clark C-701 MARKING PLAN.dwg 0' 40' 80' LEGEND (SYMBOL SIZE MAY VARY) PROJECT LIMITS RUNWAY OBJECT FREE AREA RUNWAY SAFETY AREA TAXIWAY OBJECT FREE AREA TOFA TAXIWAY SAFETY AREA TSA EXISTING BUILDING EXISTING PROPERTY LINE EXISTING FENCE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING STORM DRAIN CHANNEL EXISTING UTILITY MANHOLE EXISTING OIL/WATER SEPARATOR EXISTING WATER METER EXISTING WATER VALVE EXISTING GUY WIRE START OF CURVE (SC) NOTE: SEE SHEET G-201 FOR EXISTING CONDITIONS KEYNOTES EC1) - EC14) MIDDLE OF CURVE (MC) END OF CURVE (EC) ASPHALT PAVEMENT CONCRETE PAVEMENT SEE SHEET C-702 SEE SHEET C-703 GRAVEL SODDING 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 30% SCHEMATIC DESIGN REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT North Commuter Terminal CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 30% SCHEMATIC DESIGN KYLE HOLLEY, P.E 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E KBH STT25002 05/16/2025 JLP --- C-501 TYPICAL SECTIONS C:\Users\Joseph Clark\AID Dropbox\1-PROJECTS\STT\STT25002 - North Commuter Terminal\03-Drawings\C-501 TYPICAL SECTIONS.dwg Tab: C-501 Jul 07, 2025 - 1:01pm Plotted by: Joseph Clark 1. ALL APRON PAVEMENT TO BE DOUBLE SAWCUT ALONG JOINT LINES TO AVOID DAMAGE TO ADJACENT PANELS. 2. MINIMUM REMOVAL AREA IS 1/2 THE ENTIRE PANEL (NO UTILITY TRENCHING ALLOWED) 3. REINFORCEMENT REQUIRED FOR IRREGULAR PANELS THAT EXCEED A RATIO OF 1.25:1 4. DOWELS REQUIRED FOR FULL PANEL REPLACEMENT. TYPICAL SECTION - GSE CONCRETE REMOVAL AND FULL DEPTH REPLACEMENT NTS 15" PCC PAVEMENT (P-501) EXISTING CALICHE SUBBASE COURSE (P-210) TO BE SCARIFIED, REGRADED AND COMPACTED. DEMOLISH 13.75" PCC PAVEMENT (UN-REINFORCED) EXCAVATE 1.25"' EXISTING CALICHE SUBBASE COURSE (P-210) TO A TOTAL DEPTH OF 15" TYPICAL SECTION - CONCRETE APRON 15" PCC PAVEMENT (P-501) EXISTING CALICHE SUBBASE COURSE (P-210) DEMOLISH 15" PCC PAVEMENT (UN-REINFORCED) EXISTING 13" CALICHE SUBBASE COURSE (P-210) TYPICAL SECTION - GSE CONCRETE REMOVAL AND GSE ASPHALT REPLACEMENT NTS 5" AC PAVEMENT EXISTING CALICHE SUBBASE COURSE (P-210) TO BE SCARIFIED, REGRADED AND COMPACTED. DEMOLISH (4A/C-201) INSTALL (4B/C-301) DEMOLISH (3A/C-201) INSTALL (3B/C-301) DEMOLISH (2A/C-201) INSTALL (2B/C-301) EXISTING SECTION - CONCRETE APRON EXISTING 15" PCC PAVEMENT (UN-REINFORCED) EXISTING 8" CALICHE BASE COURSE EXISTS IN PORTIONS OF THE APRON AREA OF WORK. REMOVAL IS NECESSARY TO INSTALL DRAINAGE MODIFICATIONS DESCRIBED IN THE PROJECT. EXISTING SECTION - GSE APRON EXISTING 13.75" PCC PAVEMENT (UN-REINFORCED) EXISTING 16" CALICHE BASE COURSE EXISTS IN PORTIONS OF APRON AREA OF WORK. WILL REQUIRE REMOVAL OF THE CONCRETE PORTION IN ITS ENTIERTY, AND EXCAVATION TO A TOTAL DEPTH OF 15" TO CONSTRUCT THE NEW APRON PAVEMENT. DEMOLISH 13.75" PCC PAVEMENT (UN-REINFORCED) 8.75" CRUSHED AGGREGATE BASE EXISTING 7" CEMENT TREATED BASE SCARIFY AND REGRADE EXISTING CTB BASE PROPOSED EXISTING SLOPE VARIES PAVEMENT CUT - SEE NOTE 1 EXIST. ASPHALT EXIST. CALICHE BASE MILLING DEPTH 12" EXISTING ASPHALT AND BASE REMOVAL SEE NOTE 2 VERTICAL SAWCUT AT EDGE OF MILLING TOP LIFT DEPTH OF PAVEMENT SECTION SEE NOTE 2 1' MIN. MILLING LIMIT COMPACTED SUBGRADE 18" CRUSHED AGGREGATE BASE (P-209) 2 C-501 3 C-501 4 C-501 6 C-501 7 C-501 ASPHALT APRON CONNECTOR DETAILS 5 C-501 5" NEW ASPHALT PAVEMENT PLACED IN TWO LIFTS (P-401) 23" EXCAVATION (P-152) TYPICAL SECTION - CONCRETE APRON 15" PCC PAVEMENT (P-501) EXISTING CALICHE SUBBASE COURSE (P-210) DEMOLISH 7" ASPHALT PAVEMENT (FIELD VERIFY DEPTH) EXCAVATE 10" CALICHE SUBBASE COURSE (P-210) DEMOLISH (1A/C-201) INSTALL (1B/C-301) DEMOLISH EXISTING 6" CALICHE (FIELD VERIFY DEPTH) 8" NEW CTB BASE (P-304) 1 C-501 (IN EXISTING CONCRETE SECTIONS) (IN EXISTING ASPHALT SECTIONS) EXISTING CALICHE SUBBASE COURSE (P-210) SLOPE VARIES PAVEMENT CUT - SEE NOTE 1 EXIST. ASPHALT EXIST. CALICHE BASE MILLING DEPTH 12" 1' MIN. SEE NOTE 2 VERTICAL SAWCUT AT EDGE OF MILLING TOP LIFT DEPTH OF PAVEMENT SECTION SEE NOTE 2 18" MIN. MILLING LIMIT 12" TYPE B STABILIZATION LBR 40 6" CRUSHED AGGREGATE BASE PRIME COAT TACK COAT VEHICULAR CIRCULAR ROAD RE-SURFACING EXISTS IN PORTIONS OF THE APRON AREA OF WORK. REMOVAL IS NECESSARY TO INSTALL DRAINAGE MODIFICATIONS DESCRIBED IN THE PROJECT. 8 C-501 14 15 T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 H AA AB AC AD AE AF AG AH AK A3 A2 13.5 3.5 7.9 AJ K.9 K.3 J.7 DE EXISTING 732,000 GALLON UNDERGROUND CISTERN #1 FOOTPRINT 4" DOMESTIC WATER TAP FROM WAPA I.E. = 1'-2" BFF REFER TO CIVIL FOR CONTINUATION 4" SANITARY WASTE I.E. = 3' - 3" BFF REFER TO CIVIL FOR CONTINUATION 4" SANITARY WASTE I.E. = 4' - 6" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 4" SANITARY WASTE I.E. = 12' - 1" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 4" SANITARY WASTE I.E. = 11' - 3" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 6" SANITARY WASTE I.E. = 7' - 6" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 6" SANITARY WASTE I.E. = 7' - 9" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 6" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 8" STORM CONNECTION (470 GPM) I.E. = 3'-8" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 4" STORM CONNECTION (72 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (234 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 4" S CAP FOR FUTURE CONNECTION EXISTING 468,000 GALLON UNDERGROUND CISTERN #2 FOOTPRINT 2" CONDENSATE I.E. = 2'-1" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 3) 6" STORM CONNECTION (198 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 2" CONDENSATE I.E. = 3'-5" BFF REFER TO CIVIL FOR CONTINUATION 6"ST (177 GPM) 6"ST (234 GPM) 4"ST (75 GPM) 4"ST (46 GPM) 4"ST (106 GPM) 6"ST (178 GPM) 6"ST (229 GPM) 4890 W Kennedy Blvd, Suite 250 Tampa, FL 33609 P 813.637.0110 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® TRUE NORTH 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 723051 6/18/2025 8:11:49 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-TLCS-ID-STTZZZ-M3D-MEC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 PE1-000-P1 FLOOR PLAN - UNDERSLAB - OVERALL - PACKAGE 1 JMS 23324.0100 06/20/2025 SAM DJC DESIGN DEVELOPMENT 08-AE-23324-STT_R24 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 PLUMBING FLOOR PLAN - UNDERSLAB - OVERALL - PACKAGE 1 NO. DATE DESCRIPTION 14 15 PE4-102-P2 1 3"PD UP T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 H AA AB AC AD AE AF AG AH AK A3 A2 13.5 3.5 7.9 AJ K.9 K.3 J.7 DE NEW 16" GRAVITY OVERFLOW FROM CISTERN TO STORM, REFER TO CIVIL PLANS. EXISTING 732,000 GALLON UNDERGROUND CISTERN #1 FOOTPRINT EXISTING 468,000 GALLON UNDERGROUND CISTERN #2 FOOTPRINT 4" SANITARY WASTE I.E. = 3' - 3" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 6" SANITARY WASTE I.E. = 7' - 6" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 6" SANITARY WASTE I.E. = 7' - 9" BFF REFER TO CIVIL FOR CONTINUATION 6" SANITARY WASTE REFER TO CIVIL FOR CONTINUATION AND GREASE INTERCEPTOR LOCATION (2) GB-1500 HYDROMECHANICAL GREASE INTERCEPTORS REFER TO CIVIL FOR COORDINATION 6" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 6" SANITARY WASTE I.E. = 8' - 6" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (289 GPM) I.E. = 6'-1" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (257 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 8" STORM CONNECTION (470 GPM) I.E. = 3'-8" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 2) 4" STORM CONNECTION (85 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 12" STORM CONNECTION (2030 GPM) I.E. = 8'-0" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (271 GPM) I.E. = 4'-8" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (271 GPM) I.E. = 4'-10" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (137 GPM) I.E. = 4'-1" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (299 GPM) I.E. = 4'-1" BFF REFER TO CIVIL FOR CONTINUATION 10" STORM CONNECTION (1294 GPM) I.E. = 4'-9" BFF REFER TO CIVIL FOR CONTINUATION 10" STORM CONNECTION (1005 GPM) I.E. = 7'-4" BFF REFER TO CIVIL FOR CONTINUATION 8" STORM CONNECTION (616 GPM) I.E. = 5'-7" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION (81 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION (39 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (271 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION STORM PIPE TO CISTERN (TYPICAL) STORM PIPE TO CISTERN (1531 GPM) 4" S CAP FOR FUTURE CONNECTION 3" CONDENSATE I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 4" SANITARY WASTE I.E. = 4' - 6" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION (72 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 2" CONDENSATE I.E. = 2'-1" BFF REFER TO CIVIL FOR CONTINUATION 4" STORM CONNECTION I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION (TYP. 3) 2" CONDENSATE I.E. = 3'-5" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 4" SANITARY WASTE I.E. = 12' - 1" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (234 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 4" DOMESTIC WATER TAP FROM WAPA I.E. = 1'-2" BFF REFER TO CIVIL FOR CONTINUATION EXISTING 4" SANITARY WASTE I.E. = 11' - 3" BFF REFER TO CIVIL FOR CONTINUATION 6" STORM CONNECTION (198 GPM) I.E. = 3'-0" BFF REFER TO CIVIL FOR CONTINUATION 10"ST (933 GPM) 4"ST (106 GPM) 4"ST (46 GPM) 4"ST (75 GPM) 6"ST (234 GPM) 6"ST (177 GPM) 12"ST (1606 GPM) 6"ST (178 GPM) 6"ST (229 GPM) 4890 W Kennedy Blvd, Suite 250 Tampa, FL 33609 P 813.637.0110 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® TRUE NORTH 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 723051 6/18/2025 8:12:15 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-TLCS-ID-STTZZZ-M3D-MEC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 PE1-000-P2 FLOOR PLAN - UNDERSLAB - OVERALL - PACKAGE 2 JMS 23324.0100 06/20/2025 SAM DJC DESIGN DEVELOPMENT 08-AE-23324-STT_R24 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 PLUMBING FLOOR PLAN - UNDERSLAB - OVERALL - PACKAGE 2 NO. DATE DESCRIPTION 14 15 T S R P N M L K J/K J H/J G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 16 17 18 19 20 21 22 23 24 25 V W X H AA AB AC AD AE AF AG AH AK A3 A2 D1 D2 DJ DH DH1 DG 13.5 3.5 7.9 DA DB DC DD DK AJ DF 17.8 DL K.9 K.3 J.7 DE PE4-103-P2 1 4890 W Kennedy Blvd, Suite 250 Tampa, FL 33609 P 813.637.0110 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® TRUE NORTH 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: 723051 6/18/2025 8:13:52 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-TLCS-ID-STTZZZ-M3D-MEC0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT TERMINAL EXPANSION CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 PE1-100-P3 PLUMBING PLAN - LEVEL 01 - OVERALL - PACKAGE 3 JMS 23324.0100 06/20/2025 SAM DJC DESIGN DEVELOPMENT 08-AE-23324-STT_R24 32 23 31 22 13 34 21 12 24 11 14 15 33 16 1" = 40'-0" 1 PLUMBING FLOOR PLAN - LEVEL ONE - OVERALL - PACKAGE 3 NO. DATE DESCRIPTION UP UP UP 3 3 3 CAT CAT CAT CAT CAT CAT BENCH BENCH 1 4 3 2 L 2 L L ETD ETD ETD BENCH BENCH 1 4 3 ETD 2 L BENCH BENCH 1 3 CB CB CB CB CB CB CB CB CB CB 15" RCP 24" RCP 30" RCP 30" RCP 36" RCP 48" RCP 36" RCP 30" RCP 48" RCP 54" RCP CB CB CB TERMINAL BUILDING VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD TRAILER TRAILER BK) SIDEWALK STAIRS TAXIWAY SHOULDER E WV FDC WV HYDRANT VAULT C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C SS SS SS SS SS SS FH FH FH FH FH FH FH SEE ENLARGED PLAN SHT. C-602 CORE DRILL EXISTING MANHOLE AND CONNECT 16" HDPE ROOF DRAIN 10" CLASS 51 DIP FIRE LOOP (UNDERGROUND) 16" HDPE ROOF DRAIN TRAFFIC RATED MANHOLE AERIAL FIRE PROTECTION MAIN, SEE PLUMBING DRAWINGS FOR INTERNAL BUILDING ROUTING 10" CLASS 51 DIP FIRE LOOP (UNDERGROUND) 6" PVC SANITARY SEWER - SEE PLUMBING FOR CONTINUATION TRAFFIC RATED MANHOLE TRAFFIC RATED MANHOLE TRAFFIC RATED MANHOLE TRAFFIC RATED MANHOLE 6" PVC SANITARY SEWER - SEE PLUMBING FOR CONTINUATION 6" PVC SANITARY SEWER - SEE PLUMBING FOR CONTINUATION 10" HDPE CISTERN OVEFLOW LINE. SEE PLUMBING FOR CONTINUATION TRAFFIC RATED MANHOLE WITH GASKETED LID 10" HDPE CISTERN OVEFLOW CORE DRILL EXISTING MANHOLE AND CONNECT OVERFLOW LINE WITH IN-LINE CHECK VALVE AERIAL FIRE PROTECTION MAIN, SEE PLUMBING DRAWINGS FOR INTERNAL BUILDING ROUTING TRAFFIC RATED MANHOLE ASPHALT MILL AND OVERLAY (AFTER PIPE REPLACEMENT) 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 60% DESIGN DEVELOPMENT REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 60% DESIGN DEVELOPMENT KYLE HOLLEY, P.E 01 06 11 16 21 02 07 12 17 22 03 08 13 18 23 04 09 14 19 24 05 10 15 20 25 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E MLT STT24001 06/20/2025 JLP KBH C-601 UTILITY PLAN LEGEND (SYMBOL SIZE MAY VARY) D:\AID Dropbox\1-PROJECTS\STT\STT24001 - STT Terminal\03-Drawings\C-601 UTILITY PLAN.dwg Tab: C-601 Jun 18, 2025 - 6:11pm Plotted by: Kyle Holley PROJECT LIMITS EXISTING BUILDING C-601 UTILITY PLAN.dwg EXISTING LIGHT POLE EXISTING WATER MANHOLE EXISTING SANITARY MANHOLE EXISTING INLET SQUARE EXISTING UTILITY PULL BOX (UNK.) EXISTING STORM MANHOLE EXISTING FIRE DEPARTMENT CONNECTION EXISTING WATER VAULT EXISTING WATER VALVE (WATER BOX) EXISTING CURB INLET EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING TREE (MISCELLANEOUS) EXISTING ELECTRIC HANDHOLE EXISTING PALM TREE EXISTING BUILDING OVERHANG EXISTING FENCE EXISTING CURB EXISTING BOLLARD EXISTING RUNWAY OBJECT FREE AREA EXISTING CONCRETE JOINT A C E REINFORCED EDGE ISOLATION JOINT DOWELED TRANSVERSE CONTRACTION JOINT DOWELED LONGITUDINAL CONSTRUCTION JOINT 0' 50' 100' SANITARY SEWER LINE STORM DRAINAGE LINE FIRE PROTECTION LINE (U/G) SS FIRE PROTECTION LINE (AERIAL) CONCRETE PAVEMENT ASPHALT PAVEMENT NOTES: 1. SW IS WEIGHT OF CONCRETE SLAB. 2. SURFACE LIVE LOADS ARE UNREDUCIBLE. 3. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 4. ALL LOADS ARE UNFACTORED SERVICE LOADS. MAIN TERMINAL LEVEL 1 LOADING DIAGRAM KEY LEVEL 1 TYPICAL OCCUPANCY MECHANICAL, PUMP ROOM 100 PSF 150 PSF SURFACE LIVE LOAD 0 PSF + SW SURFACE DEAD LOAD LIGHT STORAGE 125 PSF 0 PSF + SW 0 PSF + SW T S R P N M L K J H 2 3 4 5 6 7 8 G F E D 9 10 11 12 13 14 X 16 W V 17 18 DH DG DE DJ DA DB DC DD D2 DF DK DL EXISTING BAGGAGE CLAIM NOT IN SCOPE COMMUTER TERMINAL SEE SI0-004 SA L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:07:30 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SI0-006 DESIGN CRITERIA DIAGRAMS LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 1" = 30'-0"1 LOADING PLAN - MAIN TERMINAL LEVEL 1 NO. DATE DESCRIPTION NOTES: 1. SW IS WEIGHT OF CONCRETE SLAB. 2. SURFACE LIVE LOADS ARE UNREDUCIBLE. 3. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 4. ALL LOADS ARE UNFACTORED SERVICE LOADS. COMMUTER TERMINAL + CUP LEVEL 1 LOADING DIAGRAM KEY LEVEL 1 TYPICAL OCCUPANCY MECHANICAL, PUMP ROOM 100 PSF 150 PSF SURFACE LIVE LOAD 0 PSF + SW SURFACE DEAD LOAD 0 PSF + SW CUP ROOF LOADING DIAGRAM KEY NOTES: 1. DEAD LOAD IS WEIGHT OF ROOF ASSEMBLY AND SELF-WEIGHT OF STRUCTURE. 2. SW IS WEIGHT OF STEEL ROOF FRAMING AND METAL ROOF DECK. SEE GENERAL NOTES. 3. ROOF SYSTEM WEIGHT IS THE MAXIMUM UNIT WEIGHT OF ROOFING SYSTEM AND METAL DECK. 4. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 5. ALL LOADS ARE UNFACTORED SERVICE LOADS. OCCUPANCY MECHANICAL ROOF 20 PSF SURFACE LIVE LOAD 9 PSF + SW + SOLAR ALLOWANCE SURFACE DEAD LOAD CUP ROOF LOADING DIAGRAM KEY ROOF TYPICAL NOTES: 1. HANGING COLLATERAL IS FOR CEILING BELOW FLOOR NOTED, SUPPORTED OFF STRUCTURE. 2. HANGING COLLATERAL INCLUDES: LIGHTING, DUCTWORK, CONDUIT, CABLE TRAY, SPRINKLERS, PIPING, AND MISCELLANEOUS FRAMING. 3. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 4. ALL LOADS ARE UNFACTORED SERVICE LOADS. OCCUPANCY 11 PSF HANGING COLLATERAL DEAD LOAD MECHANICAL ROOF 13 PSF 14 AK AA A1 AE 14" DIA PIPES 130 PLF 16" DIA PIPES 160 PLF 12" DIA PIPE 105 PLF 14 AK AA A1 AE 14 15 AK AA A1 AE 12" DIA PIPES 105 PLF 14 15 AK AA A1 AE GENERATORS 39 KIPS CHILLERS 14 KIPS TANKS 11 KIPS TRANSFORMER 11 KIPS SWITCHBOARD 11 KIPS PUMPS 3 KIPS TANKS 7 KIPS WATER TREATMENT XX KIPS AHU 1-6 7 KIPS AHU 1-5 5 KIPS AHU 2-7 3 KIPS COMMUTER TERMINAL + CUP LEVEL 2 LOADING DIAGRAM KEY COMMUTER ROOF OCCUPANCY 11 PSF HANGING COLLATERAL DEAD LOAD LEVEL 2 MECHANICAL 13 PSF NOTES: 1. HANGING COLLATERAL IS FOR CEILING BELOW FLOOR NOTED, SUPPORTED OFF STRUCTURE. 2. HANGING COLLATERAL INCLUDES: LIGHTING, DUCTWORK, CONDUIT, CABLE TRAY, SPRINKLERS, PIPING, AND MISCELLANEOUS FRAMING. 3. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 4. ALL LOADS ARE UNFACTORED SERVICE LOADS. LEVEL 2 MECHANICAL W/ BAGGAGE CONVEYANCE 63 PSF COMMUTER TERMINAL + CUP LEVEL 2 LOADING DIAGRAM KEY OCCUPANCY MECHANICAL LEVEL 2 150 PSF SURFACE LIVE LOAD SURFACE DEAD LOAD NOTES: 1. DEAD LOAD IS WEIGHT OF FLOOR ASSEMBLY AND SELF-WEIGHT OF STRUCTURE. 2. SW IS WEIGHT OF STEEL FRAMING, METACK DECK, COMPOSITE DECK, AND COMPOSITE CONCRETE SLAB. SEE GENERAL NOTES. 3. SURFACE LIVE LOADS ARE UNREDUCIBLE. 4. DESIGN LIVE LOAD IS SURFACE LIVE LOAD OR WEIGHT OF EQUIPMENT, WHICHEVER IS HEAVIER. 5. ALL LOADS ARE UNFACTORED SERVICE LOADS. COMMUTER ROOF 20 PSF 9 PSF + SW 0 PSF + SW MECHANICAL ROOF 20 PSF 9 PSF + SW 14 15 AK AA A1 AE 1" = 30'-0" 10 LOADING PLAN - CUP - ROOF 1" = 30'-0"9 HANGING LOAD PLAN - CUP - ROOF L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:07:19 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SI0-004 DESIGN CRITERIA DIAGRAMS LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 1" = 30'-0"5 HANGING LOAD PLAN - COMMUTER TERMINAL + CUP - LEVEL 2 1" = 30'-0"6 LOADING PLAN - COMMUTER TERMINAL + CUP - LEVEL 2 1" = 30'-0"1 LOADING PLAN - COMMUTER TERMINAL + CUP - LEVEL 1 Superimposed Dead Loads Flooring 4 psf MEP 5 psf MEP at CUP 7 psf Sprinkler 3 psf Hanging Baggage Conveyance 50 psf Typical Ceiling 3 psf Architectural Ceiling 10 psf Roofing System at Commuter/CUP 9 psf Roofing System at Main Terminal 8 psf Roofing System at Main Level 2 10 psf Solar Allowance 7 psf Notes: Superimposed dead loads do not include self-weight of members shown in structural drawings. NO. DATE DESCRIPTION E CB CB CB CB CB CB CB CB CB CB 15" RCP 24" RCP 30" RCP 30" RCP 36" RCP 48" RCP 36" RCP 30" RCP 48" RCP 54" RCP CB CB CB TERMINAL BUILDING VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD AK) SMH MIP GREASE_TRAP EL: 15.82 COLUMN (TYP.) COLUMN (TYP.) STAIRS STAIRS WMH MIP HYDRANT_VAULT EL: 15.56 UTILITY BOX - FLUSH W/GRADE FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) SMH MIP GREASE_TRAP 15.88 AA) TOR= 15.42 INV.(SE)= 13.55 (8" STL) INV.(N)= 13.55 (8" STL) AB) AC) AD) AE) AF) AG) AH) AI) AJ) AL) AM) AN) AO) AP) AQ) AR) AS) AT) AU) AV) AW) AX) AY) AZ) BA) BB) BC) BD) BE) BF) BG) BH) BI) BJ) TRAILER TRAILER STAIRS WOOD DOCK BK) GATE BL) BL) BL) BL) BL) CONCRETE WALL SIDEWALK BM) BM) BM) BM) BM) BM) BM) BM) BN) BN) BO) BO) BO) BO) BO) BO) BO) BO) BO) STAIRS CONC. TILE CONC. TILE CONC. TILE CONC. TILE BP) BQ JUNCTION BOX TAXIWAY SHOULDER TAXIWAY SHOULDER MARKING (TYP.) TAXIWAY CENTERLINE MARKING TAXIWAY EDGE MARKING (TYP.) BN) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) FILTER FABRIC INLET PROTECTION, SEE DETAIL 2/C102 (TYP.) 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 60% DESIGN DEVELOPMENT REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 60% DESIGN DEVELOPMENT KYLE HOLLEY, P.E 01 06 11 16 21 02 07 12 17 22 03 08 13 18 23 04 09 14 19 24 05 10 15 20 25 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E MLT STT24001 06/20/2025 JLP KBH C-101 EROSION CONTROL PLAN LEGEND (EXISTING FEATURES) D:\AID Dropbox\1-PROJECTS\STT\STT24001 - STT Terminal\03-Drawings\C-101 EROSION CONTROL PLAN.dwg Tab: C-101 Jun 18, 2025 - 6:08pm Plotted by: Kyle Holley PROJECT LIMITS EXISTING BUILDING C-101 EROSION CONTROL PLAN.dwg 0' 50' 100' EXISTING LIGHT POLE EXISTING WATER MANHOLE EXISTING SANITARY MANHOLE EXISTING INLET SQUARE EXISTING UTILITY PULL BOX (UNK.) EXISTING STORM MANHOLE EXISTING FIRE DEPARTMENT CONNECTION EXISTING WATER VAULT EXISTING WATER VALVE (WATER BOX) EXISTING CURB INLET EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING TREE (MISCELLANEOUS) EXISTING ELECTRIC HANDHOLE EXISTING PALM TREE EXISTING BUILDING OVERHANG EXISTING FENCE EXISTING CURB EXISTING BOLLARD EXISTING CONCRETE JOINT EXISTING RUNWAY OBJECT FREE AREA INLET PROTECTION LEGEND (PROPOSED WORK) KEYNOTES AA) TOR= 14.30 INV.(SE)= 8.82 (24" RCP) INV.(NW)= 8.77 (24" RCP) SUMP= 8.03 CONNECTIONS ARE UNKNOWN AB) TOR= 15.27 INV.(S)= 12.82 (8" STL) INV.(N)= 12.79 (8" STL) AC) TOR= 15.51 INV.(E)= 12.0± (8" STL) INV.(S)= 11.91 (8" STL) INV.(N)= 11.86 (8" STL) EAST PIPE NOT CONNECTED AT TIME OF SURVEY AD) TOR= 15.61 INV.(S)= 11.51 (8" STL) INV.(N)= 11.51 (8" PVC) FLOW IS TO THE NORTH AE) EL: 15.21 UPB MIP A.E.E. VAULT AF) TOR= 15.13 INV.(E)= 10.58 (18" RCP) INV.(N)= 7.78 (36" RCP) INV.(S)= 7.78 (36" RCP) AG) TOR= 15.40 INV.(N)= 11.85 (18" HDPE) INV.(W)= 11.30 (18" RCP) BOTTOM= 11.20 AH) CONTECH MANHOLE TOR= 15.28 AI) TOR= 15.30 INV.(N)= 12.25 (18" HDPE) AJ) TOR= 15.33 INV.(E)= 10.13 (18" RCP) INV.(N)= 8.70 (30" RCP) INV.(NE)= 8.28 (18" HDPE) INV.(S)= 8.23 (36" RCP) AK) COLUMN (TYP.) AL) TOR= 15.56 INV.(N)= 13.16 (18" HDPE) AM) CONTECH MANHOLE TOR= 15.61 AN) EL: 15.78 MIP A.E.E. VAULT AO) TOR= 15.20 INV.(N)= 8.90 (30" RCP) INV.(S)= 8.40 (30" RCP) AP) TOR= 15.46 INV.(S)= 11.91 (18" HDPE) INV.(N)= 8.86 (18" HDPE) INV.(SW)= 8.54 (18" HDPE) SUMP= 8.21 AQ) EL: 15.76 UPB MIP A.E.E. VAULT AR) WATER QUALITY DRAINAGE MANHOLE TOR= 15.58 INV.(S)= 9.08 (18" HDPE) INV.(N)= 8.28 (18" HDPE) TOP OF FILTER= 11.28 SUMP= 4.48 AS) TOR= 15.62 INV.(S)= 8.42 (18" HDPE) AT) TOR= 15.61 INV.(W)= 10.41 (6" PVC) INV.(S)= 10.26 (8" PVC) INV.(N)= 10.26 (8" PVC) FLOW IS TO THE NORTH AU) TOR= 15.10 INV.(W)= 12.35 (15" RCP) AV) TOR= 15.25 INV.(W)= 13.45 (3" PVC) INV.(SW)= 12.95 (4" PVC) INV.(E)= 12.08 (15" RCP) INV.(NE)= 11.83 (15" RCP) THE WEST AND SOUTHWEST CONNECTIONS ARE BELIEVED TO CONNECT TO ROOF DRAINS AW) TOR= 14.67 INV.(SW)= 11.97 (15" RCP) INV.(NW)= 11.92 (18" HDPE) AX) TOR= 15.95 INV.(S)= 8.85 (8" PVC) INV.(NE)= 8.80 (8" STL) AY) TOR= 14.98 INV.(NE)= 9.38 (18" HDPE) INV.(NW)= 9.48 (24" RCP) INVERTS HAVE BEEN VERIFIED NW PIPE IS HIGHER AZ) TOR= 15.14 INV.(NE)= 10.69 (6" PVC) INV.(SE)= 10.24 (24" RCP) INV.(S)= 10.14 (30" RCP) BA) EL: 15.06 UPB MIP A.E.E. VAULT BB) EL: 15.91 UPB MIP A.E.E. VAULT BC) TOR= 14.92 INV.(SE)= 10.9± (18" HDPE) INV.(NE)= 10.62 (18" HDPE) INV.(SW)= 10.32 (18" HDPE) SUMP= 9.37 BD) EL: 15.86 UPB MIP UNLABELLED VAULT BE) CURB INLET TOR= 15.09 INV.(E)= 12.89 (18" HDPE) INV.(SW)= 11.79 (18" HDPE) BF) TOR= 15.11 INV.(NE)= 12.51 (18" HDPE) INV.(W)= 11.76 (18" HDPE) INV.(SE)= 11.10 (18" HDPE) SUMP= 10.66 THE NORTHEAST CONNECTION IS BELIEVED TO BE THE TRENCH DRAIN HEADING NORTHEASTERLY; THE SOUTHEAST CONNECTION IS UNKNOWN BG) EL: 15.37 UPB MIP UNLABELLED VAULT BH) 14.88 UPB MIP UNLABELLED VAULT BI) TOR= 15.95??? INV.(SW)= 3.71 (8" STL) INV.(N)= 3.66 (8" STL) BJ) TOR= 14.96 THE STRUCTURE IS FULL OF DEBRIS; NO PIPES ARE VISIBLE TOP OF DEBRIS= 13.00 IT IS BELIEVED THAT THIS STRUCTURE IS CONNECTED TO THE TRENCH DRAIN RUNNING SOUTHEASTERLY BK) WOOD STRUCTURE BL) RAMP BM) HANDRAIL BN) SIGN (TYP.) BO) EDGE OF SIDEWALK AND APRON BP) RETAINING WALL BQ) INLET C102-EROSION CONTROL DETAILS.dwg 1. EXCEPT AS NECESSARY FOR CONSTRUCTION, EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS/KNOWN WATER WAYS OR IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. 2. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO THE WETLANDS/KNOWN WATER WAYS. TREATMENT METHODS INCLUDE AND ARE NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS USVI/ ST.CROIX LOCAL GOVERNMENT WATER QUALITY STANDARDS. 3. THE CONTRACTOR SHALL SCHEDULE HIS/HER OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, THEREAFTER ADDITIONALLY, GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. 4. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL ALTERED SOILS ARE STABILIZED. PAYMENT FOR EROSION CONTROL FOR THE DURATION OF THE PROJECT SHALL BE INCLUDED IN THE CONTRACTORS LUMP SUM BID FOR TEMPORARY EROSION AND SEDEMENTATION CONTROL. INLET PROTECTION BAGS SHALL BE EMPTIED ONCE THEY HAVE REACHED 50% CAPACITY, AND REPLACED AS NECESSARY IF HOLES OR GAPS IN THE FABRIC FORM FROM ANY WEAR AND TEAR. ALL SEDIMENT SHALL BE DISPOSED OF LEGALLY OFF OF AIRPORT PROPERTY. 5. THE CONTRACTOR SHALL INSTALL SOIL TRACKING PREVENTION DEVICES AT THE EXITS TO ALL CONSTRUCTION STAGING AREAS. SEE DETAIL 1 BELOW. SEDIMENT TRAPPING SUMPS SHALL BE CHECKED WEEKLY AND BE PUMPED OR RE-DUG ONCE THEY HAVE REACHED 50% CAPACITY AND AT A MINIMUM ONCE EACH MONTH. ALL SILT AND SEDIMENT EXCAVATIONS SHALL BE DISPOSED OF LEGALLY OFF OF AIRPORT PROPERTY. EROSION CONTROL NOTES AND DETAILS: EXISTING PAVED ROADWAY A PLAN N.T.S. A TAPER TO EXISTING 4:1 OR LESS TAPER TO SEDIMENT TRAP B 3% 1' MIN B N.T.S. N.T.S. ROCK 4' TEMPORARY ENTRANCE EXISTING PAVED ROADWAY #57 STONE OR CRUSHED GRAVEL FILTER FABRIC 50' 16' BERM 8" HIGH X 3' WIDE 20'R GRADE TO SEDIMENT TRAPPING SUMP N.T.S. 1 CONSTRUCTION ENTRANCE (TYPE 1) OPTIONAL POST POSITIONS VERTICAL ELEVATION SECTION POST OPTIONS: SOFTWOOD 2½" DIA. SOFTWOOD 2" x 4" HARDWOOD 1½" x 1½" STEEL 1.33 LBS./FT. 3' OR MORE 6' MAX. 15" TO 18" 12"MIN. 8" FILTER FABRIC FILTER FABRIC SILT FLOW PRINCIPLE POST POSITION (CANTED 20° TOWARD FLOW) 20° N.T.S. 3 SILT FENCE, TYPE III SECTION INLET GRATE FILTER FABRIC INSERT FRAME PLAN NOTE: INLET CRATE TO BE WRAPPED WITH FILTER FABRIC AND SECURED IN FRAME. N.T.S. 2 INLET DRAIN PROTECTION (SOIL TRACKING PREVENTION) FILTER FABRIC WRAPPED AROUND INLET GRATE FILTER FABRIC DETAIL C-102 EROSION CONTROL DETAILS 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT CONSULTANTS: B C D SHEET NUMBER: SHEET NAME: KEYPLAN REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: This Document was produced by or under the authority of Registered Architect: 3 1 2 A All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. GENERAL NOTES 60% DESIGN DEVELOPMENT REVISIONS NO. DATE DESCRIPTION St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 60% DESIGN DEVELOPMENT KYLE HOLLEY, P.E 01 06 11 16 21 02 07 12 17 22 03 08 13 18 23 04 09 14 19 24 05 10 15 20 25 5001 CHANDLERS WHARF STE. 5C P.O. BOX 26162 CHRISTIANSTED, VI 00824-2162 VIRGIN ISLANDS BUSINESS LICENSE No. 1-19346-1B USVI P.E #1308-E MLT STT24001 06/20/2025 JLP KBH L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:25:52 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SD9-001-P1 AXONOMETRIC VIEWS - PHASE 1 DEMO LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 1 LEVEL 1 AXO - DEMO PHASE 1 2 LEVEL 2/LOW ROOF AXO - DEMO PHASE 1 3 HIGH ROOF AXO - DEMO PHASE 1 3D VIEWS INCLUDED IN THE STRUCTURAL DRAWINGS ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SUPERSEDE THE INFORMATION PRESENTED IN THE 2D PLANS AND DETAILS NO. DATE DESCRIPTION L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:29:39 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SE9-001-P1 AXONOMETRIC VIEWS LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 3D VIEWS INCLUDED IN THE STRUCTURAL DRAWINGS ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SUPERSEDE THE INFORMATION PRESENTED IN THE 2D PLANS AND DETAILS 1 LEVEL 1 AXO - PHASE 1 2 LEVEL 2/LOW ROOF AXO - PHASE 1 3 HIGH ROOF AXO - PHASE 1 NO. DATE DESCRIPTION L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:32:45 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SD9-001-P2 AXONOMETRIC VIEWS - PHASE 2 DEMO LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 1 LEVEL 1 AXO - DEMO PHASE 2 2 LEVEL 2/LOW ROOF AXO - DEMO PHASE 2 3 HIGH ROOF AXO - DEMO PHASE 2 3D VIEWS INCLUDED IN THE STRUCTURAL DRAWINGS ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SUPERSEDE THE INFORMATION PRESENTED IN THE 2D PLANS AND DETAILS NO. DATE DESCRIPTION L.A. FUESS PARTNERS, INC. Structural Engineers 211 Congress Street, Suite 810 • Boston, MA 02110 617.948.5700 • www.lafp.com This drawing is released for the purpose of under the authority of It is NOT to be used for construction purposes. 4 5 PROJECT TITLE: CYRIL E. KING AIRPORT B C D 0" 1/4" 1/2" 1" 2" SHEET NUMBER: SHEET NAME: REVISIONS ISSUE DATE: CHECKED BY: PROJECT NUMBER: FILE NAME: DRAWN BY: APPROVED BY: COPYRIGHT: 3 1 2 A This Document was produced by or under the authority of Professional Engineer: All information that is disclosed herein whether directly or indirectly is: (1) to be treated as confidential; (2) to be used only for the purpose of ccordination an providing the Design Progression updates; (3) not to be disclosed by either party to any third party, without the express prior written consent of the disclosing party. Not for regulatory approval, permitting, or construction. CONSULTANTS: LANCE W. MUNGER DESIGN DEVELOPMENT LANCE W. MUNGER, P.E. #0-63579-1B on JUNE 20, 2025 CORGAN 401 N. Houston St, Dallas, TX 75202 T: 214-748-2000 LAFP PROJECT NO. 23244 6/13/2025 5:35:46 PM Autodesk Docs://23324.0000 - USVI - STT and STX PPP RFP/USVI-LAFP-ID-STTZZZ-M3D-STR0-00001.rvt St Thomas, Airport Rd, Charlotte Amalie West, St Thomas 00802, U.S. Virgin Islands STT Terminal Expansion SE9-001-P2 AXONOMETRIC VIEWS LAFP 23244.0100 06/20/2025 LAFP LAFP DESIGN DEVELOPMENT 3D VIEWS INCLUDED IN THE STRUCTURAL DRAWINGS ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SUPERSEDE THE INFORMATION PRESENTED IN THE 2D PLANS AND DETAILS 1 LEVEL 1 AXO - PHASE 2 2 LEVEL 2/LOW ROOF AXO - PHASE 2 3 HIGH ROOF AXO - PHASE 2 NO. DATE DESCRIPTION 3 R 4 R-4 R-4R-4 R-4 R-3R-3 R-3 R-3 R-4 R-3 R-4 R-3 R-4R-4 R-4 R-4 R-3 R-4 R-4 R-3 R-3R-3R-3 R-4 R-4 R-3 R-3 R-4 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 P ROAD R-3 R-3 R-3 R-3R-3 R-3 R-3 R-3 R-3 R- B-2 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 C ROAD ROAD R-3 B-2 B-2 R-3R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R R-3 R-3R-3 R-3 R-3 R-3 B-2 R-3 B-2 C C R-3 R-3R-3R-3 R-3 R-3 R-3 R-3 B-2 P R-3 C C R-3 R-3 R-3 B-2 R-3 C R-3 R-3 R-3 R-3 R-3 R-3 B-2 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 C R-3 R-3 C R-3 B-2 R-3 C R-3 R-3 R C R-3 R-3 P R-3 P R-3 P R-3 R-3 C R-3 R-3 R-3 R-3 R-3 P R-3 C R-3R-3 R-3 R-3 R-3R-3 C R-3 C P C P C C R R-3 R-3 C C C R-3 C R-3 C C C R-3 C C C P R C C C C CC C C C C C C C C C C C P C P C C C R-3 C P P C R-4 R-4 P R-4 R-4R-4R P R-4R-4R-4 R-4 P R R-4 R-4R-4R-4 R-4ROAD R-4 R-4 R-4 R-4 P R-4 R-4 R P P W-1 W-1 I-2I-2P W-1 P I-2 W-1 P P W-1 ROAD I-2P I-2 P R-3 W-1 I-2 W-1 P W-1 P W-1 W-1 W-1 R-3 I-2 R-3 ROAD P I-2 R-3 R-3 P I-2 R-3 P P I-2 R-3R-3 W-1 R-3 I-2 P R-3 W-1 P R-3 R-3 W-1 R-3 R-3 R-3 R-3 R R-3 R-3 R-3 R-3 P R-3 R-3 P R-3 R-3 I-2 P I-2 R-3 R-3 R-3 ROAD P R-3 I-2 I-2 ROAD P P I-2 P R-3 R-3 R-3 R-3 I-2 I-2 I-2 P I-2 I-2 P I-2 I-2 I-2 I-2 P P I-2 I-2I-2 I-2 P I-2I-2 P I-2 I-2 I-2 I-2 I-2 I-2 ROAD I-2 I-2 I-2 ROAD I-2I-2I-2 P I-2 PP I-2 ROAD I-2 I-2 I-2 I-2 I-2 I-2 P PP P P I 1 P Leaflet | U.S. Virgin Islands US Virgin Islands May 21, 2025 Parcel Map Property Information Property ID 105104010100 Location LINDBERG 68 THROUGH 72 4A SOUTHSIDE QTR Owner Virgin Islands Port Authority MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT US Virgin Islands makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map. Geometry updated 04/2025 Data updated 09/2024 Print map scale is approximate. Critical layout or measurement activities should not be done using this resource. 1" = 2516.8317159501 ft !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community µ 1 in = 600 ft Stormwater Inventory Map Virgin Islands Port Authority Cyril E. King International Airport (STT) St Thomas, U.S. Virgin Islands Job Number: 22A0104 0 600 1,200 Feet !( Storm Sewer Inlet !( Potential Storm Sewer Manhole !( Culvert !( Structure Not Verified Likely Drainage Path 1' Elevation Contour Drainage Areas Document Path: I:\22Jobs\22A0104\CAD\GIS\Projects\STT_Cover Page.mxd Page: 1 of 10 Outfall 001 Outfall 002 Outfall 003 Appendix D Copy of Deed/Lease Environmental Assessment Report and Development Permit Application Virgin Islands Port Authority Cyril E. King Airport SLR Project No.: 241.031562.00002 September 26, 2025 Appendix E Property Tax Clearance Letter Environmental Assessment Report and Development Permit Application Virgin Islands Port Authority Cyril E. King Airport SLR Project No.: 241.031562.00002 September 26, 2025 OFFICE OF THE LIEUTENANT GOVERNOR DIVISION OF THE TAX COLLECTOR 5049 Kogens Gade ∙Charlotte Amalie, Virgin Islands 00802 ∙340.774.2991 ∙Fax 340.779.7825 1105 King Street ∙Christiansted, Virgin Islands 00820 ∙340.773.6449 ∙Fax 340.719.2355 _____________________________________________________________________________ REAL PROPERTY TAX CLEARANCE CERTIFICATE TO ALL WHOM THESE PRESENTS SHALL COME In accordance with 28 V.I.C. §121, as amended, I hereby certify that there are no outstanding Real Property Tax obligations for the following parcel: PARCEL NUMBER CERT NUMBER LEGAL DESCRIPTION OWNER’S NAME Taxes have been researched up to and including ________. ______________________________________________________ CERTIFIED TRUE AND CORRECT BY Real Property Tax Collector SIGNATURE 05/21/2025 DATE 1-05104-0101-00 LINDBERG 68 THROUGH 72 4A SOUTHSIDE QTR Virgin Islands Port Authority Brent A.Leerdam 2024-59935486 2024 Appendix F Certified List of All Property Owners Within a 150 Foot Radius of the Property Boundaries Environmental Assessment Report and Development Permit Application Virgin Islands Port Authority Cyril E. King Airport SLR Project No.: 241.031562.00002 September 26, 2025 A certified list of all property owners within a 150 foot radius of the property boundaries was requested in May of 2025 from the Office of the Lt. Governor and has not yet been received. The only adjacent property owner to the project area is the University of the Virgin Islands. The remainder of the surrounding property is owned by VIPA. Attached is a non- certified list of property owners within a 150 foot radius of the larger airport parcel boundary as listed in the U.S. Virgin Islands, Citizen Access Portal and US Virgin Islands MapGeo. Property Owners Within 150 feet of Project Area Parcel ID Tax ID Owner Name Mailing Address Lindberg Bay 66 4a Southside Qtr 1-05104-0104-00 Univeristy of the VI #2 JOHN BREWERS BAY ST THOMAS VI 00802 Lindberg Bay 64 & 65 Southside Qtr 1-05102-0223-00 Michael E. Kirwan Terrace Project 64 & 65 LINDBERG BAY ST THOMAS VI 00802 Property Owners Within 150 fee of CEKA Parcel Boundary 70t&70u Lindberg Bay Southside Qtr 1-05203-0301-01  Beachcomber Hotel PO BOX 2579 ST THOMAS VI 00803 Linberg Bay 70 D & T Southside Quarter 1-05203-0201-01 Emerald Beach Hotel PO BOX 340 ST THOMAS VI 00804 Subbase Crownbay Nisky35 Southside Qtr 1-05204-0501-18 Government of the V.I. 8100 LINDBERG BAY STE 61 ST THOMAS VI 00802-5904 Contant 8 7a S S Qtr 1-05203-0142-00 NAEL SALEM 4602 ESTATE CHARLOTTE AMALIE ST THOMAS VI 00802 CONTANT 9A 7A S S QTR 1-05203-0137-00 NAEL SALEM 4602 ESTATE CHARLOTTE AMALIE ST THOMAS VI 00802 Contant 9e & 9da 7a S S Qtr 1-05203-0125-00 Linen House Inc PO BOX 6397 ST THOMAS VI 00804 9d Rem Contant 7a Southside Qtr 1-05203-0123-00 Lobban Harvey Ginger A PO BOX 306558 ST THOMAS VI 00803-6558 Contant 9c 7a S S Qtr 1-05203-0120-00 Commercial Development Group LLC PO BOX 302761 ST THOMAS VI 00803-276 Contant Estate 9b Remainder No.7a Southside Qtr 1-05203-0112-00 Gorrell Inc PO BOX 304757 ST THOMAS VI 00803-4757 Contant 9ba 7a S S Qtr 1-05203-0111-00 Cobb Realty Inc PO BOX 10150 ST THOMAS VI 00801-3150 4d&4db Lindberg Bay Southside Qtr 1-05203-0110-00 Prince, Frank & Ellen & Others 4215 ANNAS RETREAT 242 ST THOMAS VI 00802-1788 Lindberg 10 S S Qtr 1-05203-0106-00 Ellen Prince 4215 ANNAS RETREAT 242 ST THOMAS VI 00802-1788 Lindberg 10q S S Qtr 1-05203-0104-00 Newton, Valeria 4215 ANNAS RETREAT N0.242 ST THOMAS VI 00802 Lindberg Bay 11b S S Qtr 1-05203-0102-00 Khalil, Faris M. &Amal A. (Trustees) PO BOX 301800 ST THOMAS VI 00803-1800 Lindberg Bay 11a S S Qtr 1-05203-0101-00 Rix-Ski S Inc PO BOX 303623 ST THOMAS VI 00803-3623 12 Lindberg Bay No.4a Southside Qtr 1-05201-0455-00 Creque Margaret Louis and William Carter 12 LINDBERG BAY ST THOMAS VI 00802 Lindberg Bay 13c Southside Qtr 1-05201-0454-00 Novella Joseph PO BOX 9622 CHARLOTTE AMA VI 00801-2622 Lindberg Bay 13 Southside Qtr 1-05201-0450-00 Henderson & Jackson J & Berg. E & Others P O BOX 4547 ST THOMAS VI 00801 Lindberg Bay 13a Southside Qtr 1-05201-0452-00 Ortiz Pedro and Hecotr JR PO BOX 1147 ST THOMAS VI 00804 Lindberg Bay 14b Southside Qtr 1-05201-0449-00 PARROTT, AUSTIN PO BOX 8336 ST THOMAS VI 00801-1336 Lindberg Bay 14 Southside Qtr 1-05201-0448-00 Parrott Austin PO BOX 337 ST THOMAS VI 00804 Par 15 Rem Lindberg Bay 4a Southside Qtr 1-05201-0652-00 Keswick Guaranty Inc 18285 BLUE RIDGE TPKE GORDONSVILLE VA 22942 Appendix G Qualifications and Background of Designers, Engineers, and Other Professionals Involved with the Project Environmental Assessment Report and Development Permit Application Virgin Islands Port Authority Cyril E. King Airport SLR Project No.: 241.031562.00002 September 26, 2025 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) 22. YEARS COMPLETED General Consulting Contract, Henry E. Rohlsen Airport St. Croix, U.S. Virgin Islands PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2010-Present 2013-Present 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Virgin Islands Port Authority Walter Tomyn Sr. Engineer (317) 459-3353 24. BREIF DESCRIPTION OF THE PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, cost) American Infrastructure Development, Inc. (AID) has provided general consulting services to the Virgin Islands Port Authority at Henry E. Rohlsen Airport since 2010. Over the last 13 years, AID has completed multiple tasks, all of which were completed on time and under budget. AID served as the Prime and Engineer of Record for the reconstruction of the existing air carrier, air cargo, military, and general aviation aprons, as well as the Runway and Taxiways A and B. APRON 6, 7 AND 2 REHAB The apron project is on-going and has been constructed in multiple phases due to funding availability. Phases 1 through 4 have been completed and include asphalt and concrete pavement reconstruction of the air carrier and general aviation aprons and Phases 5, 6 and 7 are currently under design. Construction phasing plan included coordination with the airlines and Airport Operations to temporarily change gate positions to avoid any impact to aircraft operations. Responsibilities included the overall project management, coordination with the FAA on grant Pre-Applications, Applications, and compliance during construction, coordinating with FAA ATCT on Safety Risk Management (SRM) process, preparation of the Construction Safety and Phasing Plan, and Construction Administration Services. Key Personnel  Sabina C. Chadhry  Kyle Holley, P.E.  Renee Culmer  Michael Cummings  Almida Martinez- Rosell LIGHT CARGO APRON This project consisted of design alternatives for a new concrete apron located at Bohlke’s FBO Terminal (known as the Light Cargo Apron). Design challenges included developing a life cycle analysis to show the benefits of demolishing the aging asphalt apron and replacing with new slip form concrete. The life cycle analysis for this project showed an economic benefit to using Portland Cement Concrete pavement in lieu of asphalt with a break even cost at year 16, providing an overall savings to the client of approximately $1M over a 50-year period. Total construction cost for the 13,000 SY apron was $3.8M TW-RW-AIRFIELD VAULT (RUNWAY SHOULDER PAVING PROJECT) This Project is currently on-going and is in the final stages of completion. Construction was funded over two separate grants and included the construction of new 25-ft wide paved shoulders, the replacement of the existing airfield lighting with new LED edge lights, and the construction and relocation of the existing electrical vault building to a new location. Project challenges included phasing of the project to keep runway lighting operational throughout construction and installation of the new electrical equipment. The project also including upgrading the ALCMS computer and display boards in the Tower with remote access from roaming laptops. ($7.1M) RUNWAY 10-28 REHABILITATION The project consisted of the design and construction administration for the rehabilitation of Runway 10-28 at Henry E. Rohlsen Airport in St. Croix, U.S. Virgin Islands. The airport’s only runway is 10,000 feet long by 150 feet wide and had to remain open during the day for commercial, cargo, military, and general aviation traffic. The design considered night-time work, following FAA’s guidelines on off-peak construction, which was required to construct the project. The project included variable milling of the existing asphalt, repair of existing reflective cracking, installation of a crack relief membrane, and placement of a new variable thickness asphalt surface. The project also included the reconstruction and expansion of the existing Runway 28 blast pad. The project was designed and constructed in two phases. Phase 1: completed in 2011 included the eastern 7,500 feet of the runway. Phase 2: completed in 2017 and included the mill and overlay of the keel section of the western 2,500 feet of the runway and sealcoating of the remaining portion of the runway and a portion of the parallel Taxiway A. NEW AIRPORT RESCUE AND FIREFIGHTING FACILITY AID served as the Engineer of Record and provided Construction Administration Services for this project. The project included the planning, programming, design, and construction inspections of a new ARFF building, new airside ARFF vehicle parking apron, landside access road and vehicular parking, utilities (water, sewer, power, data), and security fencing and gate. The project also includes an airside roadway which will extend from the ARFF parking apron to Taxiway A. The previous ARFF station at STX was severely undersized and barely provided adequate space to support the type of services provided by the ARFF firefighters including aircraft incidents/accident response, structural firefighting, emergency medical response, spill control and hazardous materials response, fire safety inspections, fire, and EMS training to tenants, etc. APRON PAVEMENT RECONSTRUCTION REHABILITATION The design scope of work included the reconstruction of the concrete Air Carrier Terminal Apron, and the development of a new parking plan for all terminal aircraft parking positions, including construction-phasing plans for the same. The existing concrete apron originally constructed by the Army Corps of Engineers is over 50 years old and includes an inactivated underground fueling system. There are only two concrete plants on the island. All pipe and associated materials are brought in from off island. Phase 1: total cost of $6.0M, has been designed and was awarded a FAA Entitlement and Discretionary grant for construction for FY 2014. Phase 2: awarded a FY 2015 grant and construction began in April 2015. AID under the General Consulting Contract for the Henry E. Rohlsen Airport has also performed Airfield Security Improvements, Airport Layout Plan Update, Pavement Management Plan Update, Grant Services, PFC Application preparation, and general on-call services. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE American Infrastructure Development, Inc Tampa, Florida Design and Construction Phase Services b Quantum Electrical Engineers Boca Raton, Florida Airfield Electrical c. Bioimpact, Inc. St. Croix, USVI Environmental Permitting d. Antillean Engineering, Inc. St. Croix, USVI Topographic Surveys e. BuildTec, Inc. St. Croix, USVI RPR Inspections 1 Extraordinary design begins with a singular idea. Corgan is a global architecture, design, and planning fi rm with a user-centered approach and deep technical experience. Celebrating our 87th year in business, Corgan operates at 19 locations and 1,100+ professionals networked across the U.S., U.K., Europe, and Singapore. Our clients are at the center of everything we do. As an international aviation leader, our firm has over 75 years of experience and employs more than 270 market-dedicated professionals in planning and designing aviation facilities. We’ve built lasting relationships with aviation clients for more than 200 airports across the Americas, Europe, Singapore, China, and the Middle East through a process grounded in data and dialogue to design airports that perform with functional, technical, and aesthetic excellence. Our deep bench of experts is actively involved in aviation projects ranging from regional and domestic airports to some of the largest international airports in the world. Our experience working with airport authorities, airlines, and aviation facilities provides us with the vantage point to achieve successful outcomes for clients, stakeholders, and passengers. We design airports that delight and inspire. We provide the vision, planning, and technical ability to help get you — and your passengers — where you need to go. As the gateway to cities and regions, airports are becoming distinct destinations that influence how visitors perceive communities while creating opportunities for commerce, trade, and tourism. The experience-focused and award-winning airports and mobility projects we’ve designed are widely recognized for their efficiency, beauty, functionality, sustainability, connection to place, and most importantly — how they shape the passenger experience. Our reputation is based on our unwavering commitment to customer service. Our process focuses on in-depth involvement with our partners. We avoid the formulaic approach to design and focus on listening and closely collaborating with our clients to transform their visions into reality. The result is a thorough understanding of the functional, operational, programmatic, and commercial revenue generation issues inherent in aviation to get passengers to the next step of their journey. Whether it’s imagining the future of urban mobility, designing beautifully imagined airport terminals, creating experience-changing premium lounges, envisioning the future of commercial spaceports, or streamlining operations, Corgan is leading the way. CORGAN COMPANY PROFILE LEGAL NAME: Corgan Associates, Inc. (dba Corgan) LEGAL STRUCTURE: C-Corporation YEARS IN BUSINESS: 87 HEADQUARTERED IN: Dallas, Texas LOCATIONS: Amarillo, Atlanta, Austin, Chicago, Dallas, Denver, Dublin, Frisco, Houston, London, Los Angeles, New York, Orlando, Phoenix, San Antonio, San Francisco, Seattle, Singapore, Washington DC 75+ years of aviation experience 200+ global airports Corgan has worked for or at Top 10 Terminal Architect, BD+C 2013-2024 2  TLH International Passenger Processing Facility (FIS & GAF); Tallahassee, Florida  SAT Terminal Development Program; San Antonio, Texas  SAT Airport Terminal Planning Program; San Antonio, Texas  IAH United Airlines Terminal B North Planning and Conceptual Design Services; Houston, Texas  DFW Terminal Renewal and Improvement Program (TRIP); Dallas, Texas  PHX Terminal 3 Modernization Program; Phoenix, Arizona  IAH Terminal B Program Definition Manual; Houston, Texas  DFW International Terminal D; Dallas, Texas  DFW Terminal B Stinger; Dallas, Texas  SMF Central Terminal B; Sacramento, California  PVG New South Satellite Concourse; Shanghai, China  CUR Terminal Expansion Project; Curacao  TUL New Combined GAF and FIS; Tulsa, Oklahoma  SXM Preclearance Design and Terminal Reconstruction, St. Maarten EDUCATION Bachelor of Architecture: University of Kansas REGISTRATION Architect — Florida, Idaho, Kentucky, Louisiana, Michigan, Missouri, Texas, U.S. Virgin Islands AIA NCARB USGBC / LEED AP 27 years of experience SELECT EXPERIENCE John Trupiano AIA, LEED AP, NCARB Principal John serves as a Principal on the Corgan aviation studio with over 27 years of architectural experience dedicated to leading aviation programs across the globe. Having had airlines, airports and governments as clients, John understands the challenges and intricacies of the operations-based solutions important to airlines and operators, while maintaining the design excellence important to providing an exceptional customer experience. He implements environmentally responsible and sustainable programs that provide flexibility to meet the current and future needs of the aviation industry. He expertly guides programs through the planning and design process and is adept at building consensus among multiple stakeholders. 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE KYLE HOLLEY, P.E. PROJECT MANAGER a. TOTAL 18 b. WITH CURRENT FIRM 10 15. FIRM NAME AND LOCATION (City and State) American Infrastructure Development, Inc. (AID, Inc.) | St. Croix, U.S. Virgin Islands and Venice, FL 16. EDUCATION 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.S. Civil Engineering – Auburn University, 2006 USVI PE License 1308-E 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Training, Awards, etc.) Kyle Holley, P.E. has demonstrated his expertise across a broad spectrum of engineering projects, showcasing his comprehensive knowledge in civil engineering design and construction administration. His specialized experience in airfield projects spans from major hub airports to smaller general aviation facilities. Kyle is responsible for a wide range of civil engineering assignments, including technical design, pavement analysis, plan and specification development, permitting, and construction administration. Having a profound understanding of the construction process, Mr. Holley has successfully fulfilled roles as both a design leader and construction administrator on numerous projects. This invaluable experience equips him with the ability to make informed decisions and create designs with optimal constructability in mind, ultimately resulting in cost savings and timely project delivery. 19. RELEVANT PROJECTS a (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Brightline Train Lobby Drop-Off Parking Lots A, B, and C (P3, Design-Build) Orlando Int’l Airport, Orlando, FL PROFESSIONAL SERVICES CONSTRUCTION 2023 2023 (3) BRIEF DESCRIPTION (scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Drainage and Erosion Control Project Manager: Kyle served as the project manager for drainage and erosion control related elements associated with the construction of three parking facilities to support the concurrently designed Brightline Train Station at Orlando International Airport. The State of Florida entered into a Public Private Partnership for the station development for the Brightline rail system across the state of Florida. This project represents the Airport related transportation model for the first private sector inter-city rail system in Florida for over a century. Kyle acted for the Project Manager for AID who was a Subconsultant to C&S Companies for the Design Build of three parking lot facilities that acted as enabling projects for the Train Facility. C&S and AID designed and Permitted Parking Lots A, B, and C under a design-build contract with the Middlesex Construction Corporation in just under Three Months. The project is currently in the land clearing phases and will go into construction next month. Cost: $24M b (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Terminal Expansion, Henry E. Rohlsen Airport St. Croix, USVI PROFESSIONAL SERVICES CONSTRUCTION 2018 2022 (3) BRIEF DESCRIPTION (scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager: Responsible as the Engineer of Record for the airside and civil portions of the project, and Project Manager for the construction and expansion of the existing departure area hold room. Project challenges included the permitting and approval process through multiple federal entities including the Transportation Security Agency, and Customs and Border Protection in this unique, pre-clearance terminal for flights from the territory back to the US Mainland. The project included converting existing exterior spaces into new air-conditioned waiting and concession areas to double the size of the existing hold room. ($8M). c (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Runway 9-27 Rehabilitation, Brooksville-Tampa Bay Regional Airport Brooksville, Florida PROFESSIONAL SERVICES CONSTRUCTION 2020 2022 (3) BRIEF DESCRIPTION (scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager. Responsible for the design and project management for the reconstruction of the existing 7,000-ft primary runway at BKV. Project elements included milling the existing concrete surface and overlaying with a new 5 1/2” Bituminous Surface Course. Project challenges included developing an appropriate reconstruction alternative (concrete mill and asphalt overlay) to accommodate 45-day closure period for the runway ($12M) d (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Southwest Hangar Redevelopment, Albert Whitted Airport St. Petersburg, Florida PROFESSIONAL SERVICES CONSTRUCTION 2015 2020 (3) BRIEF DESCRIPTION (scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer of Record/Project Manager: Kyle served as the Engineer of Record and Project Manager for the redevelopment of approximately 4 acres of the airport’s southwest quadrant. The Project included the demolition of an existing bulk hangar facility, construction of two new maintenance hangars ranging in size from 13,000 – 26,000 SF each, the demolition and reconstruction of 5 new T-Hangars of various sizes, parking lot and tie-down layouts. Project challenges included developing a new stormwater masterplan for the entire airport to aid in local permitting requirements and the phased construction of the 7-hangar campus to accommodate all displaced tenants throughout the construction duration. Total Cost: $8M e (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Aircraft Rescue and Fire Fighting (ARFF) Facility, Henry E. Rohlsen Airport St. Croix, U.S. Virgin Islands PROFESSIONAL SERVICES CONSTRUCTION 2015 2019 (3) BRIEF DESCRIPTION (scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead Airfield Engineer/Construction Administration: Kyle has served as Lead Airfield Engineer and Construction Administration on all recent projects at HERA. The projects included the Apron Reconstruction, Runway Rehabilitation, new ARFF facility, Pavement Management Plan Update. He truly serves as an extension of staff for the Authority and has provided on-call services such as ALP updates, exhibits, cost estimating, FAA Grant Pre-Applications and Applications. f (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Taxiway Rehabilitation, Phases 1 & 2, St. Pete-Clearwater International Airport, Clearwater, Florida PROFESSIONAL SERVICES CONSTRUCTION 2014 2017 (3) BRIEF DESCRIPTION (scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead Airfield Design Engineer: Lead Airfield Design Engineer for the 10,000’ rehabilitation of Taxiway ‘A’ and the construction of several new taxiway connectors designed in conformance with updated FAA Advisory Circular criteria. The design for the second phase of the project included the rehabilitation of Taxiways ‘B’, ‘M’, and ‘F’ and was conducted concurrently with the Taxiway ‘A’ design but was bid separately to obtain funding for both projects. Responsibilities included developing the Engineer’s Report, plan sheets and specifications, and conducting a cost benefit analysis on various bidding alternatives. Cost: Phase 1 ($15.4M), Phase 2 ($5.5M) TLC Engineering Solutions, Inc., an employee owned company, has provided high-performance engineering design, consulting and energy services since 1955. Consistently ranked among the largest MEP and structural engineering firms in the country, TLC is an industry leader in the aviation market. Headquarters in Orlando, FL, TLC is a growing leader in the aviation market and has eight offices throughout Florida. We also have offices in Nashville, Colorado, New Orleans, Dallas, Fort Worth, Houston, Los Angeles, Philadelphia, Charlotte, Chicago, Milwaukee, Atlanta, DC (Baltimore-Washington Metro Area). Our highly qualified team of 500 professionals includes professional engineers, LEED-accredited professionals, ACG-registered commissioning authorities, acoustic specialists, energy management, and technology experts. TLC is an industry leader using the latest technologies and practices on a wide array of building types. TLC has provided engineering services in the aviation market for many years, successfully delivering major expansions, entirely new facilities, interior renovations, central energy plants, pre-conditioned air systems and passenger boarding bridge cooling. Aviation projects have numerous unique design challenges in the development of mechanical/electrical systems, as well as the technology and security systems. As a high-profile/high-use public facility, the buildings must function effectively 24/7/365, under widely fluctuating occupancy scenarios and be able to maintain operation in adverse weather conditions, while also operating sustainably. Systems require built-in flexibility to support expansion and integration with existing control and monitoring components. TLC understands these unique requirements and has earned a reputation for engineering aviation facilities that meet these demands, while being passenger-friendly and comfortable for the traveling public. Annually, 125⁺ million people travel through airports engineered by TLC. Image Courtesy of Gensler Image Courtesy of AECOM Orlando International Airport South Terminal C Seattle-Tacoma International Airport North Satellite Fort Lauderdale International Airport Terminal 5 STANDARD FORM 330 (REV. 7/2021) Page 1 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Dominic J. Cacolici, PE Mechanical Engineer of record a. TOTAL 30 b. WITH CURRENT FIRM 13 15. FIRM NAME AND LOCATION (City and State) TLC Engineering Solutions, Inc. – Tampa, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) BS, Mechanical Engineering Professional Engineer: PE VI 0-46585-1B 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Dominic is in charge of Aviation Projects for TLC and has successfully led the design of mechanical systems for many complex aviation projects. This has entailed designing chilled water and condenser piping while maintaining continuous airport operations for airports across the country and outside the contiguous United States. He has developed a solid background and knowledge in the design of mechanical systems that provide high efficiency and sustainability, reducing energy and maintenance costs. Dominic is also a certified private pilot, further demonstrating his passion for aviation. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Henry E. Rohlsen Airport (STX) Improvements, St. Croix, VI 2018 2022 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Mechanical Engineer Of Record: Curbside expansion at the main terminal, adding new elevated and at-grade lanes and circulation buildings for both the Blue and Red sides of the terminal. Designed a new 4800-ton central energy plant for the main terminal including all connecting lines from the CEP building to the main terminal and relocation of existing underground utilities. $8 million / 5,000 sf new, 5,000 sf renovation b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Tampa International Airport Curbside Expansion Program and CEP, Tampa, Florida 2021 2024 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Mechanical Engineer Of Record: Curbside expansion at the main terminal, adding new elevated and at-grade lanes and circulation buildings for both the Blue and Red sides of the terminal. Designed a new 4800-ton central energy plant for the main terminal including all connecting lines from the CEP building to the main terminal and relocation of existing underground utilities. $288 million / 228,400 sf c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Sarasota Bradenton International Airport Terminal Concourse Expansion, Sarasota, Florida Ongoing Ongoing (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Mechanical Engineer Of Record: Expand the existing holdroom capacity, expand and/or increase concessions areas, improve the efficiency of the arrival/departure gate areas, install an additional ingress/egress elevator system, evaluate and upgrade power and utilities, and construct a new concourse for an additional eight (8) gates. $100 million / 120,00 sf (new) / 80,000 sf reno) d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Fort Lauderdale International Airport Terminal 5 Fort Lauderdale, Florida Ongoing Ongoing (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Mechanical Engineer Of Record: Five--gate terminal building structure and ramp aircraft parking, multistory passenger connector structure from Terminal 4 to Terminal 5. Includes remote aircraft parking ramp, roadways to/from Terminal 5, new ground transportation center for Terminals 4 and 5, elevated pedestrian bridge structure between Terminal 5 and the Cypress Garage, in¬line hydrant fueling system for Terminal 5, and various enabling work located at 100 Terminal Drive. $240 million / 180,000 sf e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Orlando International Airport South Terminal C Phase 1 Pre- Conditioned Air System, Orlando, Florida 2018 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Mechanical Engineer Of Record: The pre-conditioned air system was designed to support the 16 gate international arrivals gates, and Phase 1x was specifically designed for the Jet Blue 6 gate expansion, with an overall project plan for the 120 gates. Mechanical and plumbing design for the Parking and rental car facilities; (2) 1,650-ton PCA plants. $10 million / 3,000,000 sf STANDARD FORM 330 (REV. 7/2021) Page 2 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Vince M. Rea, PE LEED AP BD+C, WELL AP Electrical Engineer of record a. TOTAL 41 b. WITH CURRENT FIRM 19 15. FIRM NAME AND LOCATION (City and State) TLC Engineering Solutions, Inc. – Tampa, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) BS, Electrical Engineering Professional Engineer: PE VI 0-50583-1B 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Vince has over 40 years of experience in electrical design, construction, and management. His design experience includes complex 24/7 critical facilities and International Airports BNA, MSY, TPA, STT, and STX. Work includes interior and exterior lighting, building power distribution, fire alarm systems, emergency power supply systems, security systems, central energy plants, lightning protection, building system investigation and associated technical reports. Vince has been involved in all phases of design from concept development through construction documents, including project cost analysis, estimating, and construction administration. He is familiar with ANSI & Military standards, NEC, IBC, IEEE, and NFPA building and regulatory codes. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) USVI Charlotte Kimelman Cancer Institute Renovation, St. Thomas, VI 2025 2025 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Electrical Engineer Of Record: FEMA-funded renovation to repair major damages from Hurricanes Maria and Irma, providing radiation therapy and other advanced cancer treatment services. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Tampa International Airport Curbside Expansion Program and CEP, Tampa, Florida Ongoing Ongoing (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Electrical Engineer QA/QC: Sixteen (16) Gate Airside Terminal Building and Guideway with three levels. Level 1 Ramp level with airline support, CBIS, shuttle maintenance Facility, restrooms, concessions support, and bus station. Level 2 Boarding level with 16 passenger boarding bridges and swing gates, TSA Security Screening Checkpoint, shuttle station, and hold rooms. And Level 3 Federal Inspection Services (FIS) Facility, sterile corridor airline clubs, and common use clubs. All levels include circulation space, restrooms, mechanical, and back-of-house spaces. $787 million / 560,000 sf c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Tampa International Airport Skycenter One Peer Review, Tampa, Florida 2021 2021 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Electrical Peer Reviewer: SkyCenter One is a nine-story class A/A+ office building with a six-story connected garage. TLC provided a multi-phase peer review that included a review of all MEP and technology systems and their ability to support the proposed tenant upfit of floors 3-5 as well as a review of MEP and technology systems for common spaces on level 1 and for other tenant spaces on floors 1-2 and 6-9 in a single and multi-tenant configuration. $24 million / 270,000 sf d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Charlotte-Douglas Airport Joint operations Center, Charlotte, North Carolina 2024 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Electrical Engineer: Design services for the Joint Operations Center project. Scope includes modifications to South Cargo 6 – Building 228, to establish the building and location as the permanent Joint Operations Center (JOC). It is intended for the JOC to be a multi-functional facility that accommodates Operations (AOC, AEOC, direct support spaces, and administrative offices) and potential support for CMPD, TSA, and K-9 teams. $5 million / 15,000 sf e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Louis Armstrong New Orleans International Airport Concessions, New Orleans, Louisiana 2023 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Principal in Charge: Build-out of 11 restaurants located within the new terminal, including three concourses, 35 gates and two parking garages. $12 million / 24,000 sf STANDARD FORM 330 (REV. 7/2021) Page 2 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Vince M. Rea, PE LEED AP BD+C, WELL AP Electrical Engineer of record a. TOTAL 41 b. WITH CURRENT FIRM 19 15. FIRM NAME AND LOCATION (City and State) TLC Engineering Solutions, Inc. – Tampa, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) BS, Electrical Engineering Professional Engineer: PE VI 0-50583-1B 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Vince has over 40 years of experience in electrical design, construction, and management. His design experience includes complex 24/7 critical facilities and International Airports BNA, MSY, TPA, STT, and STX. Work includes interior and exterior lighting, building power distribution, fire alarm systems, emergency power supply systems, security systems, central energy plants, lightning protection, building system investigation and associated technical reports. Vince has been involved in all phases of design from concept development through construction documents, including project cost analysis, estimating, and construction administration. He is familiar with ANSI & Military standards, NEC, IBC, IEEE, and NFPA building and regulatory codes. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) USVI Charlotte Kimelman Cancer Institute Renovation, St. Thomas, VI 2025 2025 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Electrical Engineer Of Record: FEMA-funded renovation to repair major damages from Hurricanes Maria and Irma, providing radiation therapy and other advanced cancer treatment services. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Tampa International Airport Curbside Expansion Program and CEP, Tampa, Florida Ongoing Ongoing (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Electrical Engineer QA/QC: Sixteen (16) Gate Airside Terminal Building and Guideway with three levels. Level 1 Ramp level with airline support, CBIS, shuttle maintenance Facility, restrooms, concessions support, and bus station. Level 2 Boarding level with 16 passenger boarding bridges and swing gates, TSA Security Screening Checkpoint, shuttle station, and hold rooms. And Level 3 Federal Inspection Services (FIS) Facility, sterile corridor airline clubs, and common use clubs. All levels include circulation space, restrooms, mechanical, and back-of-house spaces. $787 million / 560,000 sf c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Tampa International Airport Skycenter One Peer Review, Tampa, Florida 2021 2021 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Electrical Peer Reviewer: SkyCenter One is a nine-story class A/A+ office building with a six-story connected garage. TLC provided a multi-phase peer review that included a review of all MEP and technology systems and their ability to support the proposed tenant upfit of floors 3-5 as well as a review of MEP and technology systems for common spaces on level 1 and for other tenant spaces on floors 1-2 and 6-9 in a single and multi-tenant configuration. $24 million / 270,000 sf d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Charlotte-Douglas Airport Joint operations Center, Charlotte, North Carolina 2024 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Electrical Engineer: Design services for the Joint Operations Center project. Scope includes modifications to South Cargo 6 – Building 228, to establish the building and location as the permanent Joint Operations Center (JOC). It is intended for the JOC to be a multi-functional facility that accommodates Operations (AOC, AEOC, direct support spaces, and administrative offices) and potential support for CMPD, TSA, and K-9 teams. $5 million / 15,000 sf e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Louis Armstrong New Orleans International Airport Concessions, New Orleans, Louisiana 2023 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Principal in Charge: Build-out of 11 restaurants located within the new terminal, including three concourses, 35 gates and two parking garages. $12 million / 24,000 sf Offices Nationwide About SLR International Corporation, USA SLR provides global environmental and advisory solutions from a network of offices in North America, Latin America, Europe, Asia-Pacific and Africa. We deliver advice and support on a wide range of strategic and project-specific issues to a diverse and growing base of business, regulatory and government clients. We specialize in the built environment; industry; infrastructure; mining and minerals; energy; power and renewables sectors. We advise our clients on major projects with multi-disciplinary teams that work under the guidance of senior SLR professionals. Our team represents a broad and diverse range of technical and environmental capabilities. SLR’s professionals offer a blend of experience incorporating engineers, geologists, planners, remediation specialists, regulatory and compliance specialists, and environmental scientists. We provide end-to-end solutions in the following industries: Making Making Sustainability Sustainability Happen Happen United States At a Glance 30+ SLRCONSULTING.COM Making Sustainability Happen Projects Completed 20,000+ Technical Services 38 Consultants & Staff 550+ Built Environment Government & Infrastructure Energy Industry & Technology Finance Mining SLRCONSULTING.COM Making Sustainability Happen About SLR International Corporation, USA SLR Expertise SLR is organized by both industry sector and technical specialist areas in order to provide the optimum level of expertise and in-depth knowledge to match our clients needs. This may involve providing advice on a single technical or professional issue, or a whole of project solution. 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CROIX U.S. VIRGIN ISLANDS 00851 PHONE NUMBER: (340) 690-8445 FAX NUMBER: (340) 718-3800 EMAIL: bioimpact@islands.vi,bioimpact.islands.vi@gmail.com QUALIFICATION STATEMENT Bioimpact, Inc. is a Virgin Islands corporation that has been licensed to do business in the USVI since 1986. Bioimpact, Inc. is qualified to conduct and prepare both terrestrial and marine Environmental Assessment Reports required by the U.S. Virgin Islands Department of Planning and Natural Resources (DPNR), Division of Coastal Zone Management (CZM), and the U.S. Army Corps of Engineers (USACE). Bioimpact, Inc. has wetland delineators certified by the National Wetland Science Training Cooperative to establish wetland jurisdictional limits for the USACE. Bioimpact, Inc. is experienced in the creation and implementation of wetland mitigation programs. Bioimpact, Inc. is experienced in developing and implementing marine water quality monitoring programs and long-term monitoring of the benthic environment. Bioimpact, Inc. has water samplers and analysts certified by the DPNR Division of Environmental Protection (DEP). Bioimpact, Inc. has successfully designed and implemented large scale coral and seagrass transplant programs. Bioimpact, Inc. is experienced in cable landfall studies and the establishment of routes for undersea cables and monitoring of cable installations to minimize impact. Bioimpact, Inc. is experienced in conducting endangered species surveys including corals listed under the Endangered Species Act (ESA) and terrestrial flora and fauna species surveys. Bioimpact, Inc. is experienced in preparing Biological Assessments for the National Marine Fisheries Service (NMFS) and the U.S. Fish and Wildlife Service (FWS). BIOIMPACT, INC. QUALIFICATION STATEMENT Bioimpact, Inc. is experienced in the transplant and monitoring of ESA-listed corals, as authorized under “Take Permits” from NMFS. Bioimpact, Inc. is experienced in preparing Environmental Assessments for federal permitting and for federal issuance of a Finding of No Significant Impact (FONSI). Bioimpact, Inc. is experienced in conducting Phase I Environmental Site Assessments as set forth in the ASTM International Standard Practice Designation E1527-21 and All Appropriate Inquires and Phase II Environmental Site Assessments as set for in ASTM E1903-11. Bioimpact, Inc. is experienced in the development and implementation of sampling plans to detect and delineation hazardous materials and petroleum products. Bioimpact, Inc. is experienced in conducting deep water remotely operated vehicle (ROV) surveys up to 1,250 feet and has all the necessary equipment to undertake these studies. Bioimpact, Inc. has conducted environmental studies in the U.S. Virgin Islands, Puerto Rico, British Virgin Islands, as well as other parts of the Caribbean and in the Florida Keys. BIOIMPACT, INC. QUALIFICATION STATEMENT PARTIAL JOB LIST Updated March 31, 2022 MONITORING LARGE SCALE PROGRAMS 2021 – Present Watershed and Stormwater Sampling on St. Croix and St. Thomas as a Subcontractor to Watershed Consulting Associates LLC. 2021 – Present Development and Implementation of a Water Quality and Environmental Monitoring Plan for Construction of a Private Dock in Chocolate Hole, St. John. 2021 – Present Development and Implementation of a Water Quality Monitoring Plan for the Reconstruction of the Marriott Frenchman’s Reef Dock and Minor Dredging. 2020 – Present Monitoring for the Virgin Islands Tree Boa at the Donoe Housing Redevelopment Site. 2019 – Present Development and Implementation of the Water Quality and Environmental Monitoring Plan for the Installation of a Single Point Mooring at Limetree Marine Terminals, St. Croix. 2013 – Present U.S. Virgin Islands Ambient Water Quality Monitoring Program, Sampling for St. Croix. 2018 – 2021 Development and Implementation of the Water Quality and Environmental Monitoring Plan for the Construction of the Veterans Drive Project on St. Thomas for the U.S. Virgin Islands Department of Public Works (VIDPW). 2016 Development and Implementation of the Water Quality Monitoring Plan for the West Indian Company Limited (WICO) Emergency Bulkhead Replacement on St. Thomas. 2014 – 2018 Development and Implementation of the Environmental Monitoring Plans for the Conversion of U.S. Virgin Islands Water and Power Authority (VIWAPA) to Liquid Petroleum Gas (LPG) for Vitol on St. Croix and St. Thomas. 2014 – 2018 Development and Implementation of the Environmental Monitoring Plans for the Creation of a Dolphin Exhibit at Coral World (VI), Inc. on St. Thomas. 2013 – 2018 Development and Implementation of the Water Quality and Environmental Monitoring Related to the Dredging of the Crown Bay Marine Terminal and Turning Basin on St. Thomas. 2013 – Present Development and Implementation of the Monitoring Plans for the VIDPW’s Improvements to Veterans Drive on St. Thomas. BIOIMPACT, INC. QUALIFICATION STATEMENT 2013 – 2018 Development and Implementation of the Monitoring Plans for the U.S. Virgin Islands Port Authority’s (VIPA) Maintenance Dredging of Crown Bay Marina on St. Thomas. 2013 – 2018 Development and Implementation of Monitoring Plans for the Westin Resort’s Dock Permit and Improvements of Stormwater Drainage on St. John. 2013 – 2015 Implementation and Monitoring of a Wetland Created as Mitigation for the Development of the U.S. Virgin Islands Waste Management Authority’s (VIWMA) Transfer Station on St. Croix. 2012 – 2018 Development and Implementation of the Monitoring Plans for the Virgin Islands Next Generation Network’s (viNGN) Fiber Optic Cable System in the USVI. 2011 – 2019 Development and Implementation of a Water Quality and Environmental Monitoring Plan to Assess Impacts of an Increase in Discharge from the Marriott Frenchman’s Reef Hotel on St. Thomas. 2010 – 2012 Development of the Water Quality and Environmental Monitoring Program for the Development of Thatch Cay with a Special Emphasis on ESA-listed Corals. 2009 – 2015 Environmental Monitoring for the Development of Oil Nut Bay and the Yacht Club Costa Smeralda (YCCS) for Victor International on Virgin Gorda, British Virgin Islands (BVI). 2009 – 2010 Development and Implementation of a Water Quality Monitoring Plan for the Construction of the Dock at Frenchman’s Cove for Marriott Vacation Club, Inc on St. Thomas. 2009 Establishment of the Baseline for the Dredging of Charlotte Amalie Harbor and Entrance Channel, and the and the Disposal of Dredged Materials in the Historic Dredging Hole in Lindbergh Bay, St. Thomas for WICO. 2008 – 2009 Environmental Monitoring of the Development of Scrub Island in the BVI for Mainsail Lodging and Development. 2007 – 2010 Water Quality Monitoring for the Development of the Calabash Boom Affordable Housing Complex for Reliance Housing in Estate Calabash Boom on St. John. 2007 – 2009 Water Quality and Environmental Monitoring for Flamboyant Real Estate of a Subdivision of Seventy-seven Acres in Hansen Bay, St. John. 2006 – 2008 Water Quality Monitoring for the Dredging of a Sand Channel in St. Croix for VIWAPA. BIOIMPACT, INC. QUALIFICATION STATEMENT 2006 – 2007 Water Quality Monitoring for the Renovations of the Ritz-Carlton Hotel on St. Thomas for the Ritz-Carlton. 2006 – 2010 Environmental Monitoring for the Placement of Undersea Cables at the Global Crossing Cable Station in St. Croix for Global Crossing Network, Alcatel, and Tyco Electronics Subsea Communications (now SubCom). 2005 – 2007 Water Quality Monitoring for the Dredging of Crown Bay, St. Thomas for VIPA. 2005 – 2006 Water Quality and Environmental Monitoring for Improvements to the Redhook Marine Terminal for VIPA. 2004 – 2011 Water Quality and Environmental Monitoring for the Construction of the Pond Bay Resort for First American Development Group on St. John. 2004 Benthic Habitat Survey of Crown Bay and Gregerie Channel to Supplement the USACE Feasibility Report for VIPA. 2003 – 2006 Water Quality Monitoring for the Construction of the Enighed Pond Marine Terminal on St. John for VIPA. 2003 – 2004 Water Quality Monitoring for the Development of the Crown Bay Marine Terminal on St. Thomas for VIPA. 2002 – 2008 Water Quality and Environmental Monitoring for the Development of Marine Amenities on the Island of Lovango for the Joseph Markus Trust. 2002 – 2005 Water Quality Monitoring for the Improvements to the Gallows Bay Marine Terminal on St. Croix for VIPA. 2001 – 2008 Coral Transplant Monitoring for the Enighed Pond Marine Terminal on St. John for VIPA. 2001 – 2006 Coral Transplant Monitoring for the Mangrove Lagoon Sewage Treatment Plant Outfall on St. Thomas for VIDPW. 2001 – 2002 Water Quality Monitoring for Improvements to the Tropical Shipping Dock in Crown Bay, St. Thomas for Meisner Marine. 2000 – 2006 Seagrass Transplant Monitoring of the Seagrass Transplanted for the Dredging of Charlotte Amalie Harbor on St. Thomas for VIPA. 2000 – 2003 Water Quality Monitoring for the Dredging of Charlotte Amalie Harbor on St. Thomas for VIPA. BIOIMPACT, INC. QUALIFICATION STATEMENT 1999 – 2006 Water Quality Monitoring for Repairs to the Frederiksted Pier on St. Croix for VIPA. 1999 – 2002 Water Quality Monitoring for the Construction of Cable Stations at Estate Northside on St. Croix for Global Crossings. 1997 – 2005 Development of a Water Quality Monitoring Program for the Construction of the Christiansted Boardwalk on St. Croix Prepared for the Government of the U.S. Virgin Islands. 1997 – 2005 Wetland Monitoring of the Tren Urbano, Puerto Rico (PR) 5 and PR 22 Mitigation Sites under Subcontract to Nutter & Associates, Inc. for the Puerto Rico Highway Authority. 1997 – 2002 Wetland Monitoring of the Airport Mitigation Site at the Henry E. Rohlsen Airport on St. Croix for VIPA. 1997 – 2002 Wetland Monitoring for the Fairplains Mitigation Site at the Henry E. Rohlsen Airport on St. Croix for VIPA. 1996 – 1998 Water Quality Monitoring for the Expansion of the Molasses Pier at the Third Port on St. Croix for the VIPA. 1996 Development and Implementation of a Water Quality Monitoring Program for the Expansion of, and Improvements to, the Redhook Marine Terminal on St. Thomas for VIPA. 1996 Development and Implementation of a Water Quality Monitoring Program for the Creation of the Enighed Pond Marine Terminal on St. John Prepared for the Maguire Group, Inc. and VIPA. 1995 Water Quality Monitoring for the Construction of the AT&T Cable Landing Facility in Estate Northside, St. Croix for AT&T Submarine Systems. 1992 – 1994 Development and Implementation of a Water Quality Monitoring Program for the Reconstruction of the Frederiksted Pier on St. Croix for VIPA. 1992 – 1993 Conducted a Baseline Assessment and Developed a Long-term Monitoring Plan for VIWAPA of the Benthic Community Potentially Impacted the Outfall from the Richmond Power Plant on St. Croix 1992 – 1993 Development and Implementation of a Monitoring Plan to Study Algal Blooms within the Alumina Cooling Pond Discharge and Strategies to Alleviate Runoff for V.I. Alumina Corporation LLC (VIALCO) on St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT 1990 – 1992 Water Quality Monitoring for Dredging Christiansted Harbor on St. Croix for VIPA. 1989 Development and Implementation of a Turtle Monitoring Program for Manchineel Beach on St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT LARGE SCALE MITIGATION PROGRAMS 2021 – Present Removal and Relocation of 209 Corals for the U.S. Coast Guard Aids to Navigation (ATON) Replacement Project on St. Croix and Routine Monitoring of a Subset of Corals. 2020 – Present Development and Implementation of the Compensatory Mitigation Plan for the Transplant of 1,700 corals, the Repair of 500 Corals of Opportunity, and the Outplanting of 3,000 ESA-listed corals for Limetree Bay Terminal’s Single Point Mooring on St. Croix. 2018 – Present Development and Implementation of a Compensatory Mitigation Plan for the Relocation of 1.25 Acres of Seagrass and 631 Corals from the Impact Footprint of the Veterans Drive Project on St. Thomas, and the Repair of Damaged Corals on Triangle Reef for VIDPW. 2016 – 2020 Development and Implementation of a 190-Coral Transplant for the Stabilization of the Seawater Intake Line for the Marriott Frenchman’s Reef Hotel on St. Thomas. 2016 – 2020 Development and Implementation of a Coral Transplant to Minimize the Impacts of Construction for LPG Improvements at VIWAPA Facilities on St. Croix and St. Thomas. 2015 – 2021 Development and Implementation of the Mitigation Plan for the Relocation of 10,000 Corals Off the WICO Bulkhead in Havensight for WICO on St. Thomas. 2014 – Present Development and Implementation of a Coral and Seagrass Transplant for Coral World (VI), Inc. in Association with the Development of the Dolphin Exhibit on St. Thomas; 250 Corals were Transplanted and More Than 500 Corals were Repaired after the 2017 North Atlantic Hurricane Season. 2014 – 2019 Development and Implementation of the Mitigation Plans for VIPA’s Maintenance Dredging of Crown Bay Marina on St. Thomas. 2013 – 2018 Development and Implementation of the Mitigation Plans for the Westin Resort’s Dock Permit and Improvements of Stormwater Drainage on St. John. 2013 – 2015 Creation of a Herbaceous Wetland for VIWMA as Mitigation for the Construction of the Transfer Station at the Anguilla Landfill on St. Croix. 2009 Transplantation of 300 Corals for Victor International Coral for Impacts Associated with the Development of an Access Ramp and Dock at Oil Nut Bay in the BVI. BIOIMPACT, INC. QUALIFICATION STATEMENT 2008 – 2009 Transplantation of 3,000 Corals for Mainsail Lodging and Development for Impacts Associated with the Development of the Scrub Island Resort in the BVI. 2006 – 2011 Planting of 1 Acre of Mangrove Wetland for VIDPW as Mitigation for the Construction of the Mangrove Lagoon Sewage Treatment Plant on St. Thomas. 2003 – 2008 Planting of 2.8 Acres of Mangrove Wetland for VIPA as Compensatory Mitigation for the construction of the Enighed Pond Terminal on St. John. 2003 – 2008 Removal and Relocation of 3,000 Corals Outside the Area of Impact for the Development of the Crown Bay Marine Terminal on St. Thomas for VIPA. 2002 – 2007 Development and Implementation of the Mitigation Plans for VIPA’s Dredging of Crown Bay Marine Terminal and Turning Basin on St. Thomas. 2002 – 2007 Transplantation of 50,000 Corals for VIPA Outside the Area of Impact for the Enighed Pond Marine Terminal Project on St. John. 2002 Creation of Artificial Coral Reefs and Acropora spp. Thickets for Joseph Markus Trust as Mitigation for the Construction of a Barge Landing Facility on the Island of Lovango. 2000 – 2005 Transplantation of 2 Acres of Seagrass for VIPA to an Area Outside the Dredging Footprint of the Charlotte Amalie Harbor on St. Thomas. 2000 – 2001 Transplantation of 7,000 Corals for VIDPW Outside of the Area of Impact for the Placement of the Mangrove Lagoon Sewage Treatment Plant Outfall on St. Thomas. 1999 – 2004 Transplantation of 300 Corals for VIPA Outside the Area of Impact for the Mooring Improvements to the Frederiksted Pier on St. Croix. 1997 – 2003 Planting of ½ Acres of Mangroves for VIPA/VIDPW as a Mitigation Project for the Construction of the Molasses Dock Road on St. Croix. 1997 – 2002 Creation of a 1-Acre Herbaceous Wetland for VIPA as Mitigation for Henry E. Rohlsen Airport Construction on St. Croix. 1997 – 2002 Development of a Mitigation Plan for VIPA for the Creation of a 16,000-square Foot Wetland at Manning Bay to Address the Impact Incurred in Fairplains Gut on St. Croix. 1996 Development of a Mitigation Plan for VIPA for the Creation of 4.1 Acres of Wetland as Mitigation of the South Shore Power Plant, Third Port on St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT 1994 Development of a Mitigation Plan for Green Cay Resort for the 12 Acres of Wetland Impacted by the Construction of the Resort on St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT ENVIRONMENTAL PLANNING AND STUDIES A Foundational Blueprint For The Development Of A Comprehensive Pelagic Sargassum Management Plan For The United States Virgin Islands. The U.S. Virgin Islands Department of Planning and Natural Resources Division of Coastal Zone Management. (2023) Ecosystem Risk Assessment Framework for the Caribbean Marine Fisheries Management Council (in progress). ENVIRONMENTAL ASSESSMENT REPORTS 2020– PRESENT Water quality, monitoring and/or compensatory mitigation plans were developed to supplement most of the environmental assessment reports listed. Water Island Development, Water Island Development Corporation, Environmental Assessment Report for the Development of a Resort and Marina, Water Island Villa Olga Shoreline Revetment, Olga’s Fancy, Environmental Assessment Report for the Restoration and Revetment of the Shoreline, St. Thomas Expansion of Yacht Haven Grande Marina, IGY, Environmental Assessment Report for the Expansion of the Existing Yacht Haven Grande Marina, St. Thomas Sapphire Bay Marina Dredging and Installation of Sargassum Barriers and Shoreline Revetment, SBMCOA, LLC, Environmental Assessment Report for Dredging of the Marina, Revetment of the Shoreline, and Installation of Sargassum Barriers, St. Thomas Ritz-Carlton Shoreline Preservation Plan, Ritz-Carlton Club, Assessment Report for the Installation of Sargassum Barriers and Geotubes, St. Thomas St. Croix Yacht Club, St. Croix Yacht Club, Environmental Assessment Report to Permit the Existing Facility and to Allow for Repair and Maintenance, St. Croix Container Port, Golden Grove and Midland Road Underground Projects, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of Underground Power Systems to Improve Resiliency, St. Croix. Flamingo Bay Eco-Resort, BBK Development, Environmental Assessment Report for the Development of the Small Eco-Resort, Water Island. Pearl Landfill and Recycling Facility, V.I. Waste Management Authority, Environmental BIOIMPACT, INC. QUALIFICATION STATEMENT Assessment Report for the Development of a Solid Waste Facility in Estate Pearl, St. Croix. Charlotte Amalie Harbor Dredging, V.I. Port Authority, Environmental Assessment Report and HUD Environmental Assessment for the Dredging of the Charlotte Amalie Harbor Channel, Turning Basin, and WICO Inner Berth, St. Thomas. Crown Bay and East Gregory Channel Dredging, V.I. Port Authority, Environmental Assessment Report and HUD Environmental Assessment for the Dredging of Portions of Crown Bay and East Gregory Channel, St. Thomas. Frenchman’s Reef and Morningstar, Beach Enhancement and Shoreline Stabilization, CREF3 (Formerly Diamond Rock), Environmental Assessment Report for the Revetement of the Shoreline, the Installation of Offshore Breakwaters and Sand Renourishment, St. Thomas. Emergency Response Dock and Shoreline Revetment at the Harley Plant, V.I. Water and Power Authority, Environmental Assessment Report for the Construction of an Emergency Fuel Spill Response Dock and the Revetment of the Eroded Shoreline, St. Thomas. Consolidated Permit for Randolph E. Harley Power Plant, V.I. Water and Power Authority, Environmental Assessment Report to Bring All Components into Compliance including those Pre-dating CZM, St. Thomas. Underwater Memorial Park, Virgin Islands Underwater Memorial Park, Environmental Assessment Report for the Creation of an Underwater Park to Intern Ashes into Reef Building Structures, St. Thomas. Mooring and Operation of a Bar and Restaurant in the Pillsbury Sound, Cowgirl Bebop, LLP, Environmental Assessment Report for the Installation of Moorings for Vessels and Patrons in the Pillsbury Sound, St. John. Cruz Bay Underground, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of an Underground Power Cable System in Cruz Bay Feeder 7E, St. John. Tropical Marine Expansion, Tropical Marine, Environmental Assessment Report to Combine Docks at Mangrove Marine and Off Plot 28 and the Expansion of the Existing Dock, St. Thomas. Limetree Resort, Wyndham Bluebeard’s Beach Club, Environmental Assessment Report for the Renovation and Expansion of the Existing Limetree Resort, St. Thomas. Repair to Cruz Bay Visitor Center, Docks, and Surrounding Grounds Impacted by Hurricanes Irma and Maria, Croft Engineering/National Park Service, Environmental Assessment Report for Dredging the Basin and Repairs to the Bulkhead and Renovation and Upgrades to the Existing Visitor Center, St. John. BIOIMPACT, INC. QUALIFICATION STATEMENT Latitude 18 Marina, Jack Rock EA-C LLC, Environmental Assessment Report for the Development of a Marina and Management of a Mooring Field and Dry Storage for Vessels, St. Thomas. Green Cay Marina, St. Croix Financial Center, Environmental Assessment Report for the Expansion of the Existing Marina, Maintenance Dredging, and Beach and Shoreline Improvements, St. Croix. King Christian Dock, USVI Opportunity Fund LLC, Environmental Assessment Report for the Reconstruction and Expansion of a Hurricane-Damaged Dock, St. Croix. Renovations and Expansion of an Existing Dock, Inter-Island Ferry Service, Environmental Assessment Report for the Expansion and Extension of an Existing Dock to Better Accommodate Vessel Dockage, St. Thomas. Repair of a Hurricane Damaged Dock, Margaritaville, Environmental Assessment Report for the Reconstruction of the Damaged Dock (modified to include a reverse osmosis line extension), St. Thomas. Boat Building Facility and Dock, Gold Coast Yacht, Inc., Environmental Assessment Report for a Boat Building Warehouse and a Launch and Outfitting Dock, St. Croix. Turquoise Bay Resort, VIPM LLC, Environmental Assessment Report for a Glamping Resort and Restaurant, St. Croix. Christiansted National Historic Site Existing Wharf Replacement, HDR, Inc. and National Park Service, Environmental Assessment Report for the Replacement of the Failing Sheet Pile Wall and Bulkhead (and Acoustic Monitoring Plans), St. Croix. Lovango Cay Beach Club and Resort, Lovango Island Holdings LLP, Environmental Assessment Report to Permit the Development of a Beach Club and Resort and Mooring Installation, Lovango Island. Wave Attenuation System, LSJ LLC, Environmental Assessment Report for the Installation of Wave Attenuation Systems, Little St. James. Installation of Access Docks, and Barge Landing Facility, Great St. James, Great St. Jim LLC. Environmental Assessment Report for the Development of a New Dock, the Renovation of an Existing Dock, and the Construction of a Barge Landing, Great St. James. Installation of a Single Point Mooring at the Limetree Bay Terminal on St. Croix, Limetree Bay Terminals LLC, Environmental Assessment Report for the Installation of an Undersea Pipeline, Pipeline End Manifold (PLEM), and Buoy System at a Depth of 650 Feet, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT St. Croix Sports Complex, Coastal Systems, Environmental Assessment Report for the Construction of the Paul. E. Joseph Stadium, Wetland Delineations, and Endangered Terrestrial and Marine Species Assessments (and Development of a Sea Turtle Lighting Mitigation Plan), St. Croix. Installation of a Submarine Cable System, V.I. Water and Power Authority, Environmental Assessment Report for Submarine Cable Routing and Beach Landfall, St. Thomas. Maintenance Dredging of Krause Lagoon Channel, V.I. Port Authority, Environmental Assessment Report for the Dredging of the Cross-Channel into the Container Port and Molasses Dock, St. Croix. Installation of New Reverse Osmosis Discharge and Intake Line, Westin Resort, Environmental Assessment Report for the Installation of a Saltwater Intake Line Over 2000 Feet Offshore, St. John. Shoreline Stabilization Project for Buccaneer Hotel, The Buccaneer, Environmental Assessment Report for the Placement of a Shoreline Stabilization Structure to Protect the Eroding Shoreline, St. Croix. VIWAPA’s Conversion to LPG, VITOL and V.I. Water and Power Authority, Environmental Assessment Report for the Installation of LPG conversion Equipment and Fuel Dock Expansion (and Offshore Deep-Water Buoy Permit for LPG Ships), St. Croix and St. Thomas. ENVIRONMENTAL ASSESSMENT REPORTS 2014 – 2019 Water quality, monitoring and/or compensatory mitigation plans were developed to supplement many of the environmental assessment reports listed. viNGN Submarine Cable Network, Alcatel-Lucent for viNGN, Environmental Assessment Report for the Installation of an Inter-Island Cable System (including a Cable Beach Routing and Landfall Study), U.S. Virgin Islands. Improvements to the Frederiksted Pier, V.I. Port Authority, Environmental Assessment Report for the Installation of a New Tender Landing, St. Croix. Improvements to the Red Hook Marine Terminal, V.I. Port Authority, Environmental Assessment Report for the Construction of a New Customs Building and Shoreline Improvements, St. Thomas. Offshore Windmills, Ocean Energy, Inc., Environmental Assessment Report for the Installation of Offshore Turbines, a Submarine Cable, and Cable Landing (including a Bird Study), St. BIOIMPACT, INC. QUALIFICATION STATEMENT Thomas. St. John Marina, Summers End Group, Environmental Assessment Report for the Development of a Marina and Associated Upland Facilities, St. John. Maintenance Dredging of the Schooner Channel, V.I. Port Authority and HUD/V.I. Housing and Finance Authority (VIHFA), Environmental Assessment Report for the Dredging of the Schooner Channel (including an Evaluation of Alternative Alignments), St. Croix. Remediation of Hydrocarbon Contamination at the V.I. Seaplane Ramp, V.I. Port Authority, Environmental Assessment Report for the Installation of Restorative Sheet Piles to Restore (and the Containment of Hydrocarbon-contaminated Soil from a Leaking Underground Storage Tank [LUST]), St. Croix. Maintenance of the Existing Bulkhead and Maintenance Dredging of Charlotte Amalie Harbor, CH2M Hill and WICO, Environmental Assessment Report for the Replacement of the Sheet Pile in the Inner Berth (including the Development of a Coral Transplant Mitigation Plan), St. Thomas. ENVIRONMENTAL ASSESSMENT REPORTS 2009 – 2013 Water quality, monitoring and/or compensatory mitigation plans were developed to supplement each of the environmental assessment reports listed. Dredging of Crown Bay Marine Terminal and Turning Basin, V.I. Port Authority, Environmental Assessment Report for the Dredging of the Crown Bay Marine Terminal and Basin, St. Thomas. Maintenance Dredging of Crown Bay Marina, V.I. Port Authority, Environmental Assessment Report for the Dredging of Crown Bay Marina (including a Seagrass and Coral Mitigation Plan), St. Thomas. Improvements to Bordeaux Road, V.I. Department of Public Works and Federal Highway Administration in Collaboration with Parsons Brinkerhoff, Environmental Assessment Report for a Finding of No Significant Impact, St. Thomas. Improvement to Spring Gut Road, V.I. Department of Public Works and Federal Highways Administration in Collaboration with Stanley Engineer, Environmental Assessment Report for Improvements to Spring Gut Road for a Finding of No Significant Impact, St. Croix. Coral World’s Dolphin Exhibit, Coral World (VI), Inc., Environmental Assessment Report for the Construction of an Offshore Dolphin Pen and Viewing Dock (and ESA Corals Monitoring BIOIMPACT, INC. QUALIFICATION STATEMENT and Mitigation Plan), St. Thomas. Expansion of the Spratt Bay Homeowners Dock (SBHOA), Spratt Bay Homeowner’s Association, Environment Assessment Report for the Expansion of the SBHOA Dock, Water Island. Expansion of Veterans Drive, V.I. Department of Public Works and Federal Highway Administration in Collaboration with Parsons Brinckerhoff, Environmental Assessment Report for a Finding of No Significant Impact and Drafting the USACE Statement of Findings, St. Thomas. Chiller Cooling System, BaHaMar and HDR, Inc., Environmental Assessment Report for the Placement of a Saltwater Intake Line at the BaHaMar Resort, Grand Bahama. Reverse Osmosis Facility, V.I. Water and Power Authority, Environmental Assessment Report for the Installation a New Reverse Osmosis Facility at the St. Thomas Power Plant, St. Thomas. Submarine Power Cable, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a Submarine Power Cable between the Islands of St. Thomas and St. John, Pillsbury Sound, St. Thomas and St. John. Chiller System and Dock Repairs at the Marriott Frenchman’s Reef, Diamond Rock, Environmental Assessment Report for the Installation of Saltwater Intake Line and Dock Repairs (and Larval Study for Intake), St. Thomas. Expansion of Heavy Materials Krum Bay Facility, Heavy Materials St. Thomas, Environmental Assessment Report for the Expansion of Heavy Materials Concrete Facility in Krum Bay, St. Thomas. Thirty-three-Megawatt Waste-to-Energy Plant, Alpine Energy Group, Inc., Environmental Assessment Report for the Construction of a 33-Megawatt Waste-to-Energy Plant (including Conducting a Survey of Endangered V.I. Tree Boas in the Area), St. Thomas. Eighteen-Megawatt Waste-to-Energy Plant, Alpine Energy Group, Inc., Environmental Assessment Report for the Construction of an 18-Megawatt Waste-to-Energy Plans (including a Wetland Delineation), St. Croix. Reverse Osmosis Facility on St. John, V.I. Water and Power Authority, Environmental Assessment Report for the Construction of a Reverse Osmosis Facility, St. John. Seven Hills Development, Robin Bay Partners, Environmental Assessment Report for the Development of Seven Hills Residential Community (including a Wetland Delineation), St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Improvements to the Molasses Dock, V.I. Port Authority, Environmental Assessment Report for Dredging and Improvements to the Molasses Dock Roll-on Roll-off Facility (and Mitigation Plan for the Mangrove Shoreline), St. Croix. Dredging of the Charlotte Amalie Harbor Channel and the Filling of Lindbergh Bay, The West Indian Company Limited, Environmental Assessment Report for the Dredging and Widening of the Charlotte Amalie Harbor to Accommodate Oasis Class Ships at WICO Docks and the Disposal of Dredged Materials in the Historic Dredging Hole in Lindbergh Bay, St. Thomas. Fueling Station, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a Vehicle Fueling Station in the Richmond Plant Terminal Facility License, St. Croix. ENVIRONMENTAL ASSESSMENT REPORTS 2005 – 2008 Water quality, monitoring and/or compensatory mitigation plans were developed to supplement each of the environmental assessment reports listed. Port of Mandahl, MSJ Realty, Environmental Assessment Report for the Development of the Marina and Resort in Estate Mandahl, St. Thomas. North Sound Yacht Club, Victor International, Environmental Assessment Report for the Development of a Marina and Yacht Club in North South, Virgin Gorda, BVI. Reconstruction of the Frenchman’s Cove Dock, Marriott Vacation Club, Environmental Assessment Report for the Reconstruction and Expansion of a Damaged Dock in Charlotte Amalie Harbor, St. Thomas. Thatch Cay Development, Thatch Cay LLC, Environmental Assessment Report for the Development of a Resort Community and Marine Infrastructure on Thatch Cay, St. Thomas. Smith Bay Development, Smith Bay Developers, Inc., Environmental Assessment Report for a Condominium Complex, St. Thomas. Subdivision of Great St. James, Christian Kejer, Environmental Assessment Report for The Development of a Residential Community on Great St. James including Marine Access Infrastructure, Great St. James Island, St. Thomas. Subdivision of Inner Brass, Green Island Developers, Environmental Assessment Report for the Development of a Residential Community on Inner Brass including Marine Access BIOIMPACT, INC. QUALIFICATION STATEMENT Infrastructure, Inner Brass Island, St. Thomas. Subdivision of Inner Brass, Bryan Family, Environmental Assessment Report for the Subdivision of Lots for a Residential Community on Inner Brass and the Development of a Dock for Access. Inner Brass Island, St. Thomas. Cabrita Point, Cabrita Point Partners and Lionstone LLC, Environmental Assessment Report for the Development of a Resort Community, a Mitigation and Monitoring Plan for the Endangered V.I. Tree Boa and a Monitoring Plan for a Reverse Osmosis Intake Line, Dock and Swimming Platform, St. Thomas. Subdivision of 77 Acres in Hansen Bay, St. John Flamboyant Realty, Environmental Assessment Report for the Development of Roads and a Subdivision in Hansen Bay, St. John. Subdivision of 14 Acres in Hansen Bay, St. John Hansen Bay Development Group, Environmental Assessment Report for the Development of Roads, and a Subdivision in Hansen Bay (including a Wetland Delineation), St. John. Expansions and Improvements to the Ritz-Carlton Hotel, William Karr and Associates, Environmental Assessment Report for the Expansion and Renovation of the Ritz-Carlton Hotel, St. Thomas. Modification to Carden Beach Condominiums, TK Properties, Inc., Environmental Assessment Report for the Development of Zero Lot Line Homes at the Carden Beach Property, St. Croix. Development of Betty’s Hope, V.I. Port Authority, Environmental Assessment Report and Wetland Delineations for the Development of the South Shore Property for Commercial and/or Residential Use, St. Croix. Expansion of the Compass Point Marina, Margate Management, Environmental Assessment Report for the Addition of Docks at the Compass Point Marina in Benner Bay, St. Thomas. Improvements, Expansions and Maintenance of HOVENSA Petroleum Refinery, HOVENSA LLC, Environmental Assessment Reports for the 1) Construction of Maintenance Buildings and Replacement of Existing Stacks, 2) Construction of a Low Sulfur Fuels (LSF) Facility, 3) Construction of Modular Buildings, and 4) Construction of Housing in Estate Blessing (including Permitting of an Existing Borrow Pit), St. Croix. Installation of a Permanent Barge Landing Facility on Lovango Cay, Joseph Markus Trust, Environmental Assessment Report for the Development of a Permanent Barge Landing Facility (including a Compensatory Mitigation Plan for Endangered Coral Species), Lovango Cay. Barge Landing, Swim Dock and Beach Enhancement on Little St. James, LSJ LLC, Environmental Assessment Report for the Relocation of the Existing Barge Landing and the BIOIMPACT, INC. QUALIFICATION STATEMENT Construction of a Swim Dock and Beach Enhancing Devices, Little St. James. Development of Affordable Housing in Calabash Boom, Reliance Housing, Environmental Assessment Report for the Development of Affordable Housing in Calabash Boom (and Territorial Pollutant Discharge Elimination System [TPDES] Permits), St. John. Demineralized Water System and Storage Tank Upgrades, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a New Storage Tank and Demineralizer, St. Croix. Development of a Pizza Bar and Miniature Golf Course, Divi Carina Bay Resort, Environmental Assessment Report for the Development of Amenities at the Divi Carina Bay Resort and Casino, St. Croix. Placement of Fuel Pipelines on the Ann E. Abramson Pier, Royal Caribbean Cruise Lines, V.I. Port Authority, Environmental Assessment Report for the Installation of Fuel Lines on the Frederiksted Pier, St. Croix. Development of a Marina and Related Infrastructure, Coral Bay Marina LLC, Environmental Assessment Report for the Dredging and Development of a Marina in Coral Bay (including an Alternative Analysis to Reduce Impacts for the USACE), St. John Development of a Marine Mammal Encountered Facility, Coral World (VI), Inc., Environmental Assessment Report for the Development of a Sealion Encounter Facility, St. Thomas. Improvements to The Randall “Doc” James Racetrack, TRAXCO, Environmental Assessment Report for Improvements to the “Doc” James Racetrack Facility (including Wetland Delineations), St. Croix. Maintenance Dredging and the Permitting of Permanent Moorings, Westin Resort, Environmental Assessment Report for Maintenance Dredging of the Existing Channel and around the Dock, and Mooring Installations, St. John. ENVIRONMENTAL ASSESSMENT REPORTS 2000 – 2004 Water quality, monitoring and/or compensatory mitigation plans were developed to supplement each of the environmental assessment reports listed. Compass Point Marina Expansion, Compass Point Marina in Collaboration with Springline Architects, Environmental Assessment Report for the Expansion of the Existing Compass Point Marina, St. Thomas. BIOIMPACT, INC. QUALIFICATION STATEMENT Emergency Electrical Cable St. Thomas-St. John, V.I. Water and Power Authority, Environmental Assessment Report for the Placement of a New Submarine Power Cable between St. Thomas and St. John, St. Thomas. Richmond Sand Channel Dredging, V.I. Water and Power Authority, Environmental Assessment Report for Maintenance Dredging of the Richmond Sand Channel, St. Croix. Hassel Island Electrical Cable Replacement, V.I. Water and Power Authority Environmental Assessment Report for the Installation of a New Submarine Cable between St. Thomas and Hassel Island, St. Thomas. Golden Resorts Golf Resort, Casino & Conference Center, Golden Resort, Environmental Assessment Report for the Development of Golden Resorts Golf Resort, Casino, and Conference Center (including a Wetland Delineation), St. Croix. Crown Bay Marine Terminal Improvements, V.I. Port Authority in Collaboration with Adams, Inc., Environmental Assessment Report for Improvements to the Crown Bay Marine Terminal, St. Thomas. Global Crossings Point of Presence, Global Crossings, Environmental Assessment Report for the Placement of a Point of Presence Communications Tower in Frederiksted, St. Croix. Burial of Fiber Optic Cables, Innovative Telephone, Environmental Assessment Report for the Burial of Fiber Optic Cables on the North Shore, St. Croix. Burial of Fiber Optic Cables on the West End of St. Croix, Innovative Telephone, Environmental Assessment Report for the Burial of Fiber Optic Cables on the West End, St. Croix. Callaloo Club Blowing Point, Callaloo Club Peninsula, Environmental Assessment for the Development of a Marina on the Island of Anguilla, British West Indies. Installation of a Waterline between St. Thomas and St. John, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a Waterline between St. Thomas and St. John, St. Thomas. Installation of a Submarine Cable to Little St. James, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a Utility Line between St. Thomas and Little St. James, Little St. James. South American Crossing Cable Station, Global Crossing, Environmental Assessment Report for the Construction of the South American Crossing Cable Station at Estate Northside, St. Croix. Water Island Ferry Dock, V.I. Department of Public Works, Environmental Assessment Report BIOIMPACT, INC. QUALIFICATION STATEMENT for the Construction of a Ferry Dock on Water Island, Water Island. CuisinArt Golf Resort & Spa Beach Enhancements, CuisinArt, Environmental Impact Assessment Report for Beach Renourishment, Anguilla, British West Indies. Cinnamon Reef Resort, Cinnamon Reef, Environmental Impact Assessment Report for the Development of a Marine Facility, Anguilla, British West Indies. Frederiksted Pier Improvements, V.I. Port Authority, Environmental Assessment Report for Improvements to the Existing Frederiksted Pier, St. Croix. Construction of a Private Dock on Little St. James, LSJ LLC, Environmental Assessment Report for the Construction of a Private Dock on the Island of Little St. James, Little St. James. Phase II of the Christiansted Boardwalk, Government of the Virgin Islands Environmental Assessment Report for Phase II of the Christiansted Boardwalk, St. Croix. Construction of a Headquarters, Beal Aerospace, Environmental Assessment Report for the Construction of Beal Aerospace’s World Headquarters in Estate Great Pond, St. Croix. ENVIRONMENTAL ASSESSMENT REPORTS 1988 – 2000 Hurricane Damaged Dock Reconstruction, Divi Carina Bay Resort, Environmental Assessment Report for the Reconstruction of a Dock after Damage Associated with Hurricane Hugo at the Divi Carina Bay Resort and Casino, St. Croix. Global Crossing Cable Terminal, Global Crossing, Environmental Assessment Report for the Construction of a Cable Terminal Building and Corridor for Eight Submarine Fiber Optic Cables (including a Landfall Study) in Frederiksted, St. Croix. Construction of a Coker and Coker Dock at the HOVENSA Petroleum Refinery, HOVENSA LLC, Environmental Assessment Report for the Construction of a Coker and Coker Dock, St. Croix. Frederiksted Pier Mooring Dolphin, V.I. Port Authority, Environmental Assessment Report for the Construction of a Mooring Dolphin at the Frederiksted Pier, St. Croix. Seaplane Terminal, V.I. Port Authority, Environmental Assessment Report for the Development of a Seaplane Terminal at the Old Seaplane Ramp, St. Croix. Forest Bay Marina, Forest Bay Group, Environmental Assessment Report for the Development BIOIMPACT, INC. QUALIFICATION STATEMENT of a Marina and Related Facilities in Forest Bay, Anguilla, British West Indies. Dolphin Lagoon, META Resorts, Environmental Assessment Report for the Development of a Dolphin Lagoon at Meads Bay, Anguilla, British West Indies. Construction of the Christiansted Boardwalk, Government of the Virgin Islands, Environmental Assessment Report for the Construction of a Boardwalk in Christiansted, St. Croix. Runway Extension of the Henry E. Rohlsen Airport, V.I. Port Authority in Collaboration with LPA Group, Environmental Assessment Report for the Runway Extension at the Henry E. Rohlsen Airport, St. Croix. Red Hook Marine Terminal Expansion, V.I. Port Authority, Environmental Assessment Report for the Expansion of the Red Hook Marine Terminal (including the Development and Implementation of Mitigation and Monitoring Plans), St. Thomas. Enighed Pond Marine Terminal, V.I. Port Authority, Environmental Assessment Report for the Creation of the Enighed Pond Marine Facility (including the Development and Implementation of Mitigation and Monitoring Plans), St. John. Submerged Land Renewal, Coral World (VI), Inc., Environmental Assessment Report for the Renewal of the Submerged Land Lease for the Coral World Facility, St. Thomas. Construction of a Seawall, Cowpet Bay, Environmental Assessment Report for the Modification of an Existing Permit to Construct a Seawall, St. Thomas. Riprap Revetment Installation, Watergate East Villas, Environmental Assessment Report for the Construction of a Rip-Rap Revetment, St. Thomas. Improvements to the Fuel Dock, V.I. Water and Power Authority, Environmental Assessment Report for Improvements to the Fuel Dock at the Power Generating Facility, St. Thomas. Subdivision of Estate Misgunst, La Domaine, Environmental Assessment Report for the Subdivision of 40 Acres of Land in Estate Misgunst, St. Thomas. Expansion of the Alexander Hamilton Airport and Highway 64 Relocation, V.I. Port Authority, Environmental Assessment Report for the Expansion of the Alexander Hamilton Airport Terminal and Highway 64 Relocation (including a Wetland Delineation, and Development and Implementation of a Wetland Mitigation Plan), St. Croix. AT&T Cable Landing Facility, AT&T, Environmental Assessment Report for the Cable Landing Facility at Estate Northside (including a Beach Landfall Study, a Cable Routing Study, and the Development of a Water Quality and Environmental Monitoring and Mitigation Plan), St. Croix. Dredging of the Sand Channel, DEVCON, Environmental Assessment Report for the Dredging BIOIMPACT, INC. QUALIFICATION STATEMENT of the Christiansted Sand Channel, St. Croix. Expansion of the Red Mud Storage Ponds, VIALCO, Environmental Assessment Report for the Expansion of the Red Mud Storage Ponds at the VIALCO Alumina Facility, St. Croix. Stormwater Drainage System, VIALCO, Environmental Assessment Report for the Creation of a Stormwater Drainage System at the VIALCO Alumina Facility, St. Croix. Permitting of a Caliche Mine, VIALCO, Environmental Assessment Report for the Mining of Caliche at the VIALCO Alumina Facility, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Molasses Dock Expansion, V.I. Port Authority Subcontracted by Frank Torrez, Environmental Assessment Report for the Molasses Dock Terminal at the Third Port Facility, St. Croix. ENVIRONMENTAL ASSESSMENT REPORTS (SELECTED) 1988 – 1993 Beach Renourishment, St. Croix by the Sea, Environmental Assessment Report for a Beach Renourishment and Jetty Construction at St. Croix by the Sea, St. Croix. Vieques Shrimp Farm, Vieques Shrimp Mariculture Project, Environmental Assessment Report for the Creation of a Shrimp Farm in Puerto Ferro, Vieques, Puerto Rico. Marine Spill Response Corporation (MSRC) Dock, Hess Oil Virgin Islands (HOVIC) Petroleum Refinery, Environmental Assessment Report for the Construction of a Pier in the HOVIC West Turning Basin, St. Croix. Construction of Eden Beach Hotel and Condominiums, Eden Beach, Environmental Assessment Report for the Proposed Construction of Eden Beach Hotel and Condominiums, St. Croix. Expansion of the Tamarind Reef Hotel, Tamarind Reef, Environmental Assessment Report for the Proposed Reconstruction and Expansion of the Tamarind Reef Hotel, St. Croix. Construction of Gas Turbines at the Third Port, V.I. Water and Power Authority, Environmental Assessment Report and USACE Application for the Construction of Two Gas Turbines at the Third Port Site, St. Croix. Subdivision of Lovango Cay, Joseph Markus Trust, Environmental Assessment Report for the Creation of a Subdivision on Lovango Cay and Placement of a Private Dock, Lovango Cay. Well Water Collection System, VIALCO, Environmental Assessment Report for the Construction of a Well Water Gathering System for Wells at the VIALCO Alumina Facility, St. Croix. Crawl Cay, Monroe County, Environmental Assessment Report, Wetlands Delineation and Hammock Studies of Crawl Cay, Florida. Jack’s Bay Subdivision, Jack’s Bay Development Company, Environmental Assessment Report for the Subdivision of Approximately 300 Acres into 64 Lots at Estate Jack Bay and Estate Isaac Bay, St. Croix. Bauxite Building, VIALCO, Environmental Assessment Report for the Expansion of the Bauxite Building at the VIALCO Alumina Facility, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Carambola Beach Club Improvements, Danested, Environmental Assessment Report for the Repair and Improvement of the Carambola Beach Club Facilities, St. Croix. Salt River National Park, National Park Service, Environmental Impact Statement for the Proposed National Park at Salt River, St. Croix. Desalination Unit, V.I. Water and Power Authority, Environmental Assessment Report for the Construction of a Desalination Unit on St. John, St. John. Construction of Estate Turner Hole Condominiums, Carmel by the Sea, Environmental Assessment Report for the Construction of a 95-unit Condominium at Estate Turner Hole, St. Croix. Very Long Baseline Array (VLBA) Observation Station, NASA, Environmental Assessment Report and Landscaping Plan for the Construction of a VLBA, St. Croix. Buccaneer Hotel Room Expansion, Buccaneer Hotel, Environmental Assessment Report for a 20-room Addition to the Buccaneer Hotel, St. Croix. Construction of a Ritz-Carlton Hotel, Environmental Assessment Report and Zoning Application for a 350-room Ritz-Carlton Hotel in Estate Davis Bay, St. Croix. Frederiksted Pier Expansion, V.I. Port Authority, Environmental Assessment Report for the Construction of a Second Pier in Frederiksted, St. Croix. Construction of the Kingston Hotel, Kingston Hotel, Environmental Assessment Report for the Construction of a Hotel and Condominium in Kingston, Tortola, BVI. Construction of an Airport Warehouse, V.I. Port Authority, Environmental Assessment Report for Construction of a Warehouse Facility at the Alexander Hamilton Airport, St. Croix. Development of the Great Pond Resort, St. Croix, Environmental Assessment Report, for Golden Gaming, Zoning Application, and USACE Permit Application for a Hotel and Condominium Project at Estate Great Pond, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT ENVIRONMENTAL ASSESSMENT REPORTS 1986 – 1988 St. Croix St. Thomas St. John Columbus Landing, St. Croix Blue Beards Beach, St. Thomas Concordia, St. John Grapetree Beach, St. Croix St. Croix by the Sea, St. Croix Ensenada, St. Croix Virgin Grand, St. Croix Sugar Bay, St. Croix Turtle Run, St. Croix Palm Shores, St. Croix Baobab, St. Croix Reflection Bay, St. Croix Coakley Bay, St. Croix Green Cay, St. Croix Turquoise Bay St. Croix Eagle Bay, St. Croix Granard, St. Croix Concordia, St. John Wider Caribbean Southeast Peninsula, St. Kitts Divi Dive Canal, Nassau, Bahamas BIOIMPACT, INC. QUALIFICATION STATEMENT ENVIRONMENTAL CONTAMINATION ASSESSMENTS 1990 – PRESENT 2022 – Present Sampling for Heavy Metals Contamination of the Soil in Estate Donoe, St. Thomas. 2000 – Present Sampling for Chemical Contamination in Cisterns as a Result of a Hydrocarbon Release in the Air, St. Croix. 1994 – Present Periodic Sampling of the Leaking Underground Storage Tanks (LUSTs) at the V.I. Port Authority Seaplane Ramp, St. Croix. 2019 Sampling for Mold at the Renaissance Hotel, St. Thomas. 2016 – 2022 Sampling of Underground Storage Tanks (USTs) for Gasoline Service Stations on St. Thomas and St. Croix. 2012 – 2016 Sampling for Recognized Environmental Conditions in Estate Anna’s Hope, St. Croix. 2006 – 2016 Sampling for Petroleum Product Contamination at Gasoline Stations and Industrial Sites, St. Croix. 1990 – 2002 Sampling of Residential and Commercial Properties on St. Croix, St. Thomas, St. John and Puerto Rico for Recognized Environmental Conditions. Emily Goodwin Principal Scientist EMPC Portland, OR 1 of 1 Emily Goodwin is a Principal Scientist with over 18 years of providing multi-media compliance assistance and auditing for a variety of industrial facilities, including oil and gas, mining, chemicals, metals, energy, and manufacturing industries. She has specific compliance and permitting expertise in stormwater, oil spill control, wastewater, waste management, and hazardous materials. Education  BA, Environmental Science, Willamette University Project Experience Environmental Compliance Principal Scientist, Toxic Release Inventory (TRI) and National Pollution Release Inventory (NPRI) Conducted TRI and NPRI threshold determinations and calculations of air emissions and prepared compliance reports in accordance with Section 313 of the Emergency Planning and Community Right- to-Know Act (EPCRA), for wood products, manufacturing, and utility infrastructure. Principal Scientist, Tier II Reporting Completed SARA 312 reports (Tier II forms) for multiple clients across North America, including calculations of maximum quantities of chemicals maintained onsite, completion of the forms, and submittal of the reports to the various regulatory agencies, for wood products and oil and gas facilities. Principal Scientist, Stormwater Pollution Prevention Plans Prepared Stormwater Pollution Prevention Plans (SWPPP) for facilities in Alaska, Georgia, West Virginia, Washington, Oregon, Idaho, Tennessee and North Carolina. Facilities have included manufacturing and industrial clients with a focus on wood products and utility infrastructure. Principal Scientist, Spill, Prevention, Control, and Countermeasure Plans Prepared Spill, Prevention, Control and Countermeasure (SPCC) Plans for facilities in Alaska, West Virginia, Oregon and Washington. Facilities have included manufacturing and industrial clients with a focus on wood products and utility infrastructure. Principal Scientist, Compliance Reviews, Assessments and Audits Conducted multiple environmental compliance assessments, assessment and audits both as part of due diligence activity and for vendor compliance. Program areas include air quality, water quality (stormwater, wastewater), oil pollution prevention, and chemical and waste management (solid waste, hazardous waste, hazardous materials, EPCRA). Principal Scientist, Toxic Substance Control Act Compliance Screenings Conducted Toxic Substance Control Act (TSCA) compliance screenings for a manufacturing facilities. Due Diligence Senior Scientist, Phase I Environmental Site Assessment Reports Prepared Phase I Environmental Site Assessment reports for properties located in Illinois, Washington, Missouri, Texas, Ohio, Louisiana, Indiana, West Virginia, New York, New Jersey, and Oregon. Additional Training  First Aid/CPR/AED Certified (March 2012)  40-Hour OSHA Hazardous Waste Operations and Emergency Response Training (November 2006)  Hazmat/DOT (Trainer) Other Required Submittals for Part II Earth Change Plan/Environmental Assessment Report ITEM SUBMITTAL RESPONSE a Approved Road and Driveway Permit No roadway or driveway is proposed as part of the Project. g Corporate Application Form (Form L&WD-7) Applicant is not a corporation. h Certificate of Corporate Good Standing Applicant is not a corporation. o Market Study, Analysis, and Feasibility of the Project Project is not a commercial development.