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HomeMy WebLinkAboutAgenda 07_MP-24-04_1200 Airport Dr_BTV#MP-24-04 1 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD MP-24-04_1200 Airport Dr_BTV Airport_2024-11-19 DEPARTMENT OF PLANNING & ZONING Report preparation date: November 13, 2024 Plans received: October 24, 2024 1200 Airport Drive Master Plan Application #MP-24-04 Meeting date: November 19, 2024 Owner/Applicant City of Burlington Patrick Leahy Burlington International Airport 1200 Airport Drive South Burlington, VT 05403 Engineer Hoyle Tanner 150 Dow Street Manchester, NH 0310195 Property Info Tax Parcel 2000-0000_C Airport District 777.84 acres Location Map #MP-24-04 2 PROJECT DESCRPTION Master plan application #MP-24-04 of the City of Burlington and Burlington International Airport to establish a master plan for an approximately 901.6-acre existing airport complex. The master plan includes six projects over 21.8 acres and consists of a 29,234 sf north concourse expansion, a 4.0 acre multi-use path, a 8.3 acre maintenance complex with 44,000 sf building, a 1.5 acre apron expansion, a 2.3 acre project involving hangar and apron expansion, and a 25,000 sf south terminal expansion, 1200 Airport Drive. PERMIT HISTORY AND CONTEXT As a project in two or more phases over the course of three or more years, the airport must obtain master plan approval by the DRB. On August 22, City Council warned the draft LDR amendments for public hearing on September 16, 2024. These draft regulations are in effect for complete applications submitted on or after that date. The Master Plan is subject to these new regulations. Sketch plan #SD-24-16 was reviewed on Sept 4, 2024. COMMENTS Development Review Planner Marla Keene and Director of Planning and Zoning Paul Conner (“Staff”) have reviewed the plans submitted on October 24, 2024 and offer the following comments. A) 15.B Master Plan Review 15.B.03 Master Plan Review Process E. Neighborhood Meeting The applicant held the required neighborhood meeting on November 12, 2024. At the time of packet publication, meeting minutes were not yet available. 1. Staff recommends the Board require the applicant to submit the attendance list and meeting minutes prior to closing the hearing. The meeting minutes must be reviewed by the Development Review Board. 15.B.07 MASTER PLAN COMPONENTS A Master Plan application must include each of the following unless waived by the DRB as not applicable to a particular project. Higher levels of detail provided at the Master Plan stage may reduce the extent of future review. Requirements are numbered for reference purposes, not to indicate priority, order, or rank. A Master Plan includes several categories of submission requirements that are used in the application of standards of review. These include: A. Project Description. A map, narrative, and accompanying table(s) describing: (1) The overall vision and scope of the proposed development; The proposed master plan consists of the following phases. #MP-24-04 3 Phase 1 (2024): North Concourse replacement project – to include an expansion of the existing terminal building in an area largely shielded from view of the public by the existing terminal. (2025): Recreation Path – This path is consistent with what the Board reviewed and approved as an overall landscape plan in MS-20-01. The path will consist of a planted streetscape with ornamental fencing, hardscape elements like stone walls, signage, and sculpture, and a recreation path. The intent is to begin with streetscape at the south end and move towards the north end of Airport Drive, with the recreation path to follow later, again from south to north. Phase 2 (2025): Maintenance complex – this includes a 41,500 sf metal pre-fab building for storage of snow removal equipment, a large shed for other vehicles, a fueling area, and a large paved apron for maneuvering of these vehicles. Approximately 8.3 acres will be disturbed and there will be a total of 4.2 acres of impervious surfaces (redevelopment and new) associated with this phase. This phase is proposed to be located at the north end of the main runway (runway 15-33). Phase 3 (2026): Apron Expansion - This project is proposed to be located at the south end of the minor runway (runway 1-19). It involves 1.5 acres of redeveloped and new impervious, and 3.4 acres of earth disturbance. Hangar expansion – This project is proposed to be located between the south ends of the two runways, currently occupied by Pratt and Whitney. The applicant has indicated this phase includes expanding the existing hangar and apron and relocating a parking lot, and consists of 2.3 acres. South Concourse expansion – This project involves a 25,000 sf extension of the south end of the existing terminal to the south. This project was previewed to the Board when the terminal expansion project was approved in SP-21-018. (2) The land area and properties in each phase of development; Phase Land Area Property Tax ID Phase 1: North Concourse, Recreation Path 32.50 ac 2000-00000, 600-188-18087 (SPAN) Phase 2: Maintenance Complex 4.24 ac 2000-00000 and 0020-00700 Phase 3: Apron Expansion, Hangar Expansion, South Concourse Expansion 4.37 ac 2000-00000 (3) Current property ownership and contact information; The properties are owned by the City of Burlington Patrick Leahy Burlington International Airport. (4) Current zoning districts applicable to the Master Plan area; The properties are located in the Airport and Low Scale Neighborhood zoning districts. (5) Proposed Planned Unit Development (PUD) type(s) under Article 15.C, as applicable; and The main airport parcel is already a general PUD. (6) Any requested modifications or waivers, as allowed under the Regulations. No waivers are requested #MP-24-04 4 B. Context Report. A map and accompanying narrative that describe the area proposed for subdivision, development, or redevelopment, in relation to the existing and planned pattern and type of development in surrounding neighborhood, and to existing and planned City facilities, services, and infrastructure in the vicinity of the project (1) Existing parcels, existing and planned streets and blocks, recreation paths, transit routes, buildings, land uses, parks, civic spaces, and other open spaces and community facilities located within ¼ -mile of project boundaries; At the request of the Board, the applicant has provided one overall context map and one map for each project area since the projects are so geographically distant from one another. On the overall map, there are a number of lines which Staff assumes identify existing features required by this criterion but which have not been identified in the plan legend. 2. Staff recommends the Board require the applicant to update the legend to identify the required features by use of a legend, specifically calling out the meaning of each of the yellow, orange, blue-green lines used. (2) Proposed street, recreation path, transit, infrastructure, and open space connections between existing, planned, and proposed development; Because of the nature of this master plan, there are limited features of these types proposed within the project area. Staff considers the applicant has shown the relevant features on the provided overall context map. (3) Hazards, and Level I and Level II Resources regulated under Article 12; The applicant has made a statement there are no Hazards, Level I or Level II resources impacted by the proposed master plan. However, Staff is aware of Hazards and Level II resources within the limits of the master plan area. 3. Staff recommends the Board consider whether they will require the applicant to show these resources on a map regardless of whether they are impacted by the proposed development plan. (4) Prevalent pattern of land subdivision and development in the Planning Area, as defined by block lengths; lot size and front lot line lengths; front, side, and rear setbacks; building height and coverage; civic spaces, and existing parking arrangements; The applicant’s narrative indicates the prevalent pattern of land in the project area is driven by the Federal Aviation Administration (FAA). No statement is made as to the specific characteristics called out in this criterion. Staff recommends the Board accept this omission as the proposed development will continue to be driven by the FAA. (5) Streetscape elements, including the placement, orientation, and spacing of buildings along the street, existing and planned sidewalks, and existing or planned landscaping, street furniture, and lighting; The applicant has indicated that proposed landscaping is focused on the recreational path. They have requested that lighting be reviewed as part of individual phases. (6) Building types and styles, including any prevalent or character-defining architectural features; The applicant has stated that the concourse projects (phase 1 and 3) will have a similar architectural style to the terminal building, while the maintenance building will have a pre- engineered metal structure. Staff considers the described architecture consistent with the vicinity of each project. #MP-24-04 5 (7) The planned character of the area as planned by the City as identified in the City Plan; and The airport is located in the Commercial/Industrial Future Land Use Area. Action 138 of the City Plan is to Identify and plan for areas of the City to be reserved exclusively for businesses that must be located away from housing, such as uses with heavy truck traffic and/or 24- hour operation. Staff considers the proposed configuration of the projects within the master plan area supports this action. Action 147 is to create transitions from the Burlington International Airport in areas identified for redevelopment that serve or buffer nearby neighborhoods and establish a community vision for the future of this area. Action 148 is to engage in a holistic community-driven planning process for the land in South Burlington owned by the City of Burlington as part of, related to, or in proximity to Leahy Burlington International Airport, with particular focus on the lands abutting the Chamberlin neighborhood. Staff considers the recreation path component of the master plan supports actions 147 and 148. (8) Approved, to-be-built or recently built (within ten (10) years) development projects in the Planning Area. These features are identified on the plan sheet identified as “Exhibit-A” which calls out the relative location of proposed and approved projects. C. Existing Conditions Report. A Site Conditions Map for the entire tract and accompanying narrative, that depict and describe existing [conditions]: (1) Geography of the parcel, including elevation contours, surface waters, wetlands, and other natural features; (2) Location of Natural resources regulated under Article 12, mapped as specified in Table 12- 01; As noted above, the applicant has not indicated surface waters, wetlands, or other protected natural resources on the project plans, though they have provided a statement that there are no impacts proposed thereto. (3) Existing streets, blocks, and utility corridors, including existing rights-of-way; and Streets and blocks are shown on the context plan, though at the necessary scale these features are more of a concept than something measurable. (4) Existing land uses and structures, including any historic sites or structures listed or eligible for listing on the Vermont State Register of Historic Places. The applicant has indicated the existing alert hanger, located at the southern end of the runway, is eligible for listing on the Vermont State Register of Historic Places. D. Development Plan. One or more maps and an accompanying narrative that depict and describe the overall pattern, type, and density of development proposed for the entire project, and for each phase of development (1) Any designated Civic Spaces or Site Amenities; The applicant has proposed for the recreation path in Phase 1 to function as the required civic space for the master plan. At sketch, the Board indicated they would consider the recreation path to be “on site.” Staff supports this interpretation. It is not unusual for a master plan to be made up of multiple contiguous parcels (2) Any land area for renewable energy production; #MP-24-04 6 No land is proposed to be set aside for renewable energy production. Staff notes the LDRs require rooftop solar or equivalent alternative be installed for new buildings required by the Commercial Building Energy Standards to establish a solar ready zone. (3) Proposed street network, including location of streets by Street Type and any existing or proposed rights-of way, easements, or intersections; No street improvements are proposed. (4) Proposed recreation paths, transit routes, infrastructure, and utility corridors and easements between and serving each phase of development; The phase 1 recreation path is the only improvement of this nature described by the applicant. (5) One or more designated Development Areas including designated residential areas, nonresidential areas, mixed use areas, civic space areas by Type under Article 11.B, and principal or shared parking areas; The applicant has indicated the entire development areas are for “Airport Uses.” Based on statements made at sketch, Staff infers the applicant is required to classify all airport-owned lands as Airport Uses for FAA purposes. However, for the purposes of compliance with the master plan, Staff considers the recreation path area to be a civic space area. (6) Any proposed transition areas; No transition areas are proposed. (7) Existing buildings to be incorporated in proposed development or redevelopment; The existing terminal will be incorporated into the North and South concourse projects. The existing Pratt & Whitney hangar building will be incorporated into the hangar expansion project. (8) Typical building lot dimensions and configurations consistent with applicable subdivision and zoning district regulations, or PUD type, and for designated transition areas as necessary to complement or match the adjoining pattern of development; No subdivision of land is envisioned as part of this master plan. (9) Typical building types, as applicable and referenced under Article 11.C; and Building types are not applicable to commercial development. (10) Any land, facilities, or improvements proposed for public dedication, consistent with the City’s adopted Official Map. Not applicable (11) Land area to be conveyed as dedicated open space to the City of South Burlington or to a qualified land trust. Not applicable. (12) Land area designated as “reserved for future use” that cannot be included in a Master Plan or development within ten (10) years of initial approval of the Master Plan. Not applicable; all land area is proposed for “Airport Use.” E. Summary Statistics. #MP-24-04 7 The following project statistics or metrics must be provided for the entire project area and for each phase of development, unless waived by the DRB as not relevant or applicable to a particular project: (1) Total lot area, and the area associated with each phase of development, in acres; for protection under Article 12 by resource level (Hazard, Level I, Level II); and the area, in acres, of any designated Conservation Area(s) or lots; (2) Total area, in acres and square feet, included in existing and planned street rights-of-way; the number and length in feet of proposed streets by Street Type, and the number of street intersections; (3) Total number of existing and planned blocks; and the block perimeter and block length for each block, in feet; (4) Total Buildable Area, in acres and square feet; (5) Number of proposed dwelling units by housing or building type within each designated Development Area; (6) If applicable, number of additional dwelling units by housing and building type within each designated Development Area required to meet the planned Minimum Residential Density; and (7) Other statistics or data required by the DRB as necessary to determine conformance with relevant standards under these Regulations. A table summarizing the relevant statistics is as follows. Phase Description Area of Phase (Ac) Buildable area within phase (Ac) Type & Area of each Natural Resource within phase (Ac) Project Area (ac) Phase 1: North Concourse Replacement Project, Recreation Path 78.72 78.72 No wetlands, no floodplains or floodways, no river corridors or very steep slopes, no habitat blocks or habitat connector. 32.5 Phase 2: Maintenance Building 11.28 11.28 8.34 Phase 3: Cargo apron, Hangar Expansion, South Concourse 56.27 56.27 6.27 Total Lot Area 146.27 146.27 F. Buildout Analysis and Budget. Based on the statistics provided under (F) above, the applicant must also provide an analysis for each of the following as allocated for each phase of development, for use in determining the project’s total “Buildout Budget”: #MP-24-04 8 (1) Acreage allocations by land use or building type, as percentages of the Buildable Area within designated Development Areas; See below table. (2) Total dwelling units; Not applicable (3) Minimum percentage, and area in square feet, of required civic space(s) within designated Development Areas; The applicant is proposing to provide one civic space for the entire master plan, consisting of 31.86 acres, or 21.78% of the buildable area. (4) Maximum peak hour vehicle trip generation rates, by commercial, residential, industrial, or other use type; See below table. (5) Maximum water supply and wastewater system demand, by commercial, residential, industrial, or other use type; See below table. (6) Maximum total impervious surface (percentage, total square footage), and volume of stormwater runoff per designated Development Area; and See below table. (7) Other measures or parameters required by the DRB as necessary to identify and limit the forecasted impacts of development on municipal facilities, infrastructure and services, and properties and uses within the vicinity of the project. Project North Concourse Rec Path Maintenanc e Building Cargo Apron Hangar Expansion South Concourse Phase 1 1 2 3 3 3 Building Type Concourse building and apron civic space Maintenanc e building Vehicle service road, cargo apron Expansion of existing hangar and apron, relocation of existing parking lot Terminal building Acreage 0.64 31.86 8.34 3.4 2.3 0.57 Percent of Buildable Area 0.43% 21.78% 5.70% 2.32% 1.57% 0.38% PM Peak Hour Trip Generation 0 (See comment) 0 42 0 12 0 (See comment) Estimated water/wastewate r demand 0 (See comment) 0 315 0 90 0 (See comment) New Impervious Surface (ac) 0.41 0.79 3.91 1.5 1.15 0.13 #MP-24-04 9 25-year stormwater runoff (cf) 8,001 9,658 47,816 18,334 21,877 7,721 Staff notes that a master plan is valid for 10 years, therefore the budget should include future growth over time. In an article in the local Other Paper (“Airport Expansion on the Horizon Passenger Traffic Surpasses pre-Pandemic Numbers”, published October 24, 2024), it was stated that “passenger traffic is also on the rise. According to [airport director Nic] Longo, the airport is busier than ever with projections for this year expected to surpass nearly 700,000 – well above pre-pandemic numbers.” Further, the Airport’s master plan forecasts 0.8% annual increase in enplanements through 2038. 4. Staff considers it to be inaccurate for the applicant to represent that the proposed improvements will have no effect on municipal impacts over time and recommends the Board discuss with the applicant the planned capacity of the improvements and require them to update their traffic, water, and wastewater projections to accommodate the planned capacity. The City Stormwater Section reviewed the provided plans on November 8, 2024 and offers the following additional comments. • Stormwater treatment will need to be provided in accordance with Section 13.05 of the South Burlington LDRs for all new and redeveloped impervious surfaces over 5000 SF. • Erosion prevention and sediment control measures will be required in accordance with Article 16 of the South Burlington LDRs. G. Phasing Plan. The application must include a Phasing Plan. The Phasing Plan must: (1) Identify and describe each phase of development, including the properties included, designated development areas by use type, major streets, supporting infrastructure and facility improvements, civic spaces, and other public amenities to be provided prior to or in association with each phase; 5. The applicant has included a plan sheet for each phase. Staff recommends the Board require the applicant to revise the plans to include a unique sheet numbering and naming for recordkeeping purposes. (2) Schedule for development phases (including timing and sequence) over the period covered by the Master Plan, consistent with the City’s adopted Capital Improvement Program and Official Map, that considers and outlines any long-range planning (longer than ten (10) years) for areas in the Master Plan area; The North Concourse is proposed for 2024, the recreation path for 2025, the maintenance building for 2025, the cargo apron for 2026. No dates are proposed for the hangar expansion or south concourse. 6. Staff recommends the Board ask the applicant to clarify the anticipated timeframe for the hangar expansion and south concourse. Staff notes the Board provided clear direction at sketch that they will require the recreation path be completed no later than opening of the North Concourse. Staff considers details of that condition to be appropriate for the North Concourse and Recreation Path site plans, and recommends the Board include a condition that the applicant must include as part of the site plan a schedule for completion of the recreation path and that the issuance of a certificate of #MP-24-04 10 occupancy for the North Concourse building shall be conditioned upon completion of the recreation path. (3) Each proposed phase must incorporate one or more distinct areas and include the infrastructure and facilities necessary to support that phase of development; and (4) Any temporary or interim structures or uses (e.g., buildings, parking, construction, or staging areas) intended for conversion or redevelopment in a subsequent phase must be identified in the phasing plan. The applicant has included construction areas in their phase size estimates above. H. Management Plan. A narrative description of the proposed management structure responsible for project development including: (1) All principals or entities with direct control over and responsibility for: (a) financing (b) permitting (c) construction (d) long-term ownership (e) management (f) operation (g) maintenance of capital and community assets (h) completion of development under the Master Plan The applicant has indicated the City of Burlington Patrick Leahy Burlington International Airport will have direct control and responsibility for all of the above elements. (2) Any property proposed for public dedication under each phase of development for consideration by the DRB or under development agreements to be approved by the City Council, including, but not limited to: (a) streets (b) infrastructure (c) facilities (d) civic spaces (e) other open spaces (f) other property proposed for public dedication consistent with the City’s adopted Official Map and Capital Improvement Plan The recreation path is proposed to be a public space but will continue to be owned by the airport. 15.B.04 REVIEW STANDARDS A. Findings. To approve a Master Plan, the DRB must find that: (1) The Master Plan includes all the components required under Article 15.B in sufficient detail to provide the framework and standards for future development under the Plan, unless #MP-24-04 11 specifically waived by the DRB as not applicable to the proposed subdivision or development; Comments on the required submission components are provided above. (2) The overall type, pattern, and planned scale of development, and allocation of land uses, are consistent with these Regulations and other City regulations in effect at the time of application, including Article 15.A.08G Minimum Residential Density, as applicable; Staff considers this criterion met. (3) The proposed Development Plan demonstrates the efficient, coordinated, and integrated development and use of land which: (a) Considers existing topography and physical site constraints; (b) Avoids or minimizes and mitigates the impacts of future development on environmental resources identified for protection, as enumerated in Article 12, and as incorporated into the overall design; (c) Defines an overall pattern of development, including proposed streets and blocks, that is consistent with the zoning district or proposed type of planned unit development and accommodates the required minimum residential density under Article 15.A.08G; Staff considers these three criteria met. (d) Maintains or improves street, pedestrian, and transit connectivity, and contiguous or accessible open space with the adjoining neighborhood, and within and between each phase of development; While only the recreation path explicitly improves connectivity, the remaining phases maintain connectivity. Staff considers this criterion met. (e) Avoids, or minimizes and mitigates the adverse impacts of development on adjacent properties and uses, through the designation of transition areas or buffer areas along the project perimeter; and Staff considers the selected sites for the various phases support compliance wit this criterion. (f) Includes adequate standards specific to each type and phase of development, to include guidance for the functional and aesthetic integration of development with the surrounding neighborhood, and provisions for buffering or screening incompatible land uses; With the exception of the recreation path, Staff considers the location of each project relative to the surrounding neighborhoods reduces the need for integration of the project’s design. Specifically, the concourse expansions are screened by the existing parking garage, while the maintenance building and hangar are located in industrial areas. The recreation path is specifically being proposed as a buffer between the airport uses and the adjoining neighborhood. Staff considers this criterion met. (4) The Buildout Budget sets reasonable development parameters for the entire project and allocated for each phase of development to coordinate with the City’s planning for infrastructure, facilities, and services; Comments on Buildout Budget are provided above. (5) The Phasing Plan and Schedule: (a) are consistent with the City’s adopted Capital Improvement Program; #MP-24-04 12 (b) ensure all phases of development will occur in an orderly fashion; and (c) infrastructure and facility improvements necessary to support each phase of development will be provided concurrently with such development; Comments on phasing schedule are provided above. (6) The Management Plan: (a) defines a management structure for the duration of the Master Plan that supports long- term project viability through project buildout; (b) identifies principals or entities responsible for securing necessary municipal permits and approvals for development under the Master Plan; and (c) clearly identifies proposed ownership and responsibilities for the long-term management, maintenance and operation of capital and community assets, including any proposed dedications of land, facilities and infrastructure to the City. Staff considers these criteria met. 15.B.05 MASTER PLAN EFFECT A. Decision. When granting approval of a Master Plan, the DRB shall make specific findings of which components of the Master Plan are vested, based on the type, level, and detail of information provided in the Master Plan, and the level of review and review processes required for subsequent applications filed under the Master Plan. The DRB may specify in its decision allowed modifications or changes under the Master Plan which require only administrative review and approval by the Administrative Officer. At sketch, the applicant indicated they understood the point of this criterion is to simplify subsequent reviews by effectively “pre-approving” certain aspects of a project, and indicated they would consider requesting elements for vesting as part of this application. No statement as to requested elements for vesting or administrative review and approval has been made by the applicant. RECOMMENDATION Staff recommends that the Board work with the applicant to address the issues identified herein. Respectfully submitted, Marla Keene, Senior Development Review Planner 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com October 24, 2024 Marla Keene, PE Development Review Planner City of South Burlington 180 Market Street South Burlington, VT 05403 Re: Patrick Leahy Burlington International Airport Master Plan Application Dear Marla Keene, We are pleased to submit a Master Plan application for proposed development projects at the Patrick Leahy Burlington International Airport (BTV). Overall vision for and scope of the proposed development: BTV is proposing to develop approximately 21.81 Acres at various locations on the involved property. The overall vision for phase one is as follows: The scope for the NEXT North Concourse Replacement Project include demolishing the existing North Concourse wing, a space of approximately 4,250 square feet, serving Gates 3, 5, 6 and 7. This will allow for a more efficient and flexible gate layout as part of Project NEXT. The existing North Concourse wing will be replaced with the construction of a new 3-level building, with a footprint of 28,000 square feet. The lower level will include mechanical rooms and space to support the movement and storage of ground service equipment. The concourse level of this new building will include improved passenger amenities and seating areas. The upper level will include administrative space for Leahy BTV staff and a public viewing area with an outdoor space. The new building will be constructed adjacent to and connecting the existing passenger walkway between the North garage and the terminal. The existing structure will largely shield the new building from the Airport’s terminal roadway. The parking garages will block the view of this new building entirely from Airport Drive. The goal for the Recreation Path is to create a unified streetscape along the main corridor of the airport, namely along Airport Drive. This path will serve as a buffer and reduction of intensity of uses between the neighborhood and airport. The path will be a multi-use path design with careful and artistic placement. 1 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Land area and properties to be included under each phase of development: Phase 1: NEXT North Concourse Replacement Project (2024) Footprint: 28000 square feet Location: 44.470033, -73.155230 Description: The improvements include demolishing the existing North Concourse wing, a space of approximately 4,250 square feet, serving Gates 3, 5, 6 and 7. This will allow for a more efficient and flexible gate layout as part of Project NEXT. The existing North Concourse wing will be replaced with the construction of a new 3-level building, with a footprint of 28,000 square feet. The lower level will include mechanical rooms and space to support the movement and storage of ground service equipment. The concourse level of this new building will include improved passenger amenities and seating areas. The upper level will include administrative space for Leahy BTV staff and a public viewing area with an outdoor space. The new building will be constructed adjacent to and connecting the existing passenger walkway between the North garage and the terminal. The existing structure will largely shield the new building from the Airport’s terminal roadway. The parking garages will block the view of this new building entirely from Airport Drive. This project will simply improve passenger safety and the passenger experience in the North Concourse. The project will not increase vehicle trips per day in and out of the airport. We have included enplanement data, see '045_Passenger Counts, showing how the annual number of passengers is still below pre-pandemic levels. Furthermore, there will be no new employees and no change in water or wastewater usage. There are no new water or sewer municipal connections, nor are there any new fire hydrants. Currently, the north concourse's geometry needs to be improved to ensure passenger safety. The new geometry will also drastically improve the passenger experience with more open space and connectivity throughout the terminal. Recreation Path (2025) Footprint: 3.95 Acres of path, involving 31.86 Acres of land Location: Airport Drive, Dumont Avenue, Airport Parkway, Kirby Road Description: The goal of this project is to create a unified streetscape along the main corridor of the airport, namely along Airport Drive. This will be achieved through the careful and artistic placement of several cohesive elements: street trees, ornamental fencing, and a variety of other native plants, which will provide color and texture throughout the seasons while also supporting the pollution of pollinators like native bees, wasps, butterflies, and the non-native European honeybee. In addition to the proposed planting of native trees, shrubs and ornamental grasses, native stone walls, signage and sculpture by local artists is envisioned. This project also involves the creation of a meandering Recreation Path through existing trees on the west side of Airport Drive. This will create connectivity to and with existing City walkways, Recreation paths, and Trails, so that the community can have better access for walking, running and biking. This paved path will meander through existing open area and among existing trees and will be punctuated by informal sitting areas composed of local boulders. The intent is to begin the streetscape construction first, beginning from the south end and moving toward the north end of Airport Drive. The Recreation Path would follow the completion of the Streetscape and would begin, again, at the south end of Airport Drive and move toward the north end of the Property as funds become available. 2 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Land area and properties to be included under each phase of development: Phase 1: Figure 1: Phase 1 Locations 3 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Land area and properties to be included under each phase of development: Phase 1: Figure 2: BTV NEXT North Concourse Replacement Project Figure 3: BTV Rec Path 4 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Land area and properties to be included under each phase of development: Phase 2: SRE Building (2025) Footprint: 8.34 Acres Location: 44.478857, -73.168567 Description: The Leahy Burlington International Airport (BTV) Snow Removal Equipment Building (SRE) is a one-story structure of approximately 41,500 sf, located adjacent to Taxiway G in the Northwest corner of the airfield. The building plan consists of two storage wings in a zee-shape configuration, united under a single gable roof. The Western wing is sized to accommodate the larger Multi-Tasking Equipment (MTE) with three bays of two stacked MTEs, with overhead and bi-fold doors at each end for pull-through traffic. The Eastern wing accommodates the remaining fleet of loaders, blowers, and plows in a double-loaded aisle, with overhead doors at the beginning and end, as well as flanking the sides for all pull-through traffic. In the center between these vehicle storage areas is a two-story space to house offices, locker rooms, and mezzanine storage. The zee-shape allows for maximum visibility on the surrounding apron and efficient maneuvering through the building, and the location and site layout are designed to provide maximum access to the runways and taxiways. The primary structure of the SRE project will be a Pre-Engineered Metal Building (PEMB) frame of steel columns, beams, purlins, and girts. The building will be clad with insulated metal panels on the walls above an insulated precast concrete water table wall for enhanced durability at the ground level. Highlighting the envelope will be fiberglass panel clerestory ‘windows’, mounted high on the walls for safety and to bring diffuse natural light deep into the storage area. The sloped roof will also be of insulated metal panels, these with standing seams to lock the panels together and create a weathertight seal. The various materials are planned to be in earthy tones – tans and greens. Featured on the SRE will be angled signs for identification, but also to utilize elements that relate to the other buildings at BTV, including the main terminal. Additional clarifications following the Master Plan Sketch Plan DRB review: In addition to the Snow Removal and Equipment (SRE) building itself, there is a fueling farm, shed for de-icing, large vehicles and emergency service vehicles which require a large turning radius, access to the taxiway from the SRE building, and area within the existing enterprise parking lot that will be repaved and line striped. There will be approximately 8.3 acres of earth disturbance and staging areas during construction. There will be approximately 4.24 acres of involved impervious area (redevelopment and new). We have enclosed a figure that depicts the proposed site plan with more detail (BTV SRE Building Site Plan). 5 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Land area and properties to be included under each phase of development: Phase 2: Figure 4: Phase 2 Location Figure 5: BTV SRE Building 6 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Land area and properties to be included under each phase of development: Phase 3: Cargo Apron Project (2026) Footprint: 3.4 Acres Location: 44.465372, -73.149649 Description: Expand the existing cargo apron approximate 7,400 SY on the west side to accommodate a Boeing 767 cargo aircraft. Relocate the vehicle service road on the east side of Taxiway K to accommodate the apron expansion. Additional clarifications following the Master Plan Sketch Plan DRB review: The earth disturbance and staging areas associated with this project is 3.4 acres, and there is 7,400 square yards (1.53 acres) for redeveloped and new impervious area. There is interest by another aircraft cargo carrier, similar to FedEx, that we potentially need space for. This cargo apron expansion would enable that potential carrier to utilize this space. Furthermore, they would be able to reduce the number of flights per day with smaller aircrafts with the ability to use larger aircraft with increased apron area. We have enclosed a figure that depicts the proposed site plan with more detail (Burlington International Airport Expand Cargo Geometry Plan). Pratt and Whitney Hangar Expansion Footprint: 2.3 Acres Location: 44.464874, -73.145445 Description: This project will involve the expansion of the existing hangar and apron, as well as the relocation of the existing parking lot. South Concourse Footprint: 25,000 square feet Location: 44.467931, -73.154548 Description: This will be a southward extension of the Terminal Integration Project. The architectural elements of the TIP will be used for this extension, without significant adjustment. 7 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Land area and properties to be included under each phase of development: Phase 3: Figure 6: Phase 3 Location 8 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Land area and properties to be included under each phase of development: Phase 3: Figure 7: Cargo Apron Figure 8: Pratt and Whitney Hangar Expansion 9 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Current zoning district designation: The NEXT North Concourse Replacement, South Concourse, Cargo Apron, Pratt and Whitney Hangar Expansion, and SRE Building are in the Airport Uses District (C1-Air). The SRE Building parking lot and driveway is inside the Mixed Industrial and Commercial District. The Recreation Path is located within the Residential 4 District. Proposed Planned Unit Development (PUD) types under Article 15.C as applicable: General PUD No waivers are being requested. The boundaries and area of existing subject property(ies), proposed property lines, continues properties, and lots within the proposed subdivision numbered can be seen on the Overall Master Plan. There are no easements on the property. See the included Overall Master Plan for details. Submission Elements: ●Master Plan Application ●Master Plan Narrative ●Overall Master Plan ●BTV Context Map ●Agricultural Soils Map ●Sand and Gravel Deposits Map ●BTV Topography Maps ●Master Plan Phasing Plans ●BTV NEXT Sketch Plan ●BTV NEXT Site Plan ●BTV NEXT Existing Conditions ●BTV NEXT Architectural Renderings ●BTV NEXT Elevations ●BTV NEXT Phasing Plans ●Rec Path Layout ●Cargo Apron Layout ●SRE Building Layout ●Pratt and Whitney Layout ●Trip Generations ●Viewports for SRE Building, North Terminal Replacements, South Terminal Replacement, Cargo Apron, and the Pratt and Whitney project sites ●BTV Landscaping Budget Tracking ●BTV Bike Parking ●Passenger Counts ●Lot Coverage Calculations ●BTV Natural Resources Map ●Abutters List 10 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Clarifications with the DRB following Sketch Plan Review: ●The Certification of Occupancy for the BTV NEXT Project will be awarded following the completion of construction of the Rec Path. ●We cannot install landscaping items inside of the security fence adjacent to the north concourse, per FAA requirements. We are including plantings on the roof deck as part of the NEXT project. Remaining items will be installed on airport property, to meet the full landscape requirement. We intend to install a recreational path to satisfy this requirement. The recreational path is proposed to begin at the intersection of Airport Road and Airport Drive, and extend toward Dumont Avenue. ●Regarding the BTV NEXT project, the DRB staff recommended the Board confirm the applicant’s intention to change the fence type, as the proposed fence may require additional screening for the purposes of transitioning between dissimilar uses pursuant to the landscaping standards of 13.04. ○Design Team Response: That is correct, the concrete fence will be removed and replaced by the existing building. We are planning to re-route the existing wrought iron fence to tie into the new building. Feel free to contact Larry Lackey, or Jacqueline Dagesse at EIV with any questions regarding this submission, 802-324-5522. Very Respectfully, EIV Technical Services Jacqueline Dagesse, MBA, CPESC President / Environmental Engineer Enclosures: ●Context Report Narrative ●Existing Conditions Report ●Development Plan ●Summary Statistics ●Buildout Analysis and Budget ●Management Plan 11 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Context Report Map and accompanying narrative describing the existing and planned pattern of in the surrounding area, and existing and planned City facilities, services, and infrastructure in the vicinity of the project, including: Existing parcels, and existing and planned streets and blocks, recreation paths, transit routes, buildings, land uses, parks, civic spaces, and other open spaces and community facilities located within ¼-mile of project boundaries: Proposed street, recreation path, transit, infrastructure, and open space connections between existing, planned, and proposed development: The proposed Recreation Path Project will aim to create a unified streetscape along the main corridor of the airport, namely along Airport Drive, but also including Airport Parkway and Dumont Avenue. Hazards, and Level I and Level II Resources regulated under Article 12; Hazards, including wetland areas are located at or beyond the toe of slope surrounding the airport airfield areas including in this Master Plan area. No impacts to these areas are proposed for the projects included. Level 1 resources, including the habitat block overlay district and habitat connector overlay district, are not included in this Master Plan area. Level II resources, such as Floodplain Zone B1, Class III wetlands and buffers, steep slopes and river corridor are either not present or will not be affected by projects proposed in this master plan. Project Tax Parcel ID Project Street Address NEXT North Concourse Replacement 2000-00000 1200 Airport Drive, South Burlington Recreation Path 600-188-18087 (SPAN)Airport Drive, Dumont Avenue, Airport Parkway, Kirby Road SRE Building 2000-00000 and 0020-00700 700 Airport Pkwy, South Burlington South Concourse 2000-00000 1200 Airport Drive, South Burlington Cargo Apron 2000-00000 1200 Airport Drive, South Burlington Pratt and Whitney Hangar Expansion 2000-00000 15 Eagle Drive, South Burlington 12 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Context Report (continued) Prevalent pattern of land subdivision and development in the Planning Area, as defined by block lengths; lot size and front lot line lengths; front, side, and rear setbacks; building height and coverage; civic spaces, and existing parking arrangements; This planning area supports airport uses and is regulated by the Federal Aviation Administration (FAA). The projects being proposed in this Master Plan are focused on improving safety for passengers utilizing the terminal building, increase hangar space at an existing structure location, appropriately sized maintenance building, and increased cargo apron area at a location where this is the current use. The existing parking garage will be used for parking spaces. Streetscape elements, including the placement, orientation, and spacing of buildings along the street, existing and planned sidewalks, and existing or planned landscaping, street furniture, and lighting; Existing sidewalks will be used, and proposed landscaping is focused to the recreational path. Additional lighting may be updated or added as part of these proposed projects. Lighting cut sheets and plansheets will be included as part of each project’s site plan application. Building types and styles, including any prevalent or character-defining architectural features: The North and South Concourse projects will have a similar architectural style so the terminal building has a cohesive facade.The maintenance building will be a Pre-Engineered Metal Building (PEMB) frame. More architectural details are included in the project descriptions by phase earlier in this narrative. The planned character of the area as planned by the City as identified in the City Plan. The airport property is located in the Northeast Quadrant planning area for the City of South Burlington. “The Northeast Quadrant comes into contact with residential neighborhoods in a handful of key places, notably to the west and northeast of the Burlington International Airport. Sufficient transition tools – in the form of lower intensity uses, buffering, or screening – should be provided to foster the continued compatibility of these areas.” 2024 City Plan The proposed recreation path as part of this master plan application aims to lower intensity uses, buffering and screening. Approved, to-be-built or recently built (within ten (10) years) development projects in the Planning Area. Please see the overall master plan layout sheet. 13 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Existing Conditions Report An Existing Conditions Map and narrative that depicts and describes existing conditions on the full project, including: (1) Geography of the parcel, including elevation contours, surface waters, wetlands, and other natural features; (2) Location of Natural resources regulated under Article 12, mapped as specified in Table 12-01; (3) Existing streets, blocks, and utility corridors, including existing rights-of-way; and (4) Existing land uses and structures, including any historic sites or structures listed or eligible for listing on the Vermont State Register of Historic Places. Existing Condition Narrative: The airport property encompasses over 900 acres. The airfield and location of proposed developments included in this master plan are generally flat, with Adams and Windsor loamy sand soils and pebbly marine sand deposits. Steep grading, riparian buffer zones, wetland areas, and fluvial sand deposits are found along the north, south and eastern edges of the Airport’s property where development is not being proposed. Two impaired waterways, Centennial Brook and Potash Brook, are located to the northwest and southwest borders of the airport property, respectively. According to the Chittenden County Regional Planning Commission ECOS Plan, "The success of the airport and other key providers of transportation services... is considered critically important..." Projects included as part of this master plan will drastically improve safety and the passenger experience. The Airport is a regional transit hub, and it is surrounded by the developed core of the City of South Burlington. The project will utilize existing utilities and roads, but will not result in construction of any new roads or utility transmission lines. The existing alert hangar, located at the southern end of the Patrick Leahy Burlington International Airport runway, is eligible for listing on the Vermont State Register of Historic Places. Existing Condition Map: See included grading plan sheets, existing conditions plan sheets, Natural Resource Map and overall master plan layout sheet for Existing Conditions Map details. 14 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Development Plan One or more maps and narrative that depicts and describe the overall pattern, type, and density of development proposed for the entire project, and for each phase of development, to include: ●Any designated Civic Spaces or Site Amenities Existing open space areas will have a recreation path constructed to serve as a buffer and reduction of intensity of uses between the neighborhood and airport. The recreation path design will be a multi-use path with careful and artistic placement. ●Any land area to be set aside for renewable energy production None ●Proposed street network, including location of streets by Street Type and any existing or proposed rights-of way, easements, or intersections; The phases of development will be connected via Airport Pkwy, Dumont Ave, Airport Dr, Williston Rd, Aviation Ave, and Eagle Dr. ●Proposed recreation paths, transit routes, infrastructure, and utility corridors between and serving each phase of development The Rec Path project involves the creation of a meandering Recreation Path through existing trees on the west side of Airport Drive. This will create connectivity to and with existing City walkways, Recreation paths, and Trails, so that the community can have better access for walking, running and biking. This paved path will meander through existing open area and among existing trees and will be punctuated by informal sitting areas composed of local boulders. ●One or more designated Development Areas including designated residential areas, nonresidential areas, mixed use areas, civic space areas by Type under Article 11.B, and principal or shared parking areas; The development area is for airport uses. These uses will continue to be supported by the existing parking garage. ●Any proposed transition areas; The NEXT North Concourse Replacement, South Concourse, and Cargo Apron projects will be contained within the airfield perimeter, with the security fence as a buffer around the project perimeter. The Recreational Path will serve as a buffer between neighborhood and more intense airport uses. ●Existing buildings to be incorporated in proposed development or redevelopment; North concourse and south concourse areas of the existing terminal building will reconstructed to improve safety and the passenger experience. The existing Pratty & Whitney hangar building will be expanded. 15 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Development Plan (Continued) One or more maps and narrative that depicts and describe the overall pattern, type, and density of development proposed for the entire project, and for each phase of development, to include: . ●Typical building lot dimensions and configurations consistent with applicable subdivision and zoning district regulations, or PUD type, and for designated transition areas as necessary to complement or match the adjoining pattern of development; The Master Plan includes parcels owned by the airport, but excludes military operations and Beta’s Master Plan area. ●Typical building types, as applicable and referenced under Article 11.C; The buildings will be used for airport uses only. ●Any land, facilities, or improvements proposed for public dedication, consistent with the City’s adopted Official Map. Not applicable. 16 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Summary Statistics The following project statistics or metrics must be provided for the entire project area and for each phase of development, unless waived by the DRB as not relevant or applicable to a particular project: ●Total lot area, and the area associated with each phase of development, in acres; for protection under Article 12 by resource level (Hazard, Level I, Level II); and the area, in acres, of any designated Conservation Area(s) or lots; ●Total area, in acres and square feet, included in existing and planned street rights-of-way; the number and length in feet of proposed streets by Street Type, and the number of street intersections; Not applicable ●Total number of existing and planned blocks; and the block perimeter and average block length for each block, in feet; Not applicable ●Number of proposed dwelling units by housing or building type within each designated Development Area; There are no proposed dwelling units as part of this Master Plan. ●Other statistics or data required by the DRB as necessary to determine conformance with relevant standards under these Regulations. None Parcel ID Parcel Area (Acres) Projects Project Area (Acres) 2000-00000 796 NEXT North Concourse Replacement South Concourse Cargo Apron Pratt and Whitney Hangar Expansion SRE Building 12.52 0020-00700 2.42 SRE Building 5.61 600-188-18087 (SPAN)60.6 Recreation Path 31.86 17 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Summary Statistics ●Total Buildable Area, in acres and square feet; See layout below. 18 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Summary Statistics ●Total Buildable Area, in acres and square feet; Area of Each Phase Area of Phase (Acres) Buildable Area within Phase (Acres) Type & Area of each Natural Resource within Phase (Acres) Project Area (Acres) Phase 1: North Concourse Replacement Project, Recreation Path 78.72 acres 78.72 acres No wetlands No floodplains or floodways No river corridors or very steep slopes No habitat blocks or habitat connector. 32.5 acres Phase 2: SRE Building 11.28 acres 11.28 acres 8.34 acres Phase 3: Cargo Apron, Pratt & Whitney Hangar Expansion, South Concourse 56.27 acres 56.27 acres 6.27 acres Total Lot Area 146.27 acres 146.27 acres 19 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Buildout Analysis and Budget Based on the statistics provided, the applicant must also provide an analysis for each of the following as allocated for each phase of development, for use in determining the project’s total “Buildout Budget”: ●Acreage allocations by land use or building type, as percentages of the Buildable Area within designated Development Areas; Total Buildable Area = 146.27 Acres ●Total dwelling units; 0. There are no dwelling units being proposed as part of this project. ●Minimum percentage, and area in square feet, of required civic space(s) within designated Development Areas; Existing open space areas will have a recreation path constructed to serve as a buffer and reduction of intensity of uses between the neighborhood and airport. The recreation path design will be a multi-use path with careful and artistic placement. The recreation path will involve 31.86 acres, or 21.78% of the total buildable area. Phase Project Building Type Acreage Percent of Buildable Area I NEXT North Concourse Concourse building and apron 0.64 0.43% Rec Path Civic Space 31.86 21.78% II SRE Building 8.34 5.70 % III Cargo Apron Vehicle service road, cargo apron 3.4 2.32% Pratt and Whitney Hangar Expansion Expansion of the existing hangar and apron. Relocation of existing parking lot. 2.3 1.57 % South Concourse Terminal Building 0.57 0.38% 20 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Buildout Analysis and Budget Based on the statistics provided, the applicant must also provide an analysis for each of the following as allocated for each phase of development, for use in determining the project’s total “Buildout Budget”: ●Maximum peak hour vehicle trip generation rates, by commercial, residential, industrial, or other use type; Proposed additional trips: The SRE building will generate 42 additional trips per day. The Pratt and Whitney Hangar Expansion will generate an additional 12 trips per day. The NEXT Concourse and South Concourse projects will generate no additional trips. There is no trip generation for the recreational path or the cargo apron. ●Maximum water supply and wastewater system demand, by commercial, residential, industrial, or other use type; For the NEXT Concourse and South Concourse projects, there are no changes to the number of enplanements and no increase in employees, therefore no change in water or wastewater usage. There are no new water or sewer municipal connections, nor are there any new fire hydrants. We are working with the City of South Burlington’s Public Works Department to ensure that required and adequate water and wastewater allocations are in place. Water/wastewater allocations for the Pratt & Whitney Hangar are estimated to result in an increase of 6 employees, at 15 gpd per employee, therefore an increase in 90 gpd. The total demand for the Pratt and Whitney project, after completion of the expansion, will be 570 gpd (assuming 38 employees and 15 gpd per employee). There will be 21 employees at the SRE building, requiring 315 gpd for water/wastewater allocation. There will be no water or wastewater allocations required for the recreational path or cargo apron projects. 21 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Buildout Analysis and Budget Based on the statistics provided, the applicant must also provide an analysis for each of the following as allocated for each phase of development, for use in determining the project’s total “Buildout Budget”: ●Maximum total impervious surface (percentage, total square footage), and volume of stormwater runoff per designated Development Area; and There is a total of 336.74 Acres impervious for all of BTV. There are 7.521 Acres of new impervious proposed from the Master Plan projects. Please see the impervious lot tracking spreadsheet for breakdown. ●Other measures or parameters required by the DRB as necessary to identify and limit the forecasted impacts of development on municipal facilities, infrastructure and services, and properties and uses within the vicinity of the project. None Project Runoff Volume (25-Year Storm) Cargo Apron 18,344 cf North Concourse Replacement 8,001 cf Pratt & Whitney Hangar Expansion 21,877 cf Recreation Path 9,658 cf South Concourse 7,721 cf SRE Building 47,816 cf Total Runoff Area 113,417 cubic feet 22 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Management Plan A narrative description of the proposed management structure responsible for project development including: All principals or entities with direct control over and responsibility for: (a) financing (b) permitting (c) construction (d) long-term ownership (e) management (f) operation (g) maintenance of capital and community assets (h) completion of development under the Master Plan The City of Burlington Patrick Leahy Burlington International airport will have direct control over and responsibility for financing, permitting, construction, long-term ownership, management, operation, maintenance of capital and community assets, and the completion of development under the Master Plan. Any property proposed for public dedication under each phase of development for consideration by the DRB or under development agreements to be approved by the City Council, including, but not limited to: (a) streets (b) infrastructure (c) facilities (d) civic spaces (e) other open spaces (f) other property proposed for public dedication consistent with the City’s adopted Official Map and Capital Improvement Plan The recreational path will be a public space. 23 Jacobs Engineering Group Inc. Jacobs Engineering Group Inc. 2 Executive Park Drive, Suite 205 Bedford, NH 03110 United States T +1.603.666.7181 www.jacobs.com October 3, 2024 Ms. Marla Keene, P.E. Development Review Planner City of South Burlington Planning and Zoning Department 180 Market Street South Burlington, VT 05403 RE: Passenger Trip Generation Project NexT – North Terminal Improvements Patrick Leahy Burlington International Airport (BTV) Dear Ms. Keene: The purpose of this letter is to present information relating to vehicle trips to and from Patrick Leahy Burlington International Airport (BTV), and explain why the BTV NexT project will not result in a measurable increase in daily or peak-hour trips in the vicinity of the Airport. This project will improve passenger safety and the passenger experience by replacing the existing North Concourse. The highest passenger capacity at BTV typically occurs on weekdays between 4:30 and 6:00 AM. This initial rush of departing aircraft at the North terminal includes Gates 1, 3, 4, 5, 6, 7, and 8. Based on the current North terminal configuration and the existing space available at the North gates, the aircraft used are typically small- to mid-sized regional jets, with capacities ranging from 50-100 passengers. Despite these smaller aircraft, the North terminal is often overwhelmed if weather or other issues cause delays. In recent years, the collective airline industry has changed its operational strategy to service small hub airports (such as BTV) with larger “mainline” aircraft (Boeing 737, Airbus A320/321), but fewer daily flights. The reasons for this are related to an ongoing pilot shortage, fuel efficiency, and other factors. Therefore, the primary goal of BTV NexT is to enplane an equivalent number of passengers using fewer aircraft, while providing additional terminal space for the travelling public. The changing trends in the airline industry will be addressed by the BTV NexT project. The new terminal will replace Gates 1, 3, 4, 5, 6, and 7 with four new Gates that can accommodate the mainline aircraft. This reduction in gates will meet the industry trend of larger aircraft and fewer flights. This project is not expected to have a measurable impact on the number of passengers arriving or departing BTV, thus no change is expected in vehicle trips on the roadway network around the Airport. Based on the current BTV Master Plan, which was approved by FAA in 2022, the average annual growth forecast is 0.8%. This growth rate puts BTV on pace for approximately 750,000 annul enplanements in 2038, which matches BTV’s peak enplanement year of 2009. Note that enplanements have dipped since 2009 and were significantly affected by Date: 3 October 2024 Jacobs Engineering Group Inc. 2 the COVID-19 pandemic. It is expected that BTV will return to pre-pandemic passenger enplanements this year. The Chittenden County Regional Planning Commission (CCRPC) conducted traffic counts on Airport Drive in June and July 2023. These counts were conducted north of the Airport exit, and south of the Airport entrance. The 2-way traffic count data for 2023 is summarized below. Date Location 2023 AADT (2-Way) Peak Hour Volume Begin: 6/20/2023 End: 6/25/2023 Airport Drive, North of Airport Exit CCRPC LocID: D333 6,615 AM: 531 (9:00 – 10:00 Avg.) PM: 622 (2:30 – 3:30 Avg.) Begin: 7/1/2023 End: 7/6/2023 Airport Drive, South of Airport Entrance CCRPC LocID: D218 7,590 AM: 605 (9:00 – 10:00 Avg.) PM: 732 (1:30 – 2:30 Avg.) As demonstrated above, the CCRPC data indicates a maximum Average Annual Daily Traffic (AADT) of 7,590 vehicle trips per day on Airport Drive, which is classified as a Minor Arterial roadway. The existing peak hour volumes on Airport Drive do not align with the peak passenger arrival or departure times at BTV. Additionally, 2019 traffic count conducted by CCRPC at LocID D218 showed a maximum AADT for 9,123 vehicles, which is 20% higher than the 2023 volumes. In summary, the BTV Next Project is intended to address a rapidly changing industry, while improving the passenger experience and safety. It will not result in significant differences to the passenger enplanement forecasts that have been previously developed. Therefore, the BTV Next project is not expected to affect AADT or peak-hour vehicle counts on roadways surrounding the Airport. Thank you for the opportunity to provide additional background on the expected impacts of BTV NexT. Should you have any questions, please do not hesitate to contact me or Larry Lackey at the Airport. Yours sincerely, Stu Moncrieff, P.E. Project Manager (603) 496-9267 stu.moncrieff@jacobs.com 242 West Main Street, Suite 100 Rochester, NY 14614 585.325.1000 | passero.com July 18, 2024 Attn: Nic Longo // Director of Aviation Patrick Leahy Burlington International Airport (BTV) 1200 Airport Drive South Burlington, VT 05403 Re: BTV SRE Building South Burlington, VT Trip Generation Assessment Passero Project No: 20150403.016A Dear Mr. Longo: The purpose of this technical letter is to provide an assessment of traffic generation, trip distribution, and trip assignment concerning the proposed project for informational purposes and to understand the possible resulting impacts. This study was completed in accordance with the procedures of the Vermont Agency of Transportation (VTrans), Institute of Transportation Engineers (ITE), and local requirements. It is noted that VTrans assumes that a project generating fewer than 75 peak hour vehicle trips per day is unlikely to result in any significant increases in traffic and associated traffic impacts. 1. PROJECT DESCRIPTION The proposed snow removal equipment (SRE) project will be located along Airport Parkway at the westerly end of the airport near Runway 15. The project consists of the following: • Proposed Land Use: 43,750 SF building to house snow removal equipment with a staff load of 21 reporting employees operating in shifts. The typical shift will be from 7:00 AM to 4:00 PM. There is a separate shift during wintertime conditions and the need for full snow response crews. This occurs from 7:00 AM to 7:00 PM (nine employees) and from 7:00 PM to 7:00 AM (11 employees). • Site Status: The frontage property is occupied by an existing user. The proposed building will be located further north and behind the existing development. • Access: Access to the site will be provided via the existing driveway serving the existing structure at 700 Airport Parkway. • Site Context: Generally surrounded by Patrick Leahy Burlington International Airport and Airport Parkway. • Vicinity Land Uses: Aviation, residential, light industrial, service, and office within one half mile. 2. TRANSPORTATION SYSTEM Table 1 identifies the existing roadway condition for Airport Parkway. The Annual Average Daily Traffic (AADTs), in vehicles per day (vpd), reflect the most recently collected data obtained from VTrans. Functional classification (FC) of roadways is determined by VTrans and the Federal Highway Administration (FHWA). Both VTrans and the FHWA groups roads, streets, and highways into different classes based on how they are used. This is called functional classification. Roads and streets do not work alone to move traffic. Instead, they form a network. Functional classification defines how each road or street fits into this network, how it provides access to nearby properties, and whether it is in an urban or rural area. Airport Parkway is functionally classified as an Urban Minor Arterial (Class U4) by VTrans. SRE Building at BTV, South Burlington, VT Trip Generation and Distribution Assessment Project No: 20150403.016A July 18, 2024 Page 2 of 3 Table 1: Existing Roadway Conditions Roadway FC Agency Speed (mph) Lanes per Direction Lane Width (feet) Shoulder Width (feet) AADT Volume Source Year Airport Parkway U4 Town 35 1 10 5 6,679 VTrans 2023 3. TRIP GENERATION The volume of traffic generated by a site is dependent on the intended land use and size of the development. Trip generation is an estimate of the number of trips generated by a specific building or land use. These trips represent the volume of traffic entering and exiting the development. The latest Trip Generation Manual 11th Edition published by the Institute of Transportation Engineers (ITE) is the industry standard and is used as a reference for this information. The trip rate for the peak hour of the generator may or may not coincide in time or volume with the trip rate for the peak hour of adjacent street traffic. Volumes generated during the peak hour of the adjacent street traffic, adjacent existing land uses, and the proposed project—in this case the weekday commuter AM (6:00 to 9:00 AM) and PM (3:00 to 6:00 PM) peak periods—represent a more critical volume when analyzing the capacity of the system; those intervals will provide the basis of this analysis. According to the ITE, the following sources of data are recommended for use when determining trip generation for proposed land uses. • Utilize ITE data. • Utilize consultant or developer data for use in specific development applications. • If existing data is very limited, check for the availability of local trip generation rates for comparable uses. • If local trip data for similar developments are not available, and time and funding permit, conduct trip generation studies at sites with characteristics like those of the proposed development. This letter developed trip generation using information provided by the client regarding staff loads and area of residence for trip assignment purposes. Table 2 shows the anticipated trip generation. The peak hours are generally 6:00 to 7:00 AM and 4:00 to 5:00 PM. Table 2: Site Generated Trips Description Size AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Proposed SRE Building – Typical Operations 12 employees 12 0 12 0 12 12 Proposed SRE Building – Snow Crew (Shift 1) 9 employees 9 0 9 0 9 9 Proposed SRE Building – Snow Crew (Shift 2) 11 employees 0 11 11 11 0 11 Shift 1 = 7:00 AM to 7:00 PM. Shift 2 = 7:00 PM to 7:00 AM. Under typical conditions, the SRE building is anticipated to produce 12 total vehicle trips during the weekday AM peak hour and 12 total vehicle trips during the weekday PM peak hour comprising both entering and exiting trips. Under full snow crew conditions, the site is anticipated to generate 21 total vehicle trips during the AM peak hour and 21 total vehicle trips during the PM peak hour. SRE Building at BTV, South Burlington, VT Trip Generation and Distribution Assessment Project No: 20150403.016A July 18, 2024 Page 3 of 3 4. TRIP DISTRIBUTION AND TRIP ASSIGNMENT The cumulative effect of site generated traffic on the transportation network is dependent on the origins and destinations of that traffic and the location of the driveways serving the site. The proposed arrival and departure distribution of traffic generated by the proposed project is considered a function of several parameters, including: • Information related to general residential areas of employees provided by the client. • Access to main roadways, such as I-89, VT-15, and US-2. • Site access location along Airport Parkway. Based on the parameters listed, traffic from the project site was distributed: • North: 42% • South: 58% The trip assignment under typical conditions for both entering and exiting traffic along Airport Parkway is: • North: 5 trips (AM peak hour) • South: 7 trips (PM peak hour) The trip assignment under snow conditions for both entering and exiting traffic along Airport Parkway is: • North: 9 trips (AM peak hour) • South: 11 trips (PM peak hour) 5. THRESHOLDS FOR THE REQUIREMENT OF A TRAFFIC IMPACT REPORT VTrans uses a guideline in determining whether a project warrants the preparation of a Traffic Impact Report. The applicable guideline is that if a proposed project is projected to generate 75 or more peak hour vehicle trips during a peak study period, then a full study should be prepared to evaluate the potential traffic impacts. Based upon the trip generation estimates and resulting traffic assignments, the proposed project does not warrant preparation of a full Traffic Impact Report. 6. CONCLUSIONS AND RECOMMENDATIONS Considering the project’s size, trip generation estimates during peak hours, anticipated traffic assignments, and traffic study thresholds, a full Traffic Impact Report is not warranted. The proposed project is unlikely to create a significant adverse impact of traffic operations in the immediate study area. Please feel free to contact me directly with any questions. Sincerely, David Kruse, AICP, PTP Senior Transportation Planner dkruse@passero.com • 585-505-6012 16 1/8" 6" MOUNT SURFACE FLANGE LAG BOLT* PER MANUFACTURER'S RECOMMENDATIONS * DIAMETER, LENGTH & MATERIAL 19 3/8" (+/-1/2") (+/-1/2") 34" 18" (+/-1/2") END VIEW SURFACE FLANGE MOUNT DETAIL RADIUS HOLE TYP. 2 EACH 9/16" NOT TO SCALE 2'-6"2'-6" BICYCLE RACK DETAIL 2'-6" (MIN.) 2" CAPACITY EACH) (2 BIKE BICYCLE RACK PORTLAND CEMENT CONCRETE SIDEWALK, 8 INCH MOUNT DETAIL BELOW SEE SURFACE FLANGE (MIN.) 2" WA L L N V T ST A T E P LA N E G R ID False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 Project No.Scale Revision Drawing No.Sheet Title Client/Project Client/Project Logo Permit/Seal Issued Revision Notes Consultant Copyright Reserved By Appd YYYY.MM.DD By Appd YYYY.MM.DD Dsgn.Chkd.YYYY.MM.DDDwn. use for any purpose other than that authorized by Stantec is forbidden. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or - any errors or omissions shall be reported to Stantec without delay. The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing of ORIGINAL SHEET - ARCH D Stantec Street Address City, Province/State, Postal/Zip Code +1.555.555.1234 A B C D 1 2 3 4 5 2019.03.15 CONSTRUCTION NOT FOR PRELIMINARY BURLINGTON INTERNATIONAL AIRPORT SOUTH BURLINGTON,VT Tel: www.stantec.com BIKE PARKINGFile Name: ---- v:\ 1953\ a c tive \ 19 5311193\ tra n sp orta tio n\ dra w ing \ b ike p a rking 195311193/195311636 1"=5' BTV QTA RENTAL CAR FACILITY AND BTV HOTEL LOCATION #1 PARKING GARAGE, GROUND LEVEL BIKE PARKING PLAN INSIDE SIDE VIEW ELECTRICAL PANELS AREA REQUIRED TO ACCESS BIKE REPAIR STATION LOCKER FOR HOTEL) LOCATION #2 FOR ADDITIONAL BIKE HOTEL (4 BIKE CAPACITY, SEE PURPLE: TWO BIKE LOCKERS FOR PARKING SPOTS REMOVE 6 EXISTING FOR QTA (4 BIKE CAPACITY) GREEN: TWO BIKE RACKS CAPACITY) GREEN: ONE BIKE LOCKER FOR QTA(2 BIKE ADDTIONAL BIKE RACKS FOR HOTEL) BIKE CAPACITY, SEE LOCATION #2 FOR PURPLE: TWO BIKE RACKS FOR HOTEL (4 MAIN ENTRANCE TO GARAGE N/A*417,000 SFEXISTING FAA BUILDING N/A*32610,000 SFEXISTING TERMINAL 61260,000 SFBTV HOTEL 248,000 SFQTA RENTAL CAR FACILITY SPOTSSPOTSBUILDING AREA LONG TERMSHORT TERMAPPROXIMATEBUILDING DESCRIPTION *LONG TERM PARKING SPOTS ARE NOT REQUIRED FOR EXISTING BUILDINGS LONG TERM: 50% OF SHORT TERM SPOTS SHORT TERM: 1 SPOT PER 5,000 SF (MIN. 4) CITY OF SOUTH BURLINGTON BIKE PARKING REQUIREMENTS BIKE CAPACITY) TERMINAL AND FAA BUILDING (36 ORANGE: EIGHTEEN BIKE RACKS FOR SURFACE MOUNT BOLLARDS BIKE PARKING LOCATION #1 AREAS. GUIDE USERS TO BIKE PARKING BTV WILL INSTALL SIGNAGE TO 4. BIKE REAPAIR STATION. RACKS, BIKE LOCKERS AND THE RECOMMENDATIONS FOR BIKE THE MANUFACTURES DEVELOPMENT REGULATIONS AND CITY OF SOUTH BURLINGTON LAND MAINTAIN ALL CLEARANCES PER 3. INFORMATION. LOCATION MAP FOR ADDITIONAL SEE DESIGN CRITERIA AND 2. REPAIR STATION. BIKE LOCKER, BOLLARD AND BIKE COLOR AND MODEL OF BIKE RACK, WITH BTV TO DETERMINE STYLE, CONTRACTOR SHALL COORDINATE 1. N V T ST A T E P LA N E G R ID False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 Project No.Scale Revision Drawing No.Sheet Title Client/Project Client/Project Logo Permit/Seal Issued Revision Notes Consultant Copyright Reserved By Appd YYYY.MM.DD By Appd YYYY.MM.DD Dsgn.Chkd.YYYY.MM.DDDwn. use for any purpose other than that authorized by Stantec is forbidden. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or - any errors or omissions shall be reported to Stantec without delay. The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing of ORIGINAL SHEET - ARCH D Stantec Street Address City, Province/State, Postal/Zip Code +1.555.555.1234 A 1 2 3 4 5 2019.03.15 CONSTRUCTION NOT FOR PRELIMINARY BURLINGTON INTERNATIONAL AIRPORT SOUTH BURLINGTON,VT Tel: www.stantec.com 195311193/195311636 1"=5' BTV QTA RENTAL CAR FACILITY AND BTV HOTEL LOCATION #2 PARKING GARAGE, GROUND LEVEL BIKE PARKING PLAN INSIDE BIKE PARKING - HOTELFile Name: ---- v:\ 1953\ a c tive \ 19 5311193\ tra n sp orta tio n\ dra w ing \ b ike p a rking - ho te l TICKET MACHINE VAN LOCKERS FOR HOTEL) LOCATION #1 FOR ADDITIONAL BIKE HOTEL (2 BIKE CAPACITY, SEE PURPLE: ONE BIKE LOCKER FOR FOR HOTEL) #1 FOR ADDITIONAL BIKE RACKS (8 BIKE CAPACITY, SEE LOCATION PURPLE: 4 BIKE RACKS FOR HOTEL TO HOTEL FUTURE SIDEWALK TOWER EXISTING STAIR HOTEL PROPOSED ENTRANCE ENTRANCE/FUTURE HOTEL EXISITNG SHORT TERM AREAS. GUIDE USERS TO BIKE PARKING BTV WILL INSTALL SIGNAGE TO 4. BIKE REAPAIR STATION. RACKS, BIKE LOCKERS AND THE RECOMMENDATIONS FOR BIKE THE MANUFACTURES DEVELOPMENT REGULATIONS AND CITY OF SOUTH BURLINGTON LAND MAINTAIN ALL CLEARANCES PER 3. ADDITIONAL INFORMATION. SEE LOCATION MAP FOR 2. REPAIR STATION. BIKE LOCKER, BOLLARD AND BIKE COLOR AND MODEL OF BIKE RACK, WITH BTV TO DETERMINE STYLE, CONTRACTOR SHALL COORDINATE 1. BIKE PARKING LOCATION #2 ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM BT V M A S T E R P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-Master Plan Exhbits.dwg [BTV MASTER PLAN EXHIBIT] October 10, 2024 - 3:54pm [FLOODJ] EXHIBIT SB B SB B SA M SA M CO N T E X T M A P Map created using ANR GIS mapping techology. 25,902 1,315.8 Agricultural Soils Map Vermont Agency of Natural Resources 19,621 © Vermont Agency of Natural Resources 997.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Meters997.00 NOTES LE G E N D 498.00 vermont.gov DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. September 27, 2024 THIS MAP IS NOT TO BE USED FOR NAVIGATION 1" = 1635 1cm = 196Ft.Meters Soils - Primary Agricultural Local Local (b) Not rated Prime Prime (b) Prime (f) Statewide Statewide (a) Statewide (b) Statewide (c) Parcels (standardized) Map created using ANR GIS mapping techology. 25,902 1,315.8 Sand and Gravel Deposit Map Vermont Agency of Natural Resources 19,621 © Vermont Agency of Natural Resources 997.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Meters997.00 NOTES LE G E N D 498.00 vermont.gov DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. September 27, 2024 THIS MAP IS NOT TO BE USED FOR NAVIGATION 1" = 1635 1cm = 196Ft.Meters Sand and Gravel Deposits Sand Sand and Gravel Parcels (standardized) Roads Interstate US Highway; 1 State Highway Town Highway (Class 1) Town Highway (Class 2,3) Town Highway (Class 4) State Forest Trail National Forest Trail 25,714 1,306.3 Leahy BTV Vermont Agency of Natural Resources 19,478 © Vermont Agency of Natural Resources 990.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Meters990.00 NOTES Map created using ANR's Natural Resources Atlas LEGEND 495.00 vermont.gov DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. September 19, 2024 THIS MAP IS NOT TO BE USED FOR NAVIGATION 1" = 1623 1cm = 195Ft.Meters Rare Threatened and Endangered Spe RTE Animal RTE Plant Significant Natural Communities 303(d) List of Impaired Streams and R Wetland - VSWI Class 1 Wetland Class 2 Wetland Wetland Buffer Wetlands Advisory Layer DFIRM Floodways Flood Hazard Areas (Only FEMA-digiti AE (1-percent annual chance floodplains with A (1-percent annual chance floodplains withou AO (1-percent annual chance zone of shallow feet) 0.2-percent annual chance flood hazard zone River Corridor Easement Parcels (standardized) Roads Interstate US Highway; 1 State Highway Town Highway (Class 1) Town Highway (Class 2,3) Town Highway (Class 4) State Forest Trail National Forest Trail Legal Trail Private Road/Driveway Proposed Roads Town Boundary COPYRIGHT 2024c c o n s u l t i n g e n i n g e e r s, p l l c M PO Box 65067 l Burlington VT l 05406 802-598-8081 l www.ccevt.com A OUTAN TC 2 ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM BT V M A S T E R P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-Master Plan Exhbits.dwg [NEXT CONCEPT MAP] October 15, 2024 - 8:56am [FLOODJ] EXHIBIT SB B SB B SA M SA M NE X T C O N C E P T M A P ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM BT V M A S T E R P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-Master Plan Exhbits.dwg [REC PATH CONCEPT MAP] October 11, 2024 - 3:31pm [FLOODJ] EXHIBIT SB B SB B SA M SA M RE C P A T H C O N C E P T M A P ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM BT V M A S T E R P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-Master Plan Exhbits.dwg [SRE BUILDING CONCEPT MAP] October 15, 2024 - 8:53am [FLOODJ] EXHIBIT SB B SB B SA M SA M SR E B U I L D I N G C O N C E P T M A P ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM BT V M A S T E R P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-Master Plan Exhbits.dwg [CARGO APRON CONCEPT MAP] October 15, 2024 - 9:02am [FLOODJ] EXHIBIT SB B SB B SA M SA M CA R G O A P R O N C O N C E P T M A P ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM BT V M A S T E R P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-Master Plan Exhbits.dwg [SOUTH CONCOURSE CONCEPT MAP] October 15, 2024 - 8:58am [FLOODJ] EXHIBIT SB B SB B SA M SA M SO U T H C O N C O U R S E CO N C E P T M A P ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM BT V M A S T E R P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-Master Plan Exhbits.dwg [PRATT AND WHITNEY CONCEPT MAP] October 11, 2024 - 3:26pm [FLOODJ] EXHIBIT SB B SB B SA M SA M PR A T T A N D W H I T N E Y CO N C E P T M A P F BB B B B B B BB B B B B B B B B B BB B B B B B B B B B B B B B B B B ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 707 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM 3/6/2023 7:58:16 AM Autodesk Docs://US VT_E2X81910_Burlington International Airport_BTV North Addition/E2X81910_BTV_ARCH_r23.rvt 23.391501 NO R T H T E R M I N A L E X P A N S I O N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 0 06 / 2 5 / 2 4 IS S U E D F O R C O N S T R U C T I O N SL S NE G C1.101 De s i g n e r Au t h o r Ch e c k e r Ap p r o v e r SI T E A C C E S S A N D S T A G I N G PL A N 6-24-2024 S2.009.0/3.0'X2. 0 ' G R A T ETG 328.0712"INV 323.818"INV IN 320.718"INV OUT 32 0 . 6BOT 317.6/4'D I A S2.003TG 320.3012"INV 315.018"INV OUT 314.4BOT 313.4 TG 314.6618"INV 309.624"INV W 309.324"INV E 308.8 BOT 308.1 S2.005TG 332.3812"INV IN 326.912"INV OUT 32 7 . 0 BOT 323.8 S2.007.0TG 329.59BOT 321.9 S2.008.0RIM 329.7018"INV 320.024"INV 319.936"INV 319.2BOT 318.5 S2.012.3.6TG 330.25INV 325.1BOT 321.9 S2.026TG 330.216"INV 326.824"INV N 317.524"INV S 317. 4 BOT 315.5 S2.026ATG 330.9110"INV W 327.36"INV 327.210"INV E 326.6BOT 324.1 TG 330.546"INVS 327.9BOT 325.4 APPROX INV 30 6 . 7 S2.002TG 322.0818"INV IN 313.718"INV OUT 3 1 3 . 0BOT 312.1 S2.004TG 331.6812"INVS 326.6BOT 323.3 TG 317.50INV 311.0BOT 309.8 S2.006.1RIM 332.9736"INV N 319.136"INV W 319.3BOT 318.6 S2.006.2RIM 332.6024"INVS 320.036"INVS 319.4BOT 319.2 S2.007.1RIM 331.9736"INVS 319.3 BOT 318.5 S2.027.0TG 328.3724"INV N 320.424"INV S 317.3INV W-NO ACCES SBOT 315.8 S2.012.3.6TG 328.7424"INV S 324.124"INV N 324.0BOT 319.9 S2.025.0TG 328.9424"INV N 317.524"INV S 320.6BOT 314.6 S2.022.0TG 319.7724"INV N 313.624"INV E 313.1BOT 312.1 TG 328.24INV 324.1BOT 324.0 S2.009.1TG 330.72INVS 325.1 18 " P V C 10"C P E P 15 " C M P 24 " P V C 12 " P V C 36 " C P E P 36 " C P E P 18 " C P E P 12 " C P E P 12"PVC 18" C P E P 24"PVC 18 " C P E P 36 " C P E P 18 " P V C 36 " C P E P 24"CM P FES INV 300.87 S2.006.0RIM 332.5612"INV 326.736"INVS 319.2BOT 318.7 S2.008.1RIM 331.9124"INV 319.736"INV 319.0BOT 318.6 36 " C P E P 15"RCP 24 " P V C 24 " R C P 6" P V C 10"CM P 10"RCP6"CMP6"CMP 24 " R C P 24 " R C P S2.024.0TG 330.1924"INV N 319.624"INV S 320.1BOT 316.9 S2.023.0TG 320.1224"INV N 316. 024"INV S 315.5BOT 314.5 24 " R C P 24" C M P 24"CMP BREAK IN PIPEINV 322.51 10"CPEP, APPROX. D I R E C T I O N TG 330.2212"INV 326.6BOT 325.3 12"CMP 462.00' 12 1 . 5 0 ' Ho y l e T a n n e r & A s s o c i a t e s © 2 0 2 3 15 0 D o w S t re e t Ma n c h e s t e r , N H 0 3 1 0 1 - 1 2 2 7 (6 0 3 ) 6 6 9 - 5 5 5 5 ww w . h o y l e t a n n e r . c o m HTA 12/20/2023 12:15:53 PM - H:\1_PROJECTS\0377 BTV\23.037701.00 BTV Cargo Apron\2-CADD\0-Contract\GE1.1 - Geometry Plan.dwg PR O J E C T D E S I G N E R ENGINEER'S SEAL M H M H M H D M H D M H DM H 1.13'DIA FAA CONTROL W W 8" A . C . W a t e r l i n e 24 " D . I . W a t e r l i n e W W W W W W 8" A . C . W a t e r l i n e 24 " D . I . W a t e r l i n e 24 " D . I . W a t e r l i n e 8" A . C . W a t e r l i n e C a b l e C a b l e NE T T 1 8 G M P 2 2 Cable Cable C a b l e Cable C a b l e Cable Ca b l e SM H IRF SM H SM H 50 + 0 0 50 + 0 0 51 + 0 0 52+00 53 + 0 0 54 + 0 0 31 9 ' 314' 307' 30 7 ' 3 0 6 ' 306' 304 ' 304 ' 304 ' 30 4 ' 30 4 ' 30 3 ' 303' 30 3 ' 302 ' 302' 30 2 ' 30 2 ' 301 ' 301 ' 296 ' T E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T EE E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E T T E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E 7"MAPLE FAA CONTROL 4"MAPLE G/15-33 12"SPRUCE 19"OAK 20"OAK SL35 13"MAPLE 15"MAPLE 7"APPLE 14"SPRUCE 16"APPLE 15"MAPLE 6"OAK 6"OAK 12"APPLE 15"MAPLE 12"APPLE MB700 12"APPLE 5"MAPLE(2) SL35 A/C 4"OAK 78058/21 18"MAPLE FAA POWER 15"MAPLE FAA POWER 12"MAPLE 12"OAK 21/18 FAA CONTROL FAA CONTROL 15"MAPLE 22/19 5"MAPLE(4) 15"MAPLE WARNINGGAS PIPELINE STEELPOST700 TELPED 7805921-01/18A2DROPS/LI WARNINGWATERPIPELINE WARNINGWATERPIPELINE VENTPIPE 5"X5"CONCTEL MARKER WARNINGFIBER OPTIC 22-0178062 7806122 22-1178063LI VSE7575/8"REBARVSE CONTROL CAPN 721855.042E 1465774.093EL 308.369 VSE350 MAGHUBN 721776.256E 1465862.890EL 307.160 VSE2305/8"REBAR VSE CONTROL CAPN 722309.482E 1465656.161EL 318.185 VSE7555/8"REBAR VSE CONTROL CAPN 722097.996E 1465897.729EL 316.322 21-0278060 VSE756 MAGHUBN 721796.740E 1465945.842EL 303.651 UNUSEDCONDUITS UNUSEDCONDUIT VSE2335/8"REBAR VSE CONTROL CAPN 722224.110E 1466170.179EL 302.352 D M H D M H D D T E E E E 0 SCALE: 1" = 50' 80'40'20'80' TRUE NORTHMAGNETIC NORTH 13° 44' W (2023) 40' 45' 26' SRE SITE PLAN DRAFT 242 W. Main Street Rochester, NY 14614 Designed by Project Manager Principal-in-Charge (585) 325-1000 Fax: (585) 325-1691 (585) 325-1000 Fax: (585) 325-1691 Site: PASSERO ASSOCIATES engineering architecture Stamp: MARK ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN c DATE DESCRIPTION Revisions: Sheet Title: PROJECT NO: CAD DWG FILE: DRAWN BY: CHECKED BY: COPYRIGHT: Client: Project: Burlington International 1200 Airport Road Chittenden County South Burlington, VT Andrew Holesko JSH BTV SNOW REMOVAL EQUIPMENT BUILDING Burlington International Airport (BTV) South Burlington, VT JSH 20150403.0016 SHEET OF X JUNE 2024 Proposed layout.dwg PROPOSED SINGLE STORY SRE STORAGE BUILDING 44,000 ± SF ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM BT V M A S T E R P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-Master Plan Exhbits.dwg [PRATT & WHITNEY SITE DEVELOPMENT EXHIBIT] October 10, 2024 - 3:03pm [FLOODJ] EXHIBIT SB B SB B SA M SA M PR A T T A N D W H I T N E Y H A N G A R EX P A N S I O N