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Home My WebLink AboutAgenda 07_SD-24-16_1200 Airport Dr_MP_SKCITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SD-24-16_1200 Airport Dr_BTV Airport Proj Next_SK_2024-09-04 DEPARTMENT OF PLANNING & ZONING Report preparation date: August 28, 2024 Application received: July 8, 2024 1200 AIRPORT DRIVE MASTER PLAN SKETCH PLAN APPLICATION #SD-24-16 Meeting date: September 4, 2024 Owners/Applicants City of Burlington Patrick Leahy Burlington International Airport 1200 Airport Drive South Burlington, VT 05403 Engineer Hoyle Tanner 150 Dow Street Manchester, NH 03101 Property Information Tax Parcel ID: 2000-00000 Parcel Size: 901.6 acres Airport, Airport Industrial Zoning Districts Location Map #SD-24-16 Airport Master Sketch Plan 2 PROJECT DESCRIPTION Master plan sketch plan application #SD-24-16 of City of Burlington, Patrick Leahy 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 28,000 sf north terminal expansion, a 4.0 acre multi-use path, a 8.3 acre maintenance complex with 41,500 sf building, a 3.4 acre apron expansion, a 2.3 acre project involving hangar and apron expansion, and a 25,000 sf south terminal expansion, 1200 Airport Drive. PROJECT 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. Staff also calls the Board’s attention the fact that the DRB may also require the submission of a Master Plan for any tract or parcel of land where there exists clear potential for future growth and development beyond that presented in an application, as necessary to establish physical and functional connections between areas of proposed and potential future development. The applicant has already submitted a multi-use path and a maintenance complex improvement project to the DRB for review. This master plan incorporates the previously-reviewed multi-use path and presents a new modified proposal for the maintenance complex location. 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, pending Council adoption1. As the Master Plan would be subject to these new regulations, staff has reviewed this application against the draft amendments, which differ from the previous LDR in organization but not significantly in detail for commercial projects. COMMENTS Development Review Planner Marla Keene and Planning and Zoning Director Paul Conner, herein after referred to as Staff, have reviewed the plans submitted by the applicant on July 8, 2024 and offer the following comments: A) 15.B Master Plan Review 15.B.03 Master Plan Review Process A. Sketch Plan Review. Sketch plan review is required for all Master Plans. The applicant has submitted a comprehensive cover letter describing each component of the master plan, broken down by phase. 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 – Staff understands this path is consistent with what the Board 1 24 VSA § 4449(d) provides the process for applications received during this period. #SD-24-16 Airport Master Sketch Plan 3 reviewed and approved as an overall landscape plan in MS-20-01. The airport has determined construction of a portion of this path to be necessary to meet the required landscaping budget for most proposed building construction Phase 2 (2025): Maintenance complex – the applicant is referring to this as the Snow Removal Equipment Building, which is described as a 41,500 sf building. The applicant has indicated this phase is 8.3 acres. 1. Staff recommends the Board ask the applicant to describe the remaining components of this phase that result in a less than one acre building consisting of an 8.3 acre project. 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 minor runway (runway 1-19). The applicant has described this phase as 3.4 acres but has proposed a 7,400 square yard expansion, which is 4.6 acres. 2. Staff recommends the Board ask the applicant to clarify the project area. Staff further recommends the Board ask the applicant to clarify in layperson terms what the purpose of a cargo apron expansion is. Hangar expansion – This project is proposed to be located between the south ends of the two runways. The applicant has indicated this phase includes expanding the existing hangar and apron and relocating a parking lot. 3. Staff recommends the Board ask the applicant to provide a “napkin sketch” of this phase, similar to that which was provided for the above Apron Expansion. South Terminal 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. 4. 15.B.03A(1) requires the DRB to determine whether Master Plan review is required under the LDR. Based on the proposed multiple phases, Staff recommends the Board determine that Master Plan is required by taking a motion (and second) and voting on this element of the sketch plan only. Suggested motion: “I move that the three phase project presented in sketch plan application #SD-24-16 be subject to master plan review.” C. Combined Review. Master plan review is required prior to or in association with preliminary subdivision review, or site plan review if no subdivision of land is proposed. The DRB may simultaneously review the Master Plan with any area proposed for preliminary subdivision or site plan review, but must issue separate findings of fact, and any conditions of approval, specific to each type of review. The applicant has indicated it is their intention to seek concurrent site plan review for Phase 1, consisting of north concourse replacement project, referred to as Project NEXT. The applicant has accordingly submitted sketch plan level details for Phase 1 as part of this sketch plan application. 5. That project will require site amenity and landscaping. Staff recommends the Board ask the applicant to describe how they will meet those requirements, and if they will be addressed with the proposed recreation path, direct the applicant to submit the recreation path application concurrently with the concourse replacement application. #SD-24-16 Airport Master Sketch Plan 4 E. Neighborhood Meeting. The applicant is reminded they must conduct a neighborhood meeting in the manner described in this section prior to the master plan hearing. 15.B.04 Review Standards A. Findings. To approve a Master Plan, the DRB must find that: (3) The proposed Development Plan demonstrates the efficient, coordinated, and integrated development and use of land which: (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; There do not appear to be regulated resources within any of the areas proposed for improvement in the master plan. (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; Staff notes some of the proposed improvements will be within the airport security fence while others will be outside of it. The applicant may be able to provide some insight into whether any of these elements will be affected by the proposed improvements. Working with the Board, the applicant developed the Overall Landscape Plan, MS-20-01, which was designed specifically to provide this form of connectivity and open space. (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 there to be no specific need for transition or buffer areas, but recommends the Board include a master plan finding that buffering be reviewed on a phase by phase basis. (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; 6. Staff considers the terminal project to have the most need for integration into the surrounding neighborhood. The recreation path and supporting features conceptually approved in MS-20-01 may serve as a transition between the airport and surround uses. Staff recommends the Board ask the applicant to discuss how this feature may or may not factor into their FAA approved plans for mitigating incompatible uses. (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; The required Buildout Budget is discussed below under 15.B.07G. Staff considers it to be unlikely that there will be significant impacts on public services, but will review this criterion in greater detail at the master plan stage of review after the Buildout Budget is submitted. (5) The Phasing Plan and Schedule: #SD-24-16 Airport Master Sketch Plan 5 (a) are consistent with the City’s adopted Capital Improvement Program; Staff has reviewed the 2024-2033 Capital Improvement Program and there are no projects that are in the proposed master plan area. (b) ensure all phases of development will occur in an orderly fashion; and The projects are non-contiguous therefore Staff has no particular concerns with this criterion. (c) infrastructure and facility improvements necessary to support each phase of development will be provided concurrently with such development; 7. Staff recommends the Board direct the applicant to include in their master plan application whether there will be required infrastructure improvements outside of the individual phases to support the proposed projects, including public utilities, roads, and sidewalks. These improvements should be incorporated into the overall master plan as part of the related phase. (6) The Management Plan: The applicant must submit a proposed management structure responsible for each phase of the project. In addition, the management plan must include any property proposed for public dedication. 8. Staff considers it likely the airport will be responsible for construction, maintenance, and operation of all phases, and recommends the Board direct the applicant to provide the proposed management structure for any elements not proposed to be wholly the responsibility of the airport as part of the master plan application. 15.B.05 Master Plan Effect The master plan, once approved, is valid for ten years from the issuance of the first zoning permit under the master plan. C. Effect. 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. 9. This has historically been a challenging concept to convey to applicants. However, when done well, it can significantly simplify subsequent reviews by effectively “pre- approving” certain aspects of a project. Staff recommends the Board discuss with the applicant for which components or elements of the project they intend to ask approval at the master plan level. Examples include a pallet of landscaping materials and roadway cross sections. 15.B.07 Master Plan Components An application for master plan requires a specific set of submission requirements that have the effect of describing the project and how it relates to the surrounding area, both in terms of natural features and development. Specific requirements include the following, which will need to be submitted or supplemented at the next stage of review. #SD-24-16 Airport Master Sketch Plan 6 A. Project Description This submission requirement includes the overall vision for and scope of the proposed development, as well as any requested modifications or waivers. The applicant has not indicated their intention to seek any modifications of waivers. B. Context Report The applicant is required to provide a map of the existing parcels, infrastructure, and planned improvements within ¼ mile of the project area. 10. As this is the largest parcel within the City, Staff recommends the Board discuss whether they prefer to see a context map within the vicinity of each project, a less detailed context map for the entire parcel, or a combination of the two. D. Development Plan Pursuant to 14.06C, the applicant will be required to provide site amenities for any new buildings or building expansions over 5,000 sf, based on 6% of the non-residential building gross floor area. Only 50% of the required site amenity area may located off-site, and only if it is accessible to the general public and located within 500-ft of at least one pedestrian access point for the building requiring the site amenity. 11. Given the uniqueness of the airport, Staff recommends the Board and applicant discuss what is considered “on site” in this instance. Is the land owned by the airport where the recreation path and other improvements of MS-20-01 are approved “on site”? Certain projects within this master plan will be entirely within the security fence and options for meeting site amenities will be limited. F. Summary Statistics At the master plan level of review, the applicant must provide numeric values for total lot area, area of each phase, and total buildable area. The remaining required statistics pertain to streets and housing units and Staff considers them to be not applicable. G. Buildout Analysis and Budget This submission requirement differs slightly from the summary statistics above in that it pertains to the applicants’ development program as opposed to the characteristics of the site. It includes values for trip generations, water/wastewater demand, impervious surface, and stormwater runoff. Staff notes that a master plan is valid for 10 years, therefore the budget should include future growth over time. B) Site Plan Review Standards The application involves a sketch plan application for Phase 1 of the master plan, consisting of the north concourse replacement project and the recreation path. Sketch plan review is not required, but the applicant has requested sketch plan review, therefore Staff has provided a review of article 14 Site Plan Review Standards, as well as applicable standards of Articles 3 and 13, below. The applicant has provided the following description of the project. 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. #SD-24-16 Airport Master Sketch Plan 7 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. 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. B. Relationship of Structures and Site to Adjoining Area. The applicant has submitted architectural renderings of the proposed project. Only a portion of the proposed structure will be visible to the public. See existing and proposed screenshots below. The applicant is proposing to add a story over a portion of the existing concourse and extend it to the north. They also appear to be proposing to modify the fence from concrete block to metal. The renderings appear to complement to recent additions to the terminal and other nearby projects. 12. Staff does not have any concerns about compatibility with existing structures or site, but invites the Board to offer their comments, if any. Additionally, Staff recommends 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 C. Site Amenity Requirement. For the 28,000 sf addition, 1,680 sf of site amenity is required. (4) The DRB may, in its discretion, provide a credit for up to 50% of the required Site Amenity area if the Applicant demonstrates a safe, walkable connection to an existing Civic Space or public park that is accessible by the general public and located within five- hundred (500) feet of at least one pedestrian access point for each building on the lot via a walking route and/or pedestrian way. A “safe, walkable connection” shall not include or require crossing a four-lane road. #SD-24-16 Airport Master Sketch Plan 8 If the Board considers the proposed recreation path to be on site, this standard would not be relevant. If the Board considers it not on site, the applicant will be required to provide 50% of site amenity on site and provide a “safe walkable connection” to this phase to use the recreation path to partially satisfy their site amenity requirement. If the Board determines the recreation path to be off site, Staff calculates approximately 840 sf of site amenity would be required on site for this phase. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These criteria are included in article 13 and are discussed below. D. Transportation Demand Management. Transportation Demand Management analysis is required for all site plans. See Section 13.01. A transportation demand management analysis will be required for the proposed concourse expansion at the next stage of review. The trip generation analysis yields an evaluation of required TDM strategies. Staff considers the applicant may have the opportunity to propose an alternative approach for trip generation evaluation using their FAA master plan that anticipates enplanements over the coming 10 to 25 years. 13. Regardless of approach, Staff recommends the Board direct the applicant to provide the required evaluation of trips and TDM at the next stage of review. E) Other These criteria are discussed in the context of the proposed concourse expansion and recreation path. 13.03 Bicycle Parking and Storage The applicant upgraded the site to meet the current bicycle parking requirements as part of the south terminal expansion project approved in SP-21-018. Therefore they must now provide bicycle parking spaces to meet the requirements for the proposed addition, consisting of one short term space per 5,000 sf and one long term space per 10,000 sf. No analysis of bicycle parking has yet been submitted. 13.04 Landscaping, Screening, and Street Trees Staff considers the applicable requirements of 13.04 are those pertaining to screening or buffering between dissimilar uses and those pertaining to landscaping budget requirements. As alluded to above, if the applicant is proposing to modify the existing fence separating the tarmac from the airport driveway from opaque to transparent, the Board may reuqire additoinal screening. Staff notes immediately adjacent to the terminal building the fence is screened by the existing parking garage from the public way, and the fence farther north where it is not screened it is currnetly transparent. 14. Staff recommends the Board provide some feedback on whether they will be looking for robust screening where the fence is proposed to be newly transparent. #SD-24-16 Airport Master Sketch Plan 9 15. In terms of landscaping budget, Staff anticipates the applicant will use the provisions of miscellaneous approval MS-### to locate the required landscaping budget along the proposed recreation path. Staff recommends the Board discss with the applicant their intended permitting process and timeline for the required recreation path landscaping concurrently in relationship to the concourse expansion project. 13.18 Transportation Standard and Congestion Policy This is a new section within the revised LDR, which applies to all projects that generate 75 or more PM new peak hour trips (all modes), and requires a traffic study to evaluate the capacity at impacted intersections. If the resulting intersection capacity is below a certain threshold (the threshold depends on the type of intersection), mitigation is required. RECOMMENDATION Staff recommends that the Board discuss the project with the applicant and conclude the meeting. Respectfully submitted, Marla Keene, Development Review Planner 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com June 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 Sketch Plan Application Dear Marla Keene, The enclosed is the master plan permit application for the upcoming phases of 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 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. 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. Recreation Path (2025) Footprint: 3.95 Acres 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. 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 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. 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. 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. 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 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 25,714 1,306.3 Natural Resources Atlas - 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. June 24, 2024 THIS MAP IS NOT TO BE USED FOR NAVIGATION 1" = 1623 1cm = 195Ft.Meters Mapped Vernal Pools Rare Threatened and Endangered Spe RTE Animal RTE Plant Significant Natural Communities State Natural Areas Deer Wintering Areas Wetland Projects 303(d) List of Impaired Streams and R 303(d) List of Impaired Lakes and Pon Priority Waters List (Streams and Rive Part B (impaired TMDL not required) Part D (impaired with approved TMDL) Part E (altered exotic species) Part F (altered flow regulation) Wetland - VSWI Class 1 Wetland Class 2 Wetland Wetland Buffer Wetlands Advisory Layer 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 Public Water Sources Active Inactive Proposed Active Non-Public, Previously Permitted Inactive Non-Public, Previously Permitted Private Wells GPS Located F CR2/7E35/45 A319/320E70/75W37-7/7MAX 37-8/8MAX37-9/9MAX 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 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G 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 GENERAL NOTES B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B GV GV GV GV WV WV N O R T H C O N C O U R S E 6 - 8 " D I P 3 6 " R C P 18" RC P 36 " R C P 36" RCP ® 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 717 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 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G NE G C2.102 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 AP R O N E X I S T I N G C O N D I T I O N S PL A N 80 % D E S I G N 04 . 0 5 . 2 4 NE G NE G 2 CONCOURSE LEVEL PLANNEWEXISTING RELOCATED & WIDENED TIP ACCESS EXISTING TERMINAL RENOVATIONS /FUTURE MAINLINE GATES HISTORIC TOWER ACCESS GATE 8GATE 4 GATE 3GATE 2GATE 1 SUGAR SHACK LOUNGE RESTROOMS / FAMILY RESTROOM FAMILY / CHILD PLAY AREA GREEN MOUNTAIN OBSERVATORY / NEW LEVEL 3 ADMIN ACCESS EXISTING BRIDGE ACCESS 1 2 3 4 5 6 7 8 9 10 11 1 2 3 EXISTING EXIT / BAGGAGE CLAIM FIRESIDE LOUNGE WITH FIREPLACE, LIBRARY AND PIANO MAMAVA / PET RELIEF 4 56789 10 11 NEW EXISTING DN E1 A-302 ________E1 A-301 ________ B1 A-202 D 1 A -2 0 2 B3 A-203 D1 A-203 E2 A-201 C1 A-301 ________ A1 A-301 ________ A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N A B C D KEY PLAN ® 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:23 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-101 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r OV E R A L L P L A N - A P R O N L E V E L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 60'15'30'0'15'30' 1" = 30'-0"A-101 APRON LEVEL - OVERALL A1 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N E1 A-302 ________ -20 E1 A-311 ________ E2 A-312 ________ -21 E1 A-301 ________ B1 A-202 MECHANICAL 110 B1 A-402 D3 A-403 DD AA' -13.4 -14.6 -19 CC'DD'FF' -19.1 -19.4 ELEVATOR EL-1 STAIR 2 ST2-1 CONCESSIONS DELIVERIES 120 CIRCULATION 101 05 51 19 05 52 13 E1 A-312 ________ D2 A-314 ________ 3' - 4"2' - 8 1/4"12' - 3 1/4" A4 A-501 41 ' - 5 " EE'GG' 12N 110A -13.9 -16.2 330' - 1" 333' - 1" EW-01 MATCHLINE SEE SHEET A-101B D1 A-314 ________12N 13 0 E 115B BAGGAGE 130 2' - 6" STERILE VESTIBULE 115 12N 12N 12N 12N 12N 4' - 3" FIRE RISER 112 D1 A-501 A1 A-301 ________ E2 A-315 ________ B2 A-403 112 ELEVATOR MACHINE ROOM 111 130F -20.5 FS-01 120C 11 1 116 05 52 13 05 51 19 115A 120A 12 0 B A1 A-501 ST2-1A EW-02 12N 8' - 0 " 16 ' - 8 " 3'- 6 " 13 ' - 8 " 3' - 4 " 1' - 4 " 8'-8" 8'-0" 2'-8"9'-9"4'-3" 05 12 23.B 05 12 23.E 05 12 23.B 05 12 23.B 22 14 26.13.A 22 14 26.13.B 1' - 4 " 4'-4" DD.1 1'-0"13'-8"4'-3"23'-6"24'-3"37'-11"15'-0"2'-0" EW-05 8' - 9 1 / 4 " 2' - 11 1/2" 4' - 4 " 2' - 8 1 / 4 " EW-07 121 121 121 05 12 23.F 18 ' - 1 0 " 20 ' - 0 " 24 ' - 0 " 14 ' - 0 " 2' - 0 " 20 ' - 0 " 20 ' - 0 " 40 ' - 0 " 128 128 120 EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N A KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:25 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-101A BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N A P R O N L E V E L - AR E A A 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101A APRON LEVEL - AREA A A1 05 12 23.B STEEL CROSS BRACING, RE: STRUCTURAL 05 12 23.E STRUCTURAL STEEL COLUMN, RE: STRUCTURAL 05 12 23.F STRUCTURAL STEEL COLUMN WITH CONCRETE COVER, RE: STRUCTURAL 05 51 19 METAL GRATING STAIRS 05 52 13 PIPE AND TUBE RAILINGS 22 14 26.13.A ROOF DRAIN 22 14 26.13.B OVERFLOW ROOF DRAIN 120 MECHANICAL EQUIPMENT, RE: MECHANICAL 121 ELECTRICAL EQUIPMENT, RE:ELECTRICAL 128 DOWNSPOUT, RE:PLUMBING A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N DN E1 A-302 ________ B1 A-302 ________ E1 A-401 ________E1 A-301 ________ D 1 A -2 0 2 E5 A-401 S1 -7.2 S1.8S2.4S3S3.3S4S7 -10 DD AA' -11 -12.3 CC'DD'FF' S2.5 S.1 -8.2 S3.8 STAIR 1 ST1-1 130D 110B 10 5 C -9.4 -11.3 S1.7 -8.6 S3.6 105B MAIN ELECTRICAL 105 EMERG. ELEC 105A 105A FE FE E2 A-311 ________C4 A-551 EE'GG' -12.8 MATCHLINE SEE SHEET A-101A MATCHLINE AREA C -NOT USED 3 A-551 D3 A-314 ________ E3 A-311 ________ 130C 100 BAGGAGE 130 CIRCULATION 101 MECHANICAL 110 12N2 EW-01 330' - 1" 333' - 1" 4' - 3 " 8' - 7 " 12N2 12N2 EW-01 12N2 10' - 4 1/2" 1 0' - 1 1 " 9 ' - 4 " 12N 12N C1 A-301 ________ ST1-1B E3 A-315 ________ D1 A-403 140 1' - 2 " 2 8' - 1 0 " ST1-1A 130A 130BD4 A-551 EXISTING GAS SERVICE 140 E4 A-315 ________ E5 A-315 ________ D3 A-551 TYP 2" TYP L-01 14'-0" 2 '-0 " 1 7 '-6 " 1'-9 " 1'-9 " 1 2'-0 "V I F3'-3 3 /8 " 1 0 1 /2 " 1 2 ' - 0 " V I I F 9 ' - 6 1 /2 " 1 1 ' - 6 " 05 12 23.B 05 12 23.F 05 12 23.B DD.1 H 1'-0"13'-8"4'-3"23'-6"24'-3"37'-11"15'-0" 118 118 D4 A-551 SIM 7 ' - 4 " 3 ' - 0 " 8 ' - 3 " 12 ' - 9 1 / 4 " 05 12 23.E 121 121 E3 A-315 ________ 128 46 ' - 2 " 20 ' - 0 " 26 ' - 9 " 1 3 ' - 3 " 1 4 ' - 5 " 7' - 4 " 7' - 0 " 2 6 ' - 3 " 3' - 3 "1 7 ' - 4 "2 ' - 8 " 9' - 8 " 7 ' - 8 "8 ' - 6 " 4' - 0" 33 ' - 0 " 129 EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N B KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:32 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-101B BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N A P R O N L E V E L - AR E A B 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101B APRON LEVEL - AREA B A1 05 12 23.B STEEL CROSS BRACING, RE: STRUCTURAL 05 12 23.E STRUCTURAL STEEL COLUMN, RE: STRUCTURAL 05 12 23.F STRUCTURAL STEEL COLUMN WITH CONCRETE COVER, RE: STRUCTURAL 118 ALIGN NEW FIRE SHUTTER WITH EXISTING OPENING 121 ELECTRICAL EQUIPMENT, RE:ELECTRICAL 128 DOWNSPOUT, RE:PLUMBING 129 NEW PASSENGER BOARDING BRIDGE A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N DN DN SOUTH RENOVATION AREA 116 A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N A B C D KEY PLAN ® 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:40 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-102 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r OV E R A L L P L A N - C O N C O U R S E LE V E L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1" = 30'-0"A-102 CONCOURSE LEVEL - OVERALL A1 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N T30T30 E1 A-302 ________ -20 HOLD ROOM 231 HOLD ROOM 233 WOMENS RESTROOM 216 E1 A-311 ________ E2 A-312 ________ -21 E1 A-301 ________ FAMILY RESTROOM 217 MEN'S RESTROOM 215 TELECOM ROOM 213 FAMILY RESTROOM 214 CIRCULATION 220 21 3 221B D1 I-412 B3 A-402 B1 A-202 DD AA' -13.4 -14.6 -19 CC'DD'FF' -19.1 -19.4 VESTIBULE 221 3G 2 345' - 1 1/2" 05 51 19 05 52 13 E1 A-313 ________ E1 A-312 ________ D2 A-314 ________ A4 A-502 18 ' - 1 0 " 20 ' - 0 " 24 ' - 0 " 14 ' - 0 " 2' - 0 " 20 ' - 0 " EE'GG' -13.9 -16.2 CW-01 MATCHLINE SEE SHEET A-102B D1 A-314 ________ CW-01 HOLD ROOM 232 A1 A-502 2' - 0 " 2' - 0 " A3 A-502 A2 A-502 05 12 23.B 05 12 23.B ST B-2 232 ST A-2 230 ELEVATOR EL-2 HOLD ROOM 230 OPEN SEATING 210 ELEC 212 OPEN SEATING 225 HALLWAY 211 22 4 JANITOR 224 1' - 6" C1 A-404 E1 A-404 I-301 E5 E1 E3C5 E4 I-414 345' - 1 1/2" 212 A1 A-301 ________ E2 A-315 ________ E1 A-315 ________ I-302C3 I-302 1G -20.5 B3 A-502 B3 A-403 ST2-2 22 3 CHASE 207 STERILE VESTIBULE 223 1' - 1"105' - 10" 2G 22 2 STORAGE 222 23 37 13.A B1 A-416 A-416 B2 221A CW-01 STAIR 2 ST2-2 FEC A1 A-416 228 13N3 21 7 B2 A-502 23 37 13.A 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " DD.1 I-301 C1 B5 C3 I-301 B4 E2 I-303E4 E6 E3 2' - 0"2' - 0"2' - 6"2' - 9 1/4"19' - 5 3/4" ALIGN ALIGN 129 129 1' - 0"13' - 8"4' - 3"23' - 6"24' - 3"37' - 11"15' - 0" A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION N A KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:44 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-102A BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N C O N C O U R S E LE V E L - A R E A A 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-102A CONCOURSE LEVEL - AREA A A1 05 12 23.B STEEL CROSS BRACING, RE: STRUCTURAL 05 51 19 METAL GRATING STAIRS 05 52 13 PIPE AND TUBE RAILINGS 23 37 13.A FLOOR REGISTER, RE: MECHANICAL 129 NEW PASSENGER BOARDING BRIDGE A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N T 3 0 T 4 5 E1 A-302 ________ B1 A-302 ________ HOLD ROOM 234 OPEN SEATING 204 E1 A-301 ________ ELEC 202 HOLD ROOM 235 C5 A-401 D 1 A -2 0 2 S1 -7.2 S1.8S2.4S3S3.3S4S7 -10 DD AA' -11 -12.3 CC'DD'FF' S2.5 S.1 -8.2 S3.8 236 -9.4 -11.3 S1.7 -8.6 S3.6 PET RELIEF 205 B4 A-551 E2 A-311 ________ EE'GG' -12.8 MATCHLINE SEE SHEET A-102A MATCHLINE SEE SHEET A-102C 1 7 ' - 1 0 1 / 2 " 3 4' - 10 1/ 2 " D3 A-314 ________ E3 A-311 ________ C3 A-502 B4 A-502 20 2 TELECOM 203 1' - 3 " 1' - 3 " STAIR 1 ST1-2 200 STORAGE 201 HALLWAY 200 HALLWAY 206 HOLD ROOM 236 C4 A-404 EW-02 C1 A-301 ________ ST1-2 20 3 201 206 235A 235B 234 B5 A-551 205 E4 A-315 ________ E5 A-315 ________ GFB ST C-2 I-303 D5 D3 I-303 B2 B1 A-416 DD.1 H B5 D1 I-302 A6 121 126 D2 6 " 6' - 7 1 / 2 " 05 12 23.B 03 30 00.B 03 30 00.B 129 129 1 ' - 2 " 2 8 ' - 1 0 " 2 6 ' - 3 " 3 ' - 3 "1 7 ' - 4 "2 ' - 8 " 9 ' - 8 " 7 ' - 8 "8' - 6 " 4 ' - 0 " 46 ' - 2 " 20 ' - 0 " 2 6 ' - 9 " 1 3 ' - 3 " 1 4' - 5 " 7 ' - 4 " 7' - 0 " 2' - 0 " 18 ' - 0 " 2'-0" 121 1' - 0"13' - 8"4' - 3"23' - 6"24' - 3"37' - 11"15' - 0" A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION N B KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:29:51 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-102B BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N C O N C O U R S E LE V E L - A R E A B 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-102B CONCOURSE LEVEL - AREA B A1 03 30 00.B CONSTRUCTION JOINT 05 12 23.B STEEL CROSS BRACING, RE: STRUCTURAL 121 ELECTRICAL EQUIPMENT, RE:ELECTRICAL 126 MAMAVA POD - NOT IN SCOPE, SHOWN FOR REFERENCE ONLY 129 NEW PASSENGER BOARDING BRIDGE A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:06 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-103 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r OV E R A L L P L A N - A D M I N L E V E L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1" = 30'-0"A-103 LEVEL 3 -OVERALLA1 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N E1 A-302 ________ -20 E1 A-311 ________ E2 A-312 ________ -21 E1 A-301 ________ B1 A-202 DD AA' -13.4 -14.6 -19 CC'DD'FF' -19.1 -19.4 E1 I-413 B5 A-402 ELEVATOR EL-3 STAIR 2 ST2-3 PUBLIC SPACE 337 E1 A-312 ________ D2 A-314 ________ 18 ' - 1 0 " 20 ' - 0 " 24 ' - 0 " 14 ' - 0 " 2' - 0 " 20 ' - 0 " A2 A-103A 1/4" / 12" 1/4" / 12" 1/ 4 " / 1 2 " TYP. LOW POINT OUTDOOR PATIO HIDDEN FOR CLARITY, RE: ENLARGED PLAN 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 364' - 11 1/2" RIDGE RIDGE RI D G E RIDGE 368' - 3" TO METAL STUD FEC OFFICE 321 OFFICE 320 OFFICE 319 OFFICE 315 OFFICE 314 OFFICE 313 2G -S2G -S A3 A-503 EE'GG' A2 A-503 OP E N T O B E L O W A-230C1 C2 A-503 2G -S 2G -S 2G -S 2G -S 2G -S 2G -S 2G -S B3 A-503 -13.9 -16.2 11 ' - 9 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " MATCHLINE SEE SHEET A-103B CW-01 CW-01 D1 A-314 ________ I-305 E6 I-305 E3 321 320 319 313 314 315 HUDDLE ROOM 312 312 ADMIN 310 31 1 RR 336 RR 334 RR 331 RR 332 CLOSET 333 BREAK ROOM 311 33 7 A I-305C3 337B I-305 B3B1 CW-01 10 22 19.13 CW-01 I-305 C5 367' - 1" A1 A-301 ________ E1 A-315 ________ E1 I-305 C2 I-302C3 I-302 C1 SF-01 -20.5 23 37 13.A 07 72 43 A3 A-403 330A RR 335 31 0 33 1 33 2 33 3 33 6 33 5 33 4 C6 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" E4 2'-0" 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12" B2 A-503 330 8' - 3"8' - 5" 1' - 1" 4' - 6"3' - 0"10' - 0"10' - 0"6' - 0"4' - 0"9' - 11" A-230A1 1'-1 3/4" C1 A-315 ________ C2 A-315 ________ TYP. TYP. DD.1 SF-01 E2 1' - 0"13' - 8"4' - 3"23' - 6"24' - 3"37' - 11"15' - 0" 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION -20 E2 A-312 ________ -19 DD'FF' -19.1 -19.4 24' - 3" EE' 07 54 23.F B4 A-513 ________ 10 PAVERS @ 24" 20' - 0 1/4" 41 ' - 9 " 13 PAVERS @ 24" 28' - 3 1/4" 14' - 4 1/4"11' - 7 3/4" 23 PAVERS @ 24" 48' - 3 1/2"2' - 2 3/4" 32 94 33.A 32 94 33.B -20.5 60 ' - 4 1 / 2 " 11 ' - 6 1 / 2 " 6 1 / 2 " 366' - 6" 365' - 11" 367' - 1" 2' - 8 " 2' - 8 " 5' - 0 " 8' - 0 " 2'-6" E3 I-605 E3 I-605 2'-6" 8' - 0 " E1 I-605 2' - 6 " 7' - 0" 4' - 6" 5' - 4 " 2'-6" 7'- 1 0 " D5 I-605 E5 I-605 37' - 11" 2' - 0 " 14 ' - 0 " 24 ' - 0 " 20 ' - 0 " 14' - 4 1/4"11' - 7 3/4" A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N A KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:12 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-103A BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N A D M I N L E V E L - AR E A A 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-103A ADMIN LEVEL - AREA A A1 07 54 23.F ROOF PAVER 07 72 43 ROOF WALK BOARDS 10 22 19.13 DEMOUNTABLE METAL PARTITIONS 23 37 13.A FLOOR REGISTER, RE: MECHANICAL 32 94 33.A MODULAR PLANTERS, INTEGRATED WITH ROOF DECK PEDESTAL SYSTEM 32 94 33.B EXIT GATE 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-103A A-103A ADMIN LEVEL - ENLARGED PLAN - ROOF PATIOA2 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N UP E1 A-302 ________ B1 A-302 ________ E1 A-301 ________ D 1 A -2 0 2 S1 -7.2 S1.8S2.4S3S3.3S4S7 -10 DD AA' -11 -12.3 CC'DD'FF' S2.5 S.1 -8.2 S3.8 -11.3 S1.7 -8.6 S3.6 STAIR 1 ST1-3 CHASE 301 FEC OFFICE 317 OFFICE 318 OFFICE 316 ELEC CLOSET 304 1 / 4 " / 1 2 " 1/4" / 12" 1/4" / 12" 1/4" / 12" 1 / 2 " / 1 2 " 1/4" / 12" 1 / 4 " / 1 2 " 1 /4 " / 1 2 " 1/4" / 12" 1/2" / 12" 3/8" / 12" 3/8 " / 1 2" 1 /4 " / 1 2 " 1 /4 " / 1 2 " 3/8" / 12" RIDGE R I D G E R I D G E R I D G E R I D G E E2 A-311 ________ A4 A-551 A3 A-503 EE'GG' OH D3 A-503 -12.8 A5 A-401 5' - 11 1/2"10' - 0"10' - 0" 3' - 8 1/2"1' - 6" 5' - 0"10' - 0"6' - 0"4' - 0"9' - 11" 11 ' - 9 " 10 ' - 0 " MATCHLINE AREA C -NOT USED MATCHLINE SEE SHEET A-103A D3 A-314 ________ E3 A-311 ________ I-305 A6 319 302 304 316 317 318 ST 1 - 3 A IDF 302 PRINT 303 C1 A-301 ________ 364' - 11 1/2" ST1-3B E5 A-404 B1 A-203 B1 A-513 ________ 07 72 43 SF-01 A2 A-503 OH A-230A1 1' - 3 " B2 A-553 ________ DD.1 H 2G 2G SF-01 SF-01 SF-01 1' - 0"13' - 8"4' - 3"23' - 6"24' - 3"37' - 11"15' - 0" 2 6 ' - 9 " 27 ' - 8 " 7' - 4" 7 ' - 0 " 46 ' - 2 " 20 ' - 0 " 1' - 2 " 2 8' - 1 0 " 2 6 ' - 3 " 3' - 3 "1 7 ' - 4 " 2 ' - 8 " 9' - 8 "7' - 8 " 3' - 8 " 8' - 6" 4' - 0 " 3 3 ' - 0" EXISTING WALL TO REMAIN 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NEW PARTITION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON HOOK AED AUTOMATED EXTERNAL DEFIBRILLATOR NIC -NOT IN CONTRACT 3 HOUR RATED PARTITION A.EQUIPMENT AND DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO EACH DISCIPLINE FOR DETAILS AND SCHEDULES. B.FOR EXTERIOR WALL, CURTAINWALL, ROOF, FLOOR, AND SOFFIT ASSEMBLIES, REFER TO SHEETS A-003 . C.ALL EXTERIOR WALL DIMENSIONS ARE TO EXTERIOR FINISH FACE OF CMU OR MASONRY UNLESS NOTED OTHERWISE. D.FOR ALL INTERIOR PARTITION, STOREFRONT, AND CEILING ASSEMBLIES, REFER TO SHEET A-004. E.ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. F. EXISTING CONSTRUCTION IS REPRESENTED IN HALFTONE. G.NEW CONSTRUCTION IS REPRESENTED IN BLACK. H.REFER TO ROOF DETAILS, SPECIFICATIONS, AND MANUFACTURER INFORMATION FOR ADDITIONAL INFORMATION ON ROOF PENETRATIONS. I.REFER TO SHEET A-002 FOR FIXTURE AND ACCESSORY MOUNTING DIMENSIONS. J.DOORS TO BE INSTALLED 4" OFF FACE OF ADJACENT WALL, UNLESS OTHERWISE NOTED. K.ALL FLOOR INFILL OR PENETRATIONS TO MAINTAIN 2 HOUR FLOOR SEPARATION. N B KEY PLAN SHEET KEYNOTES## ## ##### LEGENDS ® 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:15 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-103B BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r FL O O R P L A N A D M I N L E V E L - AR E A B 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-103B ADMIN LEVEL - AREA B A1 07 72 43 ROOF WALK BOARDS A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" HIGH ROOF +379' -5 1/4" -20 -21-11 -12 -13 -14 -15 -16 -17 -18-12.3 -13.4 -14.6 -19 -19.1 -19.4-16.2-12.8 A1 A-301 ________ -20.5-12.2 B1 A-202 D1 A-202 MA T C H L I N E SE E S H E E T A -20 2 ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:31 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-201 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r EL E V A T I O N S - E A S T O V E R A L L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 4'0"1'2'6"12"18"24" 3/32" = 1'-0"A-101 A-201 EAST OVERALL ELEVATIONE2 A 1 2 . 1 5 . 2 3 6 0 % D E S I G N B 0 4 . 0 5 . 2 4 8 0 % D E S I G N CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" HIGH ROOF +379' -5 1/4" -20 E2 A-312 ________ -21-12.3 -13.4 -14.6 -19 -19.1 -19.4 CW-01 368' - 3" E1 A-312 ________B1 A-221 A1 A-221 E1 A-221 D1 A-221 12 ' - 4 " 20 ' - 0 " 2' - 0 " 12 ' - 0 " -13.9 -16.2-12.8 230ST A-2ST B-2 232 05 52 13 05 51 19 26 56 13 03 30 53 05 52 13 05 51 19 A1 A-301 ________ -20.5 C1 A-315 ________C2 A-315 ________ 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"2'-0"14'-0"24'-0"20'-0"18'-10" 121 121 MA T C H L I N E D1 / A -20 2 128 CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" HIGH ROOF +379' -5 1/4" -7.2 -10-8.2 -9.4 -11.3-8.6 CW-01 EW-01 EW-02 CW-01 A1 A-222 12 ' - 4 " 20 ' - 0 " 2' - 0 " 12 ' - 0 " 130D 130C 03 30 53 236 C1 A-301 ________ E3 A-315 ________ 05 51 19 CW-01 ST C-2 234 26 56 13 26' - 9"13' - 3"14' - 5"7' - 4"7' - 0" MA T C H L I N E B1 / A -20 2 07 95 13.16121 1. REFER TO A-003 FOR EXTERIOR WALL, CURTAIN WALL, FLOOR, AND ROOF ASSEMBLIES DESCRIPTIONS. 2. REFER TO A-221 -A-223 FOR ENLARGED CURTAIN WALL ELEVATIONS AND DETAIL CALLOUTS. 3. REFER TO WALL SECTIONS A-311 -A-315 FOR VERTICAL EXTENTS OF SYSTEMS AND DETAIL CALLOUTS 4. REFER TO FLOOR PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME TYPES 5. REFER TO APRON LEVEL PLANS FOR BOLLARD LOCATIONS GL-03 (CLEAR) GL-02 (FRITTED) EXTERIOR MATERIAL TYPES CONCRETE EW-01 EW-02 AREA NOT IN SCOPE N SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:37 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-202 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r EL E V A T I O N S - P A R T I A L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101 A-202 EAST ELEVATION - PARTIAL NORTH B1 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101 A-202 EAST ELEVATION - PARTIAL SOUTH D1 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE 05 51 19 METAL GRATING STAIRS 05 52 13 PIPE AND TUBE RAILINGS 07 95 13.16 EXTERIOR EXPANSION JOINT COVER 26 56 13 LIGHTING POLES AND STANDARDS 121 ELECTRICAL EQUIPMENT, RE:ELECTRICAL 128 DOWNSPOUT, RE:PLUMBING A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" E1 A-302 ________ HIGH ROOF +379' -5 1/4" E1 A-301 ________ DDAA'CC'DD'FF' 17' - 0"24' - 3"17' - 11"1' - 0" C3 A-222 D1 A-222 EE'GG' RS-02 CW-01 05 51 19 05 52 13 06 18 13 E2 A-315 ________ 120B DD.1 120A CW-01 013 87° 08 44 13.B 26 56 23 120 CONCOURSE LEVEL +345' -1 1/4" SECOND FLOOR +347' -1 1/4" ADMIN LEVEL +367' -1 1/4" APRON LEVEL +333' -1 1/4" HIGH ROOF +379' -5 1/4" -20-21 E3 A-401 ________ -11-12.3-13.4-14.6-19-19.1-19.4 18' - 10"20' - 0"24' - 0"14' - 0"2' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" CW-01 E1 A-313 ________D2 A-314 ________C1 A-223 D1 A-223 -13.9-16.2 CW-01 -12.8 D1 A-314 ________ RS-02 EW-02 013 014 014 A1 A-301 ________ -20.5 D5 A-223 112 ST1-1A 140 B1 AD102B ________ CW-01 E5 A-315 ________ L-01 015 ST2-1A L-01 119 03 30 5303 30 53 08 44 13.B 32 94 33.A 128 128 07 72 10.A07 72 10.A07 72 10.A07 72 10.A07 72 10.A07 72 10.A 1. REFER TO A-003 FOR EXTERIOR WALL, CURTAIN WALL, FLOOR, AND ROOF ASSEMBLIES DESCRIPTIONS. 2. REFER TO A-221 -A-223 FOR ENLARGED CURTAIN WALL ELEVATIONS AND DETAIL CALLOUTS. 3. REFER TO WALL SECTIONS A-311 -A-315 FOR VERTICAL EXTENTS OF SYSTEMS AND DETAIL CALLOUTS 4. REFER TO FLOOR PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME TYPES 5. REFER TO APRON LEVEL PLANS FOR BOLLARD LOCATIONS GL-03 (CLEAR) GL-02 (FRITTED) EXTERIOR MATERIAL TYPES CONCRETE EW-01 EW-02 AREA NOT IN SCOPE ADMIN LEVEL +367' -1 1/4" HIGH ROOF +379' -5 1/4" E1 A-401 ________E1 A-301 ________ AA'CC'DD'EE' ST1-3A 4'-3"23'-6"24'-3" E1 A-222 05 51 19 05 52 13 B2 A-553 N SHEET KEYNOTES## ## ##### LEGENDS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: 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 D R C H K A P V D AP V D B Y R E V I S I O N D A T E N O . ©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 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF DAVID DUCKER, 003.0134526, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. DESIGNER OF RECORD 04.05.24 4/4/2024 4:30:46 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ARCH_r23.rvt E2X81910 A-203 BT V P R O J E C T N E X T De s i g n e r A u t h o r C h e c k e r A p p r o v e r EL E V A T I O N S - P A R T I A L 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101 A-203 NORTH ELEVATIONB3 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-101 A-203 WEST ELEVATIOND1 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE 05 51 19 METAL GRATING STAIRS 05 52 13 PIPE AND TUBE RAILINGS 06 18 13 GLUED-LAMINATED BEAMS, REFERENCE STRUCTURAL 07 72 10.A ROOF TOP ANCHORS 08 44 13.B FIXED VERTICAL SUNSHADE DEVICE 013 PRECAST CONCRETE BASE TO MATCH PROFILE OF EXISTING BASE 014 EXISTING CMU WALL TO REMAIN 015 PRECAST CONCRETE TO MATCH ADJACENT EXISTING 26 56 23 AREA LIGHTING 32 94 33.A MODULAR PLANTERS, INTEGRATED WITH ROOF DECK PEDESTAL SYSTEM 119 EXISTING PRECAST CONCRETE 120 MECHANICAL EQUIPMENT, RE: MECHANICAL 128 DOWNSPOUT, RE:PLUMBING 16'4'8'0'2'4'6'8' 1/8" = 1'-0"A-103B A-203 ELEVATION AT ADMIN SOUTH SIDEB1 A 0 5 . 0 3 . 2 3 3 0 % D E S I G N B 1 2 . 1 5 . 2 3 6 0 % D E S I G N C 0 4 . 0 5 . 2 4 8 0 % D E S I G N B B B B B B B WV WV ® 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 717 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 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G NE G C3.103 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 AP R O N P R O P O S E D U T I L I T Y PL A N 80 % D E S I G N 04 . 0 5 . 2 4 NE G NE G 2 AA2 AA2 BTV GEN NOAA GEN 750KVA UTILITY XFMR 'X1' 405 410 407 408 409 410 413 105 MAIN ELECTRICAL 105A EMERG. ELEC 130 BAGGAGE ST1-1 STAIR 1 162 (E) ELEV. 163 (E)VEST. 164 (E) STAIR 115 MAIN ELEC 165 (E) STAIR 117 EMERG. ELEC 7 STAIR (N) PULLBOXES SIZED AS REQUIRED C1 E-401 115 1500KVA UTILITY XFMR 'X2' 404 1 E-502 2 E-502 412 414 A. FOR ELECTRICAL GENERAL NOTES, ABBREVIATIONS, LEGENDS REFER TO DRAWING E-001, E-002 AND E-003. B. FOR LUMINAIRE SCHEDULE REFER TO DRAWING E-701. C. ELECTRICAL CONTRACTOR TO CORRECT FOR VOLTAGE DROP AS REQUIRED PER NEC. D. FOR CONDUCTORS INCREASED FOR VOLTAGE DROP: CONDUCTORS SIZED ABOVE #8'S WHERE VOLTAGE DROP HAS BEEN INCREASED AND LANDING DEVICE CANNOT SUPPORT INCREASED WIRE SIZE, ELECTRICAL CONTRACTOR TO TRANSITION CONDUCTORS DOWN AT DEVICE LOCATIONS TO MINIMUM #10'S IN ORDER TO LAND ON DEVICE OR MINIMUM CONDUCTOR WIRE SIZE REQUIRED PER NEC BASED ON OVERCURRENT PROTECTION. E. ALL EXTERIOR CONDUCTORS SHALL BE MINIMUM #10 COPPER AND INCREASED FOR ANY VOLTAGE DROP REQUIREMENTS PER NEC. F. ALL NEW PULLBOXES/MANHOLES SHALL BE DRIVE OVER TRAFFIC RATED. G. ALL EXISTING CONDUIT EXPOSED DURING CONSTRUCTION SHALL HAVE ELECTRICAL CONDUIT TRACER WIRE INSTALLED ON EXPOSED CONDUIT LOCATIONS FOR FUTURE ROUTING REFERENCE. H. ALL NEW CONDUIT INSTALLED IN THE GROUND SHALL HAVE ELECTRICAL CONDUIT TRACER WIRE INSTALLED FOR FUTURE ROUTING REFERENCE. I. ELECTRICAL CONTRACTOR SHALL IDENTIFY ALL EXISTING SPARE CONDUITS AVAILABLE FOR REUSE. NOTE ROUTING AND SIZES AND PROVIDE INFORMATION TO ENGINEER OF RECORD AND AIRPORT FACILITIES. B C KEY PLAN SHEET KEYNOTES## ## ##### ® 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 A P 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 4 A L L R I G H T S R E S E R V E D 717 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM GENERAL NOTES DESIGNER OF RECORD THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF RACHEL GELFAND, 018.0135475, IT IS NOT INTENDED FOR BIDDING, PERMITTING, OR CONSTRUCTION PURPOSES. JACOBS ENGINEERING GROUP INC. 04.24.24 4/23/2024 5:05:50 PM Autodesk Docs://US VT_E2X81910_BTV Project Next/E2X81910_BTV_ELEC_r23.rvt E2X81910 ES101 BT V P R O J E C T N E X T RG G S K T R G EL E C T R I C A L S E R V I C E P L A N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 40'10'20'0'5'10'15'20' 3/32" = 1'-0"ES101 ELECTRICAL SERVICE PLANA1 115 BUILDING-MOUNTED GENERATOR DISCONNECT. FEEDERS TRANSITION TO OVERHEAD FOR ROUTING TO PANEL 'GEN'. 404 PROVIDE AND INSTALL NEW SERVICE CONDUCTORS IN SCHEDULE 40 PVC CONDUITS ENCASED IN CONCRETE INTO EXISTING ELECTRICAL VAULT. REFER TO ONE LINE DIAGRAM ON SHEET E-601 FOR ADDITIONAL INFORMATION. 405 PROVIDE AND INSTALL NEW GENERATOR CONDUCTORS IN SCHEDULE 40 PVC CONDUITS ENCASED IN CONCRETE. REFER TO ONE LINE DIAGRAM ON SHEET E-601 FOR ADDITIONAL INFORMATION. 407 PROVIDE AND INSTALL NEW UNISTRUT GROUND MOUNTED ASSEMBLY EMBEDDED IN A CONCRETE PAD TO SUPPORT NEC REQUIRED SERVICE GFCI RECEPTACLE(S) WITHIN 25FT OF TRANSFORMER AND GENERATORS. INSTALL RECEPTACLE(S) A MINIMUM OF 36" ABOVE GRADE. PROVIDE HEAVY DUTY WHILE IN USE LOCKABLE COVER. PROVIDE ALL MOUNTING HARDWARE AND CONNECTIONS FOR A COMPLETE INSTALLATION. PROVIDE 2#10 CU XHHW & #10 CU GND. PROVIDE CONDUCTORS IN MIN 1" SCH 40 PVC CONDUIT. 408 INSTALL AIRPORT GENERATOR. REFER TO CIVIL PLANS FOR EXACT LOCATION. GENERATOR SHALL FEED NEW GENERATOR DISTRIBUTION PANEL 'GEN'. REFER TO ONE LINE DIAGRAM. EXTERIOR CONDUITS SHALL BE UNDERGROUND INTO EXISTING ELECTRICAL VAULT AND THEN SHALL TRANSITION TO OVERHEAD ROUTING TO FINAL PANEL 'GEN' LOCATION. CONTRACTOR SHALL PROVIDE NEW CONDUCTORS AND CONFIRM INTERIOR CONDUIT ROUTING PRIOR TO INSTALLATION. 409 RELOCATE AND INSTALL EXISTING NOAA GENERATOR TO NEW LOCATION AS SHOWN. REFER TO CIVIL PLANS. GENERATOR SHALL FEED EXISTING NOAA DISTRIBUTION PANEL. REFER TO ONE LINE DIAGRAM. EXTERIOR CONDUITS SHALL BE UNDERGROUND INTO EXISTING ELECTRICAL VAULT AND THEN SHALL TRANSITION TO OVERHEAD ROUTING TO FINAL PANEL 'NOAA' LOCATION. CONTRACTOR MAY BE ABLE TO UTILIZE SOME PORTION OF EXISTING CONDUIT AND CONDUCTORS FOR NOAA GENERATOR. CONTRACTOR SHALL CONFIRM INTERIOR CONDUIT ROUTING PRIOR INSTALLATION. 410 PROVIDE AND INSTALL NEW PAD MOUNTED DUAL PURPOSE DOCKING STATION / LOAD BANK WITH CAMLOC CONNECTIONS. BASIS OF DESIGN TRYSTAR DBDS-5, 600A. DOCKING STATION CAPABLE OF HANDLING TEMPORARY GENERATOR, LOAD BANK CONNECTIONS AND PERMANENT GENERATOR CONNECTION. DOCKING STATION SHALL BE COMPLIANT WITH NEC 700.3F. 412 EXISTING ELECTRICAL VAULT 413 EXISTING UNDERGROUND CONDUIT PATHS AND EXISTING CONDUCTORS PATH TO EXISTING EQUIPMENT AS NOTED PER OWNER PROVIDED AS-BUILTS DOCUMENTS. INFORMATION MAY NOT BE CORRECT. WHERE POSSIBLE, CONTRACTOR SHALL UTILIZE EXISTING CONDUIT PATHWAY AND EXTEND EXISTING CONDUCTORS FROM REFED EXISTING EQUIPMENT TO NEW LOCATION AS REQUIRED. FIELD VERIFY. 414 PROVIDE AND INSTALL NEW SERVICE CONDUCTORS IN SCHEDULE 40 PVC CONDUITS ENCASED IN CONCRETE. REFER TO ONE LINE DIAGRAM ON SHEET E-601 FOR ADDITIONAL INFORMATION. A 0 5 . 0 3 . 2 3 3 0 % D E S I G N JA J A B 1 2 . 1 5 . 2 3 6 0 % D E S I G N JA J A C 0 4 . 0 5 . 2 4 8 0 % D E S I G N JA J A D 0 4 . 2 4 . 2 4 8 0 % C L A R I F I C A T I O N S K E T C H