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Home My WebLink AboutAgenda 08_SP-24-20_200 Davinci Dr_BSD Aviation TechCITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-24-20_200 Davinci Dr_BSD Aviation Tech_2024-06- 04 DEPARTMENT OF PLANNING & ZONING Report preparation date: May 29, 2024 Plans received: May 1, 2024 200 da Vinci Drive – Burlington School District Site Plan Application #SP-24-20 Meeting date: June 4, 2024 Owner City of Burlington Patrick Leahy Burlington International Airport 1200 Airport Drive South Burlington, VT 05403 Applicant Tom Flanagan, Burlington School District Superintendent 150 Colchester Avenue Burlington, VT 05401 Property Information Tax Parcel ID: 2000-00000 Airport Industrial Zoning District Engineer McFarland Johnson 426 Industrial Avenue, Suite 146 Williston, VT 05495 Location Map #SP-24-20 2 PROJECT DESCRPTION Site plan application #SP-24-20 of Burlington School District to amend a previously approved plan for an airport complex. The amendment consists of renovating an existing hangar for the use of Burlington School District’s Aviation Technical Center, including reconfiguration of the parking and site circulation, 200 Davinci Drive CONTEXT The project area is at the south end of the airport property immediately adjacent to the recently approved Beta manufacturing facility on Davinci Drive. The project involves lands within the airport PUD as well as within the Beta Master Plan area. Therefore the project is being considered in two parts. The subject application is a site plan for the portion of the project located within the airport PUD. The application has also submitted a minor Master Plan amendment application for the portion of the project within the Beta Master Plan Area, which will be reviewed by the Board on June 18, 2024. The proposed changes consist of installation of a significant amount of doors and windows on the existing building façade, removal of a smaller number of doors, interior renovation, and modifications to the site access and circulation at the south end of the site. COMMENTS Development Review Planner Marla Keene and Director of Planning and Zoning Paul Conner (‘Planning Staff’) have reviewed the plans submitted on 5/1/2024 and offer the following comments. Numbered comments for the Board’s attention are indicated in red. A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Airport Industrial Zoning District (AIR-I) Required Proposed Min. Lot Size 3 acres No change Max. Building Coverage 30% No change Max. Overall Coverage 50% 36.5% Max Front Setback Coverage 30% Unknown Max Front Setback 50 ft. No change Min. Side Setback 35 ft. No change Min. Rear Setback 50 ft. No change  Building Height (flat roof) 35 ft. No change  Meets requirement Airport Industrial Zoning District The purpose of the Airport Industrial Zoning District is to provide sufficient land area for Airport- related uses, support facilities, and commercial activities that may be incompatible with general residential or commercial uses. The standards and regulations for the Airport Industrial District recognize the importance of these facilities and uses to the operation of the City and regional #SP-24-20 3 economies while providing appropriate setbacks and buffering to offset their impacts on adjacent land uses. Applications involving new or expanded buildings within the AIR-I district must comply with the regulations pertaining to airport approach cones. No building construction or expansion is proposed. B) SITE PLAN REVIEW STANDARDS 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff considers the applicant is proposing to improve the street presence of the structure by adding glazing to the street facing and side facades. The applicant is proposing to add a flush pedestrian walkway from the proposed expanded parking area west of the building to the improved main entrance. 1. There is no safe pedestrian access to the building from Davinci Drive either existing or proposed, though there is a sidewalk along Davinci Drive. Given the proposed use of the building for students, and the City’s prioritization of personal mobility (ie biking and walking), Staff recommends the Board discuss with the applicant how to improve access to the site for users that are not arriving in cars or buses. Adequacy of planting is discussed elsewhere in this document. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (viii) The building, or a portion thereof, being served by the parking area is contained within the Security Identification Display Area of a publicly-owned and operated airport. Staff considers that the front side of this building is Davinci Drive, since the City has an irrevocable offer of dedication for the street. The applicant is proposing to reconfigure and expand existing parking areas to the front of the adjacent hangar buildings to the west. Those buildings are not the subject of this application, though they and the subject buildings are within the airport security fence. 2. Staff recommends the Board ask the applicant to demonstrate that the parking is the minimum necessary and discuss whether they will allow this exemption for parking. (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. #SP-24-20 4 No changes to the height of the building are proposed. The applicant is proposing to add a canopy at the new main entrance to the building, but the canopy will be contained within the width and height of the existing building. B. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff comments pertaining to buffering and screening are included in 14.07 below. The applicant is proposing to paint the building but otherwise not to modify the materials of the building. (2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Staff considers the proposed modifications to the structure to be sufficiently related to setting given the magnitude of the modifications. (3) To accomplish (1) and (2), the DRB shall consider: (a) Pattern and Rhythm. Update or maintain or extend the overall pattern of development defined by the planned or existing street grid, block configurations, position and orientation of principal buildings, prevalence of attached or detached building types. No modifications affecting compliance with this standard are proposed. (b) Architectural Features. Respond to recurring or representative architectural features that define neighborhood character, without adhering to a particular architectural style. The proposed modification to architectural features include addition of an entrance canopy and glazing. (c) Privacy. Limit impacts and intrusions to privacy on adjoining properties, including side and back yard areas through context sensitive design. No changes to privacy of adjoining properties are proposed. C. Site Amenity Requirement This criterion is only applicable to expansions and new residential conversions. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: A. Environmental Protection Standards. All proposed development shall be subject to the applicable requirements of Article 12, Environmental Protection Standards. There are no impacts to resources considered in Article 12 proposed as part of this project. 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, #SP-24-20 5 stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These standards are contained in Article 13 and are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. The applicant is proposing to modify the access and circulation in front of the existing hangars to the west of the subject building by formalizing one parking area, expanding another, and realigning and widening the driveway at the east end of the parking areas. They are not proposing modifications to the access and circulation in front of the subject building. Relevant standards of 15.A.14 include those pertaining to safe pedestrian access and to minimizing curb cuts by providing shared vehicular access. Davinci Drive is not currently a public street, but there is an irrevocable offer of dedication to the City therefore it should be treated as a public street for the purposes of layout and design. 3. Staff recommends the Board ask the applicant to demonstrate that the proposed pavement is minimized near the entrance to Davinci Drive. Too wide open a pavement area with multiple (four in this case) non-perpendicular locations for cars to come from can lead to safety issues. The driveway at the west end is narrow, so it does not appear this area is needed for large vehicle circulation. D. Transportation Demand Management (TDM) [reserved] E. Building Form. Development within the City Center Form Based Code District, the Urban Design Overlay District, and other districts with supplemental building form standards shall adhere to the standards contained therein. Not applicable. F. Streetscape Improvements. A proposed new construction or extension/expansion of an existing structure exceeding the thresholds listed in either (a) Section 14.09(B) or (b) Section 8.11(D) within the City Center Form Based Code, or Section 3.11(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained within the applicable Street Type and Building Envelope Standard. Nothing in this subsection shall be construed to limit requirements for additional upgrades as necessary to meet the requirements of these Regulations. Staff considers no upgrades to be required. G. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. 13.02F requires driveway connections between adjacent commercial lots. The airport is generally one large lot. Driveway connections between buildings are generally provided and not reduced by this application. H. Utility Services. Electric, telephone and other wire-served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Standards of Section 15.A.18, Infrastructure, Utilities, and Services, shall also be met. #SP-24-20 6 The property is currently served by overhead utilities. The applicant is proposing to remove the existing transformer at the building, but it is unclear how the utilities are proposed to be routed to the replacement transformer. 4. Staff recommends the Board ask the applicant to explain at what point the existing overhead utilities will be located underground, and consider requiring the utilities to be located underground at the upstream most pole that is impacted by the work. The South Burlington Director of Public Works reviewed the plans on 5/23/2024 and offers the following comments: • The applicant will need to work with the wastewater superintendent to confirm that the project has a sufficient wastewater allocation for the change in use. • The wastewater pump station will remain privately owned. • Does the property have an existing oil / water / grease / grit separator? Will the change in use require that one be installed? • Are any water (or other) easements proposed to be transferred to the City? 5. Staff recommends the Board ask the applicant to verbally answer the questions of the Director of Public Works and include conditions for any necessary modifications. I. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (ie, non-dumpster, non-large drum) shall not be required to be fenced or screened. There are no proposed changes to the location or screening of the existing dumpster, which meets this criterion. C) SUPPLEMENTAL REGULATIONS 13.02 Off Street Parking and Loading G. Design requirements for Parking Spaces, Parking Aisles, Lighting and Landscaping (1) Design requirements for off-street parking and loading are provided in Table 13-2 and Figure 13-1, Section 13.04, Landscaping , Screening, and Street Trees, and Section 13.07, Exterior Lighting. All paved parking spaces shall be striped or otherwise physically delimited. Sections 13.04 and 13.07 are discussed below. Parking is proposed to meet the required dimensional standards. (2) The location of parking areas and loading docks shall prevent conflicts with entering and existing traffic onto a public street and prevent conflicts between vehicles and pedestrians. The distance between access points and parking areas shall be adequate to minimize blockage and prevent back-ups onto the public street. Staff considers this criterion met. (3) Provision shall be made for access by police, fire and emergency vehicles. The Fire Marshal reviewed the project on 5/22/2024 and indicated there were no comments pertaining to the Development Review Board’s review of the project. #SP-24-20 7 (4) Pedestrian safety. Insofar as practicable, pedestrian and bicycle circulation shall be separated from motor vehicle circulation. Safe and convenient pedestrian circulation, including appropriate sidewalks, shall be provided on the site and its approaches. The pedestrian circulation on site shall be designed to minimize adverse effects of vehicular traffic on sidewalks and recreation paths. 6. The applicant is proposing an on-grade striped pathway from the parking area to the building. Staff recommends the Board consider requiring the pathway to be raised by a curb and consider requiring a sidewalk connection and crosswalk to Davinci Drive, as alluded to above. (5) Bicycle parking or storage facility. Bicycle parking is discussed under 13.03 below. (6) Stormwater management strategies that facilitate infiltration including but not limited to recessed planting islands, bioretention facilities, and pervious parking spaces are encouraged in the design of any off-street parking or loading area. The applicant is proposing a bioretention area between the two sections of parking lot. Infiltration is not proposed. Stormwater management is discussed under 13.05 below. 13.03 Bicycle Parking and Storage. 7. The building is 34,445 sf and is proposed to be used by 12 employees and 100 students. One short term space is required for each 20 students of planned capacity, or five spaces. It does not appear the applicant has proposed any bicycle parking. Staff recommends the Board require the applicant to add short term bicycle parking to the plan proximate to a student entrance. As an existing building, long-term bicycle parking requirements do not apply. 13.04 Landscaping, Screening & Street Trees B. Except for parking spaces accessory to a one-family or two-family dwelling, all off-street parking areas subject to review by the Development Review Board shall be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers, as approved by the Development Review Board. Sections of recessed curb are permitted if their purpose is to allow stormwater runoff from the adjacent parking area to reach stormwater collection, treatment and management infrastructure. The Development Review Board shall consider the adequacy of the proposed landscaping to assure the establishment of a safe, convenient, and attractive parking area and the privacy and comfort of abutting properties. The applicant is proposing to reconfigure and add parking so that there are 68 parking spaces west of the building. Staff considers these standards apply to those 68 spaces. (1) All off-street parking areas shall be landscaped around the perimeter of the lot with trees, shrubs and other plants. Perimeter planting shall be set back from the curb sufficiently to allow for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade and canopy for the parking lot. In some situations it may be necessary, both for surveillance purposes and for the perception of safety, to install the #SP-24-20 8 size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. 8. No parking lot landscaping is proposed. Staff recommends the Board require the applicant to revise their plans to provide landscaping to screen the proposed and reconfigured parking from the future public street. (2) In all parking areas containing twenty-eight (28) or more contiguous parking spaces and/or in parking lots with more than a single circulation lane, at least ten percent (10%) of the interior of the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such requirement shall not apply to structured parking or below- ground parking. 9. Staff recommends the Board require the applicant to demonstrate compliance with this criterion by providing a figure showing the parking area and the fraction landscaped. (3) All interior and perimeter planting shall be protected by curbing unless specifically designed as a collection and treatment area for management of stormwater runoff as per 13.04(B)(5)(c) below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) square feet. Large islands are encouraged. 10. No curbing is proposed. Staff considers curbing will be required to protect adjacent landscaping except where the adjacent area is specifically designed as a stormwater collection or treatment area. (4) Landscaping Requirements (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt-tolerant. (b) At least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a minimum of thirty (30) feet apart. (c) Trees shall have a caliper equal to or greater than two and one-half (2 ½) inches when measured on the tree stem, six (6) inches above the root ball. (d) Where more than ten (10) trees are installed, a mix of species is encouraged; the species should be grouped or located in a manner that reinforces the design and layout of the parking lot and the site. These criteria apply to parking lot landscaping and should be used in designing the proposed landscaping for the revised and expanded parking lot. (e) Within the City Center FBC District, landscaping required within this section shall not count towards meeting minimum landscape budget requirements as detailed in Section 13.04(G). Not applicable. (7) Snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. Snow storage areas have been specified. Staff considers this criterion met. #SP-24-20 9 C. Screening or buffering. The Development Review Board will require landscaping, fencing, land shaping and/or screening along property boundaries (lot lines) whenever it determines that a) two adjacent sites are dissimilar and should be screened or buffered from each other, or b) a property’s appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi- family use abuts a residential district or institutional use, or (d) a parking or loading area is adjacent to or visible from a public street. (1) There shall be sufficient landscaping, walls, or fencing of sufficient height (minimum of three (3) feet) and opacity to effectively screen the parking or loading area year-round from adjacent public streets. (2) Screening of a parking or loading shall be provided where headlights from vehicles on site may be visible and project parallel to a public street. These two criteria should be taken into considering in the design of the parking lot landscaping. (3) There shall be sufficient landscaping, walls, or fencing of sufficient height and opacity to effectively screen outdoor storage areas, refuse, recycling, and compost collection (excluding on-site composting) areas. Staff considers no additional outdoor storage screening to be necessary. (4) The landscaping shall be designed to minimize erosion and stormwater runoff, and to protect neighboring residential properties from the view of uses and parking areas on the site. The landscaping shall be of such type, height, and spacing, as in the judgment of the Development Review Board, will effectively screen the activities on the lot from the view of persons standing on adjoining properties. The plan and specifications for such planting shall be filed with the approved plan for the use of the lot This criterion should be taken into considering in the design of the parking lot landscaping. G(3) Landscaping Budget Requirements. There is no minimum landscaping budget because no building addition is proposed. I. Landscape Maintenance. Maintenance and responsibility. All planting shown on an approved site plan shall be maintained by the property owner in a vigorous growing condition throughout the duration of the use. Plants not so maintained shall be replaced with new plants at the beginning of the next immediately following growing season. Trees with a caliper of less than 5” may be replaced on an inch-by-inch basis with trees of the same genus of at least 2” caliper each. No permit shall be required for such replacements provided they conform to the approved site plan. Replacement of trees with a caliper of greater than 5” shall require an amendment to the site plan. The applicant is proposing to remove four (4) 8 to 10-inch caliper trees from the front of the building. The applicant is proposing to plant seven shrubs and 32 ornamental grasses. 11. While Staff considers the proposed plantings to not be sufficient replacement for the removed trees, as described above, the applicant must also provide parking lot landscaping, including shade trees. Staff considers the combined resulting planting likely to be adequate to replace the removed trees, and recommends the Board confirm once the proposed parking lot planting plan is complete. 13.05 Stormwater Management #SP-24-20 10 Stormwater standards apply when one-half acre or more of impervious surface exists or is proposed to exist, and where 5,000 sf of impervious is created or reconstructed. At the time of this writing, Staff had not yet received comments from the City Stormwater section. 12. Staff recommends the Board provide Staff an opportunity to provide an update at the time of the hearing. 13.06 Airport Approach Cones All applications for development within the Airport Approach Cones, as shown on the Overlay Districts Map, involving new or expanded buildings or structures shall provide documentation that either a Notice to the Federal Aviation Authority (FAA) is not required, or an application for a Determination of No Hazard has been submitted to the FAA. Where an application for Determination of No Hazard has been submitted, no zoning permit for construction shall be issued without demonstration of receipt of an issued Determination. 13. Staff recommends the Board require the applicant to demonstrate submission of an application for Determination of No Hazard, and condition the approval on receipt of an issued determination. 13.07 Exterior Lighting Lighting requirements are summarized as follows. (1) Fixtures must be downcast and shielded (2) Illumination must be evenly distributed (3) Fixtures must be placed to minimize lighting from becoming a nuisance (4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural material, with a decorative surface or finish (5) Poles & building mounted fixtures may be no higher than 30-ft (6) Poles must be located in safe locations Specific requirements for maximum illumination levels are included in Appendix A and are limited to 3-foot candles average at ground level. The applicant has provided a photometric drawing but has not indicated an average illumination level, though Staff considers it is likely to be below 3 foot candles. 14. Staff notes there is one “hotspot” of 15 footcandles near the eastern entrance of the building and recommends the Board discuss whether to direct the applicant to reconfigure the proposed lighting to reduce this hotspot to on the order of 8 – 10 footcandles. 13.11 Fences The applicant has proposed to relocate 75 ft of airport security fence as part of this project. The Board has typically considered airport security fence exempt from local regulation under 24 VSA 4413, and Staff recommends the Board do the same here. 13.12 Utility Cabinets and Similar Structures #SP-24-20 11 B. Specific Standards for Utility Cabinets and Similar Structures. (4) There shall be sufficient landscaping or fencing of sufficient height and opacity to screen effectively the facility year-round from streets and abutting unaffiliated properties. 15. Screening is proposed for the proposed generator but not for the proposed utility transformer. Staff recommends the Board ask the applicant to describe the proposed height of the generator in order to determine if screening is adequate. 16. Staff recommends the Board require the applicant to provide screening of sufficient height to screen the transformer from the street. (5) The location of the facility shall be shown on all relevant site plans. (6) Utility cabinets and similar structures shall be located a minimum of five (5) feet from all existing or planned public roads or rights-of-way. Staff considers criterion #5 and 6 to be met. RECOMMENDATION Staff recommends that the Board work with the applicant to address the issues identified herein. The related master plan application is scheduled to be reviewed on June 18. Staff considers if the applicant can provide the required information prior to concluding the hearing on June 4 that the Board may continue to June 18 and Staff will incorporate review of the revised materials into the June 18 packet. 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D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T OVERALL SKETCH PLAN 1"=80' ---- AJF AJF 18715.02 03/01/2024 SL-01 PERMIT SET SCALE 0 450 900 1350 FT LEGEND: LONG TERM EASEMENTS AND RIGHT OF WAYS AIRPORT PARCEL PROPOSED WORK AREA ZONING LINE BETA PUD BOUNDARY BETA LEASE BOUNDARY 1 4/10/2024 CITY COMMENTS S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E 11 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING EXISTING APRON TO REMAIN UE 2 4 ' 207' 198' 200' 15 ' 2' 24' 13.37 ' 1 1 . 2 2 ' R10' R5' R5' R3' R10' 9' 1 2 . 1 ' R5' R3'R38'R5' R5' ±75' RELOCATED SECURITY FENCE 50'± RETAINING WALL (HIGHEST WALL HEIGHT=±2') RECONFIGURE/EXPAND PARKING 66 SPACES (26 NET INCREASE) STRIPED ADA COMPLIANT PEDESTRIAN WALKWAY EXISTING RETENTION BASIN RELOCATED FIRE HYDRANT EXISTING OVERHEAD DOOR TYP. BETA LIGHT POLE, TYP. BETA LEASE LINE PROPOSED BIORETENTION AREA EXISTING ASPHALT PAVEMENT TO BE REHABILITATED (20,084 SF) PROPOSED FULL DEPTH ASPHALT PAVEMENT (7778 SF) PROPOSED CONCRETE PAD EXPANSION (2.8'x6.3') PROPOSED CONCRETE SIDEWALK (34.5'x4.1') 64.79' 64.79'47.91' 30.67' VERMONT FLIGHT ACADEMY LEASE LINE RELOCATED GATE CARD READER 7 4 ' R62' RIP RAP CHANNEL LINING EXISTING SECURITY FENCE & GATE TO REMAIN SEE SHEET SP-02 FOR DETAILED VIEW PROPOSED CONCRETE HVAC EQUIPMENT PAD (24' X 5') 15' PROPOSED OVERHEAD DOOR PROPOSED GENERATOR PAD PROPOSED TRANSFORMER PAD PROPOSED LAWN AREA ADA PARKING SIGNS MOUNTED ON EXISTING SECURITY FENCE PROPOSED LANDSCAPING AREAMAIN ENTRANCE EXISTING HANGER DOOR TO REMAIN EXISTING DUMPSTER, COMPOSTING, RECYCLING AREA 1 PROPOSED SNOW STORAGE AREA PROPOSED SNOW STORAGE AREA PROPOSED SNOW STORAGE AREA 1 1 1 9' TYP. 18' TYP. 24' TYP. 5' R49' R164.5' 12 CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR SITE PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET PROJECT DATA 1. APPLICANT / LAND OWNER: BURLINGTON SCHOOL DISTRICT 200 DAVINCI DRIVE SOUTH BURLINGTON, VERMONT 05403 2.EXISTING ZONING: AIRPORT INDUSTRIAL PARKING: 1 SPACE FOR EACH 2 EMPLOYEES ON MAXIMUM WORKING SHIFT. TOTAL EMPLOYEES = 10 REQUIRED: 5 TOTAL SPACES REQUIRED PROVIDED: 12 (UNSHARED), 79 TOTAL SPACES ADA SPACES REQUIRED: PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN REQUIRED (75-100 SPACE LOT): 4 SPACES) FOR TOTAL PARKING 50-100 SPACES PROVIDED (79 SPACE LOT): 4 SPACES ZONING: EXISTING:±796 ACRES AIRPORT INDUSTRIAL PROPOSED:±796 ACRES AIRPORT INDUSTRIAL TAX ACCOUNT NUMBERS:600-188-10911 SITE DATA FEATURE REQUIRED PROPOSED MINIMUM LOT SIZE, NONRESIDENTIAL 3 ACRES 796.05 ACRES MINIMUM FRONT YARD, FROM RIGHT-OF-WAY 50 FEET > 50 FT MINIMUM SIDE YARD 35 FEET > 35 FEET MINIMUM REAR YARD 50 FEET > 50 FEET MAXIMUM HEIGHT 40 FEET N/A MAXIMUM LOT COVERAGE 50%N/A 1 4/10/2024 CITY COMMENTS S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING MILLINGS GRAVEL AREA ASPHALT PARKING AREA ASPHALT P A V E M E N T L I M I T EXISTING CONCRETE PAD EXISTING ASPHALT 44 ' 12 4 ' 23' 23 . 5 ' 25' EXISTING DUMPSTER ENCLOSURE FENCE EXISTING ASPHALT EXISTING HYDRANT EXISTING GATE CARD READER RETAINING WALL WITH HANDRAIL PUMP STATION PANEL EXISTING SANITARY PUMP STATION EXISTING ELECTRIC TRANSFORMER EXISTING 8-10" DIA. TREE (TYP.OF 4) VERMONT FLIGHT ACADEMY LEASE LINE BETA TECHNOLOGIES LEASE LINE ZONING BOUNDARY EXISTING SITE LIGHT TYP. EXISTING SECURITY GATE ASPHALT PAVEMENT LIMITS 1 NEW PLAN SHEET TO PROVIDE SEPARATE EXISTING CONDITIONS PLAN CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ E X - 0 1 A \ 1 8 7 1 5 . 0 2 _ E X - 0 1 A . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND: EXISTING BUILDINGS EXISTING GRAVEL AREA EXISTING SECURITY FENCE EXISTING UTILITY POLES EXISTING DRAINAGE STRUCTURES EXISTING STORM DRAINAGE STRUCTURES EXISTING PARKING LOT LIGHT FIXTURES EXISTING SEWER STRUCTURES EXISTING OVERHEAD ELECTRICAL WIRES EXISTING LEASE LINES D S EXISTING CONDITIONS PLAN 1"=20' DEL AJF AJF 18715.02 03/01/2024 EX-01A PERMIT SET 1 5/28/2024 CITY COMMENTS UE UE UE UE UE UE UE 20 ' 5' 5' WIDE CONCRETE WALK PROPOSED 35.55'X10' ENTRANCE CANOPY EXISTING DUMPSTER/COMPOST RECYCLING ENCLOSURE LEVEL 2 EV CHARGING STATION (2 PORTS) PROPOSED BOLLARD (TYP.OF 4) 8' HIGH CHAINLINK FENCE WITH VINYL SLAT WITH 16' WIDE MANUEL SWING GATE EXISTING ASPHALT PAVEMENT SLOPE TO BE MODIFIED PROPOSED FRONT CONCRETE ENTRANCE AREA (471 SF) BIKE RACKS - 8 PROPOSED COVERED BIKE SPACES EXISTING LOADING DOCK WALL WITH HANDRAIL TO REMAIN PROPOSED LAWN AREA NO PARKING SIGN SIDEWALK CURB RAMP (TYP.) 6" CONCRETE CURB 10' PROPOSED EMERGENCY GENERATOR PAD (16' X 5') PROPOSED TRANSFORMER VAULT PAD (SEE ELECTRICAL PLANS) (12.5' X 7') 5' 5' BETA INSTALLED SITE LIGHT DETECTABLE WARNING STRIPS (TYP) SIDEWALK RAMP (TYP) ADA PARKING SIGN ADA PARKING SIGN BETA INSTALLED SITE LIGHT PROPOSED BOLLARD DETECTABLE WARNING UNITS (TYP) DETECTABLE WARNING UNITS (TYP) PROPOSED OVERHEAD DOOR OVERHEAD DOORWAY BOLLARDS (TYP. OF 6) EXISTING OVERHEAD DOOR PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) 27 . 7 1 ' GAS METER PROPOSED WHEEL STOPS BEGIN FLUSH CURB PROPOSED LANDSCAPING AREA (SEE DRAWING LL-01) MAIN ENTRANCE 2' 1' PROPOSED 6" CONCRETE CURB CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 5 10 15 FT BLDG PLAN 1"=5' DEL AJF AJF 18715.02 03/01/2024 SP-02 PERMIT SET LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY MANDOOR OVERHEAD DOOR BOLLARD S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K SD SD SD GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING ADJUST RIM TO ±313.5 BETA SAND FILTER SYSTEM FFE=318' PROPOSED BIO RETENTION AREA EXISTING DMH98: 48" Ø RIM ELEV = 316.50' EXISTING DMH109: 48" Ø RIM ELEV = 319.05' EXISTING CB43: 60" Ø RIM ELEV = 316.50 TC=317.90' BC=317.90' CURRENT DRIVEWAY RECENTLY INSTALLED BY BETA TO REMAIN W W G G G UE EXISTING SD-142 RIM: 315.89 INV IN: 303.48 (15") INV IN: 304.20 (15") INV OUT: 306.02 (15") PROPOSED D-1 RIM: 312.55 INV OUT: 307.38 (15") EXISTING CB-63 RIM: 310.60 INV IN: 304.20 (15") INV OUT: 304.20 (15") EXISTING CB-66 RIM: 310.19 INV OUT: 304.58 (15") 312 3 1 3 315 31 2 3 1 2 312 31 3 314 316 317 318 317 TC=317.90 BC=317.40 TC=317.90 BC=317.40 317.33 317.09 317.10 317.40 317.54 320.49 319.00 317.84 314.50 313.00 312.90 313.76 313.15 312.57 311.67 314.00 316.00 315.50 TC=317.40 BC=317.40 MATCH EXISTING MATCH EXISTING MATCH EXISTING ASPHALT CONCRETE PAD ELEV. 318.00 GENERATOR PAD ELEV. 318.00 TRANSFORMER PAD ELEV. 318.00 318.00 MATCH EXISTING 317.00 MATCH EXISTING 12" THICK RIP RAP LINING TC=317.70 BC=317.90 BEGIN RETAINING WALL END RETAINING WALL (43.5 LF) 79.4 8 ' MIN. DISTANCE TO EXISTING WETLAND TOP OF BANK 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - G R A D . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CONTOUR PROPOSED CONTOUR GRADING LIMITS EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE PAVEMENT RESURFACING AREA PROPOSED DRAINAGE PIPE SPOT ELEVATIONS (EXISTING/PROPOSED) 799 D GRADING & DRAINAGE 1"=20' JES AJF AJF 18715.02 03/01/2024 GR-01 PERMIT SET 1 4/10/2024 CITY COMMENTS 315.4/ S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K FM FM FM FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE W W G G G UE EXISTING BETA SITE LIGHT POLE, TYP. EXISTING UTILITY POLE TO REMAIN EXISTING UTILITY POLE TO REMAIN EXISTING STORM CATCH BASIN TO REMAIN EXISTING STORM CATCH BASIN TO REMAIN EXISTING BIO RETENTION BASIN EXISTING STORM CATCH BASIN TO REMAIN RELOCATE FIRE HYDRANT CAP EXISTING HYDRANT LATERAL EXISTING SANITARY PUMP STATION TO REMAIN & BE REFURBISHED EXISTING TRANSFORMER TO BE REMOVED EXISTING WATER SERVICE TO REMAIN (8" DI PIPE) SANITARY FORCEMAIN TO REMAIN (2" SCH 80 PVC) EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING EXISTING SANITARY FORCE MAIN BELIEVED TO BE ABANDONED 24' X 5' HVAC PAD AREA NEW PUMP STATION CONTROL PANEL PROPOSED DRAINAGE INLET & PIPE 12.5' PROPOSED EMERGENCY GENERATOR (SEE ELECTRICAL PLANS) EXISTING WATER SERVICE TO REMAIN (SEE PLUMBING PLANS) PROPOSED TRANSFORMER (SEE ELECTRICAL PLANS) RELOCATED 2" GAS SERVICE (SEE BUILDING PLANS) RELOCATED FIRE HYDRANT NEW TAPPING SLEEVE & VALVE ON EXISTING 8" DI WATER LINE UNDERGROUND ELECTRICAL SERVICE TO EV CHARGING STATION (SEE ELECTRICAL PLANS) WINTER SERVICE ROOM ELECTRICAL SERVICE ROOM CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - U T I L . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE EXISTING/PROPOSED HYDRANT FORCE MAIN WATER OVERHEAD ELECTRICAL WIRES UNDERGROUND ELECTRICAL WIRES EXISTING LIGHT POLES D FM UE UTILITY PLANS 1"=20' DEL AJF AJF 18715.02 03/01/2024 UT-01 PERMIT SET S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE W W G G G UE EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING ADJUST RIM TO ±313.5 RIM INV. BETA SAND FILTER SYSTEM FFE=318' CONCRETE WASHOUT AREA 312.00 EXISTING SD-142 RIM: 315.89 INV IN: 303.48 (15") INV IN: 304.20 (15") INV OUT: 306.02 (15") PROPOSED D-1 RIM: 312.55 INV OUT: 307.38 (15") EXISTING CB-63 RIM: 310.60 INV IN: 304.20 (15") INV OUT: 304.20 (15") EXISTING CB-66 RIM: 310.19 INV OUT: 304.58 (15") 314.69 315.04 315.40 314.50 313.62 316.00314.00 313.00 312.50 312.00 313.00311.67 313.75 313.15 312.72 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF IP IP IP 316 317 318 319 315 31 2 31 3 314 3 1 2 3 1 3 317 3 1 2 IP SF SF SF PROPOSED SILT FENCE SITE DEMARCATION FENCE SITE DEMARCATION FENCE SITE DEMARCATION FENCE CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E R O S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CONTOUR PROPOSED CONTOUR GRADING LIMITS EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE INLET PROTECTION 799 D IP EROSION PREVENTION & SEDIMENTATION CONTROL 1"=20' JES AJF AJF 18715.02 03/01/2024 EPSC-01 PERMIT SET S S D D FD FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R FM FM FM FM FM FM FM FM FM FM FM FM FMEXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) BETA TECHNOLOGIES BUILDING EXISTING BETA SITE LIGHT POLE, TYP. EXISTING TREE TYP. 5.3 4.2 2.8 5.8 5.6 4.4 3.0 1.9 4.4 5.0 4.7 3.8 2.6 1.7 1.1 3.3 3.6 3.7 3.5 2.9 2.1 1.4 3.8 3.2 2.9 2.7 2.4 2.0 1.5 5.5 4.2 3.1 2.4 2.0 1.7 1.4 6.6 6.4 5.4 4.0 2.9 2.1 1.6 1.3 5.7 5.5 5.3 4.5 3.4 2.4 1.7 4.0 3.7 3.2 2.5 1.8 2.4 2.1 1.71.4 3.72.8 4.7 3.9 1.6 2.7 7.6 12.8 5.8 0.8 0.7 1.7 4.5 8.8 10.0 1.6 0.5 0.4 0.4 0.4 0.8 1.9 4.7 4.9 1.7 0.8 0.2 0.2 0.2 0.2 0.3 0.4 0.8 1.5 1.7 1.2 0.9 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.9 1.0 1.5 2.3 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.2 2.8 8.0 11.6 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.7 1.2 3.0 9.9 18.3 15.7 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.1 2.3 5.3 13.7 15.6 10.6 0.1 0.1 0.2 0.2 0.4 0.6 1.0 1.7 3.4 6.5 8.7 8.2 6.0 0.1 0.1 0.2 0.3 0.5 0.8 1.3 2.2 3.5 4.7 4.8 3.8 2.5 0.1 0.1 0.2 0.2 0.4 0.6 0.9 1.4 2.0 2.5 2.6 2.2 1.7 1.4 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.2 1.4 1.5 1.4 1.3 1.3 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.9 0.9 1.0 1.2 1.5 2.2 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.9 3.1 5.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.3 2.1 3.9 6.8 9.9 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.2 2.1 3.9 6.8 9.9 10.3 0.1 0.2 0.2 0.3 0.4 0.7 1.1 1.8 3.1 5.1 7.0 7.3 6.1 0.1 0.2 0.2 0.3 0.5 0.8 1.4 2.1 3.2 4.1 4.3 0.1 0.2 0.3 0.4 0.6 0.9 1.4 1.8 2.3 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.1 0.1 0.2 0.2 0.3 0.4 0.1 0.2 0.20.1 0.30.8 0.5 0.4 0.7 2.0 1.6 1.2 0.9 0.6 1.3 1.1 1.0 0.8 2.9 2.7 2.2 1.8 1.4 1.0 0.7 1.8 1.8 1.7 1.5 1.2 0.9 2.4 3.0 3.7 3.4 3.0 2.5 2.0 1.5 1.0 0.7 2.4 2.5 2.6 2.5 2.3 1.9 1.3 2.6 3.3 3.6 4.2 4.2 3.6 3.2 2.6 2.0 1.5 1.1 2.8 3.1 3.3 3.7 3.8 3.6 2.9 1.8 1.1 3.7 4.9 4.1 3.9 3.8 3.6 3.2 2.7 2.1 1.6 1.4 3.1 3.6 4.0 4.2 5.0 5.7 5.6 3.9 2.4 1.4 0.8 0.6 4.3 4.5 3.9 3.8 3.8 3.6 3.2 2.7 2.2 1.9 1.9 3.4 4.1 4.7 4.9 5.2 6.3 8.0 7.2 4.9 2.9 1.7 1.0 3.7 4.5 4.3 4.5 4.1 4.0 3.7 3.2 2.8 2.6 2.8 3.9 4.4 5.0 5.6 5.6 6.7 7.8 8.8 7.8 5.7 3.5 3.6 5.2 4.8 4.2 4.3 4.3 3.9 3.5 3.5 3.7 4.0 4.4 4.8 5.2 5.5 5.7 7.0 7.3 8.2 8.1 7.5 5.6 3.6 4.5 4.5 4.5 4.9 4.5 4.3 4.4 4.6 4.9 5.2 5.8 6.1 6.2 6.6 6.8 3.6 6.8 6.3 5.7 3.9 4.9 4.9 4.8 4.8 4.8 5.0 5.4 5.6 6.1 7.4 8.3 8.3 7.3 6.6 5.6 3.3 4.3 5.1 4.6 4.4 4.9 5.5 6.0 6.2 7.1 9.3 11.5 11.2 8.0 5.5 4.1 4.4 4.4 4.5 5.2 5.9 6.5 6.8 8.9 14.2 15.0 11.1 7.6 5.2 4.1 5.0 5.4 5.9 6.2 8.4 14.7 22.0 15.8 8.7 4.7 5.0 4.8 5.9 8.5 15.7 19.0 7.8 4.0 4.2 4.9 5.9 6.2 5.0 3.6 3.8 3.3 3.0 FL1 FL1 FL1 FL1 WP1 WP1 FL1 FL1WP1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L I G H T I N G - E . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING SITE LIGHT POLES EXISTING BUILDING MOUNTED LIGHTS EXISTING TREES EXISTING LIGHTING & LANDSCAPING ---- ---- AJF AJF 18715.02 03/01/2024 LL-01 PERMIT SET FL1/WP1 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts 4 Exist Pole SINGLE N.A.0.950 GALN-SA6A-740-U-T4W 182 6 EX FL1 SINGLE 8522640 1.000 EXISTING FLOOD LIGHT 75 3 EX WP1 SINGLE N.A.1.000 EXISTING WALL PACK 40 S S D D FD FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R FM FM FM FM FM FM FM FM FM FM FM FM FM W W G G G UE EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) BETA TECHNOLOGIES BUILDING X2 X2 X2 X2 X2 X1 (2) X2 X2 EXISTING BETA SITE LIGHT POLE, TYP. PROPOSED LANDSCAPING BED PROPOSED LAWN AREA CS 2CS 5 BG 9 SC 23 0.3 0.2 1.4 0.8 0.4 2.5 2.6 1.6 0.9 4.3 3.0 2.2 1.7 3.4 4.0 2.8 2.1 4.8 4.3 3.2 2.5 11.5 3.5 2.9 2.6 3.2 2.7 2.4 0.2 1.2 1.8 1.8 0.3 0.8 1.00.4 3.5 3.3 1.56.6 3.5 6.0 2.0 1.5 0.7 0.5 0.60.6 1.4 1.53.6 5.0 1.88.1 4.9 1.94.3 3.5 6.5 6.5 15.2 7.4 11.2 5.310.2 8.8 2.85.3 2.6 1.01.1 0.5 0.4 0.3 0.2 0.3 0.7 0.6 0.5 0.3 0.2 0.3 0.5 0.7 0.8 0.9 1.0 0.9 0.7 0.5 0.3 0.2 0.5 0.7 1.0 1.2 1.3 1.4 1.3 1.0 0.8 0.5 0.4 0.2 0.3 0.7 1.1 1.4 1.6 1.7 1.8 1.7 1.5 1.1 0.8 0.6 0.4 0.2 0.5 0.7 1.5 1.9 2.0 2.0 2.1 2.2 2.0 1.6 1.2 0.9 0.6 0.4 0.2 1.0 0.9 0.7 0.6 2.6 2.4 2.3 2.5 2.8 2.6 2.2 1.7 1.3 0.9 0.6 0.4 0.3 1.2 1.3 1.2 1.1 0.9 0.6 2.3 2.4 2.8 3.6 3.4 2.9 2.4 1.9 1.4 0.9 0.6 0.4 0.4 1.5 1.7 1.7 1.6 1.5 1.3 1.0 0.5 3.3 3.5 4.2 4.1 3.5 3.1 2.6 2.0 1.4 1.0 0.7 0.7 1.8 2.1 2.2 2.0 1.9 2.0 2.1 1.9 4.9 4.1 4.1 3.9 3.6 3.2 2.6 1.9 1.4 1.1 1.1 1.2 2.1 2.4 2.7 2.7 2.2 2.3 2.3 4.6 3.9 4.0 3.8 3.6 3.2 2.6 2.0 1.7 1.6 1.8 2.2 2.4 2.8 3.2 3.5 3.1 2.3 2.3 2.6 2.2 4.4 4.5 4.0 3.9 3.7 3.2 2.7 2.4 2.4 2.6 2.9 3.1 3.4 3.9 4.1 3.3 3.2 2.5 2.0 0.8 4.7 4.1 4.2 4.2 3.8 3.4 3.2 3.2 3.4 3.5 3.6 3.7 3.6 3.7 4.6 3.7 2.9 1.1 4.6 4.5 4.4 4.9 4.4 4.1 4.0 4.0 4.0 4.0 3.9 3.7 3.6 4.0 3.9 3.9 5.2 4.9 4.9 4.9 4.6 4.6 4.6 4.5 4.3 4.5 4.5 4.1 3.8 3.3 5.3 4.6 4.5 4.8 5.1 5.2 4.8 4.3 4.7 5.3 5.0 2.6 4.5 4.5 4.9 5.4 5.6 4.8 4.6 4.5 4.9 2.8 4.8 5.0 5.2 4.9 5.3 6.9 11.3 2.5 4.5 4.4 5.1 9.8 10.8 10.4 4.2 4.1 10.3 8.6 4.73.8 4.4 6.02.2 4.5 8.31.6 3.8 3.21.1 1.2 0.6 1.10.9 2.4 4.8 0.5 2.3 7.60.8 3.0 3.60.8 1.3 0.80.5 0.3 0.8 X2 X3 X3 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L I G H T I N G . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING SITE LIGHT POLES PROPOSED BUILDING MOUNTED LIGHTS PROPOSED PLANTINGS X2 SC 3 LIGHTING & LANDSCAPING PLAN 1"=20' DEL AJF AJF 18715.02 03/01/2024 LL-02 PERMIT SET PLANTING NOTES 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE OWNERS REPRESENTATIVE WILL BE REJECTED. 4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. 8.THE OWNERS REPRESENTATIVE RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE OWNERS REPRESENTATIVE. 10.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 11.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 12.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 13.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE OWNER'S REPRESENTATIVE. 14.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 15.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION OF PLANTING, AND UNTIL FINAL ACCEPTANCE. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY. 16.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 17.ACCEPTANCE STANDARDS: 17.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 17.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 18.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE OWNERS REPRESENTATIVE, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 19.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 20.GRASS SEED SHALL BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85%95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25%90%90% 21.PLANTING SOIL & TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, PLANTING SOIL /TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 #270 22 55 PPM .002 2 7 PLANTING SCHEDULE: SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING SHRUBS CS 7 Cornus sericea 'Artic Fire'DWARF RED TWIG DOGWOOD #3 3' O.C. ORNAMENTAL GRASS BG 9 Bouteloua gracilis 'Blonde Ambition'BLUE GRAMA GRASS PLUGS 24" O.C. SC 23 Schizachyrium scoparium 'Blaze'LITTLE BLUESTEM PUGS 18" O.C. 1 SHRUB PLANTING SCALE: NTS 2 GRASS PLANTING SCALE: NTS SPACE SHRUBS AS INDICATED ON PLANS 3" BARK MULCH SET CROWN FLUSH WITH TOP OF MULCH PLANT GRASSES IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 12" MIN18 " M I N 6" MIN 12 " M I N 1. PROVIDE INTEGRAL EMERGENCY BATTERY (14 WATT OR SIMILAR) FOR ALL FIXTURES WITH "E" EMERGENCY DESIGNATION NOTES: LIGHT FIXTURE SCHEDULE TYPE MARK DESCRIPTION WATTS (W)MANUFACTURER MODEL VOLTAGE MOUNTING SWITCH ID COMMENTS X1 SURE-LITES EUX SERIES UNIVERSAL MOUNT 11 COOPER LIGHTING EUX7-1-R-WH MVOLT SURFACE AND WALL X2 Wavestream and 1-2 Light Squares 32 COOPER LIGHTING CCW LED UNV.SURFACE AND WALL X3 Wavestream and 1-2 Light Squares 32 COOPER LIGHTING CCW LED UNV.SURFACE AND WALL FD S S S S D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D UG T U G T UG T UG T UGT UGT UG T G 8" ø G T S 8" ø G T R 8" ø G T S 8"ø G T R X X X X > X X 4"POP L A R ( 2 ) VENT P I P E 14"MA P L E 14"MA P L E CON C . W A L K GATE 10"AP P L E 11 12 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING BETA LEASE LINES` BETA TECHNOLOGY MASTER PLAN BOUNDARY OVERALL AIRPORT PROPERTY LINE VERMONT FLIGHT ACADEMY LEASE LINE EXISTING UTILITY EASEMENT ZONING BOUNDARY 1 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - M A S T E R P L A N L I M I T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T MASTER PLAN LIMITS 1"=80' ---- AJF AJF 18715.02 03/01/2024 MP-01 PERMIT SET SCALE 0 80 160 240 FT LEGEND PROPOSED EXISTING PAVEMENT REHABILITATION PROPOSED NEW FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN EXISTING BUILDINGS BETA MASTER PLAN BOUNDARY LEASE LINES PROPERTY LINES EXISTING UTILITY EASEMENT ZONING BOUNDARY 1 4/10/2024 CITY COMMENTS UP FLOOR PLAN GENERAL NOTES 1. DIMENSIONS: ALL INTERIOR DIMENSIONS ARE TO FACE OF GWB OR TILE FINISH UNLESS OTHERWISE NOTED. EXTERIOR DIMENSIONS ARE TO NOMINAL CORNER OF MASONRY UNLESS NOTED OTHERWISE. 2. PLANS ARE TO BE VIEWED IN CONJUNCTION WITH CIVIL, LANDSCAPE, STRUCTURAL, MEP/FP AND ALL OTHER TRADES, AS APPROPRIATE. DISCREPANCIES ARE TO BE BROUGHT TO THE ARCHITECT’S ATTENTION FOR RESOLUTION BEFORE COMMENCING WORK. 3. ALL NON-ARCHITECTURAL INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. 4. REFER TO CIVIL PLANS FOR LIMIT OF WORK. 5. REFER TO G200 LIFE SAFETY PLANS FOR LOCATIONS OF SMOKE AND FIRE RESISTANT RATED CONSTRUCTION. 6. THE DISTANCE FROM THE HINGE SIDE OF THE DOOR TO THE FACE OF ADJACENT PERPENDICULAR WALL SHALL BE 6 INCHES (INCLUDING FRAME) UNLESS NOTED OTHERWISE. 7. ALL VERTICAL AND HORIZONTAL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE BE SEALED WITH UL-LISTED FIRESAFING AND/OR SEALANT ASSEMBLIES TO MAINTAIN RATING. 8. KEEP STANDPIPES AND ASSOCIATED ASSEMBLIES CLEAR OF THE REQUIRED PATH OF EGRESS. ALSO SEE SYMBOL LEGEND ON COVER SHEET. EXISTING WALL/ COLUMN TO REMAIN NEW METAL STUD / GYPSUM WALLBOARD WALL NEW STEEL/ CONCRETE COLUMN - SEE STRUCTURAL FLOOR PLAN LEGEND FIRE EXTINGUISHER CABINET: FEC-1: SEMI-RECESSED CABINET W/ FE-1 FEC-2: SURFACE MOUNT CABINET W/ FE-1 FIRE EXTINGUISHER ON WALL BRACKET: FE-1: MULTI-PURPOSE DRY CHEM. EXTINGUISHER (TYPE A-B-C) FE-2: KITCHEN/ GREASE EXTINGUISHER (TYPE K) FEC-X FE-X GWB COLUMN ENCLOSURE GCE ALSO SEE WALL TYPES SHEET A004 NEW MASONRY WALL 101 Room name 101 150 SF 1i A ROOM NAME ROOM NUMBER ROOM TAG - SEE A900 FOR FINISHES DOOR NUMBER DOOR TAG - SEE SHEET A800 WALL TYPE WALL TAG - SEE SHEETS A003, A004 WINDOW TAG SEE SHEET A810 WHERE A WALLTYPE LEADER PASSES THROUGH 2 OR MORE WALLS, ALL OF THOSE WALLS SHALL BE OF THE TYPE INDICATED CURTAINWALL TYPE SEE SHEET A700 CW N N - PROJECT NORTH T - TRUE NORTH m - MAGNETIC NORTHTm4'0 8' 16' GRAPHIC SCALE A2002 A201 2 A201 1 A200 1 - - - - -- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I 127 SF ENTRY VESTIBULE 101 191 SF WATER SERVICE AND FIRE PUMPS 102 159 SF ELECTRIC SERVICE ENTRY 103 5,379 SF AVIATION SHOPS 132 11,695 SF AVIATION HANGAR 150 754 SF ADULT AVIATION CLASSROOM 144 126 SF OFFICE 143 55 SF RESTROOM 136 211 SF REFERENCE 139 204 SF OFFICE AND RECORDS 141 229 SF CATERING KITCHEN / KITCHENETTE 115 633 SF AVIATION CLASSROOM 133 576 SF BTC PROGRAM CLASSROOM 121 178 SF STORAGE 116.2 575 SF ADV. MAN. CLASSROOM 123 233 SF STORAGE 132.2 HEADROOM AT DOOR LIMITED AT 27'-11" TO 28' -0" VIA HORIZONTAL PIPE 14 0 ' - 2 " 14 ' - 7 " 6'-8 3/4"238'-6 3/4" 84 SF PAINT BOOTH 132.3 57 SF JC 135 104 SF BATTERY 132.5 104 SF BATTERY 132.4 18'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-0" 1'-0 3/4" 8" 2 0 ' - 1 3 / 8 " 1 1 ' - 8 1 / 2 " 1 7 ' - 8 1 / 8 " 2 0 ' - 0 " 2 0 ' - 0 " 2 0 ' - 0 " 2 0'- 0 " 9 ' - 4 " 8 " 8'-0" 1,194 SF ENTRY COMMONS / BUS WAITING 110 28'-8" OVERHEAD COILING FIRE SHUTTER 1-HR 38'-7 1/8"6'-0" 6'- 0 " 19 ' - 8 " 9'-6"15'-6" 13 ' - 3 " LOCATION OF EXISTING PLUMBING WALL NEW TWO HOUR RATED EXTERIOR WALL CONSTRUCTION EXTENDS TO EAVE LINE 16'-0" SECURED HANGER ACCESS SECURED APRON ACCESS SECURED HANGER ACCESS SECURED HANGER ACCESS - 1 HOUR RATED COILING DOOR SECURED HANGER DOOR (EMERGENCY EGRESS ONLY) 6'- 4 " +/ - 6 ' - 6 1 / 8 " 8'-7 3/4" 56 SF RESTROOM 138 6'-0"5'-1 5/8" SECURED AVIATION PROGRAMS ACCESS (EGRESS TOWARD NORTH ON 15 SECOND ALARMED TIME DELAY) 6,829 SF BTC SHOPS 116 6'-6"5'-2 5/8" 263 SF CORRIDOR 120 42 SF JC 126 52 SF RR 124 52 SF RR 122 EXIST. OVERHEAD DOOR LOCATION, INFILL WALL GLAZED OVERHEAD SECTIONAL DOORS BICYCLE PARKING 4 U-RACKS - 8 SPOTS SEE CANOPY ABOVE SECURED APRON ACCESS EXTERIOR DUST COLLECTION 240 SF SIMULATOR AND SAMPLES 132.1 992 SF CORRIDOR 130 13'-9 3/4" OBSERVATION WINDOW 27'-0"28'-8"9'-8 5/8" 109 SF OFFICE 113 108 SF OFFICE 111 8'-0"12'-0" STRUCTURAL CROSS-BRACING STRUCTURAL BRACING 13 ' - 8 " BUS ARRIVAL / PICK-UP MONITOR 150C 116.1B116.1A132D132C 101B 141 150B 134B 150A 134C 134D 143 115A 144 139 136 138 135 133 123 103 114D 116.2 116 124 122126 132.5 132.4 132.3 103 113 111 121 130A 130B 228 SF AM - CONDITIONED TOOLS 116.3 116.3B RATED WALL CONTINUES AT MEZZANINE ABOVE 6'-6 1/2" 3 A300 SECURED AVIATION PROGRAMS ACCESS - 1 HOUR RATED COILING DOOR SECURED AVIATION PROGRAMS ACCESS SECURED HANGER ACCESS ADULT AVIATION NON-HANGER SHOP HIGH SCHOOL AVIATION SHOP ADVANCED MANUFACTURING SHOP BTC PROGRAM 4 SHOP 6'- 0 "101A 8'- 0 " 84 SF IT RACK 134 132.1 134 -- 2 WALL MOUNT BIKE PARKING - SEE 130 15 16 C.1 A.1 3'-0" 4'-0" 13'-0" - - /2 A100 /2 A100 U-RACK AT EXTERIOR BIKE PARKING, BOLTED TO CONCRETE WALL-MOUNTED RACK, DOUBLEUP (THEPARKCATALOG.COM) OR SIMILAR WITH LOCKING BAR DURABLE/WASHABLE WALL FINISH TO RESIST SCUFFING OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated BDL Designer Checker 11/17/2023 FLOOR PLAN A100 Permit Set SCALE:1/8" = 1'-0"A100 1 GROUND LEVEL NO. DATE DESCRIPTION SCALE:1/2" = 1'-0"A100 2 BIKE PARKING UP A2002 A201 2 A201 1 A200 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I 2,057 SF MEZZANINE 200 434 SF MECHANICAL 201 OPEN TO HANGAR BELOW HEADROOM AT DOOR LIMITED AT 27'-11" TO 28' -0" VIA HORIZONTAL PIPE 14'-6" 14'-6" WALL EXTENDS FLOOR TO ROOF DECK 18" COLD FORMED METAL STUDS 2 LAYERS TYPE 'X' GWB EA. SIDE (FOR ACOUSTICS) ALL PENETRATIONS FIRE CAULKED 1 - FIRE HOUR RATED PARTITION WALLS IN THIS AREA (INCLUDING AT PERIMETER) EXTEND 14' TO NEW STRUCTURAL SUBFRAME 6" COLD FORMED METAL STUDS SPANNING WITH 1/2" PLYWOOD AND 1/2" GWB SHEATHING LAYERS 6" MINERAL FIBER INSULATION ON TOP APPROXIMATE LENGTH OF NEW TWO HOUR RATED EXTERIOR WALL RATED EXTERIOR WALL CONSTRUCTION EXTENDS TO EAVE LINE 3 A300 OPEN TO AVIATION SHOPS BELOW OPEN TO BTC SHOPS BELOW WALL EXTENDS FLOOR TO ROOF DECK 18" COLD FORMED METAL STUDS -- 15 16 C.1 A.1 - - N N - PROJECT NORTH T - TRUE NORTH m - MAGNETIC NORTHTm4'0 8' 16' GRAPHIC SCALE OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" BDL Designer Checker 11/17/2023 MEZZANINE FLOOR PLAN A101 Permit Set SCALE:1/8" = 1'-0"A101 1 MEZZANINE NO. DATE DESCRIPTION GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" A B C D E F G H I LOWER MEZZANINE 13'-2 1/2" C.1A.1 RECEPTACLE, SEE ELEC. DOUBLE GLAZED THERMALLY BROKEN STOREFRONT ENTRY DOORS EXISTING SIDING, PAINT SOUTH ELEVATION 3'-0" X 7'-0" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 18 INFILL AT REMOVED OPENING WITH SIDING TO MATCH EXISTING, TYP. MECHANICAL EQUIPMENT DISCONNECT, TYP. OF 3, SEE MECH. AND ELEC. KNOX BOX DISCONNECT PANEL AND METER, TYP. OF 2, SEE ELEC. PAD MOUNTED TRANSFORMER, SEE ELEC. PAD MOUNTED EMERGENCY GENERATOR, SEE ELEC. ALUMINUM COMPOSITE MATERIAL CANOPY FASCIA PAINTED OVER GALVANIZED 6X6 HSS STEEL COLUMNS +/ - 4 5 ' - 5 " E X I S T I N G H E I G H T GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" ABCDEFGHI LOWER MEZZANINE 13'-2 1/2" EXISTING HANGAR DOOR TO REMAIN, REPLACE ALL SEALS DOWNLIGHT, SEE ELEC. RECEPTACLE, SEE ELEC. WEST SIDING REPAINT EXTEND AND END AT INSIDE CORNER +/ - 4 5 ' - 5 " E X I S T I N G H E I G H T OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" BDL Designer Checker 11/17/2023 EXTERIOR ELEVATIONS - NORTH AND SOUTH A200 Permit Set SCALE:1/8" = 1'-0"A200 2 PROJECT SOUTH ELEVATION NO. DATE DESCRIPTION SCALE:1/8" = 1'-0"A200 1 PROJECT NORTH ELEVATION GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 LOWER MEZZANINE 13'-2 1/2"BOILER MEZZANINE 12'-0" AREA OF NEW EXTERIOR 2 HOUR RATED WALL RE-BUILD 3 A300 15 16 RECEPTACLE, TYP. OF 3, SEE ELEC. INSULATED HOLLOW METAL DOOR IN THERMALLY BROKEN FRAME, PAINTED, TYP. OF 2. ELECTRICAL EQUIPMENT AND CANOPY, SEE SOUTH ELEVATION EXISTING SIDING, PAINT WEST ELEVATION EXISTING ROOF, TO REMAINDOWNLIGHT, TYP. OF 2, SEE ELEC. 6'-0" X 4'-6" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 18 LIMIT OF REPAINTED SIDING, INSIDE CORNER BEYOND, SEE NORTH ELEVATION INFILL AT REMOVED OPENING WITH SIDING TO MATCH EXISTING, TYP. MECHANICAL EQUIPMENT DISCONNECT, TYP. OF 3, SEE MECH. AND ELEC. 1'-2" X 1'-2" LOUVER, TYP. OF 4, SEE MECH. 3'-6" X 3'-6" LOUVER, TYP. OF 2, SEE MECH. GROUND MOUNTED MECHANICAL EQUIPMENT, TYP. OF 3, SEE MECH. AND CIVIL KNOX BOX COILING OVERHEAD DOOR OPENING PROTECTIVES FOR 2 HOUR RATED WALL, TYP. OF 3 90 MINUTE INSULATED HOLLOW METAL DOOR IN THERMALLY BROKEN FRAME, PAINTED GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" 1234567891011121314 LOWER MEZZANINE 13'-2 1/2" BOILER MEZZANINE 12'-0" 3 A3001516 RECEPTACLE, TYP. OF 4, SEE ELEC. INSULATED HOLLOW METAL DOOR IN THERMALLY BROKEN FRAME, PAINTED, TYP. OF 5. EXISTING OVERHEAD DOOR, TO REMAIN 10' X 10' DOUBLE GLAZED INSULATED SECTIONAL DOOR, TYP. OF 2. ELECTRICAL EQUIPMENT AND CANOPY, SEE SOUTH ELEVATION EXISTING SIDING, TO REMAINEXISTING ROOF, TO REMAIN DOWNLIGHT, TYP. OF 5, SEE ELEC. 3'-0" X 5'-6" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 5 3'-0" X 7'-0" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 22 3'-0" X 4'-0" R.O. DOUBLE GLAZED PULTRUDED FIBERGLASS WINDOW, TYP. OF 7 INTAKE HOOD, TYP. OF 4, SEE MECH. INTAKE HOOD, TYP. OF 2, SEE MECH. EXTEND REPAINT 8" ON EAST ELEVATION, SEE SOUTH ELEVATION OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 1/8" = 1'-0" Author Designer Checker 06/10/21 EXTERIOR ELEVATIONS - EAST AND WEST A201 Permit Set NO. DATE DESCRIPTION SCALE:1/8" = 1'-0"A201 1 PROJECT WEST ELEVATION SCALE:1/8" = 1'-0"A201 2 PROJECT EAST ELEVATION GROUND LEVEL 0" MEZZANINE 14'-6" ROOF-MAIN SPRING LINE 39'-3" A B C D E F G H I BOILER MEZZANINE 12'-0" 6,829 SF BTC SHOPS 116 178 SF STORAGE 116.252 SF RR 122 263 SF CORRIDOR 120 576 SF BTC PROGRAM CLASSROOM 121 3'- 9 3 / 4 " 10 ' - 0 " RATED DOOR AT HANGAR FIRE BARRIER BEYOND SEMI-CONDITIONED SPACE (HEATED TO MAINTAIN MIN. 50 F) ABOVE INSULATED CEILINGS C.1A.1 EXISTING HANGAR / SHOP SPACE SPACE HEATING MAINTAINED WITH UPDATED VERSION OF EXISTING SYSTEMS RENOVATED AN D CHANGE-OF-USE SPACES FOR EDUCATIONAL FUNCTIONS ISOLATED AND INSULATED WITHIN BUILDING. SPACES FULLY CONDITIONED WITH ELECTRIC HEAT PUMP AND VENTILATION SYSTEMS OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 234 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 3/16" = 1'-0" BDL Designer Checker 11/22/2023 BUILDING SECTION AND AXONOMETRIC A300 Permit Set SCALE:3/16" = 1'-0"A300 3 E-W BUILDING SECTION THROUGH CLASSROOMS AND SHOPS SCALE:A300 1 AXONOMETRIC OVERVIEW -SOUTHEAST NO. DATE DESCRIPTION SCALE:A300 2 AXONOMETRIC OVERVIEW -NORTHWEST Project Catalog #Type Prepared by Notes Date PS517016EN page 1 November 8, 2023 3:26 PM Top Product Features • New construction/remodel series; 500 to 6,000 lumens • Narrow, Medium and Wide distributions; Wall wash with rotatable linear spread lens • 2700K, 3000K, 3500K, 4000K, 5000K CCT; 80 or 90 CRI • Universal voltage 120V-277V; Standard 0-10V driver dims to 1% • Mounting frame converts to remodel that installs from below the ceiling • Rapid Response emergency backup mounting frames - fast delivery option Dimensional and Mounting Details HC6 | HM6 | 61 | 61PS 6-inch LED downlight and wall wash Typical Applications Office • Healthcare • Hospitality • Institutional • Mixed-Use/Retail Interactive Menu • Order Information page 2 • Product Specifications page 4 • Photometric Data page 5 • Energy & Performance Data page 8 • Connected Systems page 10 • Product Warranty additionalproduct diagrams NEW CONSTRUCTION - MID LUMEN3000 AND 4000 LUMEN NEW CONSTRUCTION - HIGH LUMEN4500 – 6000 LUMEN .5"[12.70mm](ceiling thickness) 6.06" [153.92mm](reﬂector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm] (trim ﬂange) trim height (see table) max module height(see table) LED height(see table)3.42"[86.77mm](driver height) .5"[12.70mm](ceiling thickness) 6.05" [153.72mm](reﬂector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm] (trim ﬂange) trim height (see table) max module height(see table) LED height(see table)3.42"[86.77mm](driver height) 6.06" [153.92mm](reﬂector inner aperture) 7.25" [184.15mm] (ceiling cut out) 7.75" [196.85mm] (trim ﬂange) trim height (see table) LED height (see table) max moduleheight (see table) .5"[12.70mm](ceiling thickness) NEW CONSTRUCTION - LOW LUMEN500 – 2500 LUMENS 4.2"[107.34mm] hanger bar bracketheight (removable) 3.42"[86.77mm](driver height) 8.6"[217.35mm] 26.4"[670.56mm] NEW CONSTRUCTION - MID LUMEN3000 AND 4000 LUMEN NEW CONSTRUCTION - HIGH LUMEN4500 – 6000 LUMEN .5" [12.70mm](ceiling thickness) 6.06" [153.92mm](reﬂector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim ﬂange) trim height(see table) max module height (see table) LED height(see table)3.42" [86.77mm](driver height) .5" [12.70mm](ceiling thickness) 6.05" [153.72mm](reﬂector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim ﬂange) trim height(see table) max module height (see table) LED height(see table)3.42" [86.77mm](driver height) 6.06" [153.92mm](reﬂector inner aperture) 7.25" [184.15mm](ceiling cut out) 7.75" [196.85mm](trim ﬂange) trim height(see table) LED height(see table) max module height(see table) .5"[12.70mm] (ceiling thickness) NEW CONSTRUCTION - LOW LUMEN500 – 2500 LUMENS 4.2" [107.34mm]hanger bar bracketheight (removable) 3.42" [86.77mm](driver height) 8.6"[217.35mm] 26.4"[670.56mm] Mid Lumen (3000 – 4000 Lumens) Distribution Max. Module Height Trim Height LED Height Narrow 6.6"3.4”3.8” Medium 6.7”3.5”3.9” Wide 6.5”3.3”3.7” Baffle 6.5”3.3”3.7” Product Certification Product Features Control Compatibility LITEWaveLinx PROWaveLinx Product Certifications NOTES: 1. Visit https://www.designlights.org/search/ to confirm qualification. Not all product variations are DLC qualified. 1 1 Project Catalog #Type Prepared by Notes Date PS516151EN page 1May 23, 2022 8:46 AM 16"[406mm] Front View Side View Back View Front View Side View Back Box 12-13/16"[326mm] 6-13/16"[173mm] 16"[406mm] 0.28"[7mm] 3"[76mm] 5-1/4"[133.4mm] 6-13/16"[173mm] 12-13/16"[326mm] Ø3-3/16"[81mm] 1-61/64"[50mm] 1-11/16"[43mm] 2-5/32"[55mm] 1- 15/64"[31mm] 1- 1/4"[32mm] 2- 1/2"[63mm] Wall Mount Luminaire Invue ClearCurve Wall Quick Facts • Available with Visual Comfort or Discrete optics configurations • Lumen packages from 1,600 to over 14,000 lumens (18W to 110W) • Efficacy up to 157 lumens per watt • Available with internal battery for emergency lighting Interactive Menu • Ordering Information page 2 • Product Specifications page 3 • Energy and Performance Data page 3 • Control Options page 8 Dimensional Details AVAILABLE COMP LIANT OPTIONSBAABUY AMERICAN ACT 16"[406mm] Front View Side View Back View Front View Side View Back Box 12-13/16"[326mm] 6-13/16"[173mm] 16"[406mm] 0.28"[7mm] 3"[76mm] 5-1/4"[133.4mm] 6-13/16"[173mm] 12-13/16"[326mm] Ø3-3/16"[81mm] 1-61/64"[50mm] 1-11/16"[43mm] 2-5/32"[55mm] 1- 15/64"[31mm] 1- 1/4"[32mm] 2- 1/2"[63mm] WaveStream LightSquares Connected Systems • WaveLinx Product Features Project Catalog #Type Prepared by Notes Date PS500052EN page 1September 29, 2023 1:22 PM Quick Facts • Lumen packages range from 3,300 - 73,500 (33W - 552W) • 17 optical distributions • Efficacy up to 159 lumens per watt Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Distributions page 5 • Product Specifications page 5 • Energy and Performance Data page 6 • Control Options page 11 Dimensional Details Area / Site Luminaire McGraw-Edison GALN Galleon II "A" 9-1/2" [241mm]"B" "A" "B"9 1/2"241mm 3-3/4"[94mm] "A" 9-1/2" [241mm]"B" "A" "B"9 1/2"241mm 3-3/4"[94mm] Number of Light Squares Width "A" Housing Length "B" Weight with Standard or QM Arm EPA with Standard or QM Arm 1-4 16"22"29 lb 0.95 5-6 22"22"39 lb 0.95 7-9 22"28-1/8"48 lb 1.1 NOTES: For arm selection requirements and additional line art, see Mounting Details section. Connected Systems • WaveLinx Lite • WaveLinx Standard Pole Mount Arm Light ARchitectTM NOTES: 1. Visit https://www.designlights.org/search/ to confirm qualification. Not all product variations are DLC qualified. 2. IDA Certified (3000K CCT and warmer only, fixed mounting options) 1 2 1 Product Certifications Product Features AVAILABLE COM PLIANT OPTIONSBAABUY AMERICAN ACT Pole Drilling Pattern Type "N"TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com May 1, 2024 Marla Keene, PE Development Review Planner City of South Burlington 180 Market Street South Burlington, VT 05403 Re: Burlington International Airport Burlington School District’s Aviation Technical Center Project Master Plan and Site Plan Review Application Dear Marla Keene, Thank you for your time to review our concurrent master plan and site plan application for the above reference project. We have included the list of application requirements, and our team’s response to where this information is now included in the chart below. Updated plansheets and exhibits have been included in our file transfer folder with the revision date in the file name. Master Plan Application Requirement City Comments Design Team Response Location of existing restrictions on land, such as easements and covenants. I believe there are stormwater easements & a ROW that has been offered to the City. There may be others? The overall sketch plan has been updated to include all existing restrictions on land. A complete survey of the subdivision, prepared by a licensed land surveyor, showing the location, bearing and length of every street line, lot line and boundary line, and existing and proposed restrictions on the land, including but not limited to access ways and utility easements. Where applicable, this information shall be tied to reference points previously established by the City. Since you are not proposing a subdivision, this is largely the same as the above The overall sketch plan has been updated to include all existing restrictions on land. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Master Plan Application Requirement City Comments Existing water courses & buffers, wetlands & buffers, base flood elevations if located in an area of special flood hazard, wooded areas, ledge outcrops, and other natural features. The buffer for the wetland to the south may encroach into the project area. Please show. The maximum number of vehicle trip ends (VTEs) and associated parking proposed for the property or properties subject to the master plan. The actual trip generation is omitted from the memo Site Plan Application Requirement City Comments Location of existing restrictions on land, such as easements and covenants. Maybe nothing on the actual site, but since these are the same plans as for the MP, please update as well Location of planned restrictions on land, such as easements and covenants. I assume there is a new easement on the Beta MP area proposed to support this project? The location of any outdoor storage for equipment and materials if any, and the location, type and design of all solid waste-related facilities, including dumpsters and recycling bins. Where will dumpsters / waste disposal be for this project? Design Team Response Wetland areas and their buffers will not be impacted by this project. The distance from the top of the bank to the nearest project disturbance is 79 feet. This dimension has been added to the Grading Drainage Plan, GR-01. The traffic memo was updated to include trip generation details. Design Team Response The overall sketch plan has been updated to include all existing restrictions on land. The overall sketch plan has been updated to include all existing restrictions on land. The Site Plan, SP-01, has been updated to label the location of the dumpsters/waste disposal for this project. In addition to the dumpster area, the revised site plan has the snow storage area labeled. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Site Plan Application Requirement City Comments Existing water courses & buffers, wetlands & buffers, base flood elevations if located in an area of special flood hazard, wooded areas, ledge outcrops, and other natural features. Same as for MP, please show wetland buffer and how it relates to project area A list of existing vegetation, with the location, type, and size of existing trees of six inches or greater in caliper. Existing veg is shown but labels are omitted A written plan to preserve and protect significant existing vegetation during and after construction. Such plan will be of sufficient detail that the City of South Burlington will be able to inspect the site during construction to ensure that existing vegetation is protected as per the plan. It doesn’t appear you’re proposing to protect existing veg. This may benefit from some narrative, because I see you are providing some plantings. Detailed landscaping plan, specification of materials, costs, and phasing plan, including vegetation to remain, types of new plant materials, identified by common name and botanical name, sizes of all new plant materials by height and/or diameter at time of planting and at maturity, quantities of each of the planting materials, and treatment of the ground surface (paving, seeding, or groundcover) for all plantings, screening, buffering, and stormwater infiltration. Budget omitted Design Team Response Wetland areas and their buffers will not be impacted as part of this project. The distance from the top of the bank to the nearest project disturbance is 79 feet. This dimension has been added to the Grading and Drainage Plan, GR-01. EX-01 has been updated to label these trees as being removed. This is the only vegetation within the project disturbance limits. EX-01 has been updated to label these trees as being removed. This is the only vegetation within the project disturbance limits. The landscaping budget for the project is approximately $50,000. The existing vegetation will be removed and new vegetation will be planted as shown on sheet LL-02, Lighting and Landscaping Plan. This plansheet includes a planting schedule and details. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com 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 Site Plan Application Requirement City Comments Design Team Response One set of preliminary plans, elevations, floor plans, and sections of proposed structures showing the proposed location, use, design and height of all structures, roads, parking areas, access points, sidewalks and other walkways, loading docks, outdoor storage areas, sewage disposal areas, landscaping, screening, site grading, and recreation areas if required. Plans shall also show any proposed division of buildings into units of separate occupancy and location of drives and access thereto. Dumpster area? Snow storage? The Site Plan, SP-01, has been updated to label the location of the dumpsters/waste disposal for this project. In addition to the dumpster area, the revised site plan has the snow storage area labeled. Analysis of traffic impacts, if required by the traffic overlay district and/or the DRB. # of trips omitted The traffic memo was updated to include trip generation details. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Photo 1: Existing conditions at the front of the existing hangar. Photo 2: Existing conditions of the parking lot. 426 Industrial Avenue, Suite 164 • Williston, VT 05495 Phone: (585) 905-0970 • Fax: (585) 905-0882 www.mjinc.com March 11, 2024 (Updated 4/10/2024) Larry B. Lackey Director of Planning, Engineering and Sustainability Patrick Leahy Burlington International Airport 1200 Airport Drive, #1 South Burlington, VT 05403 RE: Burlington Aviation Tech Center – 200 DaVinci Drive, South Burlington, VT Traffic Generation Memo Dear Mr. Lackey, McFarland Johnson, Inc. (MJ) has reviewed existing and future traffic generation associated with the renovation of the existing hangar building to become the Burlington School District’s Aviation Tech Center. The property is within the Burlington Internation Airport property parcel located in the City of South Burlington under the property Tax ID 2000-00000 (600-188-10911). The intent of this letter is to define the traffic operations of the proposed Burling School District Aviation Technical Center, which is the intended use for the building renovations. Existing Conditions For some time, the building has been leased by an aviation repair company that serviced airplanes. This operation consisted of roughly 2-8 employees accessing the building on a daily basis and utilizing the existing 10 parking spaces in front of the building. General Aviation (GA) hangars and the Vermont Flight Academy are located adjacent to the project site to the west and utilize the existing/proposed parking lot area adjacent to DaVinci Drive for their operations. Within one of these Hangar buildings is the home of the BSD’s adult aviation tech program which will be relocated into the proposed building renovation. In 2023, the Beta Technologies Assembly building was constructed immediately east of the subject building and included loading docks and shipping areas immediately in front of the subject building. This project also included the construction of DaVinci Drive as well as other roadway improvements to accommodate the Beta traffic. Detailed information regarding their traffic analysis and proposed improvements can be found in their BETA Campus Master Plan Traffic Study completed by VHB dated January 12, 2022. Proposed Conditions The Burlington International Airport in conjunction with Burlington School District (BSD) is proposing to renovate the existing hanger building to house the BSD Aviation Technical Center. Components of the project include demolition of the current interior spaces, new classrooms, new shop spaces for teaching, new entrance foyer with an exterior canopy, new restrooms, new offices, expansion to the parking area and addition of a bus loading area. The existing airport hangar door and adjacent 12,000 SF of the existing building will remain airplane hangar space. BSD - Traffic Generation Memo - 2 - March 11, 2024 (Updated 4/10/24) There will be no noticeable impacts on the existing traffic circulation or roadway geometry to accommodate the renovations; however, the new bus loading area will provide a secondary access point to the existing parking lot currently serving the Vermont Flight Academy and the GA Hangars. Exterior improvements to the building have been limited to save on costs that are not directly related to the school’s programming needs, but improvements do include the installation of 8 covered bike parking spaces, a new bus loading area and expansion to the parking lot. Interior to the building are 2 proposed bike lockers as well. Trip Generation The BSD’s aviation technical programing consists of full day and half day student options. In a typical day there will be 4-8 instructors in the building and the front 12 parking spaces will be reserved for visitors and instructors, which includes two accessible spaces and two EV charging spaces. Students are bused to the tech center from various schools within the BSD resulting in as many as 6 buses being utilized to drop off and pick up students. The school and busing schedule typically results in 2 buses loading/unloading students at one time; however, the proposed bus staging area created as part of the adjacent parking lot expansion has capacity for 6 buses without impacting the adjacent parking movements. In addition to the buses, some students elect to drive to the tech center. The adjacent parking lot currently utilized by the Vermont Flight Academy and the GA Hangars is proposed to be reconfigured to create better circulation and staging/drop off areas for the buses. This reconfiguration also results in an additional 26 parking spaces which can be utilized by the driving students. The BSD’s technical vocational school program has various locations and buildings in addition to this proposed location. No BSD vehicles are anticipated to be stored on-site at this facility. The school schedule runs Monday through Friday at typical school hours of 7:00am to roughly 3:00pm with some adult aviation programs running until roughly 5:00pm. No nighttime classes or operations are anticipated at this time based on their current BSD programs. One existing and two proposed overhead doors will be utilized for access into the technical shop spaces. These doors are utilized regularly for air circulation in the warm months as well as infrequent equipment and material deliveries. These deliveries typically occur on average once a month by a standard box truck. The BSD’s operations within this building do not require any regular shipping and receiving to the site. Based on the operations of the buildings, there is not an applicable ITE Land Use code and data to use to approximate the trips from national resources. Below is the trip generation table based on current operations of the BSD programs that will be relocated into this facility: Enter Exit Total Enter Exit Total 33 33 80%20%100%20%80%100% 26 7 33 7 26 33 *Trips estimated based on 6 buses, 15 students driving personal vehicles and 6 instructors. * Average Rate = Type of Land Use Independent Variable (IV) Weekday Morning Arrival Weekday Evening Dismissal Vocational School 60 Students * Average Rate = BSD - Traffic Generation Memo - 3 - March 11, 2024 (Updated 4/10/24) Conclusion The proposed use of the building will result in a minor amount of additional traffic to the site. A portion of the proposed aviation tech center traffic is already accounted for today as the BSD’s Technical Aviation Adult program is currently located within the adjacent hangar. The surrounding roadway network including the recently constructed DaVinci Drive and other adjacent roadway infrastructure constructed as part of the Beta Technologies projects, will be able to serve the minor increase in traffic generated by the proposed BSD’s operations. Please do not hesitate to call should you require additional information or have any questions. Sincerely yours, McFARLAND-JOHNSON, INC. Adam J. Frosino, PE, PTOE Project Manager