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Home My WebLink AboutAgenda 08_SP-22-024_430 daVinci Drive_BETA_HangarCITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-22-024_430 daVinci Drive_BETA_Hangar_SC.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: June 15, 2022 Plans received: May 12, 2022 430 da Vinci Drive Site Plan Application #SP-22-024 Meeting date: June 21, 2022 Owner City of Burlington/Burlington International Airport 1200 Airport Drive, #1 South Burlington, VT 05403 Applicant BETA AIR, LLC 1150 Airport Drive South Burlington, VT 05403 Property Information Tax Parcel 2000-00000 Airport Industrial Zoning District Engineer Stantec 193 Tilley Drive, Suite 101 South Burlington, VT 05403 Location Map #SP-22-024 2 PROJECT DESCRPTION Site plan application #SP-22-024 of Beta Air, LLC for a portion of the next phase of a previously approved 40.43 acre master plan for a 344,000 sf manufacturing and office building, a 37,800 sf office and retail building, a 15,600 sf commercial building, and a 85,000 sf flight instruction and airport use building. The project consists of a 24,000 sf hangar, which represents a portion of the 85,000 sf flight instruction and airport use building, 430 da Vinci Dr. CONTEXT The Board approved master plan #MP-21-02 for a master plan development, of which this application represents a portion of the “purple” phase, identified in the master plan as a hangar, pilot training and other commercial use building. The project is part of the approved 40.43 acre master plan area PUD which is reviewed independently of the overall airport PUD. COMMENTS Planning Director Paul Conner and Development Review Planner Marla Keene (“Planning Staff”) have reviewed the plans submitted on 05/12/2022 and offer the following comments. The applicant was complete on 05/12/2022 and are therefore subject to the Regulations warned by the City Council on 04/14/2022 and adopted 05/02/2022. Comments for the Board’s attention are indicated in red. A) MASTER PLAN CONDITIONS 1. The following waivers are granted which shall apply to all subsequent levels of review: a. The applicant may proceed directly to site plan review for applications which are consistent with the plans presented at master plan and do not involve subdivision of land. Sketch plan is required should the site plan be inconsistent with the findings of this master plan approval, including substantial deviation from the approved plans. This project does not involve subdivision of land. Staff considers this site plan to be consistent with the plans presented at master plan, with the exception of phasing discussed below. b. The applicant may proceed directly to zoning permit approval for the following items. o PV Solar Equipment o Battery Backup Equipment o Assembly Process-related Equipment o Utility Transformers, Pedestals, and associated appurtenances o Electric Aircraft and Car Chargers If they conform to the following limitations: a. A maximum equipment height of 15-ft. b. Located where fully screened from Williston Road and Eagle Drive and where set back #SP-22-024 3 at least as far as the nearest adjacent building from the central access drive. c. Equipment must fully comply with the performance standards of LDR Appendix A. These performance standards set numeric standards for vibration, noise, and air pollution amongst others. d. Equipment shall be directly related to the approved use of the building to which it is adjacent. The project exceeds these thresholds and is being reviewed as a site plan. 2. The roads and sidewalks within the “blue” phase shall be required to be constructed as part of the first phase to obtain a zoning permit. This phase is under construction. Staff recommends the Board include a condition that no certificate of occupancy be issued for the work requested in this application until such time as a certificate of occupancy is issued for the zoning permit authorizing the roads and sidewalks within the blue phase. 3. The connection between the project parking area and the portion of Valley Road to remain in the “blue” phase shall be removed no later than the “red” phase. 1. Staff considers this condition to be not relevant at this time and recommends the Board determine whether they concur. 4. The applicant must update the traffic study with each phase of the master plan after the phase associated with concurrent application #SD-21-28, both to evaluate the signal warrant and the trip generation. The applicant has prepared a supplemental traffic assessment dated May 11, 2022 to evaluate the signal warrant and trip generation as required by this finding. The assessment concludes that the proposed project will generate 24 PM peak hour trips and will not result in the signal being warranted at da Vinci Drive. Staff notes that since this applicant represents only a portion of the master plan-approved building for this phase (see discussion below under phasing), the applicant will be required to update the traffic study for future development within this master plan phase. 5. This master plan shall expire in 10 years if final applications (final plat or site plan, as required) for development of each of the phases identified herein have not been submitted in that time. There shall be no required timelines within the 10-year period. The master plan was approved on March 22, 2022. Staff considers this condition to be met for the current application. 6. Until such time as the red phase is constructed, the applicant may only build the portion of the parking which is to the side or rear of the existing building (3060 Williston Road) to remain until the red phase is constructed and which is less than ½ the total building width along the street frontage. The proposed parking is to the side or rear of the currently proposed building. Staff considers this criterion met. 7. Any changes to the preliminary plat or other subsequent level of review that deviate from this master plan in a manner described in Section 15.07(D)(3) shall also require amending the master plan. These thresholds shall consist of: #SP-22-024 4 a. Total FAR or number of residential dwelling units for the property: The master plan approved a FAR of 0.304. The applicant has not provided an updated FAR. However, since the proposed building falls generally within the approved “purple” phase, Staff considers the FAR to not have been exceeded. However, since the proposed building is one story with a mezaninne, Staff recommends the Board require computation of FAR as a condition of approval for recordkeeping purposes. b. Total site coverage of the property subject to the master plan: The master plan approved a maximum total site coverage of 50%. In addition, the applicant must not exceed the maximum allowable site coverage of 50% in the Air-I zoning district or 70% in the I/C zoning district. The applicant has stated in their application narrative that the proposed coverage in the Air-I zoning district is 35.2%. The applicant has not provided a statement of total site cover for the master plan area as a whole. Staff recommends the Board require computation of total sit coverage for the master plan area as a whole as a condition of approval for recordkeeping purposes. c. Location, layout, capacity or number of collector roadways on the property: The master plan concluded the project does not contain any collector roadways. d. Land development proposed in any area previously identified as permanent open space: The master plan deemed the following to be permanent open space as depicted on the “Master Plan Open Space Location” exhibit: the recreation path, the airfield viewing area, the great lawn, and the employee terrace and amphitheater, except where they are within 10-ft of the proposed office and manufacturing building. No development is proposed in these areas. e. A change that will result in an increase in the number of PM peak hour vehicle trip ends projected for total buildout: The master plan approved 553 PM peak hour trip ends. The applicant estimates that the proposed project will add 24 trips. The previous approval within the master plan, authorized by approval #SD-21-28, authorized 175 trips. Though the total trips may not simply be additive due to internal capture, no analysis of total trips has been provided. Staff considers therefore that the worst case scenario would be a total trip generation of 199 trips and considers this criterion met. A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Air-I Zoning District Requirement Air-I Zoning District Proposed  Min. Lot Size 3 ac 28.9  Max. Building Coverage 30 % 21.8%  Max. Overall Coverage 50 % 35.2%  Max. Height (flat roof) 35 ft. 32 ft.  Meets requirement #SP-22-024 5 B) PHASING The applicant indicated in their cover letter that the proposed hangar is the first of four applications for what was approved in the master plan as the “purple” phase. The applicant provided a draft phasing exhibit. Since a final phasing exhibit was never provided to staff, Staff has relied upon the draft exhibit in preparing this report. The applicant provided the following statement as to phasing. This project is the first of four phases planned for this development known as the BETA General Aviation, Training, and Cultural Center Campus. See Phasing Exhibit for more information. Subsequent phases to this development are as follows and will be applied for under future site plan applications. • Cold Storage Hangar – Outdoor covered storage and charging for aircraft; • BETA Cultural and Training Facility – Center of excellence for pilot training and a place to engage the public’s interest in aviation; and • ALIA Hangar – Conditioned hangar space to support training, maintenance, and storage of BETA’s eVTOL aircraft. Based on the draft phasing exhibit, the element proposed in this application is the “GA Warm Hangar.” The element referred to as the “cold storage” hangar is outside of the approved master plan area and would be reviewed as part of the overall airport PUD, not as part of the PUD associated with approval #MP-21-02 unless amended. Staff assumes the phase referred to as a “cultural and training facility” is synonymous with the plan element identified as “cultural center & flight academy.” Staff considers that a new application for site plan will be required for the “cultural and training facility” and “ALIA hangar” elements of the purple phase. C) 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. The DRB shall consider the following: (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. The project is located at the intersection of two private streets. The building is proposed to have a similar setback from the street as the first phase building approved in #SD-21-28. Staff considers this criterion met. (b) Building Placement, Orientation. Maintain or establish a consistent orientation to the street and, where a prevalent pattern exists, shall continue the manner in which the site’s existing building foundations relate to the site’s topography and grade. #SP-22-024 6 2. There are five doors to the building. Three open into equipment or mechanical spaces. One opens onto a stairwell. The fifth door is the building’s main entrance and is oriented to the side, and not the street. The other building approved along the street has its main entrance oriented to the street. Staff recommends the Board direct the applicant to modify the plans to provide a principal entrance facing the street. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. Staff considers the draft phasing plan best illustrates this criterion. Staff considers this criterion to be met. (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. 3. Staff considers the building will be pedestrian oriented when it has a principal entrance facing the street. (e) Solar Gain. Orient their rooflines to maximize solar gain potential, to the extent possible within the context of the overall standards of these regulations. The building is proposed to be equipped with solar panels. Staff consider this criterion to be met. (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. Parking is located to the sides and rear of the building relative to the public street, which in this case is Williston Road. Staff considers this criterion met. (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. Staff considers this criterion met. 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. The building is proposed to be constructed of insulated metal panels with a large portion of the street-facing façade equipped with solar panels. Small windows exist along the street facing façade. Adjacent buildings are constructed of metal panels. Staff considers this criterion met. (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. The building is proposed to be 32-ft high. Staff considers this criterion to be met. (3) To accomplish (1) and (2), the DRB shall consider: #SP-22-024 7 (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. (b) Architectural Features. Respond to recurring or representative architectural features that define neighborhood character, without adhering to a particular architectural style. (c) Privacy. Limit impacts and intrusions to privacy on adjoining properties, including side and back yard areas through context sensitive design. The proposed building’s placement and orientation is consistent with the overall pattern of development in the area. The proposed building is consistent with others in the vicinity, including the recently-approved and constructed Heritage Aviation building to the immediate north of the project site. Staff notes that the solar panels proposed to be affixed to the south façade of the building are not subject to local review under Vermont Law if they connected to the electrical grid. C. Site Amenity Requirement (1) Sites are required to include a specific minimum area for appropriate Site Amenities. This section does not apply to projects within the City Center FBC District (which are governed by Section 8.08). (2) Applicability. Applications for the following shall be required to provide Site Amenities: (a) Any non-residential development over 5,000 SF. (b) Additions or expansions exceeding 5,000 SF for existing non-residential structures. (c) Any residential development, including conversion of non-residential structures to residential use. A site amenity is required. No testimony on what the applicant is proposing for a site amenity has been provided. (3) The required area shall be: (a) For Non-Residential development, a minimum of 6% of non-residential building gross floor area. The 24,000 sf building requires at least 1,440 sf of site amenity. (b) For Residential development, determined by number of units as: (i) For fewer than 10 units, 100 square feet per unit; (ii) For 10 to 19 units, 85 square feet per unit; or (iii) For 20 or more units, 60 square feet per unit. N/A (4) The DRB may, in its discretion, provide a credit for up to 50% of the required Site Amenity area if the Applicant demonstrates a safe, walkable connection to an existing Civic Space or public park that is accessible by the general public and located within five-hundred (500) feet of at least #SP-22-024 8 one pedestrian access point for each building on the lot via a walking route and/or pedestrian way. A “safe, walkable connection” shall not include or require crossing a four-lane road. Staff considers if the applicant wishes to take credit for an existing space, they must demonstrate that it meets this criterion. Staff is not aware of any existing or approved Civic Spaces or public parks within 500-ft of the project. The open spaces approved in #MP-21-02 are located more than 500-ft from the project. (a) The DRB may, in its discretion, give a partial credit for the required Site Amenity area if some but not all the buildings on the lot have pedestrian access points located within five- hundred (500) feet of the Civic Space or public park, as described in Section 14.06(D)(4), above. (b) The DRB cannot provide any credit to replace the remaining 50% of the Site Amenity area. 4. Staff recommends the Board require the applicant to demonstrate compliance with site amenity criteria prior to closing the hearing. 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. A wetland, wetland buffer, and river corridor overlay district exist on the site. The project does not impact these areas, though impacts are shown on the project site plans which were approved in #SD-21-28 for construction of the private roadway serving the site. B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These 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. Vehicular access will be via an existing private road, Eagle Drive. Pedestrian access from Williston Road is available along the sidewalk approved in #SD-21-28. 15.A.14 pertains largely to road design. Relevant provisions include the following which are paraphrased from 15.A.15 E(6) Design access points to include curb radii necessary to accommodate anticipated vehicle types and speeds while also minimizing pedestrian crossing distances. E(8) Align access points with existing intersections or curb cuts and consolidate existing access points or curb cuts E(9) Minimize vehicular access points (curb cuts) to abutting properties and building lots along pedestrian-oriented street frontage Staff considers this criterion met and has not provided a review of the individual criteria of 15.A.14 since it is largely not applicable with the exceptions noted above. #SP-22-024 9 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. The project is not located in a district with supplemental building form standards. 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 3.15(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. The project is served by a private street. No upgrades are required. F. 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. Staff considers no reservation of land for access to abutting properties to be necessary. G. 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. The Director of Public Works reviewed the plans on 6/7/2022 and offers the following comment. This project came in for a wastewater allocation previously and I provided comments related to the placement of the gravity sewer line at that time. I will provide them again here: • The typical for gravity sewer pipe placement is down the centerline of the road. The applicant is proposing to place the new wastewater pipe to the east of Eagle Drive. This results in minor temporary wetland buffer impacts. This will place portions of the sewer line outside a typical ROW and impact the City’s ability to accept infrastructure as public in the future. The City Stormwater Director reviewed the plan on 6/10/2022 and indicated there were no comments. The South Burlington Water Department Director reviewed the plans on 6/9/2022 and offers the following comments. I have provided the following comments directly on Sheet C-102, Utility Plan. 1. Record Drawings prepared by a VT licensed Professional Engineer shall be provided to the South Burlington Water Department in pdf. and Auto-CAD format. Drawings shall include ties to all gate valves and curb stops to sub-meter accuracy. 2. To safely remove the existing cap to extend the water main, water should be shut down at the gate valve closes to Eagle Park Drive. It is unknown how the existing gate valve before this cap is #SP-22-024 10 secured to the piping. A shut down on Eagle Park Drive will affect any facilities between the valve and cal and requires advance notification by the contractor/Developer. 3. It is very important to maintain a cover depth of 6’ for future access. The profiles for the proposed water line allows for a range of depths from6’ to 14’ which is unacceptable to the SBWD. 4. Locate the domestic water shut off in an easily acceptable location. 5. The water main and all appurtenances shall be considered private. An easement must be provided to the SBWD for access for routine maintenance that dos not imply ownership or responsibility to the Department. 6. 90-degree bens are not permitted. Two 45-degree bends must be installed here (end of line), or the line be capped before the bend until further design and engineering is completed in case there are any changes to the needed water infrastructure as it is built out. 7. It is the desire of the SBWD to see this water line looped back to the water main on Valley Road to provide a redundancy in water supply and eliminate any dead eds. Future plan reviews must include a looping design. 8. The proposed domestic water service connection cannot be located between the valve and tee. The tap must be located at least 3 pipe diameter distances away from the gate valve or any joint or bell. 9. The 8” blow off assembly is not needed (at the end of the line) since there is a fire hydrant at the end of what will be the active line. 10. Fire hydrants shall be considered private since they are dedicated to this facility. Staff has confirmed with the South Burlington Water Department Director that comment #7 refers to future phases. Staff recommends the Board require the applicant to comply with the comments of the South Burlington Water Department Director as conditions of approval. H. 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. 5. There is no fencing or screening for the proposed dumpster. Staff recommends the Board require the applicant to comply with this criterion. D) 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. The parking spaces meet dimensional standards. Parking lot landscaping is further discussed under 13.04 below. #SP-22-024 11 (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. 6. The applicant is proposing a loading dock. The loading dock will not block access to either side of the building while in use, but it does appear it will block the ADA compliant parking spaces from accessing the building via the sidewalk when in use. While the LDR does not regulate ADA access, Staff recommends the Board nonetheless invite the applicant to modify their plans to address this potential issue prior to closing the hearing to circumvent the need for a future amendment. (3) Provision shall be made for access by police, fire and emergency vehicles. The Fire Chief reviewed the plans on 6/13 and indicated there were no comments. Staff considers this criterion met. (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. Staff considers this criterion met. (5) Bicycle parking or storage facility. See Section 13.03 (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 City Stormwater Director reviewed the plan on 6/10/2022 and indicated there were no comments. Staff recommends the Board require the applicant to regularly maintain all stormwater management infrastructure. 13.03 Bicycle Parking and Storage. The proposed 24,000 sf airport use building is required to provide two short term and two long term bicycle parking spaces per Table 13-3, and one clothes locker per Table 13-4. The applicant has provided six short term bicycle parking spaces in three inverted U type racks and three long-term wall mounted bicycle racks within the hangar portion of the building. 7. Since the long-term spaces are not within a secure area, Staff recommends the Board require demonstration that the long term parking “allows secure locking of the frame and wheel and supports a bicycle upright” (LDR 13.03C(b)(i)) through provision of a detail of the planned bicycle parking racks. Staff further recommends the Board require that the applicant provide a clothes locker and show its location on the architectural plans. 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 #SP-22-024 12 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. (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 size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. The parking lot perimeter is moderately landscaped on one side and well landscaped on two sides. The remaining side is the location of the proposed building. Staff considers this criterion met. (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. The project includes 44 parking spaces. The applicant has testified that the parking area is 20,247 sf and that there are 2,154 sf of interior parking lot islands. (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. The parking lot is proposed to be curbed. Planted islands are proposed to be more than 6-ft where they contain trees but only 5 ft in some locations. The 5 ft locations contain shrubs. The purpose of the dimensional requirements is to allow suitable soil volume to support plant growth. Staff considers this criterion met. (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. The City Arborist reviewed the plans on 6/13/2022 and indicated that the landscaping plan is acceptable. Staff considers this criterion met. (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. 44 parking spaces are proposed and 11 trees are proposed around the perimeter of the parking area. Staff considers this criterion met. #SP-22-024 13 (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. 8. Trees are proposed to be 2.5 – 3 inches in caliper except for the autumn brilliance serviceberry which is proposed to be 2 – 2.5 inches, of which four are proposed. Staff recommends the Board require the applicant to increase the installed size of this tree species. (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. Staff considers this criterion met. (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). N/A (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 provided. Staff considers this criterion met. 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. Staff considers that the proposed site is not dissimilar enough from the adjoining uses to require additional screening beyond that required in B(1) above. D. Front Yards of Non-Residential and Multi-Family Uses. In the case of non-residential and multi- family uses, the required front yard and/or the frontage along designated arterial and collector streets (see Article 3, Section 3.06 for this list) shall be suitably landscaped and maintained in good appearance. Landscape elements that reduce stormwater runoff and promote stormwater infiltration are encouraged. The Development Review Board shall require the applicant to meet the provisions of sections 13.04(F) and (G). Staff considers this criterion to be not applicable. G(3) Landscaping Budget Requirements. The Development Review Board shall require minimum planting costs for all site plans, as shown in Table 13-4 below. In evaluating landscaping requirements, some credit may be granted for existing trees or for site improvements other than tree planting as long as the objectives of this section are not reduced. The costs below are cumulative; for example, a landscaping budget shall be required to show a planned expenditure of three percent of the first $250,000 in construction or improvement cost plus two percent of the next $250,000 in construction or #SP-22-024 14 improvement cost, plus one percent of the remaining cost over $500,000. The landscaping budget shall be prepared by a landscape architect or professional landscape designer. The cost of the proposed building addition is $5,000,000, requiring $57,500 in plantings. The applicant has proposed $49,819.50 in trees and shrubs and an additional $22,718.50 in perennials and grasses, for a total of $72,538 in plantings. If the Board finds the other provisions of the landscaping criteria to be met, they may allow the applicant credit for landscaping elements other than trees and shrubs. Portions of the site that are not landscaped include areas immediately adjacent to the airport security fence and a 10-ft buffer along the roadways. Staff recommends the Board allow the landscaping value as proposed. 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. Maximum illumination immediately adjacent to the building are around 5 footcandles, dropping quickly to below three footcandles. Parking lot lights are proposed to be 20-ft high and building mounted lights are proposed to be 10-ft high. Staff considers exterior lighting requirements to be met. 3.18 Residential and Commercial Building Energy Standards Commercial buildings, as defined by 30 V.S.A. section 53(a), that are principal buildings, shall comply with the Commercial Building Energy Standards Stretch Code Guideline, as prepared and revised by the Vermont Public Service Department. New commercial buildings subject to this Section for which a complete application is submitted following the date these Regulations become effective, shall be required to meet the standards of Appendix CA: – Solar-Ready Zone of the Commercial Building Energy Standards as prepared and revised by the Vermont Public Service Department. Staff notes that the applicant is proposing vertical solar panels on the south face of the building. RECOMMENDATION Staff recommends that the Board work with the applicant to address the issues identified herein. #SP-22-024 15 Respectfully submitted, Marla Keene, Development Review Planner project name:sheet title: sheet no. scale: project no. drawn by/checked by: date:P.802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF.802.872.2764project address:original sheet size:ARCH E1 2/10/2022 8:59:19 AMC:\Users\austin\Documents\BETA_BCC GA HANGAR_austin@scottpartners.com.rvtGENERAL AVIATION HANGAR21-1442 AS/KT 2/11/22 TITLE SHEET C0.0ISSUED FOR PERMIT SET 2/11/2022 VALLEY WEST APRON,SOUTH BURLINGTON, VT05403GENERAL AVIATION HANGAR Valley West Apron South Burlington, VT 05403 Owner BETA Technologies 1150 Airport Drive South Burlington, VT 05403 P: (802) 324-2368 E: aklugo@beta.team Contact: Art Klugo Architects Studio III 23 Main Street Bristol, VT 05443 P: (802) 453-3286 E: gregorm@gmavt.net Contact: Gregory Masefield Scott + Partners, Inc. 7 Carmichael St, Suite 102 Essex, VT 05452 P: (802) 879-5153 E: joel@scottpartners.com Contact: Joel Page Construction Manager STEWART Construction 24 Pearl Street Essex Junction, VT 05452 C: (802) 879-0500 E: info@stewart-construction.com Contact: Don Stewart PERMIT SET 2/11/2022 PROJECT LOCATION: LANDSCAPE L-100 LAYOUT & MATERIALS PLAN L-200 PLANTING PLAN L-201 COLOR RENDERED SITE PLAN L-300 LANDSCAPE DETAILS ELECTRICAL SE1.1 OVERALL ELECTRICAL SITE PLAN SE1.2 ENLARGED ELECTRICAL SITE PLAN SE1.3 SITE PHOTOMETRIC PLAN SE1.4 SITE LIGHTING CUTSHEETS ARCHITECTURAL A2.0 FLOOR PLAN A2.1 MEZZANINE ELEVATION & PLAN A2.3 ROOF PLAN A4.0 BUILDING ELEVATIONS A5.0 BUILDING SECTION A5.1 RENDERED ELEVATIONS A5.2 RENDERED ELEVATIONS A5.3 BUILDING PERSPECTIVES A7.0 DUMPSTER ENCLOSURE DETAILS CIVIL C-001 LOCATION PLAN C-002 EXISTING CONDITIONS PLAN C-003 DEMOLITION PLAN C-101 SITE PLAN C-102 UTILITY PLAN C-111 GRADING AND DRAINAGE PLAN C-211 STORM PLAN & PROFILE C-212 STORM PLAN & PROFILE C-221 SEWER PLAN & PROFILE C-222 SEWER PLAN & PROFILE C-223 SEWER PLAN & PROFILE C-231 WATER PLAN & PROFILE SHEET C-232 WATER PLAN & PROFILE SHEET C-233 WATER PLAN & PROFILE SHEET C-501 CIVIL DETAILS C-502 CIVIL DETAILS SHEET C-511 STORM DETAILS SHEET C-512 STORM DETAILS C-513 STORM DETAILS C-521 WATER AND SEWER DETAILS C-601 ESPC PRE-CONSTRUCTION PLAN C-602 ESPC CONSTRUCTION PLAN C-603 ESPC FINAL PLAN C-605 ESPC NOTES C-606 ESPC DETAILS C-607 ESPC DETAILS DRAWINGS: Civil Engineer Stantec 55 Green Mountain Drive South Burlington, VT 05403 P: (802) 497-6402 C: (802) 324-0902 E: Christopher.Gendron@stantec.com Contact: Christopher Gendron Landscaping Wagner / Hodgson 7 Marble Avenue Burlington, VT 05401 P: (802) 864-0010 E: corben@wagnerhodgson.com Contact: Carolyn Orben Structural Engineer Hardy Structural Engineering 875 Roosevelt Highway, Suite 130 Colchester, VT 05446 P: (802) 655-0755 E: thardy@hardyse.com Contact: Tim Hardy Mechanical Engineer Engineering Services of Vermont, LLC. 5430 Waterbury-Stowe Road, 2nd Floor Waterbury, VT 05677 P: (802) 882-8449 E: jerry.marshall@engineeringvermont.com Contact: Jerry Marshall, P.E. Electrical Engineer Pearson & Associates A Division of DuBois & King 75 North Main Street Waterbury, VT 05676 P: (802) 882-8789 x 4904 Contact: Ryan Roberts Fire Protection Chase Engineering, PC 34 Chelsea Road Essex Jct., VT 05452 P: (802) 893-7900 E: fpe@chaseengineering.com www.chaseengineering.com Contact: Matthew Chase Date Revisions BRLBRL BR L BRLBRLBRL B R L BRL BRL BRL BRLBR L BRL BRLBRL BRLBR L BRL BRL BRL BRL BRLBRLBRL BRL BRL BRL BRL BR L BRL BRLBRLBRLBRLBRLBRL BRLBRLBRLBRLBRL BRLBRLBRLBRLBRLBRLBRLBRL MIXED INDUSTRIAL -COMMERCIALZONING DISTRICTAIRPORTZONINGDISTRICTAIRPORT INDUSTRIALZONING DISTRICTMIXED INDUSTRIAL ANDCOMMERCIAL DISTRICTRESIDENTIAL 4DISTRICTTRANSITOVERLAYDISTRICTTOWN OF WILLISTONPROJECTLOCATION849 SFMTG/ MIXED USE102 18039 SFHANGAR101 404 SFEQUIPMENT106 OH DOOR TRANSFER BEAMABOVE SHIPPING ANDRECEIVING HAND ANDEYE WASH 1190 SFEQUIPMENT109 208 SFRESTROOM103 29 SFJAN104 215 SFSTAIR 1105 223 SFELECTRICAL107 286 SFFIRE PUMP108 EDGE OF SOLAR PANEL SUNSHAD E S Y S T E M A B OVE UP CHAIN FALL HOISTPOINT LOAD LOCATIO N LINE OF SOFFIT ABOVE WALL HUNG BIKE RACK ( 3 )XPROJECTLOCATION849 SF MTG/ MIXE D USE102 18039 SF HANGAR101 404 SF EQUIPMENT106 OH DOOR TRANSFER B E A M ABOVE SHIPPING ANDRECEIVING HAND ANDEYE WASH 1190 SFEQUIPMENT109 208 SF RESTROOM10329 SFJAN104 215 SF STAIR 1105 223 SF ELECTRICA L 107 286 SF FIRE PUMP108 EDGE OF SOLA R P AN E L S UN S H A DE S Y S TEM A BOV E UP CHAIN FALL HOIST POINT LOAD L O CAT I O N LINE OF SO F F I T A B O VE WALL HUNG BI K E RAC K ( 3 )XXXXproject name:sheet title:sheet no.scale:project no.drawn by/checked by:date:P. 802.879.5153 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:original sheet size:ARCH E14/22/2022 1:07:54 PM \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\BCC\drawing\sheet_files\179450350_BCC_c-001_location_plan.dwg GENERAL AVIATION HANGAR 1794503502/11/22ISSUED FOR PERMIT SET2/11/2022VALLEY WEST APRON, SOUTH BURLINGTON, VT 05403DateRevisions Stantec Architecture and Engineering P.C.193 Tilley Dr., Suite 101South Burlington VT 05403-7824 U.S.A.802.864.0223www.stantec.comTel.LAMLOCATION PLANC-00102/11/2022INITIAL SUBMISSION1:50003/11/2022REVISION 104/22/2022REVISION 2 - ADDED MASTER PLAN BOUNDARY\\us0261-ppfss01\workgroup\1794\active\179450350\transportation\BCC\drawing\sheet_files\179450350_BCC_c-001_location_plan.dwg, C-001, 4/22/2022 1:06:28 PM …8"PVC8"PV C 24"HDPE 24"HDPE 4' TALL PVC VENT PIPES (3)24"HDPE2. 2 ' D I A . D I T G 3 2 4 . 7 7 I N V 3 2 0 . 1 B O T 3 1 7 . 924"RCPI N V 3 2 3 . 58"PVC CHANNELIN V 3 2 4 . 8 T G 3 2 5 . 7 2 8" IN V S 3 2 4 . 1 1 2 " I N V O U T 3 2 3 . 6 B O T 3 2 3 . 4 12"DI R IM 3 2 5 . 7 3 1 2 " I N V I N 3 2 1 . 2 2 4 " IN V IN 3 1 9 . 2 2 4 " I N V OU T 3 1 9 . 1 B O T 3 1 6 . 9 24"RCPR IM 3 2 4 . 9 4 B O T 3 1 7 . 4 R IM 3 2 5 . 3 6 BO T 3 1 7 . 5 R IM 3 2 5 . 1 2 IN V 3 1 0 . 6 B O T 3 1 0 . 2 R IM 3 2 4 . 6 8 IN V S 3 1 8 . 5 B O T 3 1 7 . 1RI M 3 2 5 . 4 0 BO T 3 1 5 . 6RIM S 3 2 5 . 3 BO T 3 1 5 . 524"HDPE1 8 "HD P E18"HDPER IM 3 2 5 . 1 2 B O T S 3 1 5 . 5 INV 311.6 R IM 3 2 5 . 7 9 IN V S 3 1 8 . 7 BO T 3 1 7 . 1 RI M 3 2 5 . 2 5 IN V 3 1 0 . 5 BO T 3 0 7 . 2 24"HDPE RI M 3 2 5 . 7 2 8 " I N V 3 2 3 . 1 2 4 " IN V S 3 1 8 . 1 BO T 3 1 6 . 7 RI M 3 2 5 . 4 2 IN V S 3 1 0 . 2 BO T 3 0 8 . 5 IN V 3 2 4 . 2 2. 6 ' D I A . D I T G 3 2 2 . 8 8 2 4 " I N V I N S E 3 1 7 . 5 2 4 " I N V I N N E 3 0 6 . 0 1 8 " I N V I N NW 2 9 9 . 9 I N V O U T 2 9 9 . 9 B O T 2 9 8 . 4 7 4 5 3 1 / 6 A C UN I T S ( 3 ) COMM H A N DH O L E 10"PVC A B A ND O N E D T E L P ED 30"RCP 7 4 5 3 3 / 8 W / 1 D R O P & L I 1' X 1 ' E L L I D E L T R A N S FO R M E R 3 ' A G 7'D I A W IND TU R B I N E 12"RCP18"CPEP E L T R A N S FO R M E R 2 . 5 ' AG 4"PLASTIC VENT PIPE-4.0'AGGENERATOR 6.7'AG 8"PVC18"CPEP36"RCP T E L P ED 36"RCPA B A NDO N E D PO L E 36"RCP18"CPEP 8"PVC 4 " P V C 1 8 " A G CO10"PVC12"CPEPE L P A N E L S 12"PVC 4" P V C 8 ' AG V E N T 3 / 3 1 / 2 W / L I 18"CPEPA B A NDO N E D PO L E10"PVC2- 5 0 / 3 3 6 " RC P I N V . 2 9 6 . 3 4 18"CPEPEL TRANSFORMER 5.7'AG 7 / 7 4 5 3 2 / L I IN V . 3 1 0 . 9 7 IN V . 3 2 2 . 1 1 TG 3 2 6 . 1 8 IN V 3 2 3 . 4 2 BO T 3 2 2 . 0 TG 332.558" INV. IN 328.410" INVS. IN 328.2INV. OUT 328.1BOT. 326.2INV. 327.27RIM 333.08INV. IN 328.0INV. OUT 326.6 INV. 327.35 R IM 3 3 1 . 4 6 IN V . I N 3 2 4 . 4 I N V . OU T 3 2 4 . 3 IN V . 3 2 6 . 1 6 RIM 330.938"PVC 327.5INV. OUT 326.7BOT. 325.7 RIM 3 2 3 . 7 3 1 5 " I N V . I N 2 9 9 . 4 3 6 " I N V . I N 2 9 9 . 8 I NV . OU T 2 9 9 . 6 B O T . 2 9 7 . 2 R IM 3 2 0 . 9 4 IN V . IN 2 9 8 . 6 I N V . O U T 2 9 8 . 5 B O T . 2 9 8 . 3 IN V . 2 9 8 . 2 8 R IM 3 0 6 . 9 5 I N V . IN 2 9 8 . 2 P L U G G E D IN V . O U T 2 9 7 . 9 B O T . 2 9 7 . 8 R IM 3 0 2 . 6 1 1 8 " I N V . I N 2 9 7 . 6 1 2 " I N V . IN 2 9 8 . 0 B O T . 2 9 7 . 1 TG 3 0 4 . 5 2 I N V . O U T 2 9 8 . 6 BO T . 2 9 6 . 8 I N V . 2 9 7 . 7 2 A B A N DO N E D T G 3 1 1 . 5 6 8"PVCT E L 8"PV C24"HDPE24"HDPE 24"HDPE 4' TALL PVC VENT PIPES (3)24"HDPE2. 2 ' D I A . D I T G 3 2 4 . 7 7 I N V 3 2 0 . 1 B O T 3 1 7 . 924"RCPI N V 3 2 3 . 58"PVC CHANNELIN V 3 2 4 . 8 T G 3 2 5 . 7 2 8" IN V S 3 2 4 . 1 1 2 " I N V O U T 3 2 3 . 6 B O T 3 2 3 . 4 R IM 3 2 5 . 7 3 1 2 " I N V I N 3 2 1 . 2 2 4 " IN V IN 3 1 9 . 2 2 4 " I N V OU T 3 1 9 . 1 B O T 3 1 6 . 9 24"RCP8"PVC CHANNELIN V 3 2 5 . 1 R IM 3 2 4 . 9 4 B O T 3 1 7 . 4 R IM 3 2 5 . 3 6 BO T 3 1 7 . 5 R IM 3 2 5 . 1 2 IN V 3 1 0 . 6 B O T 3 1 0 . 2 R IM 3 2 4 . 6 8 IN V S 3 1 8 . 5 B O T 3 1 7 . 1RI M 3 2 5 . 4 0 BO T 3 1 5 . 6RIM S 3 2 5 . 3 BO T 3 1 5 . 524"HDPE1 8 "HD P E18"HDPEEL R IM 3 2 5 . 1 2 B O T S 3 1 5 . 5 INV 311.6 R IM 3 2 5 . 7 9 IN V S 3 1 8 . 7 BO T 3 1 7 . 1 RI M 3 2 5 . 2 5 IN V 3 1 0 . 5 BO T 3 0 7 . 2 24"HDPE RI M 3 2 5 . 7 2 8 " I N V 3 2 3 . 1 2 4 " IN V S 3 1 8 . 1 BO T 3 1 6 . 7 RI M 3 2 5 . 4 2 IN V S 3 1 0 . 2 BO T 3 0 8 . 5 IN V 3 2 4 . 2 2. 6 ' D I A . D I T G 3 2 2 . 8 8 2 4 " I N V I N S E 3 1 7 . 5 2 4 " I N V I N N E 3 0 6 . 0 1 8 " I N V I N NW 2 9 9 . 9 I N V O U T 2 9 9 . 9 B O T 2 9 8 . 4 DD DDD D DD GA S L I N E W I T N E S S GAS METER GA S M E T E R GAS LINE WITNESS GA S L I N E W I T N E S S 3-50 W / 2 D RO P S 2- 5 0 / 3 R IM 3 0 8 . 3 0 8" P VC I N 3 0 3 . 2 8 " P V C OU T 3 0 2 . 9 RIM 323.436"PVC IN 319.08"PVCS IN 303.28"PVC OUT 318.8 RIM 332.57INVS. IN 323.5INV. OUT 323.3 RIM 332.46INV. IN 323.5INV. OUT 323.4 2.7' DIA.RIM 332.72INV. IN 324.0INV. OUT 323.9RIM 332.604" INV. IN 324.510" INV. IN 324.1INV. OUT 324.1 24"CPEPIN V . 3 0 0 . 4 9 I N V . 3 0 4 . 2 4 DDDD D DD 326'31 1 'XXXXXXXXXX XXX XSEEEWVSSDSSWV S D D DWVWVWVB WV D D D D DDD DD DDD S FP 4 " PO P L A R ( 2 ) V E N T P I P E GATE1 0 " A P P L E 1 4 " M A P L EGA T E 4" M A P L E 4"MAPLE A - 9 A - 1 4 4"MAPLE 1 4 "M A P L E A - 1 7GA T E E A G L E D R 4"M A P L E A - 2 A- 1 1 4 "M A P L E A - 1 8 2 " A P P L E A- 1 S T A R T CU RV E S G A T E GATE A- 6 4"MAPLE 10"PVC A - 7 4"MAPLE 3 "M A P L E ( 8 ) A - 4 A- 8 CARP O OL P A R KI N G O N L Y( 6) 4"MAPLE 4 " P I N E 4 " C H E R R Y SHELTER A- 3 A- 1 5 1 0 " M A P L E ( 6 ) 4 " C H E R R Y ( 2 ) A - 1 9 A - 1 2 G A T E A - 1 6 3 " C H E R R Y 4" B I R C H A- 5 4"MA P L E S L 2 5 G A T E A - 1 3 A - 1 0 4"MAPLE 2 "S P R U C E 4 "D I A S T E E L B O L L A RD S CO N C F I L L E D 6 ' AG ( T Y P . ) EL P A N E LMU L T I P L E D R O P SW/ M E T E R & S H U T O F F BR E A K E R 9 "D I A S T E E L BO L L A RD CO N C F I L L E D 3 . 5 ' A G CONC. C O NC . CON C. CONC.CONC. WALKCONC. WALK CONC. WALK1.2' X 1.2'PVC EL LID0.1'AG 1.4' X 2.1'PVC EL LIDFLUSHFLAGPOLEU LEVELZ LEVELPARKING(3)METAL STOCKADEFENCE 7'AG CONC. WALK 1.0' X 1.4'EL LIDFLUSH 2.6'DIA. PVCRIM 330.532.6'DIA. PVCRIM 329.74 1.6'DIA. PVCRIM 330.31 WOOD STEPS S L 1 0M P H 1 1/2"WIDE/1 1/2 " T A L L W O O D C U R B 4 . 5 ' T A L L P O S T 0. 2 ' D I A . S T E E L R PRP R PRP R P R P GP G P G P GP G P GP G P G P G P G P G P V S E # 7 4 2 5 / 8 " R E B A R V S E C O N T RO L C A P N 7 1 6 3 5 9 . 0 0 5 E 1 4 7 2 1 1 6 . 1 4 8 E L E V 3 2 4 . 7 8 5 C ON D U I T 2' T A L L C O ND U I T 2' T A L L CO N D U I T 2' T A L L VSE #340MAG NAILN 716610.951E 1471869.018ELEV 327.036 R P S “”334' 328'327'326' 326' 326' 316' 311' S EEE WV S SD SS WV S DDD WVWVWV B WV ED E E E EEE E WV D D DD DDDD D DD D D DDDDE B DD E D D D W BB S FP GATE 12"PINE 4"POPLAR( 2 )VENT PIPE BLUE TW L IG H T BLUE BLUE 23 0.4'TALL 0.7'TALL 355 VALL E Y R O A D GATE 14"MAPLE12"MAPL E 32"DIA 10"APPLE14"MAPLE GATE GATE 4"MAPLE 4"MAPL E A-9 A-14 4"MAPLE 14"MAPL EA-17 GATE EAGLE DR 4"MAPLE A-2 A-11 4"MAPLE A-18 2"APPLE A-1 START CURVESGATE GATE A-6 4"MAPLE 10"PVC A-7 4"MAPLE 3"MAPL E ( 8 ) A-4 A-8 CARPOOL PARKING ONLY(6) 4"MAPLE 4"PINE 4"CHER R Y SHELTER A-3 A-15 10"MAPL E ( 6)4"CHERRY( 2 ) A-19 A-12 GATE A-16 3"CHERRY 4"BIRCH A-5 4"MAPLE SL 25 GATE A-13 A-10 4"MAPLE 2"SPRUC E 4"DIA STE E L B O L L AR D S CONC FILL E D 6 ' A G ( T Y P .) EL PANELMULTIPL E D RO P S W/ METE R & S H U TO F F B R E AK E R 9"DIA STE E L BO L L AR D CONC FILL E D 3 . 5 ' AGCONC. CONC. CONC. CONC. CONC. W A LK CONC. W A LK CONC. WALK1.2' X 1.2'PVC EL LID0.1'AG 1.4' X 2.1'PVC EL LIDFLUSHFLAGPOLE U LEVELZ LEVELPARKING( 3 ) METAL ST O CK A D E FENCE 7' A G CONC. WAL K 1.0' X 1 . 4 ' EL LIDFLUSH 2.6'DIA . P VC RIM 33 0 . 5 3 2.6'DIA. PV C RIM 32 9 . 7 4 1.6'DIA . P VCRIM 330.31 WOOD ST E P S SECURIT Y CA M E RA WARNING G AS P I PE L I NE SL 10MPH K, J SIG N 1 1/2"WI D E / 1 1 / 2 " T A L L W O OD C U R B K SIGN GATE RP 4.5' TALL P O ST 0.2' DIA. S T E EL RP RP RP RP RP RP RP RP RP RP RP RP RP RP RP RP GPGPGPGPGP GP GP GP GP GP GP GPGP GPGPGPGPGP GP GP GP GP GP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGPGP GPGPGP GP GP GP GP GP GP GP GPGP GP GP GP GPGP 1140921-12LI/1D R O P VEHICLE DP FREGENERAT I O N A R EA VSE #7 4 0 5/8"REB A R V S E C O N TR O L C A P N 7169 3 3 . 66 4 E 14721 8 7 .0 8 9 ELEV 33 4 . 57 4 APRONSIGN ELEC. MH STOP HOLD F ORTAXIING A I R CR A F T COMMUN I C AT I O N INSTRUC T I ON S SI G N STOP H O L D F O R TAXIIN G A IR C RA F T VSE #7 4 1 5/8"REB A R V S E CO N TR O L CA P N 71655 3 . 06 1 E 14725 4 7 . 11 5 ELEV 32 5 . 2 96 VSE #742 5/8"REB A R V S E C O N TR O L C A P N 716359 . 0 05 E 1472116 . 1 48 ELEV 324 . 7 85 CONDUIT2' TALL CONDUI T 2' TALL CONDUIT2' TALL 7' TALLELEC PA N E L VSE #34 0 MAG NAI L N 7166 1 0 . 95 1 E 14718 6 9 . 01 8 ELEV 3 2 7 . 03 6 RP X 4"X4"CONC 0 . 1' A G PLUMB / S T AB L E 4"X4"CON C FLUSH/ S T AB L E EXISTING P A R C E L L I N E / Z O N I N G L I N E EXISTING PA R C E L L I N E /ZO N I NG L I N E EXISTING PARCEL LINE/ZONING LINE 20' WIDE EASEMENT 5 CALK I NS CT N/F CA L KI NS F AM IL Y LIMITE D P A RT N ER SH I P EXISTI N G P R O PE R T Y L I N E/ Z O NI N G LI N E VENTPIPE TEL PED4'TALL S RIM=33 2 . 1 9 'RIM=325.1 5 'COULD NO T A CC E SS WARNING G AS P I PE L I NE KEYPAD project name:sheet title:sheet no.scale:project no.drawn by/checked by:date:P. 802.879.5153 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:original sheet size:ARCH E12/10/2022 7:30:49 PM \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\BCC\drawing\sheet_files\179450350_BCC_c-002_existing_conditions_plan.dwg GENERAL AVIATION HANGAR 1794503502/11/22ISSUED FOR PERMIT SET2/11/2022VALLEY WEST APRON, SOUTH BURLINGTON, VT 05403DateRevisions Stantec Architecture and Engineering P.C.193 Tilley Dr., Suite 101South Burlington VT 05403-7824 U.S.A.802.864.0223www.stantec.comTel.LAMproject name:sheet title:sheet no.scale:project no.drawn by/checked by:date:P. 802.879.5153 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:original sheet size:ARCH E12/10/2022 7:30:49 PM \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\BCC\drawing\sheet_files\179450350_BCC_c-002_existing_conditions_plan.dwg GENERAL AVIATION HANGAR 1794503502/11/22ISSUED FOR PERMIT SET2/11/2022VALLEY WEST APRON, SOUTH BURLINGTON, VT 05403DateRevisions Stantec Architecture and Engineering P.C.193 Tilley Dr., Suite 101South Burlington VT 05403-7824 U.S.A.802.864.0223www.stantec.comTel.LAMC-00202/11/20221:40EXISTING CONDITIONSPLANINITIAL SUBMISSION XXXX334' 32 8 '327'326'326'326' 316'XXXXXX X X XX XXXXXXXXX E EE WVS S DSS WV S D D DWVWVWVBWV EDEE EEEE E WV DDDD D DD DD DD D DD D DD EBDDE EEED WV WV WV DDD W BB SFP GATENO P A R K IN G 14" P I N E 1 7 " P IN E 16 " P I N E 14 " P I N E 15 " P I N E 10 " P I N E NO P A R K I N G 14 " P I N E 10 " P I N E 12 " P I N E BI K E R A C K 4" PO P L A R ( 2 ) V E N T P I P E BLU E 5 3BLU E TW L I G H T BL U E 5 3 N O P A R K I N G BL U E BL U E BL U E 2 3 AI R P O R T I N S T R U C T I O N S 3 . 2 ' TA L L 0. 4 ' T A L L 0.7 ' T A L L BL U E 1 2 " M A P L E 12 " M A P L E 35 5 V A L L E Y R O A D GATE 14GATE 17 " P I N E 16 " P I N E 14 "M A P L E 12 "M A P L E 15 " P I N E 32" D I A 1 0 " A P P L E 14 "M A P L E GA R A G E D O O RGATEGAT E 4" M A P L E 4"M A P L E A- 9 A- 1 4 4" M A P L E 14 " M A P L E A- 1 7 GA T E EAG L E D R 4" M A P L E A- 2 A- 1 1 4"M A P L E A- 1 8 2" A P P L E A- 1 S T A R T CU R V E S GA T E GA T E A- 6 4"M A P L E 10" P V C A- 7 4" M A P L E 3" M A P L E ( 8 ) A- 4 A- 8 CARP O O L P A R K I N G O N L Y ( 6 ) 4" M A P L E 4" P I N E 4" C H E R R Y SH E L T E R A- 3 A- 1 5 1 0 " M A P L E ( 6 ) 4" C H E R R Y ( 2 ) A- 1 9 A- 1 2 GA T E A- 1 6 3" C H E R R Y 4" B I R C H A- 5 4" M A P L E SL 2 5GAT E A- 1 3 A- 1 0 4" M A P L E 2" S P RU C E 4"D I A S T E E L B O L L A R D S CO N C F I L L ED 6 ' AG ( T Y P . ) EL P A N E L MU L T I P L E D R O P SW/ M E T E R & S H U T O F F B R E A K E R 9" D I A S T E E L BO L L A RD CO N C F I L L E D 3 . 5 ' A G CO N C . CON C . CONC. C O N C . CO N C . W A L K CO N C . W A L K CONC . W A L K 1. 2 ' X 1 . 2 ' PV C E L L I D 0. 1 'A G 1.4 ' X 2 . 1 ' PV C E L L I D FL U S H FL A G P O L EU LE V E L Z L E V E L PA R K I N G ( 3 ) ME T A L S T O C K A D E FE N C E 7 ' A G CONC. WALK 1.0 ' X 1 . 4 ' EL L ID FL U S H 2. 6 ' D I A . P V C RI M 3 3 0 . 5 3 2. 6 ' D I A . P V C RIM 3 2 9 . 7 4 1. 6 ' D I A . P V C RI M 3 3 0 . 3 1 WOOD STEPSVS E 8 2 1 MA G H U B N 7 1 5 8 5 3 . 1 5 8 E 1 4 7 3 0 8 5 . 4 8 5 EL 3 1 7 . 2 2 6 V S E 8 2 0 M A G H U B N 7 1 5 9 8 7 . 7 9 1 E 1 4 7 3 1 9 5 . 2 8 6 EL 3 1 7 . 7 3 9 VSE 8 0 0 5/ 8 " R E B AR V S E C O N T R O L C A P N 7 1 6 1 8 5 . 3 7 5 E 1 4 7 3 5 3 2 . 5 1 7 EL 3 2 2 . 7 8 5 BL U E R E F L E C T O R 2 . 5 ' A G 12 " P I N E BL U E R E F L E C T O R 2 . 5 ' A G G 3 . 2 ' AG BL U E GATEC E N T E R 1 0 ' W I D E GA R A G E D O O R SI L L 3 1 8 . 3 CE N T E R 3 ' W ID E D OO R SIL L 3 1 8 . 3 CON C R E T E BLU E BLU E BL U E PA V E D CE N T E R 3 ' W ID E D OO R SI L L 3 1 8 . 3 PA V E D SE C U R I T Y C AM E R AWAR N I N G G A S P I P E L I N E SL 1 0 M PH K, J S I G N 1 1/2"WIDE/1 1/2"TALL W O O D C U R B K S I GN GATE RP 4. 5 ' T A L L P OS T 0. 2 ' D I A . S T E E L RP RP RP RP R P RP RPRP RP RPRPRP RP RP RP RP GPGP GPGP GPGP GP GP G P GP G P G P G P G PGP G P GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP G P GPGPGPGP GP GP GP GP GP GP GP GP GPGP GP GPGP 11 4 0 9 2 1- 1 2L I / 1 D RO P V E H I C L E D P F R E G E N E R A T I O N A R E A VS E # 7 4 0 5/ 8 " R E B A R V S E CO N T R O L C A PN 7 1 6 9 3 3 . 6 6 4 E 1 4 7 2 1 8 7 . 0 8 9 EL E V 3 3 4 . 5 7 4 AP R O N SI G N EL EC . M H S T O P HO L D F O R TA X I I N G A I R C R A F T CO M M U N I C A T IO N IN S T R U C T IO N S S I G N ST O P HO L D F O R TA X I I N G A I R C R A F T V S E # 7 4 1 5/8 "R E B A R V S E C O N T R O L C A P N 7 1 6 5 5 3 . 0 6 1 E 1 4 7 2 5 4 7 . 1 1 5 EL E V 3 2 5 . 2 9 6 V S E # 7 4 2 5/ 8 " R E B A R V S E C O N T R O L C A P N 7 1 6 3 5 9 . 0 0 5 E 1 4 7 2 1 1 6 . 1 4 8 EL E V 3 2 4 . 7 8 5 CON D U I T 2' T A L L C O ND U I T 2' T A L L CO N D U I T 2' T A L L 7' T A L L EL E C P A N E L VS E # 3 4 0 MA G N A I L N 7 1 6 6 1 0 . 9 5 1 E 1 4 7 1 8 6 9 . 0 1 8 EL E V 3 2 7 . 0 3 6 RP X XXX X CE N T E R 3 ' W ID E D OO RSILL 3 1 8 . 3 BL U E R E F L E C TO R 2 . 5 ' AG BL U E R E F L E C T O R 2 . 5 ' A G BL U E R E F L E C TO R 2 . 5 ' AG BL U E R E F L E C T O R 2 . 5 ' A G BL U E R E F L E C T O R 2 . 5 ' A G BL U E BL U E BL U E BL U E BL U E BLU E BL U E BL U E BL U E BL U E BL U E BLU E BL U E BL U E X 4" X 4 " C O N C 0 . 1 ' A G PL UM B / S T A B L E 4" X 4 " C ON C FL U S H / S T A B L E 1" O D F L U S H / S T A B L E ILL E G I B L E C A P EXISTING PROPERTY LINEEXISTING PROPERTY LINE100' WIDE GMP EASEMENT100' WIDE GMP EASEMENTEXISTING PARCEL LINE/ZONING LINEEXISTING PARCEL LINE/ZONING LINEEXISTING PARCEL LINE/ZONING LINE EXIS T I N G P A R C E L LI N E / Z O N I N G L I N E 20' WI D E E A S E M E N T EXIST I N G P R O P E R T Y LI N E 3 C A L K I N S C T N/ F C A L K I N S F AM I L Y LI M I T E D P A R T N E RSH I P 5 C A L K I N S C T N/ F C A L K I N S F AM I L Y LI M I T E D PA R T N E R SH I P 20' W I D E E A S E M E N T EX I S T I N G P R O P E R T Y L I N E / Z O N I N G L I N E FA A M A L S F PW R CN T FA A M A L S F P W R C N T FA A M A L S F P W R C N T FA A M A L S F P W R C N T VE N T PI P E TE L P ED 4' T A L L S RI M = 3 3 2 . 1 9 ' T G = 3 2 3 . 6 2 ' IN V . 2 4 " R C P I N = 3 1 7 . 4 1 ' W A T E R L E V E L = 2 8 0 . 0 ' BO T .= 2 7 6 . 7 ' RIM = 3 2 5 . 1 5 'COU L D N O T A C C E S SWAR N I N G G A S P I P E L I N E K E Y P A D TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSABETA WEST VALLEYAPRON DEVELOPMENT7460 SUBMISSIONFIGURE 1\\us0261-ppfss01\workgroup\1794\active\179450350\transportation\BCC\drawing\sheet_files\7460\179450350_BCC_7460_Figure_1.dwg1/26/2022 2:18 PM By: Merrithew, Leslie© 2018 StantecProject No.ScaleNotesIssued/Revision6A54321BCDEConsultantPermit/SealYYYY.MM.DD179450350Stantec Architecture and Engineering P.C.193 Tilley Dr., Suite 101South Burlington VT 05403-7824 U.S.A.802.864.0223www.stantec.comTel.7460 SUBMISSION2022.01.25ORIGINAL SHEET - ARCH E1 XXXXXXXXX>>XXXX>1234567891011ABCDEE.1GF849 SFMTG/ MIXED USE10218039 SFHANGAR101404 SFEQUIPMENT106OH DOOR TRANSFER BEAMABOVESHIPPING ANDRECEIVING HAND ANDEYE WASH1190 SFEQUIPMENT109208 SFRESTROOM10329 SFJAN104215 SFSTAIR 1105223 SFELECTRICAL107 286 SFFIRE PUMP108EDGE OF SOLAR PANEL SUNSHADE SYSTEM ABOVEUPCHAIN FALL HOISTPOINT LOAD LOCATION LINE OF SOFFIT ABOVEWALL HUNG BIKE RACK (3)326'31 1 'XXX XXX X S EEE WVS SDSSWV S D D D WVWVWV B WV D D D D DDD D D D DD S FP 4 " PO P L A R (2 ) V EN T P I P E GATE1 0 " A P P L E 14 " M A P L EGA T E 4"MA P L E4"MAPLE A- 9 A - 1 4 4"MAPLE 1 4 "M A P L EA- 1 7GA T E E AG L E DR 4"M A P L E A- 2 A- 1 1 4"M A P L E A -1 8 2" A P P L E A- 1 S T A R T C U R V E S G A T E GATE A- 6 4"MAPLE 10"PVC A - 7 4"MAPLE 3 " M A P L E ( 8 ) A - 4 A- 8 CAR P O O L P A R K I N G O NL Y ( 6 ) 4"MAPLE 4" P IN E 4 " C H E R R YSHELTER A- 3 A- 1 5 10 " M A P L E ( 6 ) 4 " C H E R R Y ( 2 ) A -1 9 A - 1 2GAT E A- 1 6 3 "C H E R R Y 4" B IRC H A- 5 4"MAP L E SL 2 5 G A T E A- 1 3 A - 1 0 4"MAPLE 2" S P R U C E 4 " D I A S T E E L B O L LARD S C ONC F I L L E D 6 ' A G ( T Y P . ) EL P A N E LMU L T I P L E D RO PSW/ ME T E R & SH U T O F F B R EA K ER 9 " D I A S T E E L B O L LARD C ONC F I L L E D 3 . 5 ' A G CONC.CON C . CON C. CONC.CONC. WALKCONC. WALK CONC. WALK1.2' X 1.2'PVC EL LID0.1'AG 1.4' X 2.1'PVC EL LIDFLUSHFLAGPOLEU LEVELZ LEVELPARKING(3)METAL STOCKADEFENCE 7'AG CONC. WALK 1.0' X 1.4'EL LIDFLUSH 2.6'DIA. PVCRIM 330.53 2.6'DIA. PVCRIM 329.74 1.6'DIA. PVCRIM 330.31 WOOD STEPSS L 1 0 M P H 1 1/2"WIDE/1 1/2 " T A L L W O O D C U R B 4 . 5 ' T A L L POS T 0. 2 ' D I A . S T E E L R PRP R PRPRP R P GPGP G P GP GP GP G P G P G P G P G PVSE # 7 4 25/ 8 " R E B A R V S E CO N T R O L C A P N 7 1 6 3 5 9 . 00 5 E 1 4 7 2 1 1 6 . 1 4 8 E L EV 32 4 . 7 8 5 CON D U I T 2' T A L L CO N DU I T 2' T A L L C OND U I T 2' T A L L VSE #340MAG NAILN 716610.951E 1471869.018ELEV 327.036 R P S S SSS SS S S S SS S S S S SS S S S S S SSS S S SSSDSD SD SD SD SD SD SDSDSDSDUDGASGASG A S GASGASUGTEEEEEEEEE E E EEEEEEEEEE EDDSDS SSWWWW WEUGT UGT UGT UGT UGT UGT U G T UGTUG T UG T U G T U G T UG T UG T EEW WWWWGSSSSSSSDSD334' 328' 327'326' 326' 326' 316' 311' S EEE WV S SD SS WV S D D D WVWVWV B WV ED E E E EEE E WV D D D D DDDD D DD D D D D DDE B DD E D D D W BB S FP GATE 12"PINE 4"POPLAR(2)VENT PIPE BLUE TW L I G HT BLUE BLUE 23 0.4'TALL 0.7'TALL 355 VALLE Y R O AD GATE 14"MAPLE12"MAPLE 32"DIA 10"APPLE14"MAPLE GATE GATE 4"MAPLE 4"MAPLE A-9 A-14 4"MAPLE 14"MAPLEA-17 GATE EAGLE DR 4"MAPLE A-2 A-11 4"MAPLE A-18 2"APPLE A-1 START CURVESGATE GATE A-6 4"MAPLE 10"PVC A-7 4"MAPLE 3"MAPLE ( 8 ) A-4 A-8 CARPOOL PARKING ONLY(6) 4"MAPLE 4"PINE 4"CHERR Y SHELTER A-3 A-15 10"MAPLE ( 6 )4"CHERRY(2) A-19 A-12 GATE A-16 3"CHERRY 4"BIRCH A-5 4"MAPLE SL 25 GATE A-13 A-10 4"MAPLE 2"SPRUCE 4"DIA STEEL B O LL A R D S CONC FILLE D 6 ' AG ( T Y P. ) EL PANELMULTIPLE D R O PS W/ METER & S HU T O F F B R E AK E R 9"DIA STEEL B O L LA R D CONC FILLED 3 . 5 'A GCONC. CONC. CONC. CONC. CONC. W A L K CONC. WA L K CONC. WALK1.2' X 1.2'PVC EL LID0.1'AG 1.4' X 2.1'PVC EL LIDFLUSHFLAGPOLE U LEVELZ LEVELPARKING(3) METAL STO C K AD E FENCE 7'AG CONC. WALK 1.0' X 1. 4 ' EL LIDFLUSH 2.6'DIA. P V C RIM 330. 5 3 2.6'DIA. PVC RIM 329. 7 4 1.6'DIA. P V CRIM 330.31 WOOD STEP S SECURITY C A ME R A WARNING G A S PI P E L IN E SL 10MPH K, J SIGN 1 1/2"WIDE / 1 1 / 2 " T A L L W O O D C U RB K SIGN GATE RP 4.5' TALL PO S T 0.2' DIA. ST E E L RP RP RP RP RP RP RP RP RP RP RP RP RP RP RP RP GPGPGPGPGP GP GP GP GP GP GP GPGP GPGPGPGPGP GP GP GP GP GP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGPGP GPGPGP GP GP GP GP GP GP GP GPGP GP GP GP GPGP 1140921-12LI/1DR O P VEHICLE D P FREGENERATIO N A RE A VSE #74 0 5/8"REBA R V SE C O NT R O L C A P N 716933 . 6 6 4 E 147218 7 . 0 89 ELEV 334 . 5 7 4 APRONSIGN ELEC. MH STOP HOLD F O RTAXIING AIR C R A FT COMMUNI C A T IO N INSTRUCT I O N S S I G N STOP HO L D FO R TAXIING A I RC R A F T VSE #74 1 5/8"REBA R V S E C O NT R O L CA P N 716553 . 0 6 1 E 147254 7 . 1 1 5 ELEV 325. 2 9 6 VSE #742 5/8"REBA R V SE C O NT R O L C A P N 716359.0 0 5 E 1472116.1 4 8 ELEV 324.7 8 5 CONDUIT2' TALLCONDUIT2' TALL CONDUIT2' TALL 7' TALLELEC PAN E L VSE #340MAG NAIL N 71661 0 . 9 5 1 E 147186 9 . 0 1 8 ELEV 327 . 0 3 6 RP X 4"X4"CONC 0 . 1 ' A G PLUMB/S T A B LE 4"X4"CONC FLUSH/ST A B L E EXISTING PA R C E L L I N E / Z O N I N G L I N E EXISTING PARC E L L I NE/ Z O N ING L I N E EXISTING PARCEL LINE/ZONING LINE 20' WIDE EASEMENT 5 CALKI N S C T N/F CAL K IN S FA M I LY LIMITED P AR T NE R SH I P EXISTIN G P RO P E R TY L I N E/ Z O N IN G L IN E VENTPIPE TEL PED4'TALL S RIM=332. 1 9 'RIM=325.15 'COULD NOT A C C ES S WARNING G A S PI P E L IN E KEYPAD project name:sheet title:sheet no.scale:project no.drawn by/checked by:date:P. 802.879.5153 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:original sheet size:ARCH E12/10/2022 6:24:22 PM \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\BCC\drawing\sheet_files\179450350_BCC_c-101_site_plan.dwg GENERAL AVIATION HANGAR 1794503502/11/22ISSUED FOR PERMIT SET2/11/2022VALLEY WEST APRON, SOUTH BURLINGTON, VT 05403DateRevisions Stantec Architecture and Engineering P.C.193 Tilley Dr., Suite 101South Burlington VT 05403-7824 U.S.A.802.864.0223www.stantec.comTel.LAMSITE PLANC-10102/11/2022INITIAL SUBMISSION1:40 8"PVC8"PV C 24"HDPE 24"HDPE 4' TALL PVC VENT PIPES (3)24"HDPE2. 2 ' D I A . D I T G 3 2 4 . 7 7 I N V 3 2 0 . 1 B O T 3 1 7 . 924"RCPI N V 3 2 3 . 58"PVC CHANNELIN V 3 2 4 . 8 T G 3 2 5 . 7 2 8" IN V S 3 2 4 . 1 1 2 " I N V O U T 3 2 3 . 6 B O T 3 2 3 . 4 12"DI R IM 3 2 5 . 7 3 1 2 " I N V I N 3 2 1 . 2 2 4 " IN V IN 3 1 9 . 2 2 4 " I N V OU T 3 1 9 . 1 B O T 3 1 6 . 9 24"RCPR IM 3 2 4 . 9 4 B O T 3 1 7 . 4 R IM 3 2 5 . 3 6 BO T 3 1 7 . 5 R IM 3 2 5 . 1 2 IN V 3 1 0 . 6 B O T 3 1 0 . 2 R IM 3 2 4 . 6 8 IN V S 3 1 8 . 5 B O T 3 1 7 . 1RI M 3 2 5 . 4 0 BO T 3 1 5 . 6RIM S 3 2 5 . 3 BO T 3 1 5 . 524"HDPE1 8 "HD P E18"HDPER IM 3 2 5 . 1 2 B O T S 3 1 5 . 5 INV 311.6 R IM 3 2 5 . 7 9 IN V S 3 1 8 . 7 BO T 3 1 7 . 1 RI M 3 2 5 . 2 5 IN V 3 1 0 . 5 BO T 3 0 7 . 2 24"HDPE RI M 3 2 5 . 7 2 8 " I N V 3 2 3 . 1 2 4 " IN V S 3 1 8 . 1 BO T 3 1 6 . 7 RI M 3 2 5 . 4 2 IN V S 3 1 0 . 2 BO T 3 0 8 . 5 IN V 3 2 4 . 2 2. 6 ' D I A . D I T G 3 2 2 . 8 8 2 4 " I N V I N S E 3 1 7 . 5 2 4 " I N V I N N E 3 0 6 . 0 1 8 " I N V I N NW 2 9 9 . 9 I N V O U T 2 9 9 . 9 B O T 2 9 8 . 4 7 4 5 3 1 / 6 A C UN I T S ( 3 ) COMM H A N DH O L E 10"PVC A B A ND O N E D T E L P ED 30"RCP 7 4 5 3 3 / 8 W / 1 D R O P & L I 1' X 1 ' E L L I D E L T R A N S FO R M E R 3 ' A G 7'D I A W IND TU R B I N E 12"RCP18"CPEP E L T R A N S FO R M E R 2 . 5 ' AG 4"PLASTIC VENT PIPE-4.0'AGGENERATOR 6.7'AG 8"PVC18"CPEP36"RCP T E L P ED 36"RCPA B A NDO N E D PO L E 36"RCP18"CPEP 8"PVC 4 " P V C 1 8 " A G CO10"PVC12"CPEPE L P A N E L S 12"PVC 4" P V C 8 ' AG V E N T 3 / 3 1 / 2 W / L I 18"CPEPA B A NDO N E D PO L E10"PVC2- 5 0 / 3 3 6 " RC P I N V . 2 9 6 . 3 4 18"CPEPEL TRANSFORMER 5.7'AG 7 / 7 4 5 3 2 / L I IN V . 3 1 0 . 9 7 IN V . 3 2 2 . 1 1 TG 3 2 6 . 1 8 IN V 3 2 3 . 4 2 BO T 3 2 2 . 0 TG 332.558" INV. IN 328.410" INVS. IN 328.2INV. OUT 328.1BOT. 326.2INV. 327.27RIM 333.08INV. IN 328.0INV. OUT 326.6 INV. 327.35 R IM 3 3 1 . 4 6 IN V . I N 3 2 4 . 4 I N V . OU T 3 2 4 . 3 IN V . 3 2 6 . 1 6 RIM 330.938"PVC 327.5INV. OUT 326.7BOT. 325.7 RIM 3 2 3 . 7 3 1 5 " I N V . I N 2 9 9 . 4 3 6 " I N V . I N 2 9 9 . 8 I NV . OU T 2 9 9 . 6 B O T . 2 9 7 . 2 R IM 3 2 0 . 9 4 IN V . IN 2 9 8 . 6 I N V . O U T 2 9 8 . 5 B O T . 2 9 8 . 3 IN V . 2 9 8 . 2 8 R IM 3 0 6 . 9 5 I N V . IN 2 9 8 . 2 P L U G G E D IN V . O U T 2 9 7 . 9 B O T . 2 9 7 . 8 R IM 3 0 2 . 6 1 1 8 " I N V . I N 2 9 7 . 6 1 2 " I N V . IN 2 9 8 . 0 B O T . 2 9 7 . 1 TG 3 0 4 . 5 2 I N V . O U T 2 9 8 . 6 BO T . 2 9 6 . 8 I N V . 2 9 7 . 7 2 A B A N DO N E D T G 3 1 1 . 5 6 8"PVCT E L 8"PV C24"HDPE24"HDPE 24"HDPE 4' TALL PVC VENT PIPES (3)24"HDPE2. 2 ' D I A . D I T G 3 2 4 . 7 7 I N V 3 2 0 . 1 B O T 3 1 7 . 924"RCPI N V 3 2 3 . 58"PVC CHANNELIN V 3 2 4 . 8 T G 3 2 5 . 7 2 8" IN V S 3 2 4 . 1 1 2 " I N V O U T 3 2 3 . 6 B O T 3 2 3 . 4 R IM 3 2 5 . 7 3 1 2 " I N V I N 3 2 1 . 2 2 4 " IN V IN 3 1 9 . 2 2 4 " I N V OU T 3 1 9 . 1 B O T 3 1 6 . 9 24"RCP8"PVC CHANNELIN V 3 2 5 . 1 R IM 3 2 4 . 9 4 B O T 3 1 7 . 4 R IM 3 2 5 . 3 6 BO T 3 1 7 . 5 R IM 3 2 5 . 1 2 IN V 3 1 0 . 6 B O T 3 1 0 . 2 R IM 3 2 4 . 6 8 IN V S 3 1 8 . 5 B O T 3 1 7 . 1RI M 3 2 5 . 4 0 BO T 3 1 5 . 6RIM S 3 2 5 . 3 BO T 3 1 5 . 524"HDPE1 8 "HD P E18"HDPEEL R IM 3 2 5 . 1 2 B O T S 3 1 5 . 5 INV 311.6 R IM 3 2 5 . 7 9 IN V S 3 1 8 . 7 BO T 3 1 7 . 1 RI M 3 2 5 . 2 5 IN V 3 1 0 . 5 BO T 3 0 7 . 2 24"HDPE RI M 3 2 5 . 7 2 8 " I N V 3 2 3 . 1 2 4 " IN V S 3 1 8 . 1 BO T 3 1 6 . 7 RI M 3 2 5 . 4 2 IN V S 3 1 0 . 2 BO T 3 0 8 . 5 IN V 3 2 4 . 2 2. 6 ' D I A . D I T G 3 2 2 . 8 8 2 4 " I N V I N S E 3 1 7 . 5 2 4 " I N V I N N E 3 0 6 . 0 1 8 " I N V I N NW 2 9 9 . 9 I N V O U T 2 9 9 . 9 B O T 2 9 8 . 4 DD DDD D DD GA S L I N E W I T N E S S GAS METER GA S M E T E R GAS LINE WITNESS GA S L I N E W I T N E S S 3-50 W / 2 D RO P S 2- 5 0 / 3 R IM 3 0 8 . 3 0 8" P VC I N 3 0 3 . 2 8 " P V C OU T 3 0 2 . 9 RIM 323.436"PVC IN 319.08"PVCS IN 303.28"PVC OUT 318.8 RIM 332.57INVS. IN 323.5INV. OUT 323.3 RIM 332.46INV. IN 323.5INV. OUT 323.4 2.7' DIA.RIM 332.72INV. IN 324.0INV. OUT 323.9RIM 332.604" INV. IN 324.510" INV. IN 324.1INV. OUT 324.1 24"CPEPIN V . 3 0 0 . 4 9 I N V . 3 0 4 . 2 4 DDDD D DD XXXXXXXXX>>XXXX>1234567891011ABCDEE.1GF849 SFMTG/ MIXED USE10218039 SFHANGAR101404 SFEQUIPMENT106OH DOOR TRANSFER BEAMABOVESHIPPING ANDRECEIVINGHAND ANDEYE WASH1190 SFEQUIPMENT109208 SFRESTROOM10329 SFJAN104215 SFSTAIR 1105223 SFELECTRICAL107 286 SFFIRE PUMP108EDGE OF SOLAR PANEL SUNSHADE SYSTEM ABOVEUPCHAIN FALL HO ISTPOINT LOAD LOCATIONLINE OF SOFFIT ABOVEWALL HUNG BIKE RACK (3)326'31 1 'XXX XXX XSEEEWVSSDSSWV S D D DWVWVWVB WV D D D D DDD DD DDD S FP 4 " PO P L A R ( 2 ) V E N T P I P E GATE1 0 " A P P L E 1 4 " M A P L EGA T E 4" M A P L E 4"MAPLE A - 9 A - 1 4 4"MAPLE 1 4 "M A P L E A - 1 7GA T E E A G L E D R 4"M A P L E A - 2 A- 1 1 4 "M A P L E A - 1 8 2 " A P P L E A- 1 S T A R T CU RV E S G A T E GATE A- 6 4"MAPLE 10"PVC A - 7 4"MAPLE 3 "M A P L E ( 8 ) A - 4 A- 8 CARP O OL P A R KI N G O N L Y( 6) 4"MAPLE 4 " P I N E 4 " C H E R R Y SHELTER A- 3 A- 1 5 1 0 " M A P L E ( 6 ) 4 " C H E R R Y ( 2 ) A - 1 9 A - 1 2 G A T E A - 1 6 3 " C H E R R Y 4" B I R C H A- 5 4"MA P L E S L 2 5 G A T E A - 1 3 A - 1 0 4"MAPLE 2 "S P R U C E 4 "D I A S T E E L B O L L A RD S CO N C F I L L E D 6 ' AG ( T Y P . ) EL P A N E LMU L T I P L E D R O P SW/ M E T E R & S H U T O F F BR E A K E R 9 "D I A S T E E L BO L L A RD CO N C F I L L E D 3 . 5 ' A G CONC. C O NC . CON C. CONC.CONC. WALKCONC. WALK CONC. WALK1.2' X 1.2'PVC EL LID0.1'AG 1.4' X 2.1'PVC EL LIDFLUSHFLAGPOLEU LEVELZ LEVELPARKING(3)METAL STOCKADEFENCE 7'AG CONC. WALK 1.0' X 1.4'EL LIDFLUSH 2.6'DIA. PVCRIM 330.532.6'DIA. PVCRIM 329.74 1.6'DIA. PVCRIM 330.31 WOOD STEPS S L 1 0M P H 1 1/2"WIDE/1 1/2 " T A L L W O O D C U R B 4 . 5 ' T A L L P O S T 0. 2 ' D I A . S T E E L R PRP R PRP R P R P GP G P G P GP G P GP G P G P G P G P G P V S E # 7 4 2 5 / 8 " R E B A R V S E C O N T RO L C A P N 7 1 6 3 5 9 . 0 0 5 E 1 4 7 2 1 1 6 . 1 4 8 E L E V 3 2 4 . 7 8 5 C ON D U I T 2' T A L L C O ND U I T 2' T A L L CO N D U I T 2' T A L L VSE #340MAG NAILN 716610.951E 1471869.018ELEV 327.036 R P S S SSS SS S S S SS S S S S SS S S S S S SSS S S SSSDSD SD SD SD SD SD SDSDSDSDUDGASGASG A S GASGASUGTEEEEEEEEE E E EEEEEEEEEE EDDSDS S SWWWW WEUGT UGT UGT UGT UGT UGT U G T UGTUG T U G T U G T U G T UG T UG T EEW WWWWGSSSSSSSDSDWATER STRUCTURE TABLENAMEHYD-1HYD-2HYD-3WAT-45HB-1WAT-45HB-2WAT-45HB-3WAT-45HB-4WAT-90HB-1WAT-90HB-2WAT-1125VB-1WAT-1125VB-2WAT-CORP-1WAT-PLUG-1WAT-PLUG-2WAT-TEE-1WAT-TEE-2WAT-TEE-3WAT-TEE-4WAT-TEE-5WAT-VLV-1DETAILSFIRE HYDRANTFIRE HYDRANTFIRE HYDRANT45D HORIZONTAL BEND45D HORIZONTAL BEND45D HORIZONTAL BEND45D HORIZONTAL BEND90D HORIZONTAL BEND90D HORIZONTAL BEND11.25D VERTICAL BEND11.25D VERTICAL BENDCORPORATION12" STUB WITH 12" GATE VALVE AND END CAP12" STUB WITH 12" GATE VALVE AND END CAP12" X 12" X 12" TEE12" X 12" X 6" TEE12" X 12" X 8" TEE12" X 12" X 6" TEE12" X 12" X 8" TEEVALVENORTHING AND EASTINGN: 716294.33E: 1472011.32N: 716199.39E: 1472134.37N: 716462.52E: 1472056.55N: 716407.52E: 1471711.87N: 716286.17E: 1471837.93N: 716289.10E: 1471991.66N: 716595.85E: 1471876.57N: 716150.89E: 1472151.17N: 716447.58E: 1472043.26N: 716344.18E: 1471777.67N: 716298.49E: 1471825.13N: 716245.60E: 1472041.93N: 716417.80E: 1471701.60N: 716176.43E: 1472173.70N: 716406.87E: 1471702.63N: 716281.60E: 1472000.32N: 716244.54E: 1472043.17N: 716180.18E: 1472117.56N: 716679.27E: 1471871.69N: 716404.69E: 1471674.48SEWER STRUCTURE TABLENAMEEX.SMH-1EX.SMH-2OWS-601SEW-PLUG-1SMH-602SMH-603SMH-605SMH-606SMH-608SMH-610SMH-611SMH-612SMH-613SMH-614SMH-615SMH-616SMH-617DETAILS48" DIA MH (ECCENTRIC)RIM = 311.49'INV IN = 303.20 (E)INV IN = 303.20 (N)INV OUT = 302.90 (SW)48" DIA MH (ECCENTRIC)RIM = 323.43'INV OUT = 318.80 (S)PRECAST CONCRETE RECTANCULAR STRUCTURERIM = 325.50'INV IN = 313.71 (SW)INV OUT = 313.71 (SE)RIM = 320.40'INV OUT = 315.90 (SW)48" DIA MH (ECCENTRIC)RIM = 325.28'INV IN = 318.78 (NE)INV OUT = 313.92 (NW)48" DIA MH (ECCENTRIC)RIM = 325.28'INV IN = 313.81 (NW)INV IN = 318.78 (NE)INV IN = 313.81 (SE)48" DIA MH (ECCENTRIC)RIM = 323.21'INV IN = 313.60 (SE)INV OUT = 313.50 (NW)INV OUT = 313.50 (NE)48" DIA MH (ECCENTRIC)RIM = 323.13'INV IN = 312.93 (SE)INV IN = 318.37 (NE)INV OUT = 312.83 (W)48" DIA MH (ECCENTRIC)RIM = 320.97'INV IN = 315.49 (NE)INV OUT = 315.39 (NW)48" DIA MH (ECCENTRIC)RIM = 315.27'INV IN = 308.93 (E)INV OUT = 308.83 (S)48" DIA MH (ECCENTRIC)RIM = 311.79'INV IN = 308.14 (N)INV OUT = 308.04 (SW)48" DIA MH (ECCENTRIC)RIM = 311.28'INV IN = 307.63 (NE)INV OUT = 307.53 (SW)48" DIA MH (ECCENTRIC)RIM = 310.62'INV IN = 307.10 (NE)INV OUT = 307.00 (SW)48" DIA MH (ECCENTRIC)RIM = 309.47'INV IN = 305.95 (NE)INV OUT = 305.85 (W)48" DIA MH (ECCENTRIC)RIM = 308.32'INV IN = 304.52 (E)INV OUT = 304.42 (W)48" DIA MH (ECCENTRIC)RIM = 313.30'INV IN = 304.10 (E)INV OUT = 304.00 (S)48" DIA MH (ECCENTRIC)RIM = 308.39'INV IN = 303.50 (N)INV OUT = 303.40 (W)NORTHING AND EASTINGN: 715778.97E: 1471265.35N: 716104.70E: 1471293.22N: 716264.98E: 1472074.67N: 716183.69E: 1472165.36N: 716250.51E: 1472091.11N: 716258.21E: 1472082.36N: 716252.90E: 1472057.33N: 716272.04E: 1472035.78N: 716168.61E: 1472152.21N: 716243.26E: 1471871.79N: 716104.57E: 1471893.37N: 716030.73E: 1471851.27N: 715963.50E: 1471791.43N: 715913.02E: 1471678.17N: 715891.60E: 1471408.75N: 715876.50E: 1471299.08N: 715781.39E: 1471278.57334' 328'327'326' 326' 326' 316' 311' S EEE WV S SD SS WV S DDD WVWVWV B WV ED E E E EEE E WV D D DD DDDD D DD D D DDDDE B DD E D D D W BB S FP GATE 12"PINE 4"POPLAR( 2 )VENT PIPE BLUE TW L IG H T BLUE BLUE 23 0.4'TALL 0.7'TALL 355 VALL E Y R O A D GATE 14"MAPLE12"MAPL E 32"DIA 10"APPLE14"MAPLE GATE GATE 4"MAPLE 4"MAPL E A-9 A-14 4"MAPLE 14"MAPL EA-17 GATE EAGLE DR 4"MAPLE A-2 A-11 4"MAPLE A-18 2"APPLE A-1 START CURVESGATE GATE A-6 4"MAPLE 10"PVC A-7 4"MAPLE 3"MAPL E ( 8 ) A-4 A-8 CARPOOL PARKING ONLY(6) 4"MAPLE 4"PINE 4"CHER R Y SHELTER A-3 A-15 10"MAPL E ( 6)4"CHERRY( 2 ) A-19 A-12 GATE A-16 3"CHERRY 4"BIRCH A-5 4"MAPLE SL 25 GATE A-13 A-10 4"MAPLE 2"SPRUC E 4"DIA STE E L B O L L AR D S CONC FILL E D 6 ' A G ( T Y P .) EL PANELMULTIPL E D RO P S W/ METE R & S H U TO F F B R E AK E R 9"DIA STE E L BO L L AR D CONC FILL E D 3 . 5 ' AGCONC. CONC. CONC. CONC. CONC. W A LK CONC. W A LK CONC. WALK1.2' X 1.2'PVC EL LID0.1'AG 1.4' X 2.1'PVC EL LIDFLUSHFLAGPOLE U LEVELZ LEVELPARKING( 3 ) METAL ST O CK A D E FENCE 7' A G CONC. WAL K 1.0' X 1 . 4 ' EL LIDFLUSH 2.6'DIA . P VC RIM 33 0 . 5 3 2.6'DIA. PV C RIM 32 9 . 7 4 1.6'DIA . P VCRIM 330.31 WOOD ST E P S SECURIT Y CA M E RA WARNING G AS P I PE L I NE SL 10MPH K, J SIG N 1 1/2"WI D E / 1 1 / 2 " T A L L W O OD C U R B K SIGN GATE RP 4.5' TALL P O ST 0.2' DIA. S T E EL RP RP RP RP RP RP RP RP RP RP RP RP RP RP RP RP GPGPGPGPGP GP GP GP GP GP GP GPGP GPGPGPGPGP GP GP GP GP GP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGPGP GPGPGP GP GP GP GP GP GP GP GPGP GP GP GP GPGP 1140921-12LI/1D R O P VEHICLE DP FREGENERAT I O N A R EA VSE #7 4 0 5/8"REB A R V S E C O N TR O L C A P N 7169 3 3 . 66 4 E 14721 8 7 .0 8 9 ELEV 33 4 . 57 4 APRONSIGN ELEC. MH STOP HOLD F ORTAXIING A I R CR A F T COMMUN I C AT I O N INSTRUC T I ON S SI G N STOP H O L D F O R TAXIIN G A IR C RA F T VSE #7 4 1 5/8"REB A R V S E CO N TR O L CA P N 71655 3 . 06 1 E 14725 4 7 . 11 5 ELEV 32 5 . 2 96 VSE #742 5/8"REB A R V S E C O N TR O L C A P N 716359 . 0 05 E 1472116 . 1 48 ELEV 324 . 7 85 CONDUIT2' TALL CONDUI T 2' TALL CONDUIT2' TALL 7' TALLELEC PA N E L VSE #34 0 MAG NAI L N 7166 1 0 . 95 1 E 14718 6 9 . 01 8 ELEV 3 2 7 . 03 6 RP X 4"X4"CONC 0 . 1' A G PLUMB / S T AB L E 4"X4"CON C FLUSH/ S T AB L E EXISTING P A R C E L L I N E / Z O N I N G L I N E EXISTING PA R C E L L I N E /ZO N I NG L I N E EXISTING PARCEL LINE/ZONING LINE 20' WIDE EASEMENT 5 CALK I NS CT N/F CA L KI NS F AM IL Y LIMITE D P A RT N ER SH I P EXISTI N G P R O PE R T Y L I N E/ Z O NI N G LI N E VENTPIPE TEL PED4'TALL S RIM=33 2 . 1 9 'RIM=325.1 5 'COULD NO T A CC E SS WARNING G AS P I PE L I NE KEYPAD project name:sheet title:sheet no.scale:project no.drawn by/checked by:date:P. 802.879.5153 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:original sheet size:ARCH E12/10/2022 7:33:10 PM \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\BCC\drawing\sheet_files\179450350_BCC_c-102_utility_plan.dwg GENERAL AVIATION HANGAR 1794503502/11/22ISSUED FOR PERMIT SET2/11/2022VALLEY WEST APRON, SOUTH BURLINGTON, VT 05403DateRevisions Stantec Architecture and Engineering P.C.193 Tilley Dr., Suite 101South Burlington VT 05403-7824 U.S.A.802.864.0223www.stantec.comTel.LAMC-102UTILITY PLANC-10202/11/2022INITIAL SUBMISSION1:40 XXXXXXXXXXXXXXXXXXX>>>>XXXXXXXXX>>8"PVC8"PVC24"HDPE24"HDPE 24"HDPE2 . 2 ' D I A . D I TG 3 2 4 . 7 7 IN V 3 2 0 . 1 BO T 3 1 7 . 924"RCPINV 3 2 3 . 58"PVC CHANNELINV 32 4 . 8 TG 32 5 . 7 2 8 " I N VS 3 2 4 . 1 1 2 " INV OU T 3 2 3 . 6 BO T 3 2 3 . 4 12"D IRIM 3 2 5 . 73 1 2 " IN V IN 3 21 . 2 2 4 " INV IN 3 1 9 . 224 " IN V O U T 3 1 9 . 1 BOT 3 1 6 . 9 24"RCPRIM 324.94BOT 317.4RIM 325.36BOT 317.5RIM 325.12INV 310.6BOT 310.2RIM 324.68INVS 318.5BOT 317.1RIM 325.40BOT 315.6RIMS 325.3BOT 315.524"HDPE18"HDPE18"HDPERIM 325.12BOTS 315.5INV 311.6 RIM 325.79INVS 318.7BOT 317.1 RIM 325.25INV 310.5BOT 307.2 24"HDPE RIM 325.728"INV 323.124"INVS 318.1BOT 316.7RIM 325.42INVS 310.2BOT 308.5 INV 324.22.6' DIA. DITG 322.8824"INV IN SE 317.524"INV IN NE 306.018"INV IN NW 299.9INV OUT 299.9BOT 298.41' X 1' EL LID E L TR A NS FORMER 3 ' AG 7 'D I A W IND TURB IN E 12"RCPEL TRANSFORMER 2.5'AG 8"PVC36"RCP T E L P ED 36"RCPAB ANDON ED PO L E 36"RCP10"PVC12"CPEPEL PANELS 12"PVC 4 " P V C 8 ' AG VEN T18"CPEP18"CPEP IN V . 3 1 0 . 97 INV . 3 2 2 . 1 1 TG 3 2 6 . 1 8 IN V 3 2 3 .4 2BOT 3 22 .0 INV. 327.27INV. 327.35 RIM 331.46INV. IN 324.4INV. OUT 324.3 INV. 326.16RIM 330.938"PVC 327.5INV. OUT 326.7BOT. 325.7 RIM 323.7315" INV. IN 299.436" INV. IN 299.8INV. OUT 299.6BOT. 297.2 RIM 3 20 .9 4 I N V . IN 2 9 8 . 6 IN V . OU T 2 9 8 . 5BOT . 2 9 8 . 3 INV . 29 8 . 2 8 R IM 30 6 . 9 5 IN V . IN 2 9 8 . 2 P LUGG ED IN V . O U T 29 7 . 9BOT . 2 9 7 .8RIM 3 0 2 . 6 1 1 8 " IN V . IN 2 9 7 .6 1 2 " INV . IN 2 9 8 . 0 BO T . 2 9 7 . 1 8"PVCTEL 8"PVC24"HDPE24"HDPE24"HDPE 24"HDPE2 . 2 ' D I A . D I TG 3 2 4 . 7 7 IN V 3 2 0 . 1 BO T 3 1 7 . 924"RCPINV 3 2 3 . 58"PVC CHANNELINV 32 4 . 8 TG 32 5 . 7 2 8 " I N VS 3 2 4 . 1 1 2 " INV OU T 3 2 3 . 6 BO T 3 2 3 . 4RIM 3 2 5 . 73 1 2 " IN V IN 3 21 . 2 2 4 " INV IN 3 1 9 . 224 " IN V O U T 3 1 9 . 1 BOT 3 1 6 . 9 24"RCP8"PVC CHANNELIN V 3 2 5 . 1 RIM 324.94BOT 317.4RIM 325.36BOT 317.5RIM 325.12INV 310.6BOT 310.2RIM 324.68INVS 318.5BOT 317.1RIM 325.40BOT 315.6RIMS 325.3BOT 315.524"HDPE18"HDPE18"HDPEEL RIM 325.12BOTS 315.5INV 311.6 RIM 325.79INVS 318.7BOT 317.1 RIM 325.25INV 310.5BOT 307.2 24"HDPE RIM 325.728"INV 323.124"INVS 318.1BOT 316.7RIM 325.42INVS 310.2BOT 308.5 INV 324.22.6' DIA. DITG 322.8824"INV IN SE 317.524"INV IN NE 306.018"INV IN NW 299.9INV OUT 299.9BOT 298.4 DDDDDGAS LINE WITNESS DDDD1234567891011ABCDEE.1GF849 SFMTG/ MIXED USE10218039 SFHANGAR101404 SFEQUIPMENT106OH DOOR TRANSFER BEAMABOVESHIPPING ANDRECEIVINGHAND ANDEYE WASH1190 SFEQUIPMENT109208 SFRESTROOM10329 SFJAN104215 SFSTAIR 1105223 SFELECTRICAL107286 SFFIRE PUMP108EDGE OF SOLAR PANEL SUNSHADE SYSTEM ABOVEUPCHAIN FALL HOISTPOINT LOAD LOCATIONLINE OF SOFFIT ABOVEWALL HUNG BIKE RACK (3)326'XXXXX XXX X WV S D D DWVWV D DD DDDDDDDD DGATE4"MAPLE A - 9 A - 1 4 4"MAPLE A - 1 7 4"MAPLE A- 1 1 4"MAPLE A - 1 8 2"APPLE CUR V E SGATEGATE4"MAPLE 10"PVC A- 7 4"MAPLE A- 8 CARPOOL PARKING ONLY(6)4"MAPLE4"PINE SHELTER A- 1 5 1 0 "MA P LE ( 6 )A- 1 9 A- 1 2 A -1 64" B I R CH 4"MAPLE SL 25GATE A -1 3 A - 10 4"MAPLE 2"SPRUCE4"D IA ST E E L BO L L A RDSCONC F I L L ED 6 'A G ( T Y P . ) E L P ANE LMUL T I P L E DRO P SW/ M E T ER & SHU TO F F BR E AK E R9"DIA STEEL BOLLARDCONC FILLED 3.5'AGCONC.CONC.CONC.CONC. WALKFLAGPOLE METAL STOCKADEFENCE 7'AG2.6'DIA. PVCRIM 330.53 2.6'DIA. PVCRIM 329.74 WOOD STEPSSL 10MPH 1 1/2"WIDE/1 1/2"TALL WOOD CURB 4 . 5 ' T A L L PO S T 0 . 2 ' D I A . S T EE L RP R P R P R PRP RP GPGPGPGP GP GP GP GP GP GPVSE # 7 4 2 5 / 8 " R E B A R VS E CON TRO L CA PN 7 1 63 5 9 . 0 0 5 E 1 4 7 2 1 1 6 . 14 8 E L E V 3 2 4 .7 8 5 CONDUIT2' TALL CONDUI T 2 ' TA L L CONDUI T 2 ' TA L LVSE #340MAG NAILN 716610.951E 1471869.018ELEV 327.036RP S SSS S SDSD SD SDSDSDSDSDUDUDS SS GDD DSDSDSDSDSDSD 334' 328' 327'326' 326' 326' 316' 311' S EEE WV S SD SS WV S D D D WVWVWV B WV ED E E E EEE E WV D D D D DDDD D DD D D D D DDE B DD E D D D W BB S FP GATE 12"PINE 4"POPLAR(2)VENT PIPE BLUE TW L I G HT BLUE BLUE 23 0.4'TALL 0.7'TALL 355 VALLE Y R O AD GATE 14"MAPLE12"MAPLE 32"DIA 10"APPLE14"MAPLE GATE GATE 4"MAPLE 4"MAPLE A-9 A-14 4"MAPLE 14"MAPLEA-17 GATE EAGLE DR 4"MAPLE A-2 A-11 4"MAPLE A-18 2"APPLE A-1 START CURVESGATE GATE A-6 4"MAPLE 10"PVC A-7 4"MAPLE 3"MAPLE ( 8 ) A-4 A-8 CARPOOL PARKING ONLY(6) 4"MAPLE 4"PINE 4"CHERR Y SHELTER A-3 A-15 10"MAPLE ( 6 )4"CHERRY(2) A-19 A-12 GATE A-16 3"CHERRY 4"BIRCH A-5 4"MAPLE SL 25 GATE A-13 A-10 4"MAPLE 2"SPRUCE 4"DIA STEEL B O LL A R D S CONC FILLE D 6 ' AG ( T Y P. ) EL PANELMULTIPLE D R O PS W/ METER & S HU T O F F B R E AK E R 9"DIA STEEL B O L LA R D CONC FILLED 3 . 5 'A GCONC. CONC. CONC. CONC. CONC. W A L K CONC. WA L K CONC. WALK1.2' X 1.2'PVC EL LID0.1'AG 1.4' X 2.1'PVC EL LIDFLUSHFLAGPOLE U LEVELZ LEVELPARKING(3) METAL STO C K AD E FENCE 7'AG CONC. WALK 1.0' X 1. 4 ' EL LIDFLUSH 2.6'DIA. P V C RIM 330. 5 3 2.6'DIA. PVC RIM 329. 7 4 1.6'DIA. P V CRIM 330.31 WOOD STEP S SECURITY C A ME R A WARNING G A S PI P E L IN E SL 10MPH K, J SIGN 1 1/2"WIDE / 1 1 / 2 " T A L L W O O D C U RB K SIGN GATE RP 4.5' TALL PO S T 0.2' DIA. ST E E L RP RP RP RP RP RP RP RP RP RP RP RP RP RP RP RP GPGPGPGPGP GP GP GP GP GP GP GPGP GPGPGPGPGP GP GP GP GP GP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGP GP GPGPGP GPGPGP GP GP GP GP GP GP GP GPGP GP GP GP GPGP 1140921-12LI/1DR O P VEHICLE D P FREGENERATIO N A RE A VSE #74 0 5/8"REBA R V SE C O NT R O L C A P N 716933 . 6 6 4 E 147218 7 . 0 89 ELEV 334 . 5 7 4 APRONSIGN ELEC. MH STOP HOLD F O RTAXIING AIR C R A FT COMMUNI C A T IO N INSTRUCT I O N S S I G N STOP HO L D FO R TAXIING A I RC R A F T VSE #74 1 5/8"REBA R V S E C O NT R O L CA P N 716553 . 0 6 1 E 147254 7 . 1 1 5 ELEV 325. 2 9 6 VSE #742 5/8"REBA R V SE C O NT R O L C A P N 716359.0 0 5 E 1472116.1 4 8 ELEV 324.7 8 5 CONDUIT2' TALLCONDUIT2' TALL CONDUIT2' TALL 7' TALLELEC PAN E L VSE #340MAG NAIL N 71661 0 . 9 5 1 E 147186 9 . 0 1 8 ELEV 327 . 0 3 6 RP X 4"X4"CONC 0 . 1 ' A G PLUMB/S T A B LE 4"X4"CONC FLUSH/ST A B L E EXISTING PA R C E L L I N E / Z O N I N G L I N E EXISTING PARC E L L I NE/ Z O N ING L I N E EXISTING PARCEL LINE/ZONING LINE 20' WIDE EASEMENT 5 CALKI N S C T N/F CAL K IN S FA M I LY LIMITED P AR T NE R SH I P EXISTIN G P RO P E R TY L I N E/ Z O N IN G L IN E VENTPIPE TEL PED4'TALL S RIM=332. 1 9 'RIM=325.15 'COULD NOT A C C ES S WARNING G A S PI P E L IN E KEYPAD project name:sheet title:sheet no.scale:project no.drawn by/checked by:date:P. 802.879.5153 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:original sheet size:ARCH E12/10/2022 5:42:09 PM \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\BCC\drawing\sheet_files\179450350_BCC_c-111_grading_drainage_plan.dwg GENERAL AVIATION HANGAR 1794503502/11/22ISSUED FOR PERMIT SET2/11/2022VALLEY WEST APRON, SOUTH BURLINGTON, VT 05403DateRevisions Stantec Architecture and Engineering P.C.193 Tilley Dr., Suite 101South Burlington VT 05403-7824 U.S.A.802.864.0223www.stantec.comTel.LAMC-111GRADING & DRAINAGEPLANC-11102/11/2022INITIAL SUBMISSION1:20 326'A - 1 4 A - 1 1 2"APPLE A - 1 5 A - 1 2 SL 25 A - 1 3 A - 1 0 SL 10MPH 4 . 5 ' T A L L PO S T 0 . 2 ' D I A . S T E E L R P R P R P R P RP GP GPGPGPGPGPGPGPGP G P G P G P G P G P G P G P G P GP G P G P G PGP G P G PGP V S E # 7 4 2 5 / 8 " R E B A R V S E CO N T RO L C A PN 7 1 6 3 5 9 . 0 0 5 E 1 4 7 2 1 1 6 . 1 4 8 E L E V 3 2 4 . 7 8 5 RP 849 SFMTG/ MIXED USE10218039 SFHANGAR101404 SFEQUIPMENT106OH DOOR TRANSFER BEAMABOVESHIPPING ANDRECEIVING1190 SFEQUIPMENT109208 SFRESTROOM10329 SFJAN104215 SFSTAIR 1105223 SFELECTRICAL107286 SFFIRE PUMP108UPCHAIN FALL HOISTPOINT LOAD LOCATION1234567891011ABCDEE.1GF8"PVC XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>XXXXXXXXXXXXXXXXXXX>>>>S S S S S S S S S S S S SSSSSSSSSSS SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDS S S S SWWWWWWWWWW WWW W WWWWWWWW W WWWWSDSDSDSD SD SD SD SWWWWWWWWWWWWWWWWWWWSDSDSDGASGASGASGASGASGASGAS GASGASGASG A S GASGASGASGASGASGASGASGASGASGASGASGASUGTUGTUGTUGT UGT UGT UGT UGT UGT GDD10.50.1SASASASAWP2WP2WP2WPWPAAAAAAAAAWP16' AFG10' AFG (TYP)8' AFG8' AFG25' AFG25' AFG25' AFG20' AFG20' AFG20' AFG20' AFG1.0FC ISOLINE TYPICAL OF ALL0.5FC ISOLINE TYPICAL OF ALL0.1FC ISOLINE TYPICAL OF ALL1.0FC ISOLINE TYPICAL OF ALL0.5FC ISOLINE TYPICAL OF ALL0.1FC ISOLINE TYPICAL OF 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AFGWP8' AFG10.50.1PARKING AREAMAIN ENTRY AREAproject name:sheet title:sheet no.scale:project no.drawn by/checked by:date:P. 802.879.5153 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:original sheet size:ARCH E12/8/2022 10:54:58 AM I:\7\727516 BETA General Aviation & Flight Academy\Drawings\Electrical\727516 Beta GA Hangar Electrical Site Plan.dwg GENERAL AVIATION HANGAR 21-14422/11/22ISSUED FOR PERMIT SET2/11/2022VALLEY WEST APRON, SOUTH BURLINGTON, VT 05403DateRevisions SCALE: 1" = 20'8.5"NOT TO SCALESTATISTICSDescriptionSymbolAvgMaxMinPARKING AREA+0.93 fc3.8 fc0.1 fcMAIN ENTRY+2.37 fc5.6 fc0.4 fcLIGHTING FIXTURE SCHEDULETYPEMANUFACTURER & MODELNO.DESCRIPTIONLAMPSWATTSLUMENSVOLTSREMARKSALITHONIAWF4-LED-3OK-MVOLT-90CRI-MW4" RECESSEDLED10.1800120/2770-10V DIMMING, MOUNT TO UNDERSIDE OFCANOPY, CONTROLLED BY DIGITALASTRONOMICAL TIMECLOCK & PHOTOCELLSALITHONIADSXO-LED-P2-30K-T4M-MVOLT-SPA-PIRH-HS-DBLXDPOLE LIGHTLED495458120/277PROVIDE 18' POLE LITHONIA#SSS-18'-4C-DM28AS-DBLXD, ON 2' BASE.MOUNTING HEIGHT OF 20' AFG. REDUCELIGHT LEVEL TO 30% WHEN UNOCCUPIEDWITH INTEGRAL MOTION AND AMBIENTSENSORWPLITHONIAWDGE2-LED-P1-30K-80CRI-T3M-MVOLT-SRM-E20WC-DBLXDWALL PACKLED181205120/277INTEGRAL COLD WEATHER EM BATTERY.MOUNTING HEIGHT AS NOTED ON PLAN,CONTROLLED BY DIGITAL ASTRONOMICALTIMECLOCK & PHOTOCELLWP2LITHONIAWDGE4-LED-P2-30K-80CRI-RFT-MVOLT-SRM-DBLXDWALL PACKLED10614,868120/277MOUNTING HEIGHT AS NOTED ON PLAN,CONTROLLED BY DIGITAL ASTRONOMICALTIMECLOCK & PHOTOCELLRMR/ASGSITEPHOTOMETRICPLANSE1.3 project name:sheet title:sheet no.scale:project no.drawn by/checked by:date:P. 802.879.5153 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:original sheet size:ARCH E12/8/2022 10:54:58 AM I:\7\727516 BETA General Aviation & Flight Academy\Drawings\Electrical\727516 Beta GA Hangar Electrical Site Plan.dwg GENERAL AVIATION HANGAR 21-14422/11/22ISSUED FOR PERMIT SET2/11/2022VALLEY WEST APRON, SOUTH BURLINGTON, VT 05403DateRevisions RMR/ASGSITELIGHTINGCUTSHEETSSE1.4 DROP DROP CURB 326.0 + 325.8+ +323.0325.7+ 322.9+ 4.25% 325.5+ drop curb +323.99 322.48+ +325.70 323.98+ +319.28 +324.04 +325.72 324.01+ 324.61+ 324.82+ 324.28+ +324.45325.16+ +322.66 G PG P3 2 0'322323324326 3 2 4 3253 2 532517 3 B4.02 B4.0 B4.0 B4.0 1 3 4 1 2 3 4 5 6 7 8 9 10 11 A B C D E E.1 G 20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"16' - 2 1/2"4' - 9 1/2"20' - 0"20' - 0"20' - 0"21' - 0"8' - 0"110' - 0"200' - 0" 1 B5.0 2' - 6" 849 SF MTG/ MIXED USE 102 18039 SF HANGAR 101 404 SF EQUIPMENT 106OH DOORTRANSFER BEAM ABOVE B2.1 1 MEZZANINE ELEVATION 2' - 6" SHIPPING AND RECEIVING 16' - 6 1/2"Department Legend ACCESSORY CIRCULATION HANGAR MEETING STORAGE UTILITY CLEAR84' - 6 1/2"TRUE NORTHPLAN NORTH HAND AND EYE WASH 1190 SF EQUIPMENT 109 F 208 SF RESTROOM 103 29 SF JAN 104 215 SF STAIR 1 105223 SF ELECTRICAL 107 286 SF FIRE PUMP 108 EDGE OF SOLAR PANEL SUNSHADE SYSTEM ABOVE UP AREA OF MEZZANINE ABOVE 73' - 3" AREA OF MEZZANINE ABOVE 75' - 0" CHAIN FALL HOIST POINT LOAD LOCATION LINE OF SOFFIT ABOVE WALL HUNG BIKE RACK (3)project name:sheet title: sheet no. scale: project no. drawn by/checked by: date:P.802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF.802.872.2764project address:original sheet size:ARCH E1 1/8" = 1'-0"2/10/2022 4:22:06 PMC:\Users\austin\Documents\BETA_BCC GA HANGAR_austin@scottpartners.com.rvtGENERAL AVIATION HANGAR21-1442 AS/KT 2/11/22 FLOOR PLAN A2.0ISSUED FOR PERMIT SET 2/11/2022 VALLEY WEST APRON,SOUTH BURLINGTON, VT054031/8" = 1'-0"1 FLEX OPTION FLOOR PLAN 0'4'8'16'32' Date Revisions 1234567891011 1 A5.0 1 2 3 4 5 6 7 8 9 10 11 E E.1 G 1 A5.0 1321 SF MEZZANINE 202 TRUE NO RTHPLAN NORTH DN F 215 SF STAIR 1 201 1308 SF MEZZANINE #2 203 project name:sheet title: sheet no. scale: project no. drawn by/checked by: date:P.802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF.802.872.2764project address:original sheet size:ARCH E1 1/8" = 1'-0"2/10/2022 8:59:08 AMC:\Users\austin\Documents\BETA_BCC GA HANGAR_austin@scottpartners.com.rvtGENERAL AVIATION HANGAR21-1442 AS/KT 2/11/22 MEZZANINE ELEVATION & PLAN A2.1ISSUED FOR PERMIT SET 2/11/2022 VALLEY WEST APRON,SOUTH BURLINGTON, VT054031/8" = 1'-0"1 MEZZANINE ELEVATION 1/8" = 1'-0"2 MEZZANINE FLOOR PLAN 0'4'8'16'32' 0'4'8'16'32' Date Revisions FIRST FLOOR 0' -0" TOP OF DOOR 22' -0" PARAPET 32' -0" ROOF L.P. 26' -0" ROOF H.P. 28' -1" MEZZANINE 12' -0" 1 A5.0 INSULATED METAL PANELS HANGAR DOOR WITH POLYCARBONATE PANEL ABOVE & INTEGRATED STOREFRONT SYSTEM BELOW LOUVERED MECHANICAL SCREEN FIRST FLOOR 0' -0" PARAPET 32' -0" ROOF L.P. 26' -0" ROOF H.P. 28' -1" MEZZANINE 12' -0" INSULATED METAL PANEL LOUVERRED MECHANICAL SCREEN FIRST FLOOR 0' -0" PARAPET 32' -0" ROOF L.P. 26' -0" ROOF H.P. 28' -1" MEZZANINE 12' -0"9' - 8"INSULATED METAL PANEL 14'X14' OH DOOR WITH GLASS INSERT PANELS SOLAR PANEL ARRAY SOLAR PANEL SUNSHADE SYSTEM ALUMINUM STOREFRONT SYSTEM LOUVERED MECHANICAL SCREEN FIRST FLOOR 0' -0" PARAPET 32' -0" ROOF L.P. 26' -0" ROOF H.P. 28' -1" MEZZANINE 12' -0" 1 A5.0 9' - 8"INSULATED METAL PANEL SOLAR PANEL ARRAY SOLAR PANEL SUNSHADE SYSTEM ALUMINUM STOREFRONT SYSTEM ALUMINUM FRAMED WINDOWS LOUVERED MECHANICAL SCREEN project name:sheet title: sheet no. scale: project no. drawn by/checked by: date:P.802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF.802.872.2764project address:original sheet size:ARCH E1 1/8" = 1'-0"2/10/2022 8:59:14 AMC:\Users\austin\Documents\BETA_BCC GA HANGAR_austin@scottpartners.com.rvtGENERAL AVIATION HANGAR21-1442 AS/KT 2/11/22 BUILDING ELEVATIONS A4.0ISSUED FOR PERMIT SET 2/11/2022 VALLEY WEST APRON,SOUTH BURLINGTON, VT054031/8" = 1'-0"1 North 1/8" = 1'-0"2 East 1/8" = 1'-0"3 West 1/8" = 1'-0"4 South Date Revisions project name:sheet title: sheet no. scale: project no. drawn by/checked by: date:P.802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF.802.872.2764project address:original sheet size:ARCH E1 2/10/2022 8:59:17 AMC:\Users\austin\Documents\BETA_BCC GA HANGAR_austin@scottpartners.com.rvtGENERAL AVIATION HANGAR21-1442 AS/KT 2/11/22 RENDERED ELEVATIONS A5.1ISSUED FOR PERMIT SET 2/11/2022 VALLEY WEST APRON,SOUTH BURLINGTON, VT05403NORTH VIEW EAST VIEW INSULATED METAL PANELS HANGAR DOOR WITH PLOYCARBONATE PANEL ABOVE WITH INTEGRATED STOREFRONT SYSTEM BELOW INSULATED METAL PANELS T.O. WALL 32' - 0" T.O. WALL 32' - 0" LOUVERED MECHANICAL SCREEN INSULATED METAL PANEL T.O. WALL 38' - 0" T.O. WALL 38' - 0" Date Revisions project name:sheet title: sheet no. scale: project no. drawn by/checked by: date:P.802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF.802.872.2764project address:original sheet size:ARCH E1 2/10/2022 8:59:17 AMC:\Users\austin\Documents\BETA_BCC GA HANGAR_austin@scottpartners.com.rvtGENERAL AVIATION HANGAR21-1442 AS/KT 2/11/22 RENDERED ELEVATIONS A5.2ISSUED FOR PERMIT SET 2/11/2022 VALLEY WEST APRON,SOUTH BURLINGTON, VT05403SOUTH VIEW WEST VIEW INSULATED METAL PANEL SOLAR PANEL ARRAY ALUMINUM STOREFRONT SYSTEM INSULATED METAL PANEL SOLAR PANEL ARRAY ALUMINUM STOREFRONT SYSTEM 14'x14' OVERHEAD DOOR WITH GLASS INSERT PANELS T.O. WALL 32' - 0" T.O. WALL 32' - 0" SOLAR PANEL SUNSHADE SYSTEM LOUVERED MECHANICAL SCREEN INSULATED METAL PANEL ALUMINUM FRAMED WINDOWS LOUVERED MECHANICAL SCREEN SOLAR PANEL SUNSHADE SYSTEM T.O. WALL 38' - 0" T.O. WALL 38' - 0" Date Revisions project name:sheet title: sheet no. scale: project no. drawn by/checked by: date:P.802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF.802.872.2764project address:original sheet size:ARCH E1 2/10/2022 8:59:18 AMC:\Users\austin\Documents\BETA_BCC GA HANGAR_austin@scottpartners.com.rvtGENERAL AVIATION HANGAR21-1442 AS/KT 2/11/22 BUILDING PERSPECTIVES A5.3ISSUED FOR PERMIT SET 2/11/2022 VALLEY WEST APRON,SOUTH BURLINGTON, VT05403VIEW LOOKING NORTHEAST VIEW LOOKING SOUTHWEST Date Revisions 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 To: Art Klugo, BETA Date: May 11, 2022 Project #: 58568.01 From: David Saladino, PE Re: BETA General Aviation Hangar Facility, South Burlington, VT Traffic Assessment VHB has prepared this technical memorandum to summarize the traffic impacts associated with the proposed BETA General Aviation hangar in South Burlington, Vermont. Project Overview BETA is proposing to construct a general aviation hangar for aircraft maintenance and storage at the Burlington International Airport. The hangar is approximately 24,000 gross square feet (approximately 20,000 square feet for hangar space and 4,000 square feet for support space) and will house 10 employees. The proposed project is located off Eagle Drive at the corner of the future Da Vinci Drive that will be constructed as part of the BETA aircraft assembly facility project. Connection to BETA Campus Master Plan A comprehensive traffic evaluation of the BETA Campus Master Plan was summarized in the BETA Campus Master Plan Traffic Impact Study (January 2022). As shown below in Figure 1, the estimated trip generation from the proposed general aviation hangar was included in the Master Plan TIS. The Master Plan TIS evaluated the traffic impacts associated with all of the trips identified below in Figure 1 and concluded that, with the addition of a traffic signal at the BETA Site Driveway / US 2 intersection, the full build-out of the BETA campus, including the general aviation hangar, is not anticipated to generate unreasonable congestion or unsafe conditions on the adjacent roadway network. As this evaluation was conducted for the full build-out of the campus, modifications to the interim phasing of the various campus elements would not affect the overall conclusions of the Master Plan TIS. Figure 1: Trip Generation Summary from BETA Campus Master Plan Traffic Impact Study (January 2022) Ref: 58568.01 May 11, 2022 Page 2 \\vhb\gbl\proj\SBurlington\58568.00 Industrial Facility\docs\memos\BETA Training Facility Traffic Memo - 2022-05-11.docx US 2 / BETA Site Driveway Signal Warrant Analysis As noted above, the BETA Campus Master Plan TIS identified the need for a new traffic signal at the US 2 / BETA Site Driveway intersection to accommodate the full BETA campus build-out. Additionally, the Traffic Impact Study conducted for the first phase of the Campus Plan (285,000 sf manufacturing facility) concluded that the trips generated by this first phase were not high enough to warrant a traffic signal at the site driveway intersection. An updated signal warrant analysis was conducted to determine whether the trips generated by Phase 1 (285,000 sf manufacturing facility) plus the trips generated by the proposed general aviation hangar would be sufficient to meet the volume-based signal warrants at the site driveway. Rather than estimate the distribution of trips generated by the general aviation hangar over a 24-hour period, this analysis conservatively assumed that the hangar would generate its peak hour traffic volume (i.e. 13 enter, 13 exit) every hour of the day. As shown below in Figure 2, even with the conservative assumption of trips generated by the general aviation hangar, the combination of trips generated by the 285,000 sf manufacturing facility and the 24,000 sf general aviation hangar do not meet any of the three volume-based traffic signal warrants. The detailed signal warrant assessment worksheets can be found in the Appendix. Figure 2: Signal Warrant Summary - Phase 1 + General Aviation Hangar It should be noted that while the signal warrant analysis presented above assumed that all of the trips generated by the Phase 1 manufacturing facility would be arriving and departing from the main BETA campus, we understand that subsequent permitting of the Phase 1 manufacturing facility required a significant reduction in on-site employee parking and instead utilizes parking at the Burlington International Airport with a shuttle bus connection to service the majority of employee trips. While this scenario would lead to significantly fewer trips through the US 2 / BETA Site Driveway intersection, for the purposes of this technical memorandum, we chose to test a “worst case scenario” with the full manufacturing facility and general aviation trips included in the signal warrant analysis. Conclusion In conclusion, based on the findings of this traffic assessment, the proposed General Aviation Hangar project is not anticipated to generate unreasonable congestion or unsafe conditions on the adjacent roadway network. Number of Hours Met Warrant Met? Warrant 1: 8-Hour Condition A - 0 hours Condition B - 0 hours NO Warrant 2: 4-Hour 3 hours NO Warrant 3: Peak Hour 0 hours NO Ref: 58568.01 May 11, 2022 Page 3 \\vhb\gbl\proj\SBurlington\58568.00 Industrial Facility\docs\memos\BETA Training Facility Traffic Memo - 2022-05-11.docx APPENDIX Traffic Signal Warrant Analysis Worksheets Traffic Signal Warrant Analysis Workbook 5/11/2022 Municipality:South Burlington Analysis Date:5/11/2022 County:Cumberland County Conducted By:JDS PennDOT Engineering District:Agency/Company Name: Data Collection Date: Day of the Week: No Major Street Name and Route Number: Major Street Approach #1 Direction:E-Bound Major Street Approach #2 Direction:W-Bound 1 LANE(S) 40 MPH Minor Street Name and Route Number: Minor Street Approach #1 Direction:S-Bound Minor Street Approach #2 Direction:N/A 1 LANE(S) Applicable? Warrant Met? Yes No Yes No Yes No No N/A No N/A No N/A No N/A No N/A No N/A No N/A No N/A Warrant PA-1, ADT Volume Warrant Warrant PA-2, Midblock and Trail Crossings Warrant 5, School Crossing Warrant 6, Coordinated Signal System Warrant 7, Crash Experience Warrant 8, Roadway Network Warrant 9, Intersection Near a Grade Crossing TRAFFIC SIGNAL WARRANT ANALYSIS FINDINGS Warrant 1, Eight-Hour Vehicular Volume Warrant 2, Four-Hour Vehicular Volume Warrant 3, Peak Hour Warrant 4, Pedestrian Volume Number of Lanes for Moving Traffic on Each Minor Street Approach: Is the intersection in a built-up area of an isolated community of <10,000 population? STUDY AND ANALYSIS INFORMATION Williston Road Site Driveway Speed Limit or 85th Percentile Speed on the Major Street: Major Street Information Analysis Information Minor Street Information Number of Lanes for Moving Traffic on Each Major Street Approach: Traffic Signal Warrant Analysis - Williston Rd - Site Driveway - Phase 1 + General Aviation Hangar MUTCD Warrant 1 Sheet 1 of 1 Major Street:1 Lane Minor Street:1 Lane No Major Street Minor Street 100% 80% 70% 56% 100% 80% 70% 56% 1 1 500 400 350 280 150 120 105 84 2 or More 1 600 480 420 336 150 120 105 84 2 or More 2 or More 600 480 420 336 200 160 140 112 1 2 or More 500 400 350 280 200 160 140 112 Major Street Minor Street 100% 80% 70% 56% 100% 80% 70% 56% 1 1 750 600 525 420 75 60 53 42 2 or More 1 900 720 630 504 75 60 53 42 2 or More 2 or More 900 720 630 504 100 80 70 56 1 2 or More 750 600 525 420 100 80 70 56 0 No 3 No N/A N/A N/A MUTCD WARRANT 1, EIGHT-HOUR VEHICULAR VOLUME Condition A Satisfied? Condition A - Minimum Vehicular Volume Number of lanes for moving traffic on each approach Vehicles per hour on major street (total of both approaches)Vehicles per hour on higher-volume minor street approach (one direction only) Number of Lanes for Moving Traffic on Each Approach No Condition B - Interruption of Continuous Traffic Number of lanes for moving traffic on each approach Vehicles per hour on major street (total of both approaches)Vehicles per hour on higher-volume minor street approach (one direction only) Number of Unique Hours Met: Built-up Isolated Community With Less Than 10,000 Population or Above 40 MPH on Major Street? Combination of Condition A and Condition B Evaluation *Only applicable for Warrant 1 if after an adequate trial of other alternatives that could cause less delay and inconvenience to traffic has failed to solve the traffic problems. See Section 4C.02 of the 2009 MUTCD for application. Condition A Evaluation Condition B Satisfied? Combination of Condition A and Condition B Satisfied? Number of Unique Hours Met for Condition B: Number of Unique Hours Met for Condition A: Number of Unique Hours Met: Condition B Evaluation Combination of Conditions A and B Necessary?*: 5/11/2022Traffic Signal Warrant Analysis - Williston Rd - Site Driveway - Phase 1 + General Aviation Hangar MUTCD Warrant 2 Page 1 of 3 Total Number of Unique Hours Met On Figure 4C-1 Major Street:1 Lane 3 Minor Street:1 Lane Hour Interval Major Street Combined Highest Minor Street Approach Beginning At Vehicles Per Hour (VPH) Vehicles Per Hour (VPH) 12:00 AM 125 21 12:15 AM 100 21 12:30 AM 57 21 12:45 AM 45 21 1:00 AM 34 21 1:15 AM 36 20 1:30 AM 34 19 1:45 AM 30 18 2:00 AM 35 17 2:15 AM 35 17 2:30 AM 39 17 2:45 AM 40 17 3:00 AM 41 17 3:15 AM 53 16 3:30 AM 69 15 3:45 AM 109 14 4:00 AM 168 13 4:15 AM 210 13 4:30 AM 267 13 4:45 AM 330 13 5:00 AM 375 13 5:15 AM 488 16 5:30 AM 569 19 5:45 AM 699 22 6:00 AM 897 25 6:15 AM 1021 27 6:30 AM 1200 29 6:45 AM 1346 31 7:00 AM 1484 33 7:15 AM 1605 33 7:30 AM 1718 33 7:45 AM 1702 33 8:00 AM 1721 33 8:15 AM 1675 34 8:30 AM 1580 35 8:45 AM 1569 36 9:00 AM 1444 37 9:15 AM 1488 38 9:30 AM 1441 39 9:45 AM 1453 40 10:00 AM 1476 41 10:15 AM 1378 46 10:30 AM 1304 51 10:45 AM 1263 56 11:00 AM 1375 61 11:15 AM 1336 63 11:30 AM 1339 65 11:45 AM 1300 67 MUTCD WARRANT 2, FOUR-HOUR VEHICULAR VOLUME No Hourly Vehicular Volume Hour Met? Number of Lanes for Moving Traffic on Each Approach Built-up Isolated Community With Less Than 10,000 Population or Above 40 MPH on Major Street? 5/11/2022Traffic Signal Warrant Analysis - Williston Rd - Site Driveway - Phase 1 + General Aviation Hangar MUTCD Warrant 2 Page 2 of 3 Hour Interval Major Street Combined Highest Minor Street Approach Beginning At Vehicles Per Hour (VPH) Vehicles Per Hour (VPH) Hourly Vehicular Volume Hour Met? 12:00 PM 1184 69 12:15 PM 1296 65 12:30 PM 1371 61 12:45 PM 1334 57 1:00 PM 1220 53 1:15 PM 1102 53 1:30 PM 1143 53 1:45 PM 1214 53 2:00 PM 1248 53 2:15 PM 1321 63 2:30 PM 1300 73 2:45 PM 1331 83 Met 3:00 PM 1451 93 Met 3:15 PM 1524 94 Met 3:30 PM 1629 95 Met 3:45 PM 1695 96 Met 4:00 PM 1699 97 Met 4:15 PM 1681 97 Met 4:30 PM 1715 97 Met 4:45 PM 1688 97 Met 5:00 PM 1639 97 Met 5:15 PM 1536 80 Met 5:30 PM 1347 63 5:45 PM 1199 46 6:00 PM 1034 29 6:15 PM 909 28 6:30 PM 788 27 6:45 PM 698 26 7:00 PM 634 25 7:15 PM 587 24 7:30 PM 561 23 7:45 PM 488 22 8:00 PM 468 21 8:15 PM 407 22 8:30 PM 345 23 8:45 PM 335 24 9:00 PM 276 25 9:15 PM 255 25 9:30 PM 224 25 9:45 PM 206 25 10:00 PM 201 25 10:15 PM 194 24 10:30 PM 181 23 10:45 PM 148 22 11:00 PM 131 21 5/11/2022Traffic Signal Warrant Analysis - Williston Rd - Site Driveway - Phase 1 + General Aviation Hangar MUTCD Warrant 2Page 3 of 30100200300400500300 400 500 600 700 800 900 1000 1100 1200 1300 1400Minor Street Higher-Volume Approach - VPHMajor Street - Total of Both Approaches - Vehicles Per Hour (VPH)MUTCD Figure 4C-1. Warrant 2, Four-Hour Vehicular Volume MUTCD Warrant 3 Page 1 of 3 Major Street:1 Lane Minor Street:1 Lane Yes No Yes Yes Total Number of Unique Hours Met On Figure 4C-3 0 Hour Interval Major Street Combined Highest Minor Street Approach Beginning At Vehicles Per Hour (VPH) Vehicles Per Hour (VPH) 12:00 AM 125 21 12:15 AM 100 21 12:30 AM 57 21 12:45 AM 45 21 1:00 AM 34 21 1:15 AM 36 20 1:30 AM 34 19 1:45 AM 30 18 2:00 AM 35 17 2:15 AM 35 17 2:30 AM 39 17 2:45 AM 40 17 3:00 AM 41 17 3:15 AM 53 16 3:30 AM 69 15 3:45 AM 109 14 4:00 AM 168 13 4:15 AM 210 13 4:30 AM 267 13 4:45 AM 330 13 5:00 AM 375 13 5:15 AM 488 16 5:30 AM 569 19 5:45 AM 699 22 6:00 AM 897 25 6:15 AM 1021 27 6:30 AM 1200 29 6:45 AM 1346 31 7:00 AM 1484 33 7:15 AM 1605 33 7:30 AM 1718 33 7:45 AM 1702 33 8:00 AM 1721 33 8:15 AM 1675 34 Hour Met? Does the total entering volume serviced during the hour equal or exceed 650 vehicles per hour for intersection with three approaches or 800 vehicles per hour for intersections with four or more approaches? Indicate whether all three of the following conditions for the same 1 hour (any four consecutive 15- minute periods) of an average day are present* *If applicable, attach all supporting calculations and documentation. Is this signal warrant being applied for an unusual case, such as office complexes, manufacturing plants, industrial complexes, or high-occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time? Built-up Isolated Community With Less Than 10,000 Population or Above 40 MPH on Major Street? MUTCD WARRANT 3, PEAK HOUR Number of Lanes for Moving Traffic on Each Approach No Hourly Vehicular Volume Does the total stopped time delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equal or exceed 4 vehicle-hours for a one-lane approach or 5 vehicle-hours for a two-lane approach? Does the volume on the same minor-street approach (one direction only) equal or exceed 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes? 5/11/2022Traffic Signal Warrant Analysis - Williston Rd - Site Driveway - Phase 1 + General Aviation Hangar MUTCD Warrant 3 Page 2 of 3 Hour Interval Major Street Combined Highest Minor Street Approach Beginning At Vehicles Per Hour (VPH) Vehicles Per Hour (VPH) Hour Met? Hourly Vehicular Volume 8:30 AM 1580 35 8:45 AM 1569 36 9:00 AM 1444 37 9:15 AM 1488 38 9:30 AM 1441 39 9:45 AM 1453 40 10:00 AM 1476 41 10:15 AM 1378 46 10:30 AM 1304 51 10:45 AM 1263 56 11:00 AM 1375 61 11:15 AM 1336 63 11:30 AM 1339 65 11:45 AM 1300 67 12:00 PM 1184 69 12:15 PM 1296 65 12:30 PM 1371 61 12:45 PM 1334 57 1:00 PM 1220 53 1:15 PM 1102 53 1:30 PM 1143 53 1:45 PM 1214 53 2:00 PM 1248 53 2:15 PM 1321 63 2:30 PM 1300 73 2:45 PM 1331 83 3:00 PM 1451 93 3:15 PM 1524 94 3:30 PM 1629 95 3:45 PM 1695 96 4:00 PM 1699 97 4:15 PM 1681 97 4:30 PM 1715 97 4:45 PM 1688 97 5:00 PM 1639 97 5:15 PM 1536 80 5:30 PM 1347 63 5:45 PM 1199 46 6:00 PM 1034 29 6:15 PM 909 28 6:30 PM 788 27 6:45 PM 698 26 7:00 PM 634 25 7:15 PM 587 24 7:30 PM 561 23 7:45 PM 488 22 8:00 PM 468 21 8:15 PM 407 22 8:30 PM 345 23 8:45 PM 335 24 9:00 PM 276 25 9:15 PM 255 25 9:30 PM 224 25 9:45 PM 206 25 10:00 PM 201 25 10:15 PM 194 24 10:30 PM 181 23 10:45 PM 148 22 11:00 PM 131 21 5/11/2022Traffic Signal Warrant Analysis - Williston Rd - Site Driveway - Phase 1 + General Aviation Hangar MUTCD Warrant 3Page 3 of 30100200300400500600400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800Minor Street Higher-Volume Approach - VPHMajor Street - Total of Both Approaches - Vehicles Per Hour (VPH)MUTCD Figure 4C-3. Warrant 3, Peak Hour