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HomeMy WebLinkAboutAgenda 07_MP-24-02_200 Davinci Dr_BSD Aviation Tech#MP-24-02 1 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD MP-24-02_154 DaVinci Drive_BSD_amendment_SC_2024-06-18.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: June 12, 2024 Plans received: May 1, 2024 154 da Vinci Drive Master Plan Application #MP-24-02 Meeting date: June 18, 2024 Owner City of Burlington Burlington International Airport 1200 Airport Drive South Burlington, VT 05403 Applicant Burlington School District 150 Colchester Avenue Burlington, VT 05403 Property Info Tax Parcel 2000-0000_C Airport District 777.84 acres Engineer McFarland Johnson 426 Industrial Avenue Williston, VT 05495 Location Map #MP-24-02 2 PROJECT DESCRPTION Master plan application #MP-24-02 of Burlington School District to amend a previously approved 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 on 40.43 acres. The amendment consists of modifying the access and circulation to an adjacent existing hangar, 154 Davinci Drive. PERMIT HISTORY AND CONTEXT In April 2022, the applicant obtained master plan approval #MP-21-02A for a four phase development consisting of approximately 517,000 sf of commercial space in four buildings. This application proposes to modify the access and circulation in the northwest corner of that approved master plan area in order to serve a modified use in an existing building. The modified use, and the site improvements associated with that modified use, is being reviewed concurrently as site plan application #SP-24-20. Consequently, this report reflects only the standards of LDR Article 15.B pertaining to master plans. Staff has also included recommended findings pertaining to the Board’s approval of site plan #SP- 24-02 for a tree replacement plan for improperly removed trees. That approval included some minor modifications to the approved project phasing. Phasing is an element of master plan approval and therefore Staff has included those updates herein as a “clean up” element. COMMENTS Development Review Planner Marla Keene and Director of Planning and Zoning Paul Conner (“Staff”) have reviewed the plans submitted on May 1, 2024 and offer the following comments. LEVEL OF REVIEW 15.B.06E(1) Minor Amendment. An approved Master Plan may be amended concurrently with the application for preliminary or final subdivision or site plan review, without sketch plan review, if the proposed amendment represents a material change that does not deviate significantly from the Master Plan as approved, including the approved development plan and phasing schedule, and does not alter the overall buildout budget. This may include the reallocation of budgeted development parameters between development phases. Staff considers the proposed amendment, to modify allowed uses within the Master Plan, to qualify as a minor amendment. 15.B.04 MASTER PLAN COMPONENTS A. Submission Requirements. In addition to submission requirements under Appendix E, a Master Plan submitted for review under this Article must include each of the following listed components and information, to be presented in narrative, graphic, and tabular form, unless waived by the DRB as not applicable to a particular subdivision or development. A Master Plan includes several categories of submission requirements that are used in the application of standards of review. These include: #MP-24-02 3 B. Project Description. A map, narrative, and accompanying table(s) C. Context Report. A map and accompanying narrative that describe the area proposed for subdivision, development, or redevelopment, in relation to the existing and planned pattern and type of development in surrounding neighborhood, and to existing and planned City facilities, services, and infrastructure in the vicinity of the project D. Existing Conditions Report. A Site Conditions Map for the entire tract and accompanying narrative, that depict and describe existing [conditions]: E. Development Plan. One or more maps and an accompanying narrative that depict and describe the overall pattern, type, and density of development proposed for the entire project, and for each phase of development F. Summary Statistics. The following project statistics or metrics, presented in an easy to reference tabular format, must be provided for the entire tract or project area, and for each phase of development, unless waived by the DRB as not relevant or applicable to a particular project [see LDR 15.B.04F] G. Buildout Analysis and Budget. Based on the statistics provided under (F) above, the applicant must also provide an analysis for each of the following based on total forecasted demand at buildout, and as allocated for each phase of development, for use in determining the project’s total “Buildout Budget”: [See LDR 15.B.04G] H. Design Standards. The application must include proposed standards, specifications, illustrations, best management practices, or other forms of guidance for the following, consistent with City regulations in effect at the time of Master Plan approval, as applicable to all subsequent development under the Master Plan I. Phasing Plan. The application must include a narrative or table and map that clearly identify, describe and depict each phase of development, including properties included, designated development areas by use type, major streets, supporting infrastructure and facility improvements, civic spaces, and other public amenities to be provided prior to or in association with each phase; and a schedule for the timing and sequence of development over the period covered by the Master Plan, consistent with the City’s adopted Capital Improvement Program and Official Map. J. Management Plan. A narrative description of the proposed management structure responsible for project development, to include all principals or entities with direct control over and responsibility for the financing, permitting, construction, and completion of development under the Master Plan; and, following project completion, for long-term ownership, management, operation, and maintenance of capital and community assets. The applicant has provided a very brief response to these application requirements in their cover memorandum. The purpose of these application requirements is to establish the framework for review of the master plan and subsequent applications under the master plan. In this instance, given the nature of the amendment to change the configuration of a parking area within the existing approved Master Plan, Staff considers that the Board may accept the minimalistic responses to the above submission requirements of 15.A.04B. 1. Staff recommends the Board affirm that it will accept the submission requirements as having been adequately addressed. #MP-24-02 4 15.B.05 REVIEW STANDARDS (A) Findings. For Master Plan approval, the DRB must find that: (1) The Master Plan includes all the components required under 15.B.04 above, in sufficient detail to provide the framework and standards for future development under the plan, unless specifically waived by the DRB as not applicable to the proposed subdivision or development; The framework and standards for the master plan were established in MP-21-02A. (2) The overall type, pattern, and density of development, and allocation of land uses, are consistent with these Regulations and other City regulations in effect at the time of application, including relevant subdivision, zoning district or planned unit development standards; Staff considers the proposed amendment to be consistent with the approved overall type, patterns, and density of development. The change is to access and circulation to support an adjacent property change in use is from general aviation hangar to aircraft related instruction. No changes to access points onto a public, or future public, street are proposed. (3) The proposed Development Plan demonstrates the efficient, coordinated, and integrated development and use of land which: (a) Considers existing topography and physical site constraints; (b) Avoids or minimizes and mitigates the impacts of future development on environmental resources identified for protection, as enumerated in Article 12, and as incorporated into the overall design; (c) Defines an overall pattern of development, including proposed streets and blocks, that is consistent with the zoning district or proposed type of planned unit development; (d) Maintains street, pedestrian, and transit connectivity, and contiguous or accessible open space with the adjoining neighborhood, and within and between each phase of development; (e) Avoids, or minimizes and mitigates the adverse impacts of development on adjacent properties and uses, through the designation of transition areas or buffer areas along the project perimeter; and (f) Includes adequate standards specific to each type and phase of development, to include guidance for the functional and aesthetic integration of development with the surrounding neighborhood, and provisions for buffering or screening incompatible land uses. To the extent the proposed modification within the master plan area affects compliance with these criteria, Staff considers these criteria to be met. Specific comments pertaining to required buffering and screening are provided in association with concurrent site plan application #SP- 24-20. (4) The Buildout Budget sets reasonable development parameters for the entire project, and as allocated for each phase of development, for reference in subsequent regulatory reviews, as necessary to identify and limit the cumulative and overall impacts of project development on City infrastructure, facilities and services. Buildout budget includes the following elements. • Land use and building acreage • Development density • Affordable housing units #MP-24-02 5 • Civic space area • Peak hour trip generation • Water supply and wastewater demand • Total impervious surface This project affects peak hour trip generation, water supply and wastewater demand, and total impervious. The master plan approved 538 PM peak hour vehicle trip ends, representing 513 trips the applicant calculated for their previously approved development program plus a small cushion. No water and wastewater demands were allocated in association with the master plan. Instead the respective authorities reserved approval for flows beyond the first phase until such time as site plan approval for future phases was sought. The master plan approved 50% total impervious coverage, representing 48% coverage calculated for the approved development program plus a small cushion. The applicant calculates the proposed project will generate 33 PM peak hour trips. The previously approved phases of the master plan generated 226 trips, bringing the total trip generation to 259 trips. The applicant has indicated this project increases total impervious surface from 35% to 35.2%. Staff considers the changes to be within the approved buildout budget. (5) Proposed design standards and related guidance are sufficiently detailed to prescribe and direct coordinated development, consistent with the Master Plan and regulations in effect at the time of master plan approval, for the duration of the plan. The design standards approved in MP-21-02A are generally complied with to the extent they are applicable to the proposed modification. (6) The Phasing Plan and Schedule: (a) are consistent with the City’s adopted Capital Improvement Program; (b) ensure that all phases of development will occur in an orderly fashion; and that (c) infrastructure and facility improvements necessary to support each phase of development will be provided concurrently with such development, as may be further ensured through subsequent or separate regulatory review processes and development agreements. The initial master plan approval did not contemplate the proposed technical center project in the approved phasing plan. Staff considers the proposed amendment not to have an impact on the phasing plan or schedule. As alluded to above, site plan approval #SP-24-02 consisting of a tree replacement plan for improperly removed trees included some minor modifications to the approved phasing plan. Specifically, the plans for #SP-24-02 included a temporary construction access road for the purpose of accessing the airfield for construction of the expanded “South Apron,” approved by the Board in site plan approval #SP-22-055. It also included retention of the existing “commercial building” near the site driveway. That approval did not specify the timeline for these elements to be permitted to exist, though they are clearly in conflict with the approved master plan, as shown in the overlay plan the applicant has provided showing the construction access road and the approved master plan. Therefore Staff recommends the Board include a condition that provides a timeline and reasonable assurance that these elements will be removed. Master plan approval MP-21-02A included the following discussion of phasing. #MP-24-02 6 The applicant has provided a map that shows the geographic limit of each phase. The Board finds that all elements within a geographic limit are to be included in that phase. In terms of timing, the applicant has indicated they plan to construct the phases at the following times. Blue/orange phase – 2021 to 2023 for the rear of the building, 2024 – 2025 for the front of the building and open space areas. It should be noted that the applicant has only obtained a zoning permit for the blue phase at this time. The current LDR would not allow the blue phase to be constructed without the orange phase because it does not include the required civic spaces. Purple phase – 2021 – 2023 for the hangar, 2023 – 2025 for the cultural/training center Green phase – 2024 – 2025. Since this phase is proposed to include childcare predominantly benefitting Beta employees, Staff anticipates construction of this phase will be realistically tied to construction of the above-mentioned phases. Red phase – 2030 – 2031. The applicant has developed very little detail about this phase other than to say it will replace the existing building at 3060 Williston Road. 2. The phasing plan must also identify “Any temporary or interim structures or uses (e.g., buildings, parking, construction, or staging areas) intended for conversion or redevelopment in a subsequent phase.” Since the construction access road and existing commercial building conflict with the approved site amenities, Staff recommends the Board include a condition modifying the approved phasing to require the removal of those elements as part of the orange phase, consisting of the second half of the manufacturing building. (7) The Management Plan: (a) defines a management structure for the duration of the Master Plan that supports long-term project viability through project buildout; (b) identifies those principals or entities responsible for securing necessary municipal permits and approvals for development under the Master Plan; and (c) clearly identifies proposed ownership and responsibilities for the long-term management, maintenance and operation of capital and community assets, including any proposed dedications of land, facilities and infrastructure to the City. The master plan approved the airport to be responsible for management of the infrastructure and site improvements, with Beta being responsible for management of the buildings within the master plan area. Staff considers this application consistent with the master plan approval. 15.B.06 MASTER PLAN APPROVAL, EFFECT, DURATION, AMENDMENT (B) Subsequent Regulatory Review. In its approval of a Master Plan, the DRB shall specify the level of review and review processes required for subsequent applications filed under the Master Plan, provided such procedure is consistent with the intent of these Regulations and the following: (1) Sketch plan review is not required for any application for preliminary subdivision or site plan review that complies with the approved Master Plan, and associated conditions of approval. (2) The DRB may waive preliminary subdivision or site plan review for specified phases or portions of a project. #MP-24-02 7 (3) The DRB may in its decision specify allowed modifications or changes under the Master Plan which require only administrative review and approval by the Administrative Officer. MP-21-02A established levels of review for subsequent applications filed under the Master Plan. These remain in effect. There are no specific waivers affecting this application. (C) Effect. Once a Master Plan has been approved, all subsequent land subdivision and development must conform to the Master Plan as approved. (1) The Development Review Board in issuing a decision shall make specific findings as to which components of the Master Plan are vested, based on the type, level, and detail of information provided in the Master Plan, and the amount of time the plan is intended to remain in effect. The Board may approve components or elements of the Master Plan as applicable to all subsequent applications; or determine those components or elements of the Master Plan that are vested, or not vested, for the duration of the plan. Vested elements of MP-21-02A included street layout, max peak hour trip generation, and recreation path, sidewalk and transit route layout. The proposed modifications were not included in the originally vested elements. (2) Master Plan approval is binding upon the applicant, the owner(s), their agents, and successors in interest. (3) Once the Master Plan is approved, the applicant may apply for other permits and approvals referenced in the conditions of Master Plan approval, as required prior to the start of construction. (4) Unless the applicant fails to comply with the conditions of Master Plan approval and these Regulations, the Master Plan as approved shall not be modified, revoked, or otherwise impaired by any action of the City without the consent of the applicant. For purposes of subsequent regulatory reviews under the Master Plan, for the duration of the plan the regulations in effect at the time of Master Plan approval shall apply to vested elements under Subsection(C)(1). For vested elements, Regulations enacted following master plan approval shall apply only as necessary to address public health and safety or, at the request of the applicant, to incorporate types or forms of development allowed under more recently adopted regulations, in conjunction with an application to amend the Master Plan. Approved master plan #MP-21-02A remains in effect. Staff considers if the Board approves this proposed amendment, the conditions will be incorporated into the approved master plan. (D) Duration. The duration of the Master Plan, as specified in the conditions of DRB approval, shall be determined by the DRB in consultation with the Planning Director and City Engineer. (1) The Master Plan should be approved for a specified period of time, not to exceed six (6) years, for which the impacts of proposed development can clearly be ascertained from the quality and detail of the information provided; which allows sufficient time for project planning, financing, permitting, and development, including required regulatory reviews; and which accommodates full project buildout in relation to the timing of planned infrastructure and facility improvements. (2) The Master Plan shall remain in effect as approved until the development allowed by the plan has been completed, the plan expires, or the plan is amended or superseded. (3) Applicant shall submit a complete preliminary or final subdivision or site plan application (as applicable) for at least one phase of the project within two (2) years of the date of Master Plan approval. Concurrent review with Master Plan shall be deemed to have satisfied #MP-24-02 8 this requirement. Failure to submit a complete application within two (2) years of the date of approval shall result in expiration of the Master Plan. (4) The duration of an approved Master Plan may be extended by the DRB for, for cause, if the request and reasons for the extension are submitted in writing prior to the Master Plan expiration date; however, in no event shall the duration of an approved Master Plan exceed ten (10) years in total, to include all authorized extensions or amendments. (5) An expired Master Plan may be extended, renewed, or amended only on submission as a new Master Plan, subject to full DRB review under 15.B.03 and the Land Development Regulations in effect at the time of application. (6) A complete application for a Master Plan may be submitted at any time subject to the rules in effect at the time of submission. (7) Pursuant to 24 V.S.A. 4463, any site plan or subdivision plat, and associated conditions of site plan, subdivision, or Planned Unit Development approval that are recorded in city land records under an approved Master Plan, shall remain in effect as recorded following Master Plan expiration. Staff considers no changes to the timeline of MP-21-02A result from this proposed modification. RECOMMENDATION Staff recommends that the Board discuss the project with the applicant and close the hearing. Respectfully submitted, Marla Keene, Development Review Planner E PAVEME N T J O I N T PAVEMENT J O I N T 36"CMP 19-1 19-1 19-1 19-1 19-1 19- 1 19-1 19-1 19- 1 E R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A RSA R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A RSA R S A R S A R S A R S A R S A R S A R S A R S A R S A TS A TS A TO F A TO F A LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 28' 30" LONG:W073° 09' 12" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 28' 30" LONG:W073° 09' 12" LAT:N044° 27' 50" LONG:W073° 09' 04" TO F A TO F A RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A ROF A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A ROF A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A TS A NA T I O N A L G U A R D A V E APPROXIMATE ZONING BOUNDARY AIRPORT ZONING DISTRICT AIRPORT INDUSTRIAL ZONING DISTRICT WI L L I S T O N R O A D A I R P O R T D R I V E KENN E D Y D R I V E PROPOSED AVIATION TECH CENTER LOCATION BETA LEASE BOUNDARYEXISTING UTILITY EASEMENT 1 1 MIXED INDUSTRIAL & COMMERCIAL ZONING 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - S I T E L O C A T I O N . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T OVERALL SKETCH PLAN 1"=80' ---- AJF AJF 18715.02 03/01/2024 SL-01 PERMIT SET SCALE 0 450 900 1350 FT LEGEND: LONG TERM EASEMENTS AND RIGHT OF WAYS AIRPORT PARCEL PROPOSED WORK AREA ZONING LINE BETA PUD BOUNDARY BETA LEASE BOUNDARY 1 4/10/2024 CITY COMMENTS S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E 11 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING EXISTING APRON TO REMAIN UE 2 4 ' 207' 198' 200' 15 ' 2' 24' 13.37 ' 1 1 . 2 2 ' R10' R5' R5' R3' R10' 9' 1 2 . 1 ' R5' R3'R38'R5' R5' ±75' RELOCATED SECURITY FENCE 50'± RETAINING WALL (HIGHEST WALL HEIGHT=±2') RECONFIGURE/EXPAND PARKING 66 SPACES (26 NET INCREASE) STRIPED ADA COMPLIANT PEDESTRIAN WALKWAY EXISTING RETENTION BASIN RELOCATED FIRE HYDRANT EXISTING OVERHEAD DOOR TYP. BETA LIGHT POLE, TYP. BETA LEASE LINE PROPOSED BIORETENTION AREA EXISTING ASPHALT PAVEMENT TO BE REHABILITATED (20,084 SF) PROPOSED FULL DEPTH ASPHALT PAVEMENT (7778 SF) PROPOSED CONCRETE PAD EXPANSION (2.8'x6.3') PROPOSED CONCRETE SIDEWALK (34.5'x4.1') 64.79' 64.79'47.91' 30.67' VERMONT FLIGHT ACADEMY LEASE LINE RELOCATED GATE CARD READER 7 4 ' R62' RIP RAP CHANNEL LINING EXISTING SECURITY FENCE & GATE TO REMAIN SEE SHEET SP-02 FOR DETAILED VIEW PROPOSED CONCRETE HVAC EQUIPMENT PAD (24' X 5') 15' PROPOSED OVERHEAD DOOR PROPOSED GENERATOR PAD PROPOSED TRANSFORMER PAD PROPOSED LAWN AREA ADA PARKING SIGNS MOUNTED ON EXISTING SECURITY FENCE PROPOSED LANDSCAPING AREAMAIN ENTRANCE EXISTING HANGER DOOR TO REMAIN EXISTING DUMPSTER, COMPOSTING, RECYCLING AREA 1 PROPOSED SNOW STORAGE AREA PROPOSED SNOW STORAGE AREA PROPOSED SNOW STORAGE AREA 1 1 1 9' TYP. 18' TYP. 24' TYP. 5' R49' R164.5' 12 CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR SITE PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET PROJECT DATA 1. APPLICANT / LAND OWNER: BURLINGTON SCHOOL DISTRICT 200 DAVINCI DRIVE SOUTH BURLINGTON, VERMONT 05403 2.EXISTING ZONING: AIRPORT INDUSTRIAL PARKING: 1 SPACE FOR EACH 2 EMPLOYEES ON MAXIMUM WORKING SHIFT. TOTAL EMPLOYEES = 10 REQUIRED: 5 TOTAL SPACES REQUIRED PROVIDED: 12 (UNSHARED), 79 TOTAL SPACES ADA SPACES REQUIRED: PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN REQUIRED (75-100 SPACE LOT): 4 SPACES) FOR TOTAL PARKING 50-100 SPACES PROVIDED (79 SPACE LOT): 4 SPACES ZONING: EXISTING:±796 ACRES AIRPORT INDUSTRIAL PROPOSED:±796 ACRES AIRPORT INDUSTRIAL TAX ACCOUNT NUMBERS:600-188-10911 SITE DATA FEATURE REQUIRED PROPOSED MINIMUM LOT SIZE, NONRESIDENTIAL 3 ACRES 796.05 ACRES MINIMUM FRONT YARD, FROM RIGHT-OF-WAY 50 FEET > 50 FT MINIMUM SIDE YARD 35 FEET > 35 FEET MINIMUM REAR YARD 50 FEET > 50 FEET MAXIMUM HEIGHT 40 FEET N/A MAXIMUM LOT COVERAGE 50%N/A 1 4/10/2024 CITY COMMENTS S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING GRAVEL AREA ASPHALT PARKING AREA ASPHALT P A V E M E N T L I M I T CONCRETE PAD EXISTING ASPHALT 44 ' 12 4 ' 23' 23 . 5 ' 25' DUMPSTER ENCLOSURE FENCE EXISTING ASPHALT EXISTING PAVEMENT TO BE REMOVED EXISTING ASPHALT TO BE MILLED 1.5" (11,710 SF) EXISTING AIRPORT SECURITY FENCE TO BE REMOVED, SEE NOTE 1 (144 LF) EXISTING LAWN AREA TO BE STRIPPED OF TOPSOIL & TURF (1,486 SF) START FENCE REMOVAL AT CORNER POST END FENCE REMOVAL AT GATE POST EXISTING HYDRANT TO BE RELOCATED, LATERAL TO BE CAPPED AT MAIN EXISTING GATE CARD READER TO BE RELOCATED RETAINING WALL WITH HANDRAIL PUMP STATION PANEL SANITARY PUMP STATION ELECTRIC TRANSFORMER TO BE REMOVED NOTES: 1.EXISTING AIRPORT SECURITY FENCE SHALL NOT BE REMOVED UNTIL NEW FENCE HAS BEEN INSTALLED, AS SHOWN ON DRAWING SP-01, OR TEMPORARY AIRPORT APPROVED SECURITY FENCING IS INSTALLED TO RESTRICT PUBLIC ACCESS TO THE AIRSIDE HANGER APRON. EXISTING 8-10" DIA. TREE TO BE REMOVED (TYP.OF 4) 1 VERMONT FLIGHT ACADEMY LEASE LINE BETA TECHNOLOGIES LEASE LINE ZONING BOUNDARY 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E X S T . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT PAVEMENT INSTALLED IN BETA PROJECT EXISTING BUILDINGS EXISTING LAWN AREA TO BE STRIPPED OF TOPSOIL & TURF FULL DEPTH PAVEMENT REMOVAL EXISTING GRAVEL AREA EXISTING SECURITY FENCE EXISTING UTILITY POLES EXISTING DRAINAGE STRUCTURES EXISTING STORM DRAINAGE STRUCTURES EXISTING PARKING LOT LIGHT FIXTURES EXISTING SEWER STRUCTURES EXISTING OVERHEAD ELECTRICAL WIRES EXISTING LEASE LINES D S EXISTING CONDITIONS & DEMO PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 EX-01 PERMIT SET 1 4/10/2024 CITY COMMENTS FD S S S S D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D UG T U G T UG T UG T UGT UGT UG T G 8" ø G T S 8" ø G T R 8" ø G T S 8"ø G T R X X X X > X X 4"POP L A R ( 2 ) VENT P I P E 10"AP P L E14"MA P L E 14"MA P L E CON C . W A L K GATE 11 12 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING BETA LEASE LINES` BETA TECHNOLOGY MASTER PLAN BOUNDARY OVERALL AIRPORT PROPERTY LINE VERMONT FLIGHT ACADEMY LEASE LINE CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - M A S T E R P L A N L I M I T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T MASTER PLAN LIMITS 1"=80' ---- AJF AJF 18715.02 03/01/2024 MP-01 PERMIT SET SCALE 0 80 160 240 FT LEGEND PROPOSED EXISTING PAVEMENT REHABILITATION PROPOSED NEW FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN EXISTING BUILDINGS BETA MASTER PLAN BOUNDARY LEASE LINES PROPERTY LINES FD S S S S D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D UG T U G T UG T UG T UGT UGT UG T G 8" ø G T S 8" ø G T R 8" ø G T S 8"ø G T R X X X X > X X 4"POP L A R ( 2 ) VENT P I P E 14"MA P L E 14"MA P L E CON C . W A L K GATE 10"AP P L E 11 12 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING BETA LEASE LINES` BETA TECHNOLOGY MASTER PLAN BOUNDARY OVERALL AIRPORT PROPERTY LINE VERMONT FLIGHT ACADEMY LEASE LINE EXISTING UTILITY EASEMENT ZONING BOUNDARY 1 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - M A S T E R P L A N L I M I T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T MASTER PLAN LIMITS 1"=80' ---- AJF AJF 18715.02 03/01/2024 MP-01 PERMIT SET SCALE 0 80 160 240 FT LEGEND PROPOSED EXISTING PAVEMENT REHABILITATION PROPOSED NEW FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN EXISTING BUILDINGS BETA MASTER PLAN BOUNDARY LEASE LINES PROPERTY LINES EXISTING UTILITY EASEMENT ZONING BOUNDARY 1 4/10/2024 CITY COMMENTS 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com March 18, 2024 Marla Keene, PE Development Review Planner City of South Burlington 180 Market Street South Burlington, VT 05403 RE: Master Plan Amendment Application for MP-21-02 Dear Marla Keene, We are submitting this application for amendment to the master plan MP-21-02 on behalf of the Burlington School District, as the applicant, and Patrick Leahy Burlington International Airport (BTV), as the land owner. This application will address the following sections of the South Burlington Land Development Regulations (LDR’s) adopted by council on November 20, 2023: ●Article 15.B.04(B) - Project Description ●Article 15.B.04(C) - Context Report ●Article 15.B.04(D) - Existing Conditions Report ●Article 15.B.04(E) - Development Plan ●Article 15.B.04(F) - Summary Statistics ●Article 15.B.04(G) - Buildout Analysis and Budget ●Article 15.B.04(H) - Design Standards ●Article 15.B.04(I) - Phasing Plan ●Article 15.B.04(J) - Management Plan Feel free to contact me with any questions or clarifications regarding this application, 802-497-3653. Very respectfully, EIV Technical Services Jacqueline Dagesse, MBA, CPESC President / Environmental Engineer 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(B) - Project Description As outlined in LDR Section 15.B.04(B), the Project Description section shall address the following items: Overall vision for and scope of the proposed development BTV is proposing the renovation of the existing hangar at 200 Davinci Drive in South Burlington. This existing hangar building will become the Burlington School District’s Aviation Technical Center. The components of this project include demolition of the current interior spaces, and the construction of new classrooms, new shop spaces for teaching, new entrance foyer with an exterior canopy, new restrooms, new offices, expansion of the parking area, and addition of a bus loading area. The existing airport hangar door and adjacent 12,000 square feet of the existing building will remain airplane hangar space. The land area and properties to be included under each phase of development This property is within the Burlington International Airport property parcel located in the City of South Burlington under the property tax ID 2000-00000. Current property ownership contact information City of Burlington, Burlington International Airport, c/o Nicolas Longo 1200 Airport Drive, South Burlington VT 05403 802-863-2874 Current zoning district designations Airport Industrial (AIR-I) Proposed PUD types General PUD Project consistency with applicable zoning and subdivision regulations This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. Any requested modifications or waivers, as allowed under these regulations 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(C) -Context Report As outlined in LDR Section 15.B.04(C), the Context Report section shall address the following items: Existing parcels, and existing and planned streets and blocks, recreation paths, transit routes, buildings, land uses, parks, civic spaces, and other open spaces and community facilities located within 1/4-mile of project boundaries; Tax Parcel ID#: 2000-00000 Project Street Address: 200 Davinci Drive, South Burlington Within ¼-mile of Valley Road, Williston Road, Eagle Drive and Aviation Avenue. Proposed street, recreation path, transit, infrastructure, and open space connections between existing, planned, and proposed development; The renovation of the existing hangar is located at 200 Davinci Drive, South Burlington. A more detailed Development Context Analysis as required for an Infill or Redevelopment (IRD) PUD under Article 15.C, as applicable; and Not Applicable A description of how concerns raised in the Neighborhood Meeting will be addressed. This is not required, as a neighborhood meeting was not required under the LDRs that guided MP-21-02 (effective 12/28/2020). 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(D) - Existing Conditions Report As outlined in LDR Section 15.B.04(D), the Existing Conditions Report section shall address the following items: Topographic conditions, including elevation contours, surface waters, wetlands, and other natural features; See included Existing Conditions plan sheet. Natural [features] under Article 12, or as otherwise regulated by the City; See included Existing Conditions plan sheet. Existing streets, blocks, and utility corridors, including existing rights-of-way; and This project site is located at 200 Davinci Drive, South Burlington. Existing land uses and structures, including any historic sites or structures listed or eligible for listing on the Vermont State Register of Historic Places. None. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(E) - Development Plan As outlined in LDR Section 15.B.04(E), the Development Plan section shall address the following items: Natural resource areas identified for protection, consistent with adopted Environmental Protection Standards under Article 12. This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. Any designated Conservation Area or other open space areas. None Any land area to be set aside for renewable energy production. None The proposed street and block grid within and connecting each phase of development, including the location of major streets by Street Type, and any existing rights-of-way, easements or intersections identified for relocation. Project Street Address: 200 Davinci Drive, South Burlington Proposed recreation paths, transit routes, infrastructure, and utility corridors between and serving each phase of development. None. One or more designated Development Areas, to include land use allocation areas by proposed use type(s), at minimum to include any designated residential areas, nonresidential areas, mixed use areas, civic space areas, and the location of principal or shared parking areas serving the development. This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(E) - Development Plan (Continued) Any proposed transition areas along the project perimeter, in which proposed development will either be integrated with or buffered from adjoining properties and development. No transition areas included in this project. Existing buildings to be incorporated in proposed development or redevelopment. The proposed renovation of the existing building will be located within the BTV PUD, with the parking area and bus loading area located in the BETA PUD. The one-story existing building will remain at a height of 45’5”. The components of this project include demolition of the current interior spaces, and the construction of new classrooms, new shop spaces for teaching, new entrance foyer with an exterior canopy, new restrooms, new offices, expansion of the parking area, and addition of a bus loading area. The existing airport hangar door and adjacent 12,000 square feet of the existing building will remain airplane hangar space. Public and private transportation, infrastructure, and utility improvements necessary to accommodate each phase of development, and the entire project at buildout, to include any land, facilities, or improvements proposed for public dedication, consistent with the City’s adopted Official Map There will be no noticeable impacts on the existing traffic circulation or roadway geometry to accommodate the renovations, however the new bus loading area will provide a secondary access point to the existing parking lot. Exterior improvements to the building include the installation of 8 covered bike parking spaces, a new bus loading area and expansion to the parking lot. Interior to the building are 2 proposed bike lockers. Utilities will tie into existing infrastructure and no new service connections will be required. The existing floor drains will continue to run through a new retrofitted oil water separator in the same location as the current and outlet to the pump station. The existing restroom/locker room are being demolished with the existing sanitary systems to be abandoned. A new sanitary plumbing system will be installed for the new bathrooms with a truck line outlet into the pump station. The existing 8” ductile iron water service will remain and have a tee internal within the water service room to split for domestic and fire services each with their own new backflow preventer devices and meters. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(F) -Summary Statistics As outlined in LDR Section 15.B.04(F), the Summary Statistics section shall address the following items: Total tract or parcel area, and the area associated with each phase of development, in acres and square feet; for protection under Article 12, and by resource type (Hazard, Level I, Level II); and the area, in acres, of any designated Conservation Area(s) or lots, as shown on the Master Plan; The master plan area is a total of 40.43 acres. This project will cover 0.1271 acres. Total area, in acres, included in existing and planned street rights-of-way; the number and length in feet of proposed streets by Street Type, and the number of street intersections, as shown on the Master Plan. This project does not include any work on streets. Total number of existing and planned blocks; and the block perimeter and average block length for each block, in feet, as shown on the Master Plan. Not applicable. Total Buildable Area, in acres and square feet, as allocated by land use or building type, within each designated Development Area and block shown on the Master Plan, to exclude existing and planned street rights-of-way, but to include existing and proposed civic space lots and parking lots. See included BETA PUD lot coverage spreadsheet. Number of proposed dwelling units by housing or building type within each designated Development Area and block shown on the Master Plan; No proposed dwelling units involved in this project. Total gross floor area by use or building type for nonresidential and mixed-use development within each designated Development Area and block shown on the Master Plan; and This project will not involve work on buildings within the limits of this Master Plan. Other statistics or data required by the DRB as necessary to determine conformance with relevant standards under these Regulations 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(G) - Buildout Analysis As outlined in LDR Section 15.B.04(G), the Buildout Analysis and Budget section shall address the following items: Minimum and maximum acreage allocations by land use or building type, as percentages of the Buildable Area within designated Development Areas; This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. Gross and net (or effective) development densities by land use or building type; This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. Minimum number or percentage of affordable housing units required within residential and mixed-use development areas, as applicable pursuant to Article 18; Not applicable. Minimum percentage, and area in square feet, of required civic space(s) within designated Development Areas; This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. Maximum peak hour trip generation rates, by use type; The school schedule runs Monday through Friday at typical school hours of 7:00am to roughly 3:00pm with some adult aviation programs running until roughly 5:00pm. No nighttime classes or operations are anticipated at this time based on their current BSD programs. A portion of the proposed aviation tech center traffic is already accounted for today as the BSD’s Technical Aviation Adult program is currently located within the adjacent hangar. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(G) - Buildout Analysis (Continued) Maximum water supply and wastewater system demand, by use type; Note: The building associated with this calculation is located within the BTV PUD, with the utility connections located in the BETA PUD. Total Estimated Average Flow = 1,680 gal/day = 1.17 gal/minute (GPM) Maximum daily usage is estimated to be approximately twice the average, at 3,360 gal/day (2.34 GPM) Peak instantaneous daily flows are estimated at approximately 4.0 times the average daily flow for a calculated peak rate of 4.68 GPM. Maximum total impervious surface (percentage, total square footage), and volume of stormwater runoff per designated Development Area; and 443,440.8 SF included in the BETA PUD 14,584,682 SF included in the BTV PUD 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(G) - Buildout Analysis (Continued) Other measures or parameters required by the DRB as necessary to identify and limit the forecasted impacts of development on municipal facilities, infrastructure and services, and properties and uses within the vicinity of the project. The proposed use of the building will result in a minor amount of additional traffic to the site. A portion of the proposed aviation tech center traffic is already accounted for today as the BSD’s Technical Aviation Adult program is currently located within the adjacent hangar. The surrounding roadway network including the recently constructed DaVinci Drive and other adjacent roadway infrastructure constructed as part of the Beta Technologies projects, will be able to serve the minor increase in traffic generated by the proposed BSD’s operations. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(H) - Design Standards As outlined in LDR Section 15.B.04(H), the Design Standards section shall address the following items: Protections for natural resources defined and regulated under Article 12, consistent with the standards and accepted mitigation measures of Article 12. This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. The mix or allocation of land uses, as specified for each phase of development; Proposed renovation to be used for aviation education. Typical street cross-sections by Street Type, as referenced under Article 11.A; This project does not include the construction of any new streets. Typical Civic Space and other proposed open space types, as referenced under Article 11.B; None Typical block and building lot dimensions and configurations, consistent with applicable subdivision and zoning district regulations, or PUD type, and for designated transition areas as necessary to complement or match the adjoining pattern of development; This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. Typical building types, as applicable and referenced under Article 11.C, including proposed housing types, and building elevations; Not applicable Building height and setback standards as applicable by zoning district, PUD or building type; and for designated transition areas, as necessary to complement or match the adjoining pattern and form of development; This project will not involve work on buildings within the limits of this Master Plan. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(H) - Design Standards (continued) Parking standards and specifications for off-site, on-street, and on-site parking, including any charging stations needed to serve proposed development, consistent with City parking standards under Section 13.01, Article 14, and by Street Type; See included plan sheets. Setbacks, buffering, screening, or other mitigation measures necessary to separate incompatible land uses, particularly within designated transition areas; Not applicable. Overall lighting plan, including typical fixtures, consistent with relevant lighting requirements under Section 13.07 and Appendix D; Lighting plan attached. Landscaping and screening specifications, consistent with relevant landscaping standards under Section 13.04; This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. Specifications for the siting and design of new buildings, and the retrofit of existing buildings, as necessary to meet applicable energy standards under Section 3.18, and to incorporate renewable energy installations; and This project will not involve work on buildings within the limits of this Master Plan. Any additional architectural or design guidance for each type or phase of development, and for proposed transition areas, that is intended to integrate existing and new forms of development, and to ensure coordinated and cohesive phased development 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(I) - Phasing Plan As outlined in LDR Section 15.B.04(I), the Phasing Plan section shall address the following items: A narrative or table and map that clearly identify, describe, and depict each phase of development, including properties included, designated development areas by use type, major streets, supporting infrastructure and facility improvements, civic spaces, and other public amenities to be provided prior to or in association with each phase; See included plan sheets. A schedule for the timing and sequence of development over the period covered by the Master Plan, consistent with the City’s adopted Capital Improvement Program and Official Map; We estimate receiving permit approvals for this project summer 2024, so that construction can begin September 2024. We are planning on an estimated completion date of July 2025. Each proposed phase of development should account for at least 20 percent of the total project area or expected buildout in units/square feet; incorporate one or more distinct areas identified for coordinated development and management; and the infrastructure and facilities necessary to support that phase of development; Any temporary or interim structures or uses (e.g., buildings, parking, construction, or staging areas) intended for conversion or redevelopment in a subsequent phase should also be identified in the phasing plan. None expected for this project. 355 Main Street | Suite 500 | Winooski, VT 05404 | w. eivtech.com Article 15.B.04(H) - Management Plan As outlined in LDR Section 15.B.04(J), the Management Plan section shall address the following items: A narrative description of the proposed management structure responsible for project development, to include all principals or entities with direct control over and responsibility for the financing, permitting, construction, and completion of development under the Master Plan; and, following project completion, for long-term ownership, management, operation, and maintenance of capital and community assets. The management plan must also clearly identify any streets, infrastructure, facilities, civic or other open spaces proposed for public dedication under each phase of development, consistent with the City’s adopted Official Map and Capital Improvement Plan, for consideration under subsequent DRB review and conditions of approval or under development agreements to be approved by the City Council. This project is being incorporated into the existing BETA Master Plan, and this section of the master plan will not be affected. 426 Industrial Avenue, Suite 164 • Williston, VT 05495 Phone: (585) 905-0970 • Fax: (585) 905-0882 www.mjinc.com March 11, 2024 (Updated 4/10/2024) Larry B. Lackey Director of Planning, Engineering and Sustainability Patrick Leahy Burlington International Airport 1200 Airport Drive, #1 South Burlington, VT 05403 RE: Burlington Aviation Tech Center – 200 DaVinci Drive, South Burlington, VT Traffic Generation Memo Dear Mr. Lackey, McFarland Johnson, Inc. (MJ) has reviewed existing and future traffic generation associated with the renovation of the existing hangar building to become the Burlington School District’s Aviation Tech Center. The property is within the Burlington Internation Airport property parcel located in the City of South Burlington under the property Tax ID 2000-00000 (600-188-10911). The intent of this letter is to define the traffic operations of the proposed Burling School District Aviation Technical Center, which is the intended use for the building renovations. Existing Conditions For some time, the building has been leased by an aviation repair company that serviced airplanes. This operation consisted of roughly 2-8 employees accessing the building on a daily basis and utilizing the existing 10 parking spaces in front of the building. General Aviation (GA) hangars and the Vermont Flight Academy are located adjacent to the project site to the west and utilize the existing/proposed parking lot area adjacent to DaVinci Drive for their operations. Within one of these Hangar buildings is the home of the BSD’s adult aviation tech program which will be relocated into the proposed building renovation. In 2023, the Beta Technologies Assembly building was constructed immediately east of the subject building and included loading docks and shipping areas immediately in front of the subject building. This project also included the construction of DaVinci Drive as well as other roadway improvements to accommodate the Beta traffic. Detailed information regarding their traffic analysis and proposed improvements can be found in their BETA Campus Master Plan Traffic Study completed by VHB dated January 12, 2022. Proposed Conditions The Burlington International Airport in conjunction with Burlington School District (BSD) is proposing to renovate the existing hanger building to house the BSD Aviation Technical Center. Components of the project include demolition of the current interior spaces, new classrooms, new shop spaces for teaching, new entrance foyer with an exterior canopy, new restrooms, new offices, expansion to the parking area and addition of a bus loading area. The existing airport hangar door and adjacent 12,000 SF of the existing building will remain airplane hangar space. BSD - Traffic Generation Memo - 2 - March 11, 2024 (Updated 4/10/24) There will be no noticeable impacts on the existing traffic circulation or roadway geometry to accommodate the renovations; however, the new bus loading area will provide a secondary access point to the existing parking lot currently serving the Vermont Flight Academy and the GA Hangars. Exterior improvements to the building have been limited to save on costs that are not directly related to the school’s programming needs, but improvements do include the installation of 8 covered bike parking spaces, a new bus loading area and expansion to the parking lot. Interior to the building are 2 proposed bike lockers as well. Trip Generation The BSD’s aviation technical programing consists of full day and half day student options. In a typical day there will be 4-8 instructors in the building and the front 12 parking spaces will be reserved for visitors and instructors, which includes two accessible spaces and two EV charging spaces. Students are bused to the tech center from various schools within the BSD resulting in as many as 6 buses being utilized to drop off and pick up students. The school and busing schedule typically results in 2 buses loading/unloading students at one time; however, the proposed bus staging area created as part of the adjacent parking lot expansion has capacity for 6 buses without impacting the adjacent parking movements. In addition to the buses, some students elect to drive to the tech center. The adjacent parking lot currently utilized by the Vermont Flight Academy and the GA Hangars is proposed to be reconfigured to create better circulation and staging/drop off areas for the buses. This reconfiguration also results in an additional 26 parking spaces which can be utilized by the driving students. The BSD’s technical vocational school program has various locations and buildings in addition to this proposed location. No BSD vehicles are anticipated to be stored on-site at this facility. The school schedule runs Monday through Friday at typical school hours of 7:00am to roughly 3:00pm with some adult aviation programs running until roughly 5:00pm. No nighttime classes or operations are anticipated at this time based on their current BSD programs. One existing and two proposed overhead doors will be utilized for access into the technical shop spaces. These doors are utilized regularly for air circulation in the warm months as well as infrequent equipment and material deliveries. These deliveries typically occur on average once a month by a standard box truck. The BSD’s operations within this building do not require any regular shipping and receiving to the site. Based on the operations of the buildings, there is not an applicable ITE Land Use code and data to use to approximate the trips from national resources. Below is the trip generation table based on current operations of the BSD programs that will be relocated into this facility: Enter Exit Total Enter Exit Total 33 33 80%20%100%20%80%100% 26 7 33 7 26 33 *Trips estimated based on 6 buses, 15 students driving personal vehicles and 6 instructors. * Average Rate = Type of Land Use Independent Variable (IV) Weekday Morning Arrival Weekday Evening Dismissal Vocational School 60 Students * Average Rate = BSD - Traffic Generation Memo - 3 - March 11, 2024 (Updated 4/10/24) Conclusion The proposed use of the building will result in a minor amount of additional traffic to the site. A portion of the proposed aviation tech center traffic is already accounted for today as the BSD’s Technical Aviation Adult program is currently located within the adjacent hangar. The surrounding roadway network including the recently constructed DaVinci Drive and other adjacent roadway infrastructure constructed as part of the Beta Technologies projects, will be able to serve the minor increase in traffic generated by the proposed BSD’s operations. Please do not hesitate to call should you require additional information or have any questions. Sincerely yours, McFARLAND-JOHNSON, INC. Adam J. Frosino, PE, PTOE Project Manager Burlington International Airport BETA Technologies Master Plan MP-21-02 Lot Coverage Tracking Dated: 7/27/2022 By: C. Gendron, Stantec Revised: 3/17/2024 By: J. Dagesse, EIV Lot Area =11.52 Lot Area =28.90 Permit # Project Name Ind. Lot Coverage (Acres) Ind. Building Coverage (Acres) Lot Coverage (Acres) Building Coverage (Acres) Lot Coverage (%) Max Lot Coverage (%) Building Coverage (%) Max Building Coverage (%) Ind. Lot Coverage (Acres) Ind. Building Coverage (Acres) Lot Coverage (Acres) Building Coverage (Acres) Lot Coverage (%) Lot Coverage Allowed (%) Building Coverage (%) Building Coverage Allowed (%) Lot Area (Acres) Gross Square Feet (GSF) Floor to Area Ratio (FAR) Max Floor to Area Ratio (FAR) ZP-22-163*BETA Assembly (A-Build)1.77 0.35 1.77 0.35 15%70%3%40%6.20 3.05 6.20 3.05 21%50%11%30%40.42 181,300 0.103 0.304 SP-22-24 BETA GA Hangar 0 0 1.77 0.35 15%70%3%40%1.12 0.52 7.32 3.57 25%50%12%30%40.42 205,300 0.117 0.304 *includes the 15,100 sf existing commercial building to remain Lot Area =11.52 Lot Area =28.90 Permit # Project Name Ind. Lot Coverage (Acres) Ind. Building Coverage (Acres) Lot Coverage (Acres) Building Coverage (Acres) Lot Coverage (%) Max Lot Coverage (%) Building Coverage (%) Max Building Coverage (%) Ind. Lot Coverage (Acres) Ind. Building Coverage (Acres) Lot Coverage (Acres) Building Coverage (Acres) Lot Coverage (%) Lot Coverage Allowed (%) Building Coverage (%) Building Coverage Allowed (%) Lot Area (Acres) Gross Square Feet (GSF) Floor to Area Ratio (FAR) Max Floor to Area Ratio (FAR) TBD BETA Campus Parking 2.08 0 3.85 0.35 33%70%3%40%0 0 7.32 3.57 25%50%12%30%40.42 205,300 0.117 0.304 SD-21-28 BETA Assembly (Full-Build)0 0 3.85 0.35 33%70%3%40%2.73 2.73 10.05 6.30 35%50%22%30%40.42 386,300 0.219 0.304 TBD Aviation Technical Center 0 0 3.85 0.35 33%70%3%40%0.1271 0 10.18 6.30 35.2%50%22%30%40.42 Active Projects BETA PUD FAR BETA PUD FAR Pending Projects Mixed Commerical Industrial District Airport Industrial District Mixed Commerical Industrial District Airport Industrial District 37 0 ' 37 0 ' 36 5 ' 36 5 ' 36 5 ' 36 5 ' 360' 360' 36 0 ' 36 0 ' 36 0 ' 360 ' 355 ' 3 5 5 ' 35 5 ' 35 5 ' 35 5 ' 35 5 ' 35 5 ' 355 ' 350 ' 35 0 ' 35 0 ' 350 ' 350 ' 350 ' 350 ' 345 ' 345 ' 34 5 ' 345 ' 345 ' 345 ' 345 ' 345 ' 345 ' 345' 340 ' 34 0 ' 340 ' 34 0 ' 34 0 ' 340 ' 340' 340' 340' 340' 340' 34 0 ' 33 5 ' 335' 33 5 ' 33 5 ' 335' 33 5 ' 335' 335' 335' 335' 335' 335' 335' 335' 33 5 ' 335 ' 335' 335 ' 33 5 ' 335' 330' 330 ' 33 0 ' 330' 330' 33 0 ' 330' 330' 330' 330 ' 330' 330' 325 ' 32 5 ' 325' 325' 32 5 ' 3 2 5 ' 325' 32 5 ' 325 ' 32 5 ' 325' 325' 325' 325' 325' 320 ' 320 ' 320' 320 ' 32 0 ' 320' 320' 32 0 ' 32 0 ' 315 ' 31 5 ' 315 ' 3 1 5 ' 31 5 ' 31 0 ' 31 0 ' 30 5 ' 30 5 ' 30 0 ' SD X X X X X X AE & T X X AT SD SD SD SD SD SD SD SD SD X X X X X SD B B WV WV BB BBBBB B B B B B B WV WV S OSW S WV S WV WV W WV WV WV WV DDD W B B B OSW WV WV WV B B A E & T AE & T S D E W W W W W W W W W W AE & T AE & T AE & T AE & T AE & T AE & T AE & T SD AE & T AE&T AE&T AE&T AT AT AT AT AE&T AE&T AE&T AE&T AE&T A E & T A E & T AE&T AE&T AE&T AE&T AE&T AT GATE GAT E DISK AB9664 0.4'TALL 0.7'TALL TEST STATION WOODEN GATE POST 0.1'DIA METAL 3.5'TALL WOODEN GATE POST TEST STATION VENT PIPE GAT E GARAGE DOOR GA T E A-1 START VSE822 MAGHUBN 715488.664E 1472772.821EL 336.095 VSE811 PUNCH MARK IN LEDGEN 715191.787E 1473205.666EL 359.616 VSE825 MAGHUBN 714877.005E 1473559.635EL 366.785 VSE824 MAGHUBN 715132.075E 1473682.708EL 350.815 VSE8025/8"REBAR VSE CONTROL CAPN 715199.561E 1473526.049EL 369.971 VSE803 MAGHUBN 715330.879E 1473748.038EL 344.259 VSE810 MAGHUBN 715699.276E 1473095.279EL 335.414 VSE821 MAGHUBN 715853.158E 1473085.485EL 317.226 VSE8015/8"REBAR VSE CONTROL CAPN 715764.470E 1473950.186EL 325.664 VSE823 MAGHUBN 715434.948E 1473518.909EL 337.336 METAL FENCE POST GA T E METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE CENTER 3'WIDE DOORSILL 318.3 STE P S PAVED PAVED PAVED CONCRETE WOODS WOODS WOODS BRUSH WOODS WOODS WOODS X X X X SILL 333.5X EXIS T I N G P R O P E R T Y L I N E EXIS 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 EXI 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 20' W I D E C W D E A S E M E N T 100 ' W I D E G M P E A S E M E N T EXI S T I N G P A R C E L L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E EXIS T I N G P A R C E L L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E 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 EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 30 ' W I D E S E W E R F O R C E M A I N 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 EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 30' W I D E S E W E R F O R C E M A I N E A S E M E N T 3000 WILLISTON RDN/F MINGLEWOOD PROPERTYMANAGEMENT, LLC 3 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP 5 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP 4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER) 4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER) 15 PALMER CTN/F 15 PALMER HEIGHTS, LLC 25 PALMER CTN/F PALMER, ALAN D. & CHRISTINE L. 20' W I D E E A S E M E N T 20 ' W I D E E A S E M E N T EXISTING PROPERTY L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E OHE OHE OHE OHE OHE OHE OHE O H E OHE OHE OHE UG C UG C UG C W W W W W W W W W W FM FM FM FM FM FM FM S S S S W W W W W W W W W W S UGE UGE UGE UG C UGC UGC UG C UG C UG C UG C UGE UGE UGE UGE UGE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E UGE E E SMH TMH TMH TMH UG C UG C TMH MH MH MH MH MH MH MHTHH UG E UG E UG E UG E UGE UGE UG E UG E UGE UG C UG C UG C UG C UGC UG C UG C MH U G C U G C U G C U G C UG C U G E U G E UGE MH TMH E E MH EXISTING TRASH COMPACTOR PAD TO REMAIN RAIN GARDEN EXISTING COMMERCIAL BUILDING TO REMAIN PLANTED SCULPTURAL LANDFORMS EV PARKING AND CHARGING FUTURE SIGN EXISTING EDGE OF PAVEMENT TO BE MINIMALLY MODIFIED EXISTING COMMERCIAL BUILDING AND PARKING TO REMAIN TOTAL NEW PARKING : 41 SPACES (W/ 12 ADA) EXISTING LOADING DOCK TO REMAIN NEW GMTA BUS SHELTER EXISTING TREE TO REMAIN, TYP. NEW SIDEWALK EV PARKING AND CHARGING - 23 SPACES CONSERVATION MEADOW LAWN ADA PARKING - 12 SPACES EXISTING PARKING AT COMMERCIAL BUILDING TO REMAIN : APPROX. 58 SPACES SCULPTURAL LANDFORMS A-BUILD DROP-OFF BETA ASSEMBLY ADA EGRESS PATH AND REFUGE PLATFORM INTEGRAL COLOR CONCRETE ADA ACCESSIBLE WALKWAY WITH LANDINGS AND RAILINGS CONCRETE WALKWAY WITH C.I.P. STEPS AND RAILINGS (10) SHORT-TERM BIKE PARKING SPACES SCREENING TREES THIS AREA TO BE RELOCATED WHEN BUILDING IS COMPLETED FUTURE COMMERCIAL BUILDING : 18,900 SF GENERAL NOTES 1.Contractor is responsible for all damage due to his operations inside and outside the contract limit line. 2.Contractor is responsible for checking spot elevations and verifying proposed grades by providing grade stakes. Grades must be approved by Landscape Architect prior to proceeding. 3.Contractor shall blend new work smoothly with existing grades at contract limit line and/or limit of construction line. 4.Contractor to verify that subgrades are 6 inches below finished grade prior to spreading top soil for seeded areas. 5.All walks shall have 2% cross pitch, and all step treads and wall caps shall have 1% cross pitch unless otherwise noted. 6.Light fixture locations may be field adjusted with prior Landscape Architect approval. 7.Walkway layout to be approved by Landscape Architect prior to construction. 8.Site furniture and wall locations to be verified by Landscape Architect prior to installation. 9.General Contractor is responsible for all erosion control measures during construction. 10.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 11.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 12.Base survey prepared by <INSERT SURVEYOR INFORMATION HERE> SCALE OF FEET 50 100050 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant OR I G I N A L S H E E T - A R C H E 1 Permit/Seal YYYY.MM.DD LANDSCAPE ARCHITECTURE WAGNER HODGSON VT 802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 218421340 RECORD DRAWINGS FOR PERMIT 10-27-2023 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.02.15REVISED 2022.05.04REVISED 2023.10.27FIELD CHANGES OVERALL LANDSCAPE PLAN (A-BUILD) L-000A Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com 1" = 50'-0" ISSUED FOR PERMIT 11/14/2023 37 0 ' 37 0 ' 36 5 ' 36 5 ' 36 0 ' 36 0 ' 3 5 5 ' 35 5 ' 35 0 ' 34 5 ' 34 0 ' 340 ' 340' 340' 33 5 ' 335' 335' 335' 335' 335' 335 ' 335 ' 33 5 ' 33 5 ' 335' 335 ' 33 5 ' 335' 330' 330' 33 0 ' 330 ' 3 3 0 ' 330 ' 33 0 ' 330' 330' 325' 32 5 ' 325 ' 3 2 5 ' 325' 3 2 5 ' 325 ' 32 5 ' 325' 325' 325 ' 325' 325' 320 ' 320 ' 320 ' 3 2 0 ' 320' 320' 3 2 0 ' 31 5 ' X AE&T X SD SD SD SD X X X X X X X X SD SD SD B B WV WV DDD W B B B OSW WV WV WV B B AE & T AE & T SD S D S D E SD AE & T AE & T AE & T AE & T AE & T AE & T AE & T AE & T AE & T AE & T GAT E 0.4'TALL 0.7'TALL WOODEN GATE POST 0.1'DIA METAL 3.5'TALL WOODEN GATE POST VENT PIPE GARAGE DOOR G A T E VSE822 MAGHUBN 715488.664E 1472772.821EL 336.095 VSE811 PUNCH MARK IN LEDGEN 715191.787E 1473205.666EL 359.616 VSE8025/8"REBAR VSE CONTROL CAPN 715199.561E 1473526.049EL 369.971 VSE810 MAGHUBN 715699.276E 1473095.279EL 335.414 VSE821 MAGHUBN 715853.158E 1473085.485EL 317.226 VSE823 MAGHUBN 715434.948E 1473518.909EL 337.336 METAL FENCE POST G A T E METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE CENTER 3'WIDE DOORSILL 318.3 PAVED PAVED WOODS WOODS WOODS X X X X SILL 333.5X E X I S T I N G P A R C E L L I N E / Z O N I N G L I N E E X I S T I N G P A R C E L L I N E / Z O N I N G L I N E EXI S T I N G P A R C E L L I N E / Z O N I N G L I N E E X I S T I N G P A R C E L L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E 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 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 5 CALKINS CTN/F CALKINS FAMILY LIMITED PARTNERSHIP EXISTING PROPERTY L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM S W W W W W W W W W W W W W W W W S UGE UGE UGE UGE UGE UGE UG C UGC UGC UGC UGC UG C UG C UG C UGC UGE UGE UGE UGE UGE UGE UGE UGE UGE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E UGE UGE UGE E E E SMH TMH TMH TMH UG C UG C UG C UG C MH MH MH MH MH MH MHTHH E UGE UGE U G C U G C U G C U G C UG E U G C UG C UG E U G C U G C U G C UG C U G E U G E U G E U G E U G E UGE UGE MH E E E MH CONSERVATION MEADOW LAWN CONSERVATION MIX (1) UAb (2) UAb (5) AFa (1) QBb (2) JVB (2) JXS (RANDOM LOCATIONS) (3) QR (2) AFb (5) CO (3) QI (2) AFa (1) UAb (2) UAb (2) NSb (1) NSb (142) SH (12) DL (4) PF (2) AFb (3) QR (5) AFb (3) PG (5) BNa (59) SH (11) RA (5) PO (1) NSb (11) DL (17) JC (2) BNb (2) JC (44) JVM (1) BNb (2) QBb (3) UAa (2) UAa (2) UAa (3) QBb (2) NSa MATCHLINE SEE L200 MATCHLINE SEE L201 MATCHLINE SEE L200 MATCHLINE SEE L201 (2) BNb (11) RA (77) RF (81) PA (86) PA (83) RF (34) PV PLANTING BED W/ STEEL EDGING, TYP. STONE DRIP EDGE W/ STEEL EDGING, TYP. (314) DP (26) RF (76) PV (149) SH (98) RA (3) SP (20) JC (12) PF RAIN GARDEN : SEE ENLARGEMENT #1 RAIN GARDEN : SEE ENLARGEMENT PLAN - 1/L200 DRUMLIN LANDFORMS TO BE LAID OUT IN THE FIELD (1) NSa (46) PV (1) QBa (190) SH (42) SH NOTE : SEED TYPE FOR ALL AREAS OF DISTURBANCE NOT SHOWN TO BE SELECTED BY LANDSCAPE ARCHITECT FOLLOWING ON-SITE REVIEW OF ADJACENT CONDITIONS AND PROPOSED LEVEL OF MAINTENANCE. (3) PAb (3) BNa (1) NSb (27) RA (6) PAb (1) JVB (5) PAa (1) AFa (1) QR (1) AFa (1) QR (1) AFa (3) PAb (76) PV (12) DL (13) PF (41) PV (21) PV MATCHLINE SEE L204 MATCHLINE SEE L200 NOTE : SEE SHEET L202 FOR PLANT SCHEDULE (1) UAb (22) PF (7) SP (2) JVB (2) JXS (RANDOM LOCATIONS) (1) AFb (1) AFb (7) JC RAIN GARDEN : SEE ENLARGEMENT #1 (1) QBa (1) AFa (1) JVB (1) JXS 335' 33 5 ' 33 5 ' 335 ' WV SILL 333.5X 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T W W W W W W W W W W W E E E E E E U G C E E E E E (3) QI (1) NSb (142) SH (149) SH (11) IV (27) AI (111) CA (8) BA (67) CG (3) CS (18) IV (95) RF (63) CA (128) JE (58) CA (16) BA (37) EM (57) AI (62) JE (95) RF (6) CS (35) BA (3) CS (16)IV (8) CS (15)IV(65) EM (108) CA (82) RF (45) CG (18) BA (17) EM (101) JE (22) BA (40) EM (50) AI (58) CG (26) BA (18) AI (503) CA (125) JE (140) RF (90) PA (88) PV RAIN GARDEN : SEE ENLARGEMENT PLAN - 1/L200 (1) UAb (7) JC SCALE OF FEET 30030 60 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant OR I G I N A L S H E E T - A R C H E 1 Permit/Seal YYYY.MM.DD LANDSCAPE ARCHITECTURE WAGNERHODGSON VT802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 218421340 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.04.08REVISED 2022.04.22REVISED 2022.05.04REVISED 2023.10.27FIELD CHANGES RECORD DRAWINGS FOR PERMIT 10-27-2023 Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com 1" = 30'-0" LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND 1 1" = 20'-0" RAIN GARDEN ENLARGEMENT L-200A LANDSCAPE PLAN (A-BUILD) ISSUED FOR PERMIT 11/14/2023 3 7 0 ' 37 0 ' 36 5 ' 36 5 ' 36 5 ' 36 5 ' 36 0 ' 360' 36 0 ' 3 6 0 ' 36 0 ' 360 ' 355 ' 3 5 5 ' 3 5 5 ' 3 5 5 ' 35 5 ' 3 5 5 ' 35 5 ' 350 ' 35 0 ' 35 0 ' 35 0 ' 350 ' 345 ' 34 5 ' 34 5 ' 34 5 ' 345 ' 345 ' 345 ' 340 ' 34 0 ' 34 0 ' 340' 340' 340' 34 0 ' 33 5 ' 335' 33 5 ' 33 5 ' 335' 335' 33 5 ' 33 5 ' 330' X X X X X X X X X X X X AE & T XX X X SD SD SD SD SD AE& T X SD SD SD SD SD SD SD SD SD SD SD BB BBBBB B B B B B B WV WV S OSW S WV W WV WV WV WV W W W AE & T AE & T AE & T AE & T AE & T AE & T AE & T AE& T SD AE & T AE & T AE & T AE&T AE&T AE&T AE&T AT AT AT AT AT AT AT AE&T AE&T A E & T AE&T AE&T AE&T AE&T AE&T A E & T A E & T A E & T A E & T AE&TAT AE&T AE&T AE&T AE&T ATAE&T AE&T AE&T AE&T AE & T AE&T AE&T AE&T AT GAT E TEST STATION TEST STATION GA T E VSE811 PUNCH MARK IN LEDGEN 715191.787E 1473205.666EL 359.616 VSE825 MAGHUBN 714877.005E 1473559.635EL 366.785 VSE8025/8"REBAR VSE CONTROL CAPN 715199.561E 1473526.049EL 369.971 STE P S PAVED CONCRETE WOODS SILL 333.5X EXIS T I N G P R O P E R T Y L I N E E X 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 EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E 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 EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N 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 EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 3000 WILLISTON RD N/F MINGLEWOOD PROPERTYMANAGEMENT, LLC 3 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP 5 CALKINS CT N/F CALKINS FAMILYLIMITED PARTNERSHIP 4016 WILLISTON RD N/F SM & S REALTY(PETE'S RV CENTER) 4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER) 20 ' W I D E E A S E M E N T 20 ' W I D E E A S E M E N T E X I S T I N G P A R C E L L I N E / Z O N I N G L I N E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE UG C UG C UG C UG C UG C UG C W W W W W W W FM FM FM FM FM FM FM S S S UG C UG C UG C UG C UG C E E E E E E E E E E E E E E E E E E E E E TMH TMH UG C UG C UG C UG C TMH U G E UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UG E UG E UG E UGE UGE UG C UG C UG C UG C UG C UG C UG C UGC UG C UG C UG C UG C MH UG E U G C U G C U G C UG C U G E U G E U G E U G E U G E UGE UGE MH TMH E E CONSERVATION MEADOW CONSERVATION MIX CONSERVATION MEADOW (1) UAb (2) UAb (2) JVB (2) JXS (RANDOM LOCATIONS) (10) PG (2) QI (2) GTa (1) QR (2) CO (3) AFb (13) BNb (2) QR (1) AFb (5) GTb (2) GTa (2) CO (2) AFb (3)UAb (2) QM (1) AFb (3) QI (2) UAa (2) UAa (5) GTb (3) QR (2) AFb (5) CO (3) QI (2) AFa (1) UAb (2) UAb (2) NSb (2) UAb (1) QR (5) PG (16) TO (18) TO (1) AFb (2) QM (24) PO (13) DL (19) PO (19) PF (20) SP (2) AFb (19) JC (18) SP (1) NSb (142) SH (10) DL (12) DL (4) PF (22) JC (2) UAb (2) AFb (3) CO (2) AFb (3) CO (2) QM (3) QR (13) TO (59) SH (11) RA (5) PO (1) NSb (11) DL (17) JC (2) BNb (2) JC (1) QM (1) AFb (1) AFb(3) PG (1) QBb (2) QBb (2) AFb (1) BNb (2) QBb (1) UAb MATCHLINE SEE L200 MATCHLINE SEE L201 MATCHLINE SEE L200 MATCHLINE SEE L201 (76) PV (149) SH (2) QBb (3) UAa (3) SP (20) JC (12) PF (26) RA RAIN GARDEN : SEE ENLARGEMENT #1 RAIN GARDEN : SEE ENLARGEMENT PLAN - 1/L200 (2) UAb (190) SH (42) SH NOTE : SEED TYPE FOR ALL AREAS OF DISTURBANCE NOT SHOWN TO BE SELECTED BY LANDSCAPE ARCHITECT FOLLOWING ON-SITE REVIEW OF ADJACENT CONDITIONS AND PROPOSED LEVEL OF MAINTENANCE. (3) BNa (1) NSb (6) PAb (2) PAa (1) JVB (5) PAa (1) AFa (1) QR (1) AFa (1) QR (1) AFa (3) AFa (76) PV (12) DL (13) PF (1) UAb (22) PF (7) SP (2) JVB (2) JXS (RANDOM LOCATIONS) (1) AFb NOTE : SEE SHEET L202 FOR PLANT SCHEDULE (7) JC RAIN GARDEN : SEE ENLARGEMENT #1 (1) GTb (2) CO (1) AFa (1) JVB (1) JXS (5) AFR (1) AFR (3) AFa (4) GTR (8) ASR SCALE OF FEET 30030 60 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant OR I G I N A L S H E E T - A R C H E 1 Permit/Seal YYYY.MM.DD LANDSCAPE ARCHITECTURE WAGNER HODGSON VT 802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 218421340 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.04.08REVISED 2022.04.22REVISED 2022.05.04REVISED 2023.10.27FIELD CHANGES RECORD DRAWINGS FOR PERMIT 10-27-2023 Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com 1" = 30'-0" LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND L-201A LANDSCAPE PLAN (A-BUILD) ISSUED FOR PERMIT 11/14/2023 360' 355 ' 35 5 ' 35 5 ' 35 5 ' 350 ' 35 0 ' 350 ' 345 ' 34 5 ' 345 ' 345' 345' 340' 340' 340' 340' 340 ' 33 5 ' 335' 335 ' SD SD SD SD SD WV WV S OSW S WV W WV WV AE & T AE & T AE&T AE&T AE&T AT AT AT AT AE&T AE&T AE&T A E & T AE&T AE&T AE&T AE&T TEST STATION TEST STATION STE P S EX I S T I N G P R O P E R T Y L I N E EX I S T I N G P R O P E R T Y L I N E 3000 WILLISTON RDN/F MINGLEWOOD PROPERTYMANAGEMENT, LLC 3 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UGC UG C D D D EEE E E E E E E E E E E E E E E E E E E E E E TMH TMH OHE OHE OHE OHE OHE O H E OHE OHE UG E UG E UG E UG E UG E UGE UG E E E E E E E E E E E (4) 4" CAL. HONEY LOCUSTS TO REPLACE REMOVED 14" CAL. HONEY-LOCUST 14" HONEY-LOCUST REMOVED DUE TO SIDEWALK CONSTRUCTION (8) 4" CAL. MAPLES AND/OR OAKS TO REPLACE REMOVED 32" CAL. MAPLE 34" CAL. MAPLE REMOVED DUE TO GRADING 32" CAL. MAPLE REMOVED DUE TO GRADING (6) 5 12"-6" CAL. MAPLES AND/OR OAKS TO REPLACE REMOVED 34" CAL. MAPLE PROPOSED STREET TREES SHIFTED TO AVOID CONFLICT WITH NEW BUS SHELTER LOCATION TEMPORARY GRAVEL CONSTRUCTION ROAD TO REMAIN AND BE EXTENDED AS CONNECTION TO RAMP EAST OF A-BUILD BUILDING JOB NO. SCALE DATE LANDSCAPE ARCHITECTURE WAGNERHODGSON NY 518.567.1791 VT 802.864.0010 © WHLA ALL RIGHTS RESERVED 2023 BETA ASSEMBLY ADDITIONAL REPLACEMENT TREES 21-111 1" = 60'-0" 10.27.23 R E P L A C E M E N T T R E E O P T I O N S KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING TOTAL QUANTITY : 18 - SEE PLAN. QUANTITIES TO BE DETERMINED BASED ON AVAILABILITY FROM SPECIES LISTED BELOW. D E C I D U O U S T R E E S AF TBD Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE SEE PLAN AS SHOWN AS TBD Acer saccharum 'Green Mountain'GREEN MOUNTAIN SUGAR MAPLE SEE PLAN AS SHOWN GT 4 Gleditsia triacanthos v. inermis HONEYLOCUST 4" CAL.AS SHOWN QB TBD Quercus bicolor SWAMP WHITE OAK SEE PLAN AS SHOWN QM TBD Quercus macrocarpa BUR OAK SEE PLAN AS SHOWN QR TBD Quercus rubra RED OAK SEE PLAN AS SHOWN p p p p p p p p p p p p D D D D D D D D D D D D D D D D D D D D D D D D D D D OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E O H E OH E OH E OH E OH E OH E O H E OHE OHE OHE OHE OHE OHE OHE OHE TMH TMH TMH TMH MHTHH HH HH HH HH HH HH HH TMH MH MH TMH TMH MH MH MH TMH MH HH TMH HH HH MH TMH TMH TMH TMH MHTHH HH HH HH HH HH HH HH TMH MH MH TMH TMH MH MH MH TMH MH HH TMH HH HH MH FM FM FM FM FM FM FM S S S S S WV WV WV S OSW WV W WV WV WV WV DDD BOULDERS STE P S PAVED GRAVEL GRAVEL GRAVEL CONCRETE WOODS TELPED 3'WIDE/1'TALL DRAINAGE OPENING W W LEVEL 2 MEZZANINE TEMP. ACCESS ROAD EXHIBIT C-202A AS INDICATED \\ u s 0 2 6 1 - p p f s s 0 1 \ w o r k g r o u p \ 1 7 9 4 \ a c t i v e \ 1 7 9 4 5 0 3 5 0 \ t r a n s p o r t a t i o n \ d r a w i n g \ E x h i b i t \ 1 7 9 4 5 0 3 5 0 _ t e m p _ a c c e s s _ r d _ e x h i b i t . d w g 6/ 5 / 2 0 2 4 1 : 2 2 P M B y : Me r k l e , G e o f f r e y © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. PERMIT SET 05-26-2022 ISSUED FOR PERMIT 2021.10.15 REVISED 2021.11.05 REVISED 2022.01.04 REVISED 2022.01.18 REVISED 2022.01.31 REVISED 2022.02.15 REVISED 2022.05.26 \\ u s 0 2 6 1 - p p f s s 0 1 \ w o r k g r o u p \ 1 7 9 4 \ a c t i v e \ 1 7 9 4 5 0 3 5 0 \ t r a n s p o r t a t i o n \ d r a w i n g \ E x h i b i t \ 1 7 9 4 5 0 3 5 0 _ t e m p _ a c c e s s _ r d _ e x h i b i t . d w g 6/ 5 / 2 0 2 4 1 : 2 2 P M B y : Me r k l e , G e o f f r e y © 2018 Stantec Project No. Scale Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com ISSUED FOR PERMIT 2021.01.31