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HomeMy WebLinkAboutAgenda 06_SP-24-002_154 Davinci Dr_Beta#SP-24-02 1 1 of 10 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-24-002_154 DaVinci Drive_BETA_2024-01-03.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: December 27, 2023 Plans received: December 8, 2023 154 da Vinci Drive - BETA Air, LLC Site Plan Application #SP-24-02 Meeting date: January 3, 2024 Owner City of Burlington/Burlington International Airport 1200 Airport Drive #1 South Burlington, VT 05403 Applicant BETA Technologies, Inc. 1150 Airport Drive South Burlington, VT 05403 Property Information Tax ID 2000-00000 Mixed Industrial & Commercial Zoning District Engineer Stantec 193 Tilley Drive Suite 101 South Burlington, VT 05403 Location Map #SP-24-02 2 2 of 10 PROJECT DESCRIPTION Site Plan application #SP-24-002 of BETA Technologies, Inc. to amend a previously approved planned unit development of a 344,000 sf manufacturing and office building, a 37,800 sf office and retail building, a 15,600 commercial building, and a 85,000 sf flight instruction and airport use building on 40.43 acres. The amendment consists of after-the-fact approval to modify the approved landscaping adjacent to the manufacturing and office building, provide replacement for improperly removed vegetation along Williston Road, modify the driveway configuration for the existing building at 355 Valley Road, and minor site improvements, 154 Davinci Drive. PERMIT HISTORY The previously approved plans for this project included #MP-21-02, a Master Plan approval for the development of the Beta Air, LLC, complex which was proposed to be developed in four phases, #SD-21- 28 for a 344,000 sf manufacturing and office building in two phases, #SP-22-024 for a 85,000 sf flight instruction and airport use building, and #SP-22-056 for additional parking. This application is subject to the LDR effective 11/20/2023. Some of the more relevant differences between the LDR applicable to the most recent approvals and the current application include more specific criteria for the site plan review criteria pertaining to relationships between buildings and sites, both internal and external, and more access and circulation criteria. CONTEXT The applicant is nearing completion of the first phase of approved Preliminary and Final Plat #SD-21-28, which consists of a 163,000 office, storage, and manufacturing building and associated parking and stormwater management facilities. They have made several modifications to the approved design, most of which have been accepted by the Administrative Officer as “field changes” under 14.05H(1). 14.05H(1) Field Changes (a) During construction, the Administrative Officer may authorize or require, in writing, at his/her own determination or upon the request of the applicant, minor adjustments to a site plan which does not affect the substance of the site plan approval. Such minor adjustments shall be consistent with the intent of the approved site plan. All determinations of eligibility for field changes are subject to the discretion of the Administrative Officer. (b) Where conditions are encountered which constitute a material change to an approved site plan or where the developer otherwise wishes to modify the approved site plan, an amendment to the approval shall be filed with the Development Review Board or Administrative Officer for review in accordance with procedures required for such applications. There are three changes for which modification is being requested that does not constitute a minor adjustment to the site plan unaffecting the substance of the previous approval. These three requested changes are the subject of this site plan application and report. This project is subject to Site Plan Review Standards and is located in the Mixed Industrial & Commercial Zoning District, as well as the Transit Overlay District and the Traffic Overlay District - Zone 3. COMMENTS Development Review Planner Marla Keene and Marty Gillies, hereafter referred to as ‘Staff’, have #SP-24-02 3 3 of 10 reviewed the plans submitted on 12/8/2023 and offer the following comments. Numbered items for Board review are in red. The proposed changes consist of the following. 1. Removal of mature trees required to be retained on the portion of the site near Williston Road and replacement with new trees. In SD-21-28, the Board specifically required retention of a 32-inch maple and a 34-inch maple along the proposed recreation path between Williston Road and the approved building, directing the applicant to modify the originally proposed grading and rec path alignment to retain the trees. The applicant also proposed, and the Board approved, retention of some existing trees along Williston Road. The applicant has removed the large mature maples as well as a 14-inch honey locust along Williston Road. While these removals are extremely unfortunate, they are irreversible and therefore Staff recommends the Board move forward with review of the tree replacement plan, discussed under 13.04 below. 2. Reconfiguration of the driveway to 355 Valley Road, access to which was approved to be from the new site roadway. In the below screen shot, the approved configuration is shown on the left and the proposed configuration is shown on the right. Staff considers the impacts of this proposal to largely be one of safety and has accordingly obtained fire department review and requested DPW review of the proposed plan; see below. 3. Removal of trees required to be planted along the west side of the building and installation of trees along the site roadway. The applicant has provided sheet L-205 to highlight the differences between the approved plantings, located in the 50-ft between the approved building and the existing hangar building at 240 Valley Road. This plan does not clearly show the existing buildings, therefore Staff has provided three images below: the first showing the buildings and their addresses, the second showing a street view of the existing building and the approved building, and the third facing the space between the two buildings. Note in the aerial image the approved manufacturing building is under construction and does not appear as a building. Sheet L-205 also shows additional street trees that have been planted along the site roadway. Staff considers the removed trees and the additional planted trees to have very different effects on the site. #SP-24-02 4 4 of 10 1 Staff has determined that items #1 and 2 could be reviewed as administrative site plan amendments under 14.04B(1)(c) “Approval of plans showing as-built adjustments beyond standard field adjustments, provided that such adjustments do not require the amendment of any condition of approval in the most recent findings of fact.” However, 14.04B(1) permits DRB review of any site plan amendment subject to the discretion of the Director of Planning and Zoning. Staff has determined that item #3 does require DRB review. Since it is simpler and permissible to consolidate all three 1 In the first photo, a portion of the space between the buildings is blocked by a white colored container using the loading dock. In the second photo, one can see a transformer that the Board did not, either intentionally or inadvertently, require to be screened. #SP-24-02 5 5 of 10 modifications into a single site plan amendment, Staff has required the applicant to take that approach and Staff has incorporated all three requested changes into this report. A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS No changes to dimensional standards are proposed. Traffic Overlay District No changes to trip generation are proposed. B) SITE PLAN REVIEW STANDARDS 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The DRB shall consider the following. The project is located along a private road constructed to public roadway standards, pursuant to 15.12D. Staff recommends the Board consider the context of the development both in relationship to Williston Road and in relationship to the private street. (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. (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. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. Staff considers this criterion applicable to the landscaping between the approved manufacturing building and the existing hangar. The existing hangar is approximately 35,000 sf and the approved manufacturing building is approximately 10x larger at 344,000 sf. The space between the two buildings is approximately 50-ft wide, which is as wide as some of the City’s street rights-of-way, which include in their cross section two-way travel lanes, a greenbelt with street trees, and a sidewalk or recreation path. 1. Staff recommends the Board require the applicant to provide plantings between the two buildings to mitigate abrupt contrasts in scale. (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. (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. (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. #SP-24-02 6 6 of 10 No modifications to approved parking are proposed. 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. (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. (3) To accomplish (1) and (2), the DRB shall consider: (a) Pattern and Rhythm. Update or maintain or extend the overall pattern of development defined by the planned or existing street grid, block configurations, position and orientation of principal buildings, prevalence of attached or detached building types. (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 approved manufacturing building is clad in insulated metal panels, with corten steel finds near the principal entrance area. The entrance area has an irregularly shaped large awning that extends for most of the southeast façade. The facades which will be most visible from the street are the southwest and southeast. 2. One of the approved field changes was to modify the window configuration on the side of the building facing the existing hangar. The applicant has removed many of the windows at the second-story level and added more windows at the front of the building near the private street. Staff considers this change further supports the need for landscaping between buildings, and again recommends the Board require the applicant to provide it. C. Site Amenity Requirement Site amenities are required for additions exceeding 5,000 sf to non-residential structures. This requirement is not applicable. 14.07 Specific Review Standards A. Environmental Protection Standards All proposed development shall be subject to the applicable requirements of Article 12, Environmental Protection Standards. No changes affecting compliance with Environmental Protection Standards are proposed. 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. #SP-24-02 7 7 of 10 All proposed development shall comply with site access and circulation standards of Section 15.A.14. Much of 15.A.14 pertains to the construction of streets, which are not applicable to this application. The applicable sections of 15.A.14 follow. 15.A.14(E) Access and Circulation. The applicant must demonstrate that the street network is arranged to meet applicable access management, traffic, and pedestrian circulation standards under these Regulations, including criteria for site plans under Article 14, Transect Zone Subdivisions under Article 9, or a type of Planned Unit Development under Article 15.C; and, for state highways, VTrans Access Management Program Guidelines in effect at the time of application. Unless otherwise specified under these regulations, the street network, including the location and arrangement of streets, must be designed to: (6) Design intersections and other access points to City specifications to include curb radii necessary to accommodate anticipated vehicle types and speeds while also minimizing pedestrian crossing distances. (7) Provide for safe access to abutting properties for motorists, cyclists, and pedestrians, including safe sight distances, access separation distances, and accommodations for high- accident locations. Staff has requested Department of Public Works review of the revised driveway for 355 Valley Road as it pertains to safety and sight distances and anticipates having an update at the time of the hearing. The Fire Marshall reviewed the revised driveway on 12/26/2023 and indicated there were no concerns. 3. Staff recommends the Board require adjustments to the proposed driveway modification if recommended by the Department of Public Works. (8) Align access points with existing intersections or curb cuts and consolidate existing access points or curb cuts within the subdivision, to the extent physically and functionally feasible. (9) Minimize vehicular access points (curb cuts) to abutting properties and building lots along pedestrian-oriented street frontage; and provide, where physically feasible, shared vehicular access to frontage and other abutting building lots via rear alleys, side streets, service lanes, shared driveways, or rear cross connections between adjoining parcels. Staff considers the proposed modification does not affect compliance with criteria 8 and 9. D. [Reserved for Transportation Demand Management (TDM)] 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. These standards are not applicable to this project. F. Streetscape Improvements. A proposed new construction or extension/expansion of an existing structure exceeding the thresholds listed in either (a) Section 14.09(B) or (b) Section 8.11(D) within the City Center Form Based Code, or Section 3.11(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained within the applicable Street #SP-24-02 8 8 of 10 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 applicant is proposing additional plantings along the site road. This criteria is new since the original approval, and inadvertently references the incorrect section. The correct referenced sections are 14.04(B), 8.11(D), and 3.15(D), which will be corrected with the next round of LDR amendments. The Board did not require street trees at the time of original approval, and no building extension/expansion is proposed, therefore Staff considers this criterion to be not applicable. The applicant is welcome to provide street trees at their discretion, and the City Arborist has no issues with the installed trees. G. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. While this application does affect access, Staff considers it does not change compliance with this criterion. H. Utility Services. Electric, telephone and other wire-served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Standards of Section 15.A.18, Infrastructure, Utilities, and Services, shall also be met. I. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (i.e., non-dumpster, non-large drum) shall not be required to be fenced or screened. No modifications to criteria H and I are proposed. C) SUPPLEMENTAL REGULATIONS 13.04 Landscaping, Screening & Street Trees A. Purpose. The City of South Burlington recognizes the importance of trees, vegetation, and well-planned green spaces in bringing nature into the city and using these as a resource in promoting the health, safety, and welfare of city residents through improved drainage, water supply recharge, flood control, air quality, sun control, shade, and visual relief. Landscaping and screening shall be required for all uses subject to site plan and planned unit development review. Street tree planting shall be required for all public streets in a subdivision or planned unit development. In evaluating landscaping, screening, and street tree plan requirements, the Development Review Board shall promote the retention of existing trees while encouraging the use of recommended plant species. In making its decisions, the Development Review Board may refer to the Vermont Tree Selection Guide, published by the Vermont Urban & Community Forestry Program and/or the recommendation of the City Arborist. 4. As noted above, the applicant has improperly removed three trees, consisting of a 32-inch maple, a 34-inch maple, and a 14-inch honey locust, and has proposed replacement plantings consisting of a total of fourteen (14) four to six inch maples, oaks, and honey locusts near Williston Road and the #SP-24-02 9 9 of 10 south end of the site road. Staff considers the tree replacement plan to be acceptable, assuming acceptance of the City Arborist’s comment below, and recommends the Board confirm. 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. As noted under 14.06(A) above, Staff considers the approved manufacturing building to differ from the adjacent existing hanger in scale and architectural style, and therefore buffering should be required. (1) There shall be sufficient landscaping, walls, or fencing of sufficient height (minimum of three (3) feet) and opacity to effectively screen the parking or loading area year-round from adjacent public streets. The proposed replacement plantings along Williston Road provide additional screening of approved parking and site features, and, as indicated by the City Arborist on 11/14/2023, “the trees along the entrance road on the north side are pretty tightly spaced and will have overlapping crowns eventually but that could be the design effect they are after and isn’t necessarily a problem.” An additional comment of the City Arborist is as follows I would caution against planting Sugar Maples in close proximity to either Williston Rd or the entrance road, as they are quite intolerant of the site conditions in those locations. 5. Staff recommends the Board include a condition that Sugar Maples are not permitted as species for the proposed replacement plantings near the Williston Road site entrance. (2) Screening of a parking or loading shall be provided where headlights from vehicles on site may be visible and project parallel to a public street. (3) There shall be sufficient landscaping, walls, or fencing of sufficient height and opacity to effectively screen outdoor storage areas, refuse, recycling, and compost collection (excluding on-site composting) areas. (4) The landscaping shall be designed to minimize erosion and stormwater runoff, and to protect neighboring residential properties from the view of uses and parking areas on the site. The landscaping shall be of such type, height, and spacing, as in the judgment of the Development Review Board, will effectively screen the activities on the lot from the view of persons standing on adjoining properties. The plan and specifications for such planting shall be filed with the approved plan for the use of the lot (5) Modifications. Where the existing topography and/or landscaping provides adequate screening or would render the normally required screening inadequate, the Development Review Board may modify the planting and/or buffer requirements by, respectively, decreasing or increasing the requirements. (6) Recreational vehicle parking areas shall be screened with evergreen trees and shrubs and such landscaping plan shall be part of the application. (7) Additional landscaping above and beyond the minimum landscape budget formula may be required for the purpose of adding a buffer strip along I-89 to properly screen development from the highway. #SP-24-02 10 10 of 10 Staff considers the remainder of these specific screening and buffering criteria to be not applicable. G. Landscaping Standards. (1) The Development Review Board shall require compliance with any Tree Ordinance or Landscaping Design Standards enacted by the City of South Burlington, subsequent to the effective date of these regulations. (2) Overall, there shall be a mix of large canopy tree species within each landscaping plan. The previously approved plantings between the approved building and the existing hangar consists of six (6) 3 – 3.5” American hornbeams, four (4) apple serviceberry (a decorative tree), and six eastern hemlock installed at 8 – 10’ height. There are additional of each of these species proposed to be installed elsewhere on the site, though in the proposed configuration as previously stated there are no trees between the two buildings. (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 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 total value of the omitted trees was $20,400. The previously required landscaping cost for the first phase of the manufacturing building was $657,500 and the applicant provided $787,580 in plantings. No fiscal credit was granted for retention of existing trees. Therefore the value of the omitted trees and the improperly removed trees is not an issue. RECOMMENDATION Staff recommends that the Board review the project with the applicant and close the hearing. Respectfully submitted, Marla Keene, Development Review Planner D D D D D D D D D D D D D D D D D D D SD SD SD D D D D D D D D U D UD X X X X X X X X X X X X X S E B B WV WV E WVWV S OSW S WV S WV WV W WV WV WV WV BB SVENT PIPE BROWN ANIMAL HOSPITAL GARAGE DOOR A-9 A-14 A-17 A-2 A-11 A-18 A-1 START A-6 A-7 A-4 A-8 A-3 A-15 A-19 A-12 A-16 A-5 A-13 A-10 EL PANELMULTIPLE DROPS W/ METER & SHUTOFF BREAKER CON C . 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CON C . W A L K WOO D S T E P S 10'DIA BOULDER/4'AG METAL FENCE POST BLUE BOULDERS METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOOR SILL 318.3 CONCRETE BLUE BLUE BLUE CENTER 3'WIDE DOORSILL 318.3 STE P S GRAVEL GRAVEL GRAVEL CONCRETE WOODS WOODS WOODS BRUSH 1 1/2 " W I D E / 1 1 / 2 " T A L L W O O D C U R B CONDUIT2' TALL CONDUIT2' TALL CONDUIT2' TALL X X X X XCENTER 3'WIDE DOORSILL 318.3 BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE 20' W I D E C W D E A S E M E N T 20' W I D E C W D E A S E M E N T 10 0 ' W I D E G M P E A S E M E N T 100 ' W I D E G M P E A S E M E N T 100' W I D E G M P E A S E M E N T 20 ' W I D E 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 EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW 30' 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 OSW EL OUTLET0.5'AG 128A LI1DROP EL METER5.5'AG 97522121 TELPED EL BOX 3'WIDE/1'TALLDRAINAGE OPENING TEL PED4'TALL KEYPAD T S A T S A TS A T S A TS A T S A T O F A T O F A TO F A T O F A T O F A T O F A OHE OHE OHE OHE OHE OHE FM FM FM S S S S S OVERALL SITE PLAN (A-BUILD) C-200A 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 \ s h e e t _ f i l e s _ a b u i l d _ p e r m i t \ 1 7 9 4 5 0 3 5 0 _ c - 2 0 0 A _ p r o j e c t _ s i t e _ p l n . d w g 10 / 2 6 / 2 0 2 3 5 : 3 3 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 RECORD DRAWINGS FOR PERMIT 10-27-2023 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 1 FIELD CHANGE 2023.10.27 1 1 1 1 1 1 1 1 \\ 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 \ s h e e t _ f i l e s _ a b u i l d _ p e r m i t \ 1 7 9 4 5 0 3 5 0 _ c - 2 0 0 A _ p r o j e c t _ s i t e _ p l n . d w g , C - 2 0 0 A , 1 0 / 2 6 / 2 0 2 3 5 : 5 0 : 4 0 P M RECORD DRAWINGS FOR PERMIT 11/7/2023 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 LEVEL 1 320'-0" A-211 3_______ A-211 3_______ MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. OVERHEAD ROLL UP DOOR - AT SHIPPING & RECEIVING A-221 3_______ 1 15 20148765432131211109 OVERHEAD ROLL UP DOORS - AT SHIPPING & RECEIVING TRIPLE GLAZED WINDOW SYSTEM, TYP. 1716 R1B R1A R1C R1B R1A R1B R1A R1C R1C W3A W3C A-221 2_______ A-221 4_______ A-221 1_______ R1A R1C R1B R1B R1B W1A W1C W1AR1BW2 C1AC1CC1BC1CL1L1C1AC1D C1A C1D PRECAST CONCRETE BASE FAA HEIGHT RESTRICTION INSULATED METAL PANEL STACK JOINT INSULATED METAL PANEL -FLAT JOINTS A-212 3_______ A-212 3_______DOME SKYLIGHT, TYP. 18 19 C1A C1A W4A W4CDC1B 12'-0" A-451 6_________________ LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS LINEAR SKYLIGHT, TYP. A-212 2_______ A-212 2_______ A-223 1_______C D FEBAA-223 2_______ A-230 4 CONTINUOUS BLADE PROJECTED LOUVER PRECAST CONCRETE BASE OPENINGS IN INSULATED PANEL FOR HVAC BEYOND LOUVERS DOME SKYLIGHT, TYP. PRECAST CONCRETE BASE 16'-6" 7'-0" 16'-6" 7'-0" 16'-6" 7'-0" F' R2A L2 L2 L2 CONTINUOUS BLADE SCREEN AT TRANSFORMERS BEYONDBEYONDBEYOND PIT AT TRANSFORMERS SHOWN DASHED CURB 8" SHELF 11" A-223 3_______ 8 1/2" 3'-2 1/8" CURB 11" SHELF 8" 5'-2 1/4" 7'-1"12'-0"8" A-223 4_______ A-451 6_________________ LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ TRANSLUCENT SLIDING DOORS W/ GLAZED LOWER PANELS, TYP. INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. LINEAR SKYLIGHT A-212 2_______ A-212 2_______ A-222 1_______ CDFE B A A-222 2_______ FAA HEIGHT RESTRICTION HANGAR DOOR CLEAR OPENING 120'-0" TRANSLUCENT WALL TO MATCH HANGAR DOOR INSULATED METAL PANEL -FLAT JOINTS TRANSLUCENT WALL TO MATCH HANGAR DOOR DOME SKYLIGHT, TYP. HANGAR DOOR OPENING HEIGHT 36'-0" PANEL WIDTH 20'-0" F' W1A C1A R2B 5'-0" A-451 6_________________ LEVEL 1 320'-0" A-211 3_______ A-211 3_______ MEZZANINE 340'-0" H.P. OF HIGH ROOF 375'-0" A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ 115201487654321312111091716 A-222 3_______ FAA HEIGHT RESTRICTION PRECAST CONCRETE BASE DOWNSPOUT AND SCUPPER, TYP. 22'-6"10'-0"12'-6"5'-0" FIN REPEAT PATTERN FOR EAST FACADE A-212 3_______ A-212 3_______ 1819 A-403 6_________________ © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 4:50:49 PM <Pick location in Project Information> Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com BUILDING ELEVATIONS 218421340 A-201A 1/16" = 1'-0"A-201A 4 BUILDING ELEVATION -WEST LOADING 1/16" = 1'-0"A-201A 1 BUILDING ELEVATION -SOUTH ENTRANCE 1/16" = 1'-0"A-201A 3 BUILDING ELEVATION -NORTH RUNWAY 1 3 2 4 1/16" = 1'-0"A-201A 2 BUILDING ELEVATION -EAST MANUFACTURING WALL SCHEMATIC DESIGN 2021.09.24 ISSUED FOR PERMIT 2021.10.15 75% DESIGN DEVELOPMENT 2021.11.22 DESIGN DEVELOPMENT 2021.12.10 LEVEL 1 320'-0" A-211 3_______ A-211 3_______ MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. OVERHEAD ROLL UP DOOR - AT SHIPPING & RECEIVING A-221 4_______ 1 15 20148765432131211109 OVERHEAD SECTIONAL DOORS - AT SHIPPING & RECEIVING TRIPLE GLAZED WINDOW SYSTEM, TYP. 1716 A-221 2_______ A-222 1_______ A-221 1_______ PRECAST CONCRETE BASE FAA HEIGHT RESTRICTION INSULATED METAL PANEL STACK JOINT INSULATED METAL PANEL - FLAT JOINTS A-212 3_______ A-212 3_______18 19 RETAINING WALL - SEE CIVIL RETAINING WALL - SEE CIVIL ROOF ACCESS LADDER A-222 5_______ OVERFLOW NOZZLE, TYP. 15 ' - 0 " A-222 6_______ R1 R2 R3 R4 A-221 3_______ C1 C1 C2 W2 C3 H1 L3 L3 LO U V E R R . O . 5'- 1 0 " 4" A-221 5_______ TO D O O R SI L L EX-9EX-3EX-4 EX-1 EX-1A EX-0 OH-1OH-2 ROOF HATCH LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. LINEAR SKYLIGHT, TYP. A-212 2_______ A-212 2_______ A-223 1_______C D FEBAA-223 2_______ A-230 4 CONTINUOUS BLADE PROJECTED PRECAST CONCRETE BASE PRECAST CONCRETE BASE F' L1 BEYOND PIT AT TRANSFORMERS SHOWN DASHED A-223 3_______ 6 1/2" 3'-2 1/8" CURB 11" SHELF 8" 5'-2 1/4" 7'-1"12'-0" 8" A-223 4_______ 3 3 /4 " / 1 ' - 0 " TRANSFORMERS L1BEYOND 83.40° S2 L2 L2 H2 LOUVER R.O. 8'-3 1/2" A-410 9_________________ DOOR R.O. 7'-2 1/4" A-201 5 BEYOND EX-201A EX-201B BEYOND OF GRADE CHANGE 4'-3" TO BEGINNING OF CONC. PAD 3'-0" TO EDGE OF GRADE CHANGE 3'-0 1/2" TO END CURB 8" SHELF 11" EX-200 LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ TRANSLUCENT SLIDING DOORS W/ GLAZED LOWER PANELS, TYP. INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. LINEAR SKYLIGHT A-212 2_______ A-212 2_______ A-222 2_______ CDFE B A A-222 3_______ FAA HEIGHT RESTRICTION HANGAR DOOR CLEAR OPENING 120'-0" TRANSLUCENT WALL TO MATCH HANGAR DOOR TRANSLUCENT WALL TO MATCH HANGAR DOOR F' PANEL WIDTH 19'-11 1/2" RETAINING WALL - SEE CIVIL ROOF ACCESS LADDER C4 S1 W1 ROOF HATCH EX-7 EX-6 EX-5 LEVEL 1 320'-0" A-211 3_______ A-211 3_______ MEZZANINE 340'-0" H.P. OF HIGH ROOF 375'-0" A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ 115201487654321312111091716 A-222 4_______ FAA HEIGHT RESTRICTION PRECAST CONCRETE BASE DOWNSPOUT AND SCUPPER, TYP. ACCENT FINS REPEAT PATTERN FOR EAST FACADE A-212 3_______ A-212 3_______ 1819 14'-9" 40'-3" 10'-0"15'-0"5'-0"17'-6"7'-6"12'-6"5'-0"17'-6" 2'-6" EX-8 LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ FE F' PIT AT TRANSFORMERS SHOWN DASHED L2 L2 LOUVER R.O. 3'-6" 2'-9" TRANSFORMERS © 2021 Stantec Project No. Scale Key Plan 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 1/23/2023 19:41:53 <P i c k l o c a t i o n i n P r o j e c t I n f o r m a t i o n > Stantec Architecture Inc 40 Water Street,3rd FL Boston, MA 02109 Tel: (617) 234-3100 www.stantec.com BUILDING ELEVATIONS 218421340 A-201 1/16" = 1'-0"A-201 4 BUILDING ELEVATION - WEST LOADING 1/16" = 1'-0"A-201 1 BUILDING ELEVATION - SOUTH ENTRANCE 1/16" = 1'-0"A-201 3 BUILDING ELEVATION - NORTH RUNWAY 1 3 2 4 1/16" = 1'-0"A-201 2 BUILDING ELEVATION - EAST MANUFACTURING WALL 1/16" = 1'-0"A-201 5 BUILDING ELEVATION - SOUTH ENTRANCE - AT TRANSFORMERS REFER TO SHEET A-205 FOR ACCENT FIN PATTERNS AND LOCATIONS ON ELEVATIONS. 3 3 3 3 ISSUED FOR PERMIT 2021.10.15 DESIGN DEVELOPMENT 2021.12.10 CORE/SHELL CONSTRUCTION DOCUMENTS 2022.03.11 CORE/SHELL ISSUED FOR CONSTRUCTION 2022.05.09 1 BULLETIN 008 2022.07.19 2 BULLETIN 009 2022.07.26 3 BULLETIN 023 - WEST MEZZ REVISIONS CD 2022.10.06 4 RFI #274 2022.11.10 5 RFI #311 2022.12.07 6 RFI #363 2023.01.23 4 4 56 RECORD DRAWINGS FOR PERMIT 11/7/2023 A 33 5 ' 33 5 ' 335' 335' 335 ' 33 0 ' 33 0 ' 330 ' 330' 32 5 ' 32 5 ' 325'325' 325' 32 5 ' 325' 325' 32 5 ' 32 5 ' 32 0 ' 320' 32 0 ' 320' 320' 320 ' 3 2 0 ' 320' 31 5 ' 315' 315' 315' 31 5 ' 315' 315' 310' 310' 310' 310' 31 0 ' 310 ' 305' 305' 305' 305' 305' 300' 300' 300' 300' SD SD SD SD X X X X X X X X X X X X X XXX SD X X U T D B B W B B B OSW WV WV WV B B S S D S D U T SD SD A E & T AE&T AE&T AE&T AE&T SD SD E S D A E & T A E & T A E & T GATE VENT P I P E 0.4'T A L L 0.7'T A L L WOO D E N G A T E P O S T 0.1'D I A M E T A L 3 . 5 ' T A L L WOO D E N G A T E P O S T GATE VENT P I P E GARA G E D O O R GATE A-9A-14 A-17 A-2 A-11 GAS M E T E R A-18 A-1 S T A R T A-6A-7 A-4 A-8 A-3 A-15 A-19 A-12 A-16 A-5A-13 A-10 CO N C . W A L K VSE8 2 2 M A G H U B N 71 5 4 8 8 . 6 6 4 E 14 7 2 7 7 2 . 8 2 1 EL 3 3 6 . 0 9 5 VSE8 1 0 M A G H U B N 71 5 6 9 9 . 2 7 6 E 147 3 0 9 5 . 2 7 9 EL 33 5 . 4 1 4 VSE8 2 1 M A G H U B N 71 5 8 5 3 . 1 5 8 E 14 7 3 0 8 5 . 4 8 5 EL 3 1 7 . 2 2 6 META L F E N C E P O S T GATE META L F E N C E P O S T CENT E R 1 0 ' W I D E GARA G E D O O R SILL 3 1 8 . 3 CENT E R 3 ' W I D E D O O R SILL 3 1 8 . 3 CON C R E T E CENT E R 3 ' W I D E D O O R SILL 3 1 8 . 3 PAVE D PAVE D WOO D S WOO D S WOO D S 4.5' T A L L P O S T 0.2' D I A . S T E E L RP RPRPRP VSE # 7 4 2 5/8"R E B A R V S E C O N T R O L C A P N 71 6 3 5 9 . 0 0 5 E 14 7 2 1 1 6 . 1 4 8 ELEV 3 2 4 . 7 8 5 X X X X X CENT E R 3 ' W I D E D O O R SILL 3 1 8 . 3 SD SD SD EXISTING PARCEL LINE/ZONING LINE 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 EXISTING PARCEL LINE/ZONING LINE 3 0 ' 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 FM FM S W W W W W W W W W W W W S UG E UG E UG E UGE UGE UG C UG C UG C UG C UG C UG E UG E UGE UGE UG E UG E UG 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 E E E E E E UG E UG E E E SMH MH MH MH MH MH MH MHTHH UGC UGC UGC MH (95 ) (3)(16) I V (17) DRU M L I N L A N D F O R M S T O 33 5 ' 33 5 ' 335' 335' 335 ' 33 0 ' 33 0 ' 330 ' 32 5 ' 32 5 ' 325'325' 325' 32 5 ' 325' 325' 325 ' 32 5 ' 32 0 ' 320' 32 0 ' 320' 320' 320 ' 3 2 0 ' 320' 31 5 ' 315' 315' 315' 31 5 ' 315' 315' 310' 310' 310' 310' 310 ' 305' 305' 305' 300' 300' 300' SD SD SD SD X X X X X X X X X X X X X XXX SD X X D B B B B B OSW WV WV WV B B S S D S D SD SD A E & T AE&T AE&T AE&T AE&T SD SD E S D A E & T A E & T GATE VENT P I P E 0.4'T A L L 0.7'T A L L WOO D E N G A T E P O S T 0.1'D I A M E T A L 3 . 5 ' T A L L WOO D E N G A T E P O S T GATE GARA G E D O O R GATE A-9A-14 A-17 A-2 A-11 GAS M E T E R A-18 A-1 S T A R T A-6A-7 A-4 A-8 A-3 A-15 A-19 A-12 A-16 A-5A-13 A-10 CO N C . W A L K VSE8 2 2 M A G H U B N 71 5 4 8 8 . 6 6 4 E 14 7 2 7 7 2 . 8 2 1 EL 33 6 . 0 9 5 VSE8 1 0 M A G H U B N 71 5 6 9 9 . 2 7 6 E 14 7 3 0 9 5 . 2 7 9 EL 3 3 5 . 4 1 4 VSE8 2 1 M A G H U B N 715 8 5 3 . 1 5 8 E 14 7 3 0 8 5 . 4 8 5 EL 31 7 . 2 2 6 META L F E N C E P O S T GATE META L F E N C E P O S T CENT E R 1 0 ' W I D E GARA G E D O O R SILL 3 1 8 . 3 CEN T E R 3 ' W I D E D O O R SILL 3 1 8 . 3 CON C R E T E CENT E R 3 ' W I D E D O O R SILL 3 1 8 . 3 PAVE D PAVE D WOO D S WOO D S WOO D S 4.5' T A L L P O S T 0.2' D I A . S T E E L RP RPRPRP VSE # 7 4 2 5/8" R E B A R V S E C O N T R O L C A P N 71 6 3 5 9 . 0 0 5 E 14 7 2 1 1 6 . 1 4 8 ELEV 3 2 4 . 7 8 5 X X X X X CENT E R 3 ' W I D E D O O R SILL 3 1 8 . 3 SD SD SD EXISTING PARCEL LINE/ZONING LINE 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 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 FM S W W W W W W W W W W W W S UG E UG E UG E UGE UGE UG C UG C UG C UG E UG E UGE UGE UG E UG E UG 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 UG E UG E E E SMH MH MH MH MH MH MH UGC UGC UGC MH © 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, Inc. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com 1" = 30'-0" DA VINCI DRIVE PLANTING COMPARISON L-205 REVISION #1 2023.03.17 SCALE OF FEET 40040 80 REVISION #2 2023.05.15 (6) TCb : TSUGA CANADENSIS, 8'-10' HT. (4) AG : AMELANCHIER X GRANDIFLORA, 10'-12' HT. (6) CC : CARPINUS CAROLINIANA, 3"-3.5" CAL. (11) AFb : ACER X FREEMANII, 4.5"-5" CAL. AS APPROVED AS INSTALLED DA VINCI DRIVE DA VINCI DRIVE DA VINCI DRIVE DA VINCI DRIVE BETA ASSEMBLY BETA ASSEMBLY 37 0 ' 370 ' 36 5 ' 36 5 ' 365 ' 36 5 ' 360 ' 360' 36 0 ' 36 0 ' 36 0 ' 360 ' 357 ' 355' 35 5 ' 35 5 ' 3 5 5 ' 35 5 ' 35 5 ' 35 5 ' 355 ' 350 ' 35 0 ' 35 0 ' 350 ' 350' 35 0 ' 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 ' 336' 33 5 ' 335' 335 ' 335 ' 335' 335 ' 335' 335' 335' 335' 335' 335' 335' 335' 335 ' 335 ' 335' 335 ' 33 5 ' 335' 330' 330 ' 33 0 ' 330' 330' 330 ' 3 3 0 ' 330 ' 330 ' 330' 330' 325' 325' 3 2 5 ' 325' 32 5 ' 325' 325 ' 325' 325' 325' 325' 325' 320' 320 ' 32 0 ' 320' 320' 32 0 ' 32 0 ' 315 ' 31 5 ' 31 0 ' 3 0 5 ' AE & T SD SD SD SD SD SD SD SD SD SD WV WV GV GV GVGV GV GV GV WV GV GV GV WV S GVGV GVOSW GV S WV GV GVGVGV W WV WV WV WV GV DDD W GV OSW WV WV WV GV AE & T S D E 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 A E & T A E & T AE&T AE&T AE&T AE&T AE&T AT 57"DIA NO PARKING 14"PINE 17"PINE 10"DIA 16"PINE 14"PINE 15"PINE 10"PINE TEL PED NO PARKING 14"PINE 10"PINE 12"PINE 74519/125 1DROPNOT IN USE BROWN ANIMAL HOSPITAL VALLEY ROAD 8"MAPLE 34"MAPLE 18"LOCUST 74531/6 PETES RV NO PARKING 74522/123 18" C P E P 4"CEDAR 4"CEDAR 4"CEDAR 0.4'TALL 12 MAILBOXES 0.7'TALL CNF OUTLET UG AT&T SIGN 22"LOCUST 4001 12"DIA UTIL HANDHOLE 7"MAPLE BUS STOP 18"CPEP 40"SPRUCE 127-12 2LI 37"ASH 15"ASH 8"MAPLE(3) 74525/2/128B 3DROPS AIRSTEAM OF VERMONT 4-WAY INT/YELLOW LIGHTS 1DROP TEST STATION42 1/2A/127/74509 3DROPS/METER UTILITY BOX 5.3'AG 17"MAPLE 38"MAPLE FO CABLE SIGN 9"LOCUST 17"OAK 18"CPEP 18"ELM(2) 12"MAPLE 12"MAPLE EL PANEL 4.5'DIA HANDHOLE SAT DISH KEYPAD 17"LOCUST HANDHOLE VENTPIPE 16"LOCUST 17"LOCUST 25"SPRUCE 16"LOCUST 14"PINE 20"PINE 30"HORNBEAM 18" C P E P 18"RCP TEL PED PUSHPOLE 5-60 NO PARKING 128A LI/1DROP 6" P V C 355 VALLEY ROAD 12" R C P 6K/8K/74529/5 3DROPS 6"P V C 3090 14"LOCUST 14"MAPLE 12 " R C P 12 " R C P 74521/24 SL40 19"DIA 14"MAPLE 19"LOCUST 16"LOCUST AC 4"CEDAR 22"HORNBEAM 25"HORNBEAM 16"HORNBEAM 28"HORNBEAM 30"HORNBEAM 7"ASH(3) TEL PED 4'TALL YIELD/PERMIT PARKING ONLY 18"CPEP 3060 WILLISTON ROAD 6"PVC 18"CPEP 4"LOCUST(3) 4"CEDAR 4"CEDAR 4"CEDAR 4"CEDAR 29"SPRUCE 2-50/74526 1DROP TEL PED 4'TALL 3'WIDE/1'TALL DRAINAGE OPENING TEST STATION 74507/134 3DROPS 26/132-01/74513 2DROPS/2LI PUSHPOLE 12"MAPLE 124/74520 4/74528 1DROP 8"SPRUCE TEL PED 17"MAPLE NO PARKING 14"PINE 17"PINE 16"PINE 12"DIA 16"DIA 12"DIA 1/74517 NOT IN USE 7"MAPLE(3) 128/74510/133 LI 12"C M P AC COMMERCIAL SALES 6" P V C 15"MAPLE(3) VENT PIPE 2 NO WIRES 44"SPRUCE GAS SIGN EL BOX 14"MAPLE 12"MAPLE 26"SPRUCE 15"PINE NO PARKING 32"DIA 74527 1DROP 18"R C P 18"RC P 26"PINE 27"SPRUCE 12"CEDAR(2) 127/74511 LI 127-11/132 1/2 126-01/132 74515/126 74516/125 1/01 6"P V C FO CABLE SIGN 8"OAK(2) 103295/1/30K/6-7/1 32"MAPLE 18"DIA(2) GREEN MOUNTAIN FLIGHT ACADEMY ONE WAY 4"CEDAR 128 2DROPS 735694 EL DROP GARAGE DOOR 10'DIA BOULDER/4'AG 8"MAPLE 8"SPRUCE LARGE BOULDERS DO NOT ENTER LEDGE LEDGE LEDGE RIP-RAP RIP-RAP LEDGE BOULDERS CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE SILL 318.3 STE P S PAVED PAVED PAVED GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL CONCRETE WOODS WOODS WOODS WOODS B-23 B-22 B-9 B-11 B-13 B-10 B-8 B-18B-5 B-3 B-1 B-28 B-27 B-29 B-4 B-30 B-7 B-31 B-32 B-12 B-6 INV 311.72 FES INV 305.40 TG 315.98INV IN 306.2INV OUT 306.8BOT 305.4 TG 316.42INV 312.2BOT 311.1 TG 316.50INV IN 311.9INV OUT 311.7BOT 310.1 X X X X INV 325.35 SILL 333.5X TG 326.51H2O 321.7INV 317.5±BOT 316.5 TG 323.29H2O 321.7INVS 316.6±BOT 315.3 TG 331.12INVS 325.7BOT 324.7 TG 335.93INVS 328.2BOT 327.3 TG 336.37INVS 330.1BOT 329.7 TG 323.22H2O 321.7INV 322.0BOT 315.8 TG 332.43INV 326.7BOT 326.6 AC AC TG 330.36INV 328.6BOT 326.0 12 " R C P TG 335.68INV 330.1BOT 330.1 TG 335.07INV IN 332.7INV OUT 330.4BOT 328.4 GAS SIGN WIL L I S T O N R D SHU N P I K E R D STO P 002 0 / 0 4 1 4 / 0 2 5 8 TG 336.166" INV IN 333.918" INV IN 333.1INV OUT 333.1BOT 332.5 INV 332.28INV 332.39 TG 346.61INVS 340.6BOT 340.5 TG 353.17INV 347.3BOT 346.8 D D D D D D D D D D D D D D D D 20' W I D E C W D E A S E M E N T 20 ' W I D E 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 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 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 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 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 UGC 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 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 TREE PROTECTION FENCING, TYP. 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 TREE PROTECTION FENCING, TYP. EXISTING TREE TO BE PROTECTED 6' LENGTH LUG-U-POST 12 GAUGE STEEL W/ GREEN BAKED ENAMEL NOTE: NYLON ZIP TIES (3 PER POST) TO SECURE MESH TO TABS ON POST HIGH DENSITY POLYETHELENE 3200 PSI, ORANGE MESH WITH NOMINAL OPENINGS, 3 1/2" x 1 1/2" EXISTING GRADE TREE PROTECTION SIGN, MIN. 1' SQ. TO BE PLACED ON EACH SIDE OF FENCING OR EVERY 16' O.C. OF LINEAR FENCE. SECURE TO MESH WITH (4) NYLON ZIP TIES 4' - 0 " M I N . 3' - 0 " M I N . 2' - 0 " 4'-0" TYP. 8'-0" MAX. TREE PROTECTION SPECIFICATIONS: 1. Locate and clearly identify trees to remain. Flag each trunk at 54 inches above the ground. 2. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. TREE AND PLANT PROTECTION ZONES 1. Protection-Zone Fencing: Install protection-zone fencing at the Critical Root Radius - a distance of 1' per every inch diameter of tree diameter measured at DBH (diameter @ breast height). Install protection-zone fencing along edges of protection zones before materials or equipment are brought on site and construction operations begin in a manner that will prevent people and animals from easily entering protected area except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives or other vehicular circulation. a. Plastic Protection-Zone Fencing: Install to comply with manufacturer's written instructions. b. Posts: Set or drive posts into ground one-third the total height of the fence without concrete footings. Where a post is located on existing paving or concrete to remain, provide appropriate means of post support acceptable to Landscape Architect. 2. Maintain protection zones free of weeds and trash. 3. Repair or replace trees to remain or be relocated that are damaged by construction operations, in a manner approved by the Landscape Architect. a. Do not remove protection-zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone. b. Temporary access is permitted subject to pre-approval in writing by arborist if a root buffer effective against soil compaction is constructed as directed by arborist. Maintain root buffer so long as access is permitted. ROOT PRUNING 1. Prune roots that are affected by temporary and permanent construction. Prune roots as follows: a. Cut roots manually by digging a trench and cutting exposed roots with sharp pruning instruments: do not break, tear, chop or slant the cuts. Do not use a backhoe or other equipment that rips, tears or pulls roots. b. Cut Ends: Do not paint cut root ends c. Temporarily support and protect roots from damage until they are permanently redirected and covered with soil. d. Cover exposed roots with burlap and water regularly. e. Backfill as soon as possible. 2. Root Pruning at Edge of Protection Zone: Prune roots flush with the edge of the protection zone, b y cleanly cutting all roots to the depth of the required excavation. 3. Root Pruning within Protection Zone: Clear and excavate by hand to the depth of the required excavation to minimize damage to root systems. use narrow-tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possbile. REGRADING 1. Lowering Grade: Where new finish grade is indicted below existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. 2. Lowering Grade within Protection Zone: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by arborist unless otherwise indicated. a. Root Pruning: Prune tree roots exposed by lowering the grade. Do not cut main lateral roots or taproots; cut only smaller roots. Cut roots as required for root pruning. 3. Raising Grade; Where new finish grade is indicated above existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. NOTE: If Contractor fails to enforce tree protection measures, resulting in damage and loss of tree(s), Contractor shall replace tree(s) with a 4" caliper substitute at the Contractors Expense in addition to liquidated damages. LIST OF EXISTING TREES EXISTING TREES TO REMAIN: 14" Maple 12" Maple 12" Maple 12" Maple 12” Pine 14” Pine 15” Pine 16” Pine 17” Pine 10” Pine 15” Pine 10” Pine 16” Pine 14” Pine 14” Pine 17” Pine 14” Pine 17” Maple 16” Locust 17” Locust 16” Locust 19” Locust 16” Locust 25” Spruce 14” Maple 7” Maple 8” Maple 8” Spruce 17” Locust 22” Locust 12” Maple 14” Maple EXISTING TREES TO BE REMOVED: 18” Elm (2) 9” Locust 20” Pine 17” Oak 14” Pine 8” Oak (2) 17” Maple 38” Maple 15” Maple (3) 40” Spruce 26” Spruce 44” Spruce 7” Ash (3) 29” Spruce 30” Hornbeam 25” Hornbeam 22” Hornbeam 28” Hornbeam 16” Hornbeam 20” Hornbeam 27” Spruce 37” Ash 15” Ash 26” Pine 8” Maple (3) 12” Cedar (2) 7” Maple (3) 18” Locust 14” Locust 34” Maple 32” Maple Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com TREE PROTECTION PLAN (A-BUILD) L-004A TREE PROTECTION FLAGGING - PROJECT DEMARCATION TREES TO REMAIN AT INTERSECTION OF VALLEY ROAD / WILLISTON ROAD TREES TO REMAIN ALONG VALLEY ROAD © 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 2022.02.15REVISED 2022.05.04REVISED 2023.10.27FIELD CHANGES RECORD DRAWINGS FOR PERMIT 10-27-2023 1" = 50'-0" RECORD DRAWINGS FOR PERMIT 11/7/2023 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 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB PRUNING SHALL BE DONE AFTER DELIVERY OF PLANTS AND AFTER PLANTS HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT. PRUNING PROCEDURES SHALL BE REVIEWED WITH THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PRUNING SHALL BE DONE WITH A CLEAN SHARP TOOL. CUTS SHALL BE MADE FLUSH, LEAVING NO STUBS. NO TREE PAINT SHALL BE USED. DEAD WOOD, SUCKERS AND BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MIN. OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED NEW SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. DUCK BILL TREE ANCHOR NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB DO NOT HEAVILY PRUNE THE TREE AT PLANTING, PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 3 TIMES THE ROOT BALL DIAMETER NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. SHRUB SET TO BE PLUMB SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 2" 12 " M I N . FINISH GRADE NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 2" LAYER MULCH - DO NOT PLACE MULCH IN CONTACT WITH PLANT STEMS GROUNDCOVER, VINE OR PERENNIAL, TYP. TOPSOIL / PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS UNEXCAVATED GROUND OR SUBGRADE FINISH GRADE NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 2" 12 " M I N . 2" LAYER MULCH - DO NOT PLACE MULCH IN CONTACT WITH PLANT STEMS GROUNDCOVER, VINE OR PERENNIAL, TYP. TOPSOIL / PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS UNEXCAVATED GROUND OR SUBGRADE SPACING "D"ROW "A"NUMBER OF PLANTS/SQ.FT. 60" O.C.51.96"0.04 48" O.C 41.52"0.07 42" O.C.36.52"0.10 36" O.C.31.20"0.12 30" O.C.26.00"0.18 24" O.C.20.76"0.28 NOTE: QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE SHRUB SPACING PLANT CENTER PLANT ROW A A D D D D D ALL EQUAL OR AS SHOWN ON PLANTING PLAN NOTES: 1.REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2.REMOVE ALL BASE MATERIALS FROM CONSTRUCTION FROM THE PLANTING AREA. 3.REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 4.REMOVE ALL WEEDS FROM BASE OF PLANT. SEEDED LAWN: CATAMOUNT SEED GREEN MOUNTAIN SPECIAL MIX SCREENED LOAM COMPACTED SUBGRADE 4" FINISH GRADE SODED LAWN SCREENED LOAM COMPACTED SUBGRADE 4" FINISH GRADE BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 PLANTING BED 316" BORDER CONCEPTS UNFINISHED STEEL EDGING TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR LAWN FINISHED GRADE 12" MIN. PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS PLANTING BED WITH 2" SHREDDED HARDWOOD MULCH 3" VARIES SEE PLAN BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR PLANTING BED 1"-1 1 2" WASHED ROUND STONE, HINESBURG SAND AND GRAVEL OR EQ. LANDSCAPE ARCHITECT TO APPROVE SAMPLE 316" BORDER CONCEPTS UNFINISHED STEEL EDGING 4" DIA. PERF. DRAIN PIPE - SEE CIVIL DWGS FOR CONNECTION TO STORM WATER FILTER FABRIC BUILDING WALL © 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 L-202A VARIES PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.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. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 1 1/2" = 1'-0" DECIDUOUS TREE PLANTING 2 1/2" = 1'-0" CONIFEROUS TREE PLANTING 3 1" = 1'-0" SHRUB PLANTING 4 1" = 1'-0" GROUNDCOVER PLANTING 5 1" = 1'-0" GRASS AND PERENNIAL PLANTING 10 1/2" = 1'-0" PLANTING DIAGRAM 6 3/4" = 1'-0" SEEDED LAWN 7 3/4" = 1'-0" SOD LAWN 8 1" = 1'-0" PLANTING BED EDGING 9 1" = 1'-0" DRIP EDGE PLANT SCHEDULE (A-BUILD) O V E R A L L P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING D E C I D U O U S T R E E S AFa 17 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 3.5"-4" CAL.AS SHOWN AFb 38 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 4.5"-5" CAL.AS SHOWN BNa 8 Betula nigra 'Heritage' (single stem) SELECT SINGLE STEM RIVER BIRCH - SELECT 3"-3.5" CAL.AS SHOWN BNb 18 Betula nigra 'Heritage' (single stem)SINGLE STEM RIVER BIRCH 3"-3.5" CAL.AS SHOWN CO 17 Celtis occidentalis HACKBERRY 4"-4.5" CAL.AS SHOWN GTa 4 Gleditsia triacanthos f. inermis 'Halka'HALKA HONEYLOCUST 3.5"-4" CAL.AS SHOWN GTb 11 Gleditsia triacanthos f. inermis 'Skyline'SKYLINE HONEYLOCUST 3.5"-4" CAL.AS SHOWN NSa 3 Nyssa sylvatica SELECT BLACK TUPELO - SELECT 3.5"-4" CAL.AS SHOWN NSb 5 Nyssa sylvatica BLACK TUPELO 3.5"-4" CAL.AS SHOWN QBa 2 Quercus bicolor SELECT SWAMP WHITE OAK - SELECT 4"-4.5" CAL.AS SHOWN QBb 11 Quercus bicolor SWAMP WHITE OAK 4"-4.5" CAL.AS SHOWN QI 8 Quercus imbricaria SHINGLE OAK 3.5"-4" CAL.AS SHOWN QM 7 Quercus macrocarpa BUR OAK 3.5"-4" CAL.AS SHOWN QR 12 Quercus rubra RED OAK 3.5"-4" CAL.AS SHOWN UAa 14 Ulmus x 'Triumph'TRIUMPH ELM 3.5"-4" CAL.AS SHOWN UAb 17 Ulmus x 'Triumph'TRIUMPH ELM 4.5"-5" CAL.AS SHOWN E V E R G R E E N T R E E S JVB 6 Juniperus virginiana 'Burkii'BURKII RED CEDAR 6'-7'AS SHOWN JVM 44 Juniperus virginiana 'Mountbatten'MOUNTBATTEN RED CEDAR 6'-7'AS SHOWN JXS 5 Juniperus x 'Star Power'MOUNTBATTEN RED CEDAR 6'-7'AS SHOWN PAa 7 Pinus Abies NORWAY SPRUCE 6'-7'AS SHOWN PAb 12 Pinus Abies NORWAY SPRUCE 8'-10'AS SHOWN PG 21 Picea glauca WHITE SPRUCE 6'-7'AS SHOWN TO 47 Thuja occidentalis 'Fairview'FAIRVIEW ARBORVITAE 6'-7'AS SHOWN S H R U B S CS 20 Cornus sericea 'Isanti'ISANTI RED-TWIG DOGWOOD #5 AS SHOWN DL 58 Diervilla lonicera NORTHERN BUSH HONEYSUCKLE #5 AS SHOWN JC 87 Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER #5 AS SHOWN IV 60 Ilex verticilata 'Jim Dandy'WINTERBERRY (MALE)#5 AS SHOWN PF 70 Potentilla fruiticosa 'Abbotswood'ABBOTSWOOD CINQUEFOIL #3 AS SHOWN PO 48 Physocarpus opulifolius 'Nanus'NANUS NINEBARK #5 AS SHOWN RA 173 Rhus aromatica 'Gro-Low'GROW-LOW SUMAC #3 AS SHOWN SP 48 Syringa meyeri 'Palibin'DWARF KOREAN LILAC #5 AS SHOWN G R A S S E S CA 843 Carex stricta TUSSOCK SEDGE #1 18" O.C. JE 416 Juncus effusus COMMON RUSH #1 18" O.C. PV 382 Panicum virgatum 'Shenandoah'SHENANDOAH SWITCH GRASS #2 24" 0.C. SH 582 Sporobolus heterolepsis PRAIRIE DROPSEED #1 18" 0.C. P E R E N N I A L S AI 152 Aesclepias incarnata SWAMP MILKWEED #2 24" O.C. BA 125 Baptisia australis FALSE INDIGO #2 24" O.C. CG 170 Chelone glabra WHITE TURTLEHEAD #1 18" O.C. DP 314 Dennstaedtia punctilobula HAY-SCENTED FERN #1 18" O.C. EM 159 Eupatorium maculatum 'Gateway'JOE-PYE WEED #2 24" O.C. PA 257 Perovskia atriplicifolia 'Blue Jean Baby'DWARF RUSSIAN SAGE #1 18" O.C. RF 598 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. R E P L A C E M E N T T R E E S AFR 6 Acer x freemanii FREEMAN MAPLE 5.5"-6" CAL.AS SHOWN ASR 8 Acer species T.B.D.MAPLE, SPECIES T.B.D.4" CAL.AS SHOWN GTR 4 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 4" CAL.AS SHOWN ISSUED FOR PERMIT 11/14/2023