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Home My WebLink AboutAgenda 12_SP-22-020_39 Bowdoin Street_neagleychaseCITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-22-020_39 Bowdoin Street_neagleychase_SC_2022-06- 07.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: June 1, 2022 Plans received: April 26, 2022 39 Bowdoin Street Site Plan Application #SP-22-020 Meeting date: June 7, 2022 Owner Northeast Territories 20 South Crest Drive Burlington, VT 05401 Applicant Neagley & Chase Construction 66 Bowdoin Street, PO Box 2204 South Burlington, VT 05407-2204 Property Information Tax Parcel ID: 0257-00039 3.4 acres Industrial & Open Space Zoning District, Hinesburg Road North View Protection District, Airport Approach Cones Engineer Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 Location Map #SP-22-020 2 PROJECT DESCRPTION Site plan application #SP-22-020 of Neagley & Chase Construction to construct a single story 21,790 sf office building, create 2,160 sf of outdoor storage, and associated site improvements, 39 Bowdoin St. CONTEXT On September 17, 2019, the Board reviewed sketch plan application #SD-19-25 for a planned unit development consisting of the subject property, the property at 35 Thompson Street, and the undeveloped lot west of 35 Thompson Street. That sketch plan has expired but the current application for the subject property is substantially similar to the plan reviewed by the Board at that time. The application in 2019 was for an expansion of OnLogic, who has since received DRB approval to construct a new manufacturing and office facility on Community Drive. The current application is for an office building for the use of Neagley & Chase. As the application is for a Site Plan, a sketch plan meeting is not required. The project is located in the Industrial-Open Space (IO) zoning district. The purpose of the Industrial & Open Space Zoning District is to provide suitable locations for high-quality, large-lot office, light industrial and research uses in areas of the City with access to arterial routes and Burlington International Airport. The IO District regulations and standards are intended to allow high-quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. With the application having been received on April 26, 2022, it is subject to the amendments to the Land Development Regulations warned for public hearing by the City Council on April 14, 2022 pursuant to 24 VSA 4449(d). Those draft amendments were adopted by the City Council on May 2, 2022. COMMENTS Planning Director Paul Conner and Development Review Planner Marla Keene (“Planning Staff”) have reviewed the plans submitted on April 26, 2022 and offer the following comments. Numbered comments for the Board’s attention are indicated in red. A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS The lot is currently undeveloped. IO Zoning District Required Proposed  Min. Lot Size, non-residential use 3 acres 3.4 acres Max. Building Height Flat Roof 40 ft. 33 ft.1 Max. Building Coverage 30% 12.6% Max. Overall Coverage 50% 29.6%  Max. Front Setback Coverage, Shelburne St 30% 4.1 – 23.9% Min. Front Setback 50 ft. 31 ft. #SP-22-020 3 Min. Side Setback 35 ft. 84 ft. Min. Rear Setback 50 ft. N/A 1. It appears the applicant’s proposed height is calculated based on the floor to ceiling height of the building, not the height as calculated from the average preconstruction grade of the site. The project involves significant regrading of the site, therefore Staff recommends the Board require the applicant to provide a height measured from average pre-construction grade prior to closing the hearing. 13.06 Airport Approach Cones All applications for development within the Airport Approach Cones, as shown on the Overlay Districts Map, involving new or expanded buildings or structures shall provide documentation that either a Notice to the Federal Aviation Authority (FAA) is not required, or an application for a Determination of No Hazard has been submitted to the FAA. Where an application for Determination of No Hazard has been submitted, no zoning permit for construction shall be issued without demonstration of receipt of an issued Determination. The property is located entirely within an airport approach cone. The applicant has provided a Determination of No Hazard to Air Navigation, issued March 7, 2022. Staff considers this criterion met. 10.02G Hinesburg Road-North View Protection Zone (1) No part of any structure within the Hinesburg Road-North View Protection Zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road-North View Protection Zone Base Line shown on the above referenced Scenic View Protection Overlay District Map. Based on the applicant’s testimony that the building is 33 ft in height, and the proposed grade of 348 ft, Staff estimates that the peak elevation of the mostly flat roof is 381 ft. Since this is below the elevation of the baseline, 10.02G(1) is met. (2) Landscaping and other vegetation located within the Hinesburg Road-North View Protection Zone shall be maintained so that it does not exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said landscaping or vegetation is horizontally distant from the Hinesburg Road - North View Protection Zone Base Line shown on the above referenced Scenic View Protection Overlay District Map. The nearest trees are located approximately 2,500 ft from the baseline, which results in a maximum allowable tree height of 408 ft. The nearest trees are proposed to be at elevation 344, with a max height of 50 – 60 ft, or 404 ft. Staff considers this criterion met. B) SITE PLAN REVIEW STANDARDS 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. #SP-22-020 4 (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The DRB shall consider the following: (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. (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. (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. The building is proposed to have two loading docks facing east. The loading dock doors will be at grade with the proposed base of the building, though the ground will be lower. The loading docks are the only openings on the east street-facing side of the building and there is extremely limited landscaping planted along this facade. The south street-facing side of the building contains some windows on the western side. 2. Staff recommends the Board discuss whether either street facing façade should be reconfigured to have more interest and have the principal entry face south Staff also notes that there is presently no entry to the space labelled “tenant space 2” on the architectural plans. Transitions are discussed under 14.06(C) below. Adequacy of planting and pedestrian movement are discussed elsewhere in this document. For the proposed 21,790 sf office building, sixty-one (61) parking spaces are provided. Staff considers parking areas to be adequate. (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. This criterion is met. B. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. #SP-22-020 5 (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 applicant has provided elevations of the proposed building. The building is proposed to be clad in metal panels. The adjacent sites in Meadowland Business Park have a similar architectural style, with the exception of the existing Neagley and Chase building which is partially constructed of brick. 3. The applicant is proposing to alter existing grade by leveling the site, roughly holding the elevation at Bowdoin Street and installing a retaining wall along the wetland buffer. The retaining wall has a maximum height of approximately nine (9) feet, occurring at it’s northwestern corner. The building therefore does not particularly conform to existing topography. Staff recommends the Board discuss whether they consider this criterion met. The Board may wish to request renderings in support of this criterion. C. Site Amenity Requirement (1) Sites are required to include a specific minimum area for appropriate Site Amenities. This section does not apply to projects within the City Center FBC District (which are governed by Section 8.08). (2) Applicability. Applications for the following shall be required to provide Site Amenities: (a) Any non-residential development over 5,000 SF. (b) Additions or expansions exceeding 5,000 SF for existing non-residential structures. (c) Any residential development, including conversion of non-residential structures to residential use. The proposed facility exceeds 5,000 s.f. in size and therefore these standards apply. (3) The required area shall be: (a) For Non-Residential development, a minimum of 6% of non-residential building gross floor area. (b) For Residential development, determined by number of units as: (i) For fewer than 10 units, 100 square feet per unit; #SP-22-020 6 (ii) For 10 to 19 units, 85 square feet per unit; or (iii) For 20 or more units, 60 square feet per unit. The proposed 21,790 s.f. building requires a minimum of 1,307 s.f. of Site Amenity. The Plans at this time do not include any site amenities. However, there does appear to be space to locate a Site Amenity near the principal entry to the building. 4. Staff recommends the Board direct the applicant to include a Site Amenity of at least 1,307 s.f. using one or more of the allowable Site Amenity Types in Article 11C of the Land Development Regulations. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: A. Environmental Protection Standards. All proposed development shall be subject to the applicable requirements of Article 12, Environmental Protection Standards. The property contains a wetland, wetland buffer, and river corridor. The river corridor is contained entirely within the wetland and wetland buffer. The applicant is proposing to avoid permanent impacts to the wetland buffer, though the retaining wall is located only 3.5 ft from the wetland buffer. 5. Staff recommends the Board ask the applicant to describe how they proposed to avoid temporary wetland impacts during construction and determine what additional information should be included either on the EPSC plans or in the conditions of approval to enforce that no impacts shall be acceptable. There is no longer any allowance within the LDR for the Board to allow impacts within Class II wetland buffers for new construction. B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These standards are contained in Article 13 and are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. 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 (D) Functional Capacity and Transit Oriented Development. The nearest signalized intersection or those intersections specified by the DRB shall have an overall level of service “D” or better, at the peak street hour, including the anticipated impact of the fully developed proposed PUD or subdivision. In addition, the level of service of each through movement on the major roadway shall have a level of service of “D” or better at full buildout. #SP-22-020 7 The applicant provided a Traffic Impact Assesment (TIA) evaluating the potential impact on adjoining street. BFJ Consulting reviewed the TIA and identified a number of potential concerns. BFJ’s memo is included in the packet for the Board. First, BFJ considers that the trip generation estimated in the TIA is lower than appropriate. However, they conclude that the corrected value would not have a meaningful impact on this criterion. More importantly, the applicant assumes in their TIA that the building consists of a mix of light industrial, warehousing, and general office. The application form only lists general office as a use. The number of trips generated by general office would be higher than the number of trips predicted by the TIA, or as corrected by BFJ. BFJ anticipates the impact of the building being used entirely as general office would have the following change on the results of the TIA. The LOS for Meadowland DR will probably remain at C - the LD analysis does not seem to take into consideration that there is a left turn and a right turn lane on the Meadowland approach, but the Landon Rd approach may change from a high LOS D to a low LOS E with delays in the range of 35 to 37 seconds, however, given the very low volumes on Landon, this does not justify any mitigation at this stage. 6. Staff recommends the Board ask the applicant to clarify the proposed use of the building. If it is proposed to be entirely office, Staff recommends the Board require the applicant to update the TIS prior to closing the hearing. The applicant’s provided floor plan seems to indicate some of the spaces are not yet assigned. Staff considers that if the applicant wishes to not designate the entirety of the building at this time, they may permit a portion as vacant, though when the applicant later wishes to assigning a use, it will require an amendment to the site plan with associated TIA update. 7. Staff further recommends the Board establish as part of their decision an approved PM Peak Hour Trip Generation for the purpose of calculating traffic impact fees. In order to do this, the applicant must commit to a distribution of uses. 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: (1)-(6) not applicable (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. (8) Align access point with existing intersections or curb cuts and consolidate existing access points or curb cuts within the subdivision, to the extent physically and functionally feasible. #SP-22-020 8 Staff considers the pedestrian access to be adequate, and supports the proposed driveway widths. BFJ reviewed the site plan for 39 Bowdoin Street and asks the following questions: Assuming no substantial topographical challenges, could the site’s easterly access driveway that connects to Bowdoin Street be aligned directly with the parking aisle to ease internal circulation and also allowing the trucks to back to the loading docks from the parking lot rather than from the street? 8. BFJ did not have the grading plans available when they made their comment. Staff considers there are no substantial topographical challenges, and recommends the Board require the applicant to modify their site plan to align the driveway so that it both aligns with the driveway on the opposite side of Bowdoin Street and with the drive aisle. (9) Minimize vehicular access point (curb cuts) to abutting properties and building lots along pedestrian oriented street frontage; and provide, where 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. The street network in this location is such that Bowdoin Street cannot be extended much further due to the location of the interstate, and Meadowland Drive cannot be extended much further due to the location of Muddy Brook and its associated wetland complex. Because of the wetland to the west, no connection to the west may occur. The northern property is occupied by the Department of Homeland Security, and as such no cross lot connection to the north is recommended. Staff considers this criterion met. D. Transportation Demand Management (TDM) [reserved] E. Building Form. Development within the City Center Form Based Code District, the Urban Design Overlay District, and other districts with supplemental building form standards shall adhere to the standards contained therein. Not applicable. F. Streetscape Improvements. A proposed new construction or extension/expansion of an existing structure exceeding the thresholds listed in either (a) Section 14.09(B) or (b) Section 8.11(D) within the City Center Form Based Code, or Section 3.15(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained within the applicable Street Type and Building Envelope Standard. Nothing in this subsection shall be construed to limit requirements for additional upgrades as necessary to meet the requirements of these Regulations. Staff considers Bowdoin St. to be an Industrial Access Road, which requires a 10-ft wide recreation path and street trees. The applicant is proposing street trees. There is an existing 5- ft bituminous walk on the side of the street facing the subject property. Given the nature of the street and it’s limited potential for expansion, Staff considers the existing facility to be sufficient. Staff considers this criterion met. #SP-22-020 9 9. Staff recommends the Board determine whether to require the applicant to upgrade the existing facility. F. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff considers no reservation of land to be necessary. G. Utility Services. Electric, telephone and other wire-served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Standards of Section 15.A.18, Infrastructure, Utilities, and Services, shall also be met. Wire-served utilities are proposed to be underground. 10. As of packet publication, the Director of Public Works had not yet had an opportunity to review the plans. Staff anticipates having an update at the time of the hearing. Staff recommends the Board address the comments of the Director of Public Works prior to issuance of a zoning permit. The South Burlington Water Department Director reviewed the plans on May 27, 2022 and offers the following comments. 1. Plans must include a note stating “All water lines and appurtenances shall be installed in accordance with the Champlain Water District Specifications and Details for the Installation of Water Lines and Appurtenances, current edition.” 2. Record Drawings prepared by a VT licensed Professional Engineer shall be provided to the South Burlington Water Department in pdf. and Auto-CAD format. Drawings shall include ties to all gate valves and curb stops to sub-meter accuracy. 3. Existing line diameter must be confirmed prior to connection. 4. Tee for fire hydrant and sprinkler line shall be an anchor tee. The hydrant isolation valve and sprinkler line valve shall be secured to the tee with Foster Glands. 5. New fire hydrant to include 4” Storz connection and spring- loaded hydrant flag. 6. Fire hydrant shall be considered private since it will be on a fire sprinkler line dedicated to this facility. 7. New in-line valve before hydrant to be installed with restraining glands. 8. Refer to and specify CWD Specifications for C-900 installation requirements including the installation of a tracing wire with independent termination boxes. All ferrous materials incorporated in the installation of the PVC pipe shall be polyethylene encased. Tap proposed for sprinkler line outside of building for an appropriately sized domestic water service to be run independently into building. Provide curb stop and box in Department approved location. Water service material to be copper unless approved otherwise by the SBWD. 11. Staff recommends the Board require the applicant to comply with the comments of the SBWD Director prior to issuance of a zoning permit. #SP-22-020 10 H. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (ie, non-dumpster, non-large drum) shall not be required to be fenced or screened. The proposed dumpster location is to be screened, but Staff considers insufficient information about the screening is provided to confirm whether this criterion is met. The material is called out as “screen board or other material as per owners request.” Staff recommends the Board require the applicant to demonstrate compliance with this criterion as a condition of approval. C) SUPPLEMENTAL REGULATIONS 13.02 Off Street Parking and Loading F. Access management Requirements. It is the intent of the City to minimize traffic and pedestrian conflicts caused by vehicular driveways on public roadways by reducing the number of required driveways and by minimizing the number of vehicles utilizing such driveways off public roadways. All applicants must make an effort to reduce these impacts. All commercial lots (retail, restaurant, office, service uses, excluding residential, agricultural and industrial uses) located adjacent to other commercial lots must provide a driveway connection to any adjacent commercial lot. If the adjacent property owner does not want to provide for that connection, the applicant must provide an easement to do so in the future when circumstances may change. This driveway connection or easement should be located where vehicular and pedestrian circulation is most feasible. As discussed above, Staff considers cross-lot connections to not be viable. However, in the case of a site plan, the Board only has the authority to waive dimensional requirements. 12. The applicant has proposed a 20-ft wide access easement to the property to the north in accordance with this requirement. Staff recommends the Board require the applicant to provide a draft easement document prior to closing the hearing. G. Design requirements for Parking Spaces, Parking Aisles, Lighting and Landscaping (1) Design requirements for off-street parking and loading are provided in Table 13-2 and Figure 13-1, Section 13.04, Landscaping , Screening, and Street Trees, and Section 13.07, Exterior Lighting. All paved parking spaces shall be striped or otherwise physically delimited. Dimensional requirements are met. Parking lot landscaping and lighting are further discussed below. (2) The location of parking areas and loading docks shall prevent conflicts with entering and existing traffic onto a public street and prevent conflicts between vehicles and pedestrians. The distance between access points and parking areas shall be adequate to minimize blockage and prevent back-ups onto the public street. As noted above, the location of the loading dock requires trucks to reverse in Bowdoin Street. Staff recommends the Board require the applicant to revise the driveway to allow trucks to reverse within the site. #SP-22-020 11 (3) Provision shall be made for access by police, fire and emergency vehicles. The Fire Chief reviewed the plans on 6/1/2022 and provided the following comments. Our Office has had an opportunity to review the sketch plans for the 39 Bowdoin St application. As the building is set back from street we will need to ensure FD Aerial access via the parking lots on North and West sides. The traffic pattern and parking lot infrastructure need to accommodate the apparatus (1990 WB-40 – straight dual rear axle design). The building will need fire sprinkler and standpipe coverage as well. 13. Staff recommends the Board require the applicant to address those of the Fire Chief’s comments that pertain to site design prior to closing the hearing. (4) Pedestrian safety. Insofar as practicable, pedestrian and bicycle circulation shall be separated from motor vehicle circulation. Safe and convenient pedestrian circulation, including appropriate sidewalks, shall be provided on the site and its approaches. The pedestrian circulation on site shall be designed to minimize adverse effects of vehicular traffic on sidewalks and recreation paths. Staff considers appropriate pedestrian accommodations have been provided. (5) Bicycle parking or storage facility. See Section 13.03 (6) Stormwater management strategies that facilitate infiltration including but not limited to recessed planting islands, bioretention facilities, and pervious parking spaces are encouraged in the design of any off-street parking or loading area. Stormwater management is discussed under 13.05 below. 13.03 Bicycle Parking and Storage. The applicant has provided two bicycle racks, providing parking for four bicycles. Required Bike Parking Required Short Term (1 per 5k sf office, minimum 4) 5 Long Term (50% of short term retail and office, 1 per unit) 3 Clothes Lockers 1 14. Staff recommends the Board require the applicant to provide one additional short term bicycle parking space, unless the outcome of the above discussion regarding uses results in a different configuration. 13.04 Landscaping, Screening & Street Trees The City Arborist reviewed the plans on 5/31/2022 and indicated the landscaping plan looks fine. B. Except for parking spaces accessory to a one-family or two-family dwelling, all off-street parking areas subject to review by the Development Review Board, shall be curbed and landscaped #SP-22-020 12 with appropriate trees, shrubs, and other plants including ground covers, as approved by the Development Review Board. Sections of recessed curb are permitted if their purpose is to allow stormwater runoff from the adjacent parking area to reach stormwater collection, treatment and management infrastructure. The Development Review Board shall consider the adequacy of the proposed landscaping to assure the establishment of a safe, convenient, and attractive parking area and the privacy and comfort of abutting properties. (1) All off-street parking areas shall be landscaped around the perimeter of the lot with trees, shrubs and other plants. Perimeter planting shall be set back from the curb sufficiently to allow for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade and canopy for the parking lot. In some situations it may be necessary both for surveillance purposes and for the perception of safety to install the size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. Parking areas are proposed to be curbed. A minimum number of trees are proposed around the perimeter of the parking areas. (2) In all parking areas containing twenty-eight (28) or more contiguous parking spaces and/or in parking lots with more than a single circulation lane, at least ten percent (10%) of the interior of the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such requirement shall not apply to structured parking or below-ground parking. 15. It is not clear whether this criterion is met. Staff recommends the Board require the applicant to provide a computation demonstrating compliance with this criterion prior to closing the hearing. (3) All interior and perimeter planting shall be protected by curbing unless specifically designed as a collection and treatment area for management of stormwater runoff as per 13.04(B)(5)(c) below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) square feet. Large islands are encouraged. Curbing is provided. Staff considers this criterion met. (4) Landscaping Requirements (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt-tolerant. Staff considers this criterion met. (b) At least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a minimum of thirty (30) feet apart. 61 (or 55, see discussion below under outdoor storage) are provided, requiring 13 (or 11) shade trees. 11 shade trees are provided, though four are clustered near the driveway entrance. 16. Staff recommends the Board require the applicant to better distribute the shade trees, and add two additional shade trees, prior to closing the hearing. Staff considers there will opportunities for reconfiguring and adding shade trees when the eastern driveway is modified to align with the #SP-22-020 13 driveway on the other side of Bowdoin Street, and there is an opportunity for providing a shade tree along the southern driveway. (c) Trees shall have a caliper equal to or greater than two and one-half (2 ½) inches when measured on the tree stem, six (6) inches above the root ball. 17. Some of the trees are measured in height, not caliper. Staff recommends the Board discuss with the applicant that they will need to provide trees that are at least two and one-half inches in caliper at installation, regardless of how they are considered by the nursery, and include this as a condition of approval. (d) Where more than ten (10) trees are installed, a mix of species is encouraged; the species should be grouped or located in a manner that reinforces the design and layout of the parking lot and the site. Staff considers this criterion to be met. (e) Within the City Center FBC District, landscaping required within this section shall not count towards meeting minimum landscape budget requirements as detailed in Section 13.04(G). This criterion is not applicable. (7) Snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. 18. Snow storage does not appear to be shown on the plans. Staff recommends the Board require the applicant to show snow storage on the plans, or to direct the Board as to where it is shown. C. Screening or buffering. The Development Review Board will require landscaping, fencing, land shaping and/or screening along property boundaries (lot lines) whenever it determines that a) two adjacent sites are dissimilar and should be screened or buffered from each other, or b) a property’s appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi-family use abuts a residential district or institutional use, or (d) a parking or loading area is adjacent to or visible from a public street. Staff considers the project to be similar to adjacent uses and this criterion to be not applicable. D. Front Yards of Non-Residential and Multi-Family Uses. In the case of non-residential and multi- family uses, the required front yard and/or the frontage along designated arterial and collector streets (see Article 3, Section 3.06 for this list) shall be suitably landscaped and maintained in good appearance. Landscape elements that reduce stormwater runoff and promote stormwater infiltration are encouraged. The Development Review Board shall require the applicant to meet the provisions of sections 13.04(F) and (G). The applicant is proposing a minimum amount of landscaping in the front yards. Both yards include a conveyance swale but not stormwater treatment. 19. Since the applicant has not met the required minimum landscaping budget with trees and shrubs (discussed immediately below), Staff recommends the Board require the applicant to improve compliance with this criterion along Meadowland Drive and in the required site amenity prior to allowing credit for perennials and ornamental grasses. #SP-22-020 14 G(3) Landscaping Budget Requirements. The Development Review Board shall require minimum planting costs for all site plans, as shown in Table 13-4 below. In evaluating landscaping requirements, some credit may be granted for existing trees or for site improvements other than tree planting as long as the objectives of this section are not reduced. The costs below are cumulative; for example, a landscaping budget shall be required to show a planned expenditure of three percent of the first $250,000 in construction or improvement cost plus two percent of the next $250,000 in construction or 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. 20. The required minimum landscaping budget is $41,750 for an estimated project cost of $3,425,000. Staff notes that landscaping budget is required for the full value of initial fit-up, and recommends the Board clarify with the applicant whether the estimated project cost includes full interior fit up or only the fit-up shown on the provided floor plans. If full fit-up is not included, additional landscaping budget will be required at a later date. Staff notes the applicant may over-landscape now and apply the excess landscaping as value towards future initial fit-up. Otherwise a site plan amendment will be required at the time of fit-up of additional areas. The applicant has provided the following landscaping elements Trees & Shrubs $39,870 Perennials & Grasses $4,200 Entry Sign Plantings $2,000 Total $46,070 The applicant has requested the value of all these elements be applied towards the minimum required landscaping cost. Staff supports the inclusion of some perennials, grasses and entry sign plantings but as noted above, recommends the Board require the applicant to improve plantings in the front yard along Meadowland Drive, even if it means a small reduction in the number of perennials. 13.05 Stormwater Management Stormwater standards apply when one-half acre or more of impervious surface exists or is proposed to exist, and where 5,000 sf of impervious is created or reconstructed. The City Stormwater Section reviewed the proposed plans on 5/31/2022 and offers the following comments. 1. The proposed project is located in the Potash Brook watershed. 2. The project proposes to create greater than 1 acre of impervious area and disturb greater than 1 acre of land. 3. The cover letter provided with the application indicates that underground detention chambers are proposed for stormwater treatment. While the applicant has considered Tier 1 stormwater treatment practices as infeasible, the applicant is required to consider Tier 2 stormwater treatment practices, in accordance with the Vermont Stormwater Management Manual. 4. The proposed 12” HDPE storm drain from CB#7 is shown connecting into an existing catch basin at elevation 339.9’. The applicant should make sure this pipe has adequate cover. 5. DHM#7 is missing a rim elevation. #SP-22-020 15 6. Silt fence on Sheet C3.0 is called out with “turn-outs”. Applicant should confirm if “j-hook” is a better terminology for what is proposed. The maximum drainage area for overland flow to a silt fence shall not exceed ¼ acre per 100 feet of fence. 21. Staff recommends the Board require the applicant to address the comments of the City Stormwater Section prior to closing the hearing. 13.07 Exterior Lighting Lighting requirements are summarized as follows. (1) Fixtures must be downcast and shielded (2) Illumination must be evenly distributed (3) Fixtures must be placed to minimize lighting from becoming a nuisance (4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural material, with a decorative surface or finish (5) Poles & building mounted fixtures may be no higher than 30-ft (6) Poles must be located in safe locations Specific requirements for maximum illumination levels are included in Appendix A and are limited to 3 foot candles average at ground level. The applicant has provided a photometric drawing indicating this criterion is met. 22. The applicant is proposing a number of wall mounted fixtures that are not in proximity to doors or to areas which will be used for access. While these fixtures are not prohibited, Staff recommends the Board discuss with the applicant why they are proposed, as the City’s lighting standards tend to favor less lighting over more. One of the applicant’s wall-mounted light fixtures does not meet the downcast and shielded requirements. Staff recommends the Board require the applicant to provide a replacement fixture with a similar illumination level as a condition of approval. 13.08 Outdoor Storage and Display 23. The applicant is proposing to use the six north eastern most parking spaces as outdoor storage. Staff recommends the Board require the applicant to update all plans to reflect this area as outdoor storage. This reduces the number of required shade trees and affects the computation of required interior parking lot landscaping. Updates to those landscaping elements should be made simultaneously with updates to reflect the outdoor storage area. A. Outdoor Storage. Outdoor storage of goods, materials, vehicles for other than daily use, and equipment shall be subject to the following provisions: (1) Any outdoor storage shall be appurtenant to the primary use of the property and shall be allowed only in nonresidential districts and upon approval of the DRB in conjunction with a site plan, conditional use and/or PUD application. Staff considers this criterion met. #SP-22-020 16 (2) The Development Review Board may require that outdoor storage areas in connection with commercial or industrial uses be enclosed and/or screened where the storage area may comprise an attractive nuisance, where the proposed use of the storage areas present opportunities for theft, or where the Board finds that said storage areas are in view of residentially-zoned parcels. 24. The applicant is proposing to enclose the area with a six to seven foot chain link fence with plastic slats. Staff recommends the Board require the aforementioned plan updates to reflect the proposed fence type. 3.18 Energy Standards All new buildings are subject to the Stretch Energy Code pursuant to Section 3.18: Residential and Commercial Building Energy Standards of the LDRs. This now includes provision of a solar-ready roof. 25. Staff recommends the Board discuss with the applicant how the roof will comply with the standard. If the applicant demonstrates satisfactory compliance with this requirement, Staff considers demonstration of it on the plans can be a condition of approval. RECOMMENDATION Therefore Staff recommends that the Board work with the applicant to address the issues identified herein and continue the hearing with the intention of having a draft decision prepared at the continued hearing date. Respectfully submitted, Marla Keene, Development Review Planner © 2019 Hubbell Outdoor Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.hubbelloutdoor.com Page 1/7 Rev. 09/11/19 RARLED-SPEC FEATURES • Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as retail, commercial and campus parking lots • Featuring Micro Strike Optics which maximizes target zone illumination with minimal losses at the house-side, reducing light trespass issues • Visual comfort standard • Compact and lightweight design with low EPA • 3G rated for high vibration applications including bridges and overpasses • Control options including photo control, occupancy sensing, NX Distributed Intelligence™ and 7-Pin with networked controls • Best in class surge protection available  PHOTOMETRY RATIO BROCHURE RAR1/RAR2 PSG PAGE INSTALLATION INSTRUCTIONSRATIO Series AREA/SITE LIGHTER DATE:LOCATION: TYPE:PROJECT: CONSTRUCTION • Rectilinear form mimics the traditional shoebox form factor keeping a similar but updated style and appearance, ideal for retrofit applications • Die-cast housing with hidden vertical heat fins that are optimal for heat dissipation while keeping a clean smooth outer surface • Corrosion resistant, die-cast aluminum housing with powder coat paint finish OPTICS• Entire optical aperture illuminates to create a larger luminous surface area resulting in a low glare appearance without sacrificing optical performance • 80, 160, 320 or 480 midpower LEDs • 3000K, 4000K or 5000K (70 CRI) CCT • Zero uplight at 0 degrees of tilt • Field rotatable optics INSTALLATION• Standard square arm mount, compatible with B3 drill pattern • Optional universal mounting block for ease of installation during retrofit applications. Available as an option or accessory for square and round poles. • Knuckle arm fitter option available for 2-3/8” OD tenon. Max tilt of 60 degrees with 4 degree adjustable increments. (Restrictions apply for 7-pin options) CONTROLS (CONT'D) • wiSCAPE® available with in fixture wireless control module, features dimming and occupancy sensor via 7-pin CERTIFICATIONS • DLC® (DesignLights Consortium Qualified, with some Premium Qualified configurations. Please refer to the DLC website for specific product qualifications at www.designlights.org • Listed to UL1598 and CSA C22.2#250.0- 24 for wet locations and 40˚C ambient temperatures • 3G rated for ANSI C136.31 high vibration applications • Fixture is IP66 rated • Meets IDA recommendations using 3K CCT configuration at 0 degrees of tilt WARRANTY • 5 year limited warranty • See HLI Standard Warranty for additional information SPECIFICATIONS ELECTRICAL• Universal 120-277 VAC or 347-480 VAC input voltage, 50/60 Hz • Ambient operating temperature -40˚C to 40˚C • Drivers have greater than 90% power factor and less than 20% THD • LED drivers have output power over-voltage, over-current protection and short circuit protection with auto recovery • Field replaceable surge protection device provides 20kA protection meeting ANSI/IEEE C62.41.2 Category C High and Surge Location Category C3; Automatically takes fixture off-line for protection when device is compromised CONTROLS• Photo control, occupancy sensor and wireless available for complete on/off and dimming control • 7-pin ANSI C136.41-2013 photocontrol receptacle option available for twist lock photocontrols or wireless control modules (control accessories sold separately) • 0-10V dimming leads available for use with control devices (provided by others, must specify lead length) • SiteSync™ wireless control system is available via 7-pin See ordering information and details at: www.hubbelllighting.com/sitesync • NX Distributed Intelligence™ available with in fixture wireless control module, features dimming and occupancy sensor CATALOG #:  Airo  Cimarron LED  Ratio Family RELATED PRODUCTS KEY DATA Lumen Range 3,000–32,000 Wattage Range 25–227 Efficacy Range (LPW)118–155 Fixture Projected Life (Hours) L70>36K Weights lbs. (kg)13.5–24 (6.1–10.9) IP66 CONTROL TECHNOLOGY RATIO SERIES AREA/SITE LIGHTER © 2019 Hubbell Outdoor Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.hubbelloutdoor.com Page 2/7 Rev. 09/11/19 RARLED-SPEC ORDERING GUIDE DATE:LOCATION: TYPE:PROJECT: CATALOG #: ORDERING INFORMATION –––––– Series # LEDs - Wattage CCT/CRI Distribution Optics Rotation Voltage RAR1 Ratio Area Size 1 RAR2 Ratio Area Size 2 80L-25 25W - 3,000 Lumens 80L-50 50W - 6,000 Lumens 160L-70 70W - 9,000 Lumens 160L-100 100W - 12,000 Lumens 320L-110 110W - 15,000 Lumens 320L-140 140W - 18,000 Lumens 320L-165 165W - 21,000 Lumens 480L-185 185W - 24,000 Lumens 480L-210 210W - 27,000 Lumens 480L-240 240W - 30,000 Lumens 3K7 3000K, 70 CRI 4K7 4000K, 70 CRI 5K7 5000K, 70 CRI 2 IES TYPE II 3 IES TYPE III 4W IES TYPE IV 5QW IES TYPE V Blank for no rotation L Optic rotation left R Optic rotation right UNV Universal 120-277V 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V Example: RAR1-80L-25-3K7-2-UNV-ASQ-BL-NXWE-BC CATALOG # STOCK ORDERING INFORMATION Catalog Number Lumens Wattage LED Count CCT/CRI Voltage Distribution Mounting Finish RAR1-100-4K-3 12,000 100W 160L 4000K/70CRI 120-277V Type 3 Square Arm Bronze RAR1-100-4K-4W 12,000 100W 160L 4000K/70CRI 120-277V Type 4W Square Arm Bronze RAR2-140-4K-3 18,000 140W 320L 4000K/70CRI 120-277V Type 3 Square Arm Bronze RAR2-140-4K-4W 18,000 140W 320L 4000K/70CRI 120-277V Type 4W Square Arm Bronze RAR2-165-4K-3 21,000 165W 320L 4000K/70CRI 120-277V Type 3 Square Arm Bronze RAR2-165-4K-4W 21,000 165W 320L 4000K/70CRI 120-277V Type 4W Square Arm Bronze Notes: 1 Replace "_" with "3" for 3.5"-4.13" OD pole, "4" for 4.18"-5.25" OD pole, "5" for 5.5"-6.5" OD pole 2 Replace "_" with "14" for up to 14' mounting height, "30F" for 15-30' mounting height 3 Not available with 80 LED versions 4 At least one SCPREMOTE required to program SCP motion sensor ORDERING INFORMATION CONTINUED ––– Mounting Color Control Options Network Options ASQ Arm mount for square pole/flat surface ASQU Universal arm mount for square pole/flat surface Mounting Round Poles A_Arm mount for round pole1 A_U Universal arm mount for round pole1 Mounting Other WB Wall bracket MAF Mast arm fitter for 2-3/8" OD horizontal arm K Knuckle BL Black textured DB Dark bronze textured GT Graphite textured GYS Light gray smooth PS Platinum silver smooth WH White textured CC Custom color NXWE NX Wireless Enabled (module + radio) NXSPW_F NX Wireless, PIR Occ. Sensor, Daylight Harvesting2 NXSP_F NX, PIR Occ. Sensor, Daylight Harvesting2 Control Options Other SCP-40F Programmable occupancy sensor4 7PR 7-Pin twist lock receptacle 7PR-SC 7-Pin receptacle with shorting cap 7PR-MD40F Low voltage sensor for 7PR 7PR-TL 7-Pin PCR with photocontrol BC Backlight control CD Continuous dimming F Fusing (must specify voltage) TB Terminal block 2PF 2 power feed with 2 drivers3 RATIO SERIES AREA/SITE LIGHTER © 2019 Hubbell Outdoor Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.hubbelloutdoor.com Page 3/7 Rev. 09/11/19 RARLED-SPEC DATE:LOCATION: TYPE:PROJECT: CATALOG #: OPTIONS AND ACCESSORIES - STOCK (ORDERED SEPARATELY) Catalog Number Description RARRPA3DB Round pole adapter 3.5" to 4.13" for ASQ arm, 3.5" to 4.13" OD pole, dark bronze finish RARA3UDB Universal mount for square pole or round pole 3.5" to 4.13", dark bronze finish RARBC80L Ratio blacklight control 80L RARBC160L Ratio blacklight control 160L RARBC320L Ratio blacklight control 320L RARBC480L Ratio blacklight control 480L ACCESSORIES AND REPLACEMENT PARTS - MADE TO ORDER Catalog Number Description RAR–ASQU–XX Universal arm mount for square pole/flat surface2 RAR–A_U-XX Universal arm mount for round poles1,2 RAR–RPA_–XX Round pole adapter1, 2 SETAVP-XX 4" square pole top tenon adapter, 2 3/8" OD slipfitter2 RETAVP-XX 4" round pole top tenon adapter; 2 3/8" OD slipfitter for max. Four fixtures (90o); order 4" round pole adapters separately2 BIRD–SPIKE–3 Ratio size 1 bird deterrent/spikes BIRD–SPIKE–4 Ratio size 2 bird deterrent/spikes RARWB–XX Wall bracket - use with Mast Arm Fitter or Knuckle2 1 Replace "_" with "3" for 3.5"-4.13" OD pole, "4" for 4.18"-5.25" OD pole, "5" for 5.5"-6.5" OD pole 2 Replace "XX" with desired color/paint finish Control Options Standalone SW7PR SiteSync™ on fixture module via 7PR SWUSB SiteSync™ Software on USB SWTAB SiteSync™ Windows Tablet SWBRG SiteSync™ Wireless Bridge Node SWFC SiteSync™ Field Commission Serve SCPREMOTE Order at least one per project location to program and control Networked – Wireless WIR-RME-L wiSCAPE External Fixture Module1,2 NX Networked – Wireless NXOFM-1R1D-UNV NX Wireless, Daylight Harvesting, BLE, 7 pin twisted lock Notes: 1 Works with external networked photosensor 2 wiSCAPE Gateway required for system programming CONTROLS RATIO SERIES AREA/SITE LIGHTER © 2019 Hubbell Outdoor Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.hubbelloutdoor.com Page 4/7 Rev. 09/11/19 RARLED-SPEC DATE:LOCATION: TYPE:PROJECT: CATALOG #: Description Nominal Wattage System Watts Dist. Type 5K (5000K NOMINAL 70 CRI)4K (4000K NOMINAL 70 CRI)3K (3000K NOMINAL 80 CRI) Lumens LPW B U G Lumens LPW B U G Lumens LPW B U G RAR1 25 25.4 2 3438 135 1 0 1 3445 136 1 0 1 3240 128 1 0 1 3 3460 136 1 0 1 3467 136 1 0 1 3260 128 1 0 1 4W 3406 134 1 0 1 3412 134 1 0 1 3209 126 1 0 1 5QW 3483 137 2 0 1 3490 137 2 0 1 3282 129 2 0 1 50 49.8 2 6310 127 1 0 2 6323 127 1 0 2 5946 120 1 0 2 3 6349 128 1 0 2 6362 128 1 0 2 5983 120 1 0 2 4W 6233 125 1 0 2 6245 126 1 0 2 5873 118 1 0 2 5QW 6392 129 3 0 1 6405 129 3 0 1 6023 121 3 0 1 70 68.4 2 9486 139 1 0 2 9505 139 1 0 2 8938 131 1 0 2 3 9544 140 1 0 2 9563 140 1 0 2 8993 131 1 0 2 4W 9395 137 1 0 2 9414 138 1 0 2 8853 129 1 0 2 5QW 9608 140 4 0 2 9628 141 4 0 2 9054 132 4 0 2 100 90.0 2 11976 133 2 0 2 12000 133 2 0 2 11285 125 2 0 2 3 12050 134 2 0 2 12074 134 2 0 2 11354 126 2 0 2 4W 11861 132 2 0 2 11885 132 2 0 2 11177 124 2 0 2 5QW 12131 135 4 0 2 12155 135 4 0 2 11431 127 4 0 2 RAR2 110 100.3 2 15326 153 2 0 3 15357 153 2 0 3 14442 144 2 0 3 3 15421 154 2 0 3 15452 154 2 0 3 14531 145 2 0 3 4W 15180 151 2 0 2 15210 152 2 0 2 14304 143 2 0 2 5QW 15525 155 4 0 2 15556 155 4 0 2 14629 146 4 0 2 140 133.2 2 19395 146 2 0 3 19434 146 2 0 3 18276 137 2 0 3 3 19515 147 2 0 3 19554 147 2 0 3 18389 138 2 0 3 4W 19210 144 2 0 3 19248 145 2 0 3 18101 136 2 0 3 5QW 19647 148 5 0 3 19686 148 5 0 3 18513 139 5 0 3 165 153.6 2 21651 141 3 0 3 21695 141 3 0 3 20402 133 3 0 3 3 21785 142 3 0 3 21828 142 3 0 3 20527 134 3 0 3 4W 21444 140 3 0 3 21487 140 3 0 3 20206 132 3 0 3 5QW 21932 143 5 0 3 21976 143 5 0 3 20666 135 5 0 3 185 174.5 2 26046 149 3 0 3 26098 150 3 0 3 24543 141 3 0 3 3 26207 150 3 0 3 26259 150 3 0 3 24694 142 3 0 3 4W 25797 148 3 0 4 25849 148 3 0 4 24308 139 3 0 4 5QW 26384 151 5 0 3 26437 152 5 0 3 24861 143 5 0 3 210 198.2 2 28848 145 3 0 4 28906 146 3 0 4 27184 137 3 0 4 3 29027 146 3 0 4 29085 147 3 0 4 27351 138 3 0 4 4W 28572 144 3 0 4 28630 144 3 0 4 26924 136 3 0 4 5QW 29222 147 5 0 4 29281 148 5 0 4 27536 139 5 0 4 240 226.9 2 32087 141 3 0 4 32151 142 3 0 4 30235 133 3 0 4 3 32285 142 3 0 4 32350 143 3 0 4 30422 134 3 0 4 4W 31780 140 3 0 4 31844 140 3 0 4 29946 132 3 0 4 5QW 32503 143 5 0 4 32568 144 5 0 4 30627 135 5 0 4 PERFORMANCE DATA *Lumen values are from photometric test performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment and application. RATIO SERIES AREA/SITE LIGHTER © 2019 Hubbell Outdoor Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.hubbelloutdoor.com Page 5/7 Rev. 09/11/19 RARLED-SPEC DATE:LOCATION: TYPE:PROJECT: CATALOG #: Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) Ambient Temperature Lumen Multiplier 0˚ C 32˚ F 1.03 10˚ C 50˚ F 1.01 20˚ C 68˚ F 1.00 25˚ C 77˚ F 1.00 30˚ C 86˚ F 0.99 40˚ C 104˚ F 0.98 50˚ C 122˚ F 0.97 ELECTRICAL DATA # OF LEDS Nominal Wattage Input Voltage Oper. Current (Amps)System Power (Watts) RAR1 25 120 0.21 25.42080.12 240 0.112770.09 50 120 0.42 49.82080.24 240 0.212770.18 70 120 0.57 68.42080.33 240 0.292770.25 100 120 0.75 90.02080.43 240 0.382770.32 RAR2 110 120 0.84 100.32080.482400.42 277 0.36 140 120 1.11 133.22080.64 240 0.56 277 0.48 165 120 1.28 153.62080.74 240 0.64 277 0.55 185 120 1.45 174.52080.84 240 0.73 277 0.63 210 120 1.65 198.32080.95 240 0.83 277 0.72 240 120 1.89 226.92081.09 240 0.95 277 0.82 PROJECTED LUMEN MAINTENANCE AmbientTemperature OPERATING HOURS 0 25,000 TM-21-11 L90 36,000 50,000 100,000 L70 (Hours) 25oC / 77oF 1.00 0.97 0.95 0.93 0.86 238,000 40oC / 104oF 0.99 0.96 0.95 0.93 0.85 225,000 RATIO SERIES AREA/SITE LIGHTER © 2019 Hubbell Outdoor Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.hubbelloutdoor.com Page 6/7 Rev. 09/11/19 RARLED-SPEC DATE:LOCATION: TYPE:PROJECT: CATALOG #: DIMENSIONS RAR1 RAR2 5.0" (127mm) 14.0" (356mm) 12.0" (305mm) 19.0" (463mm) 3.25" (83mm) 7.5" (191mm) 19.5" (495mm) 27.0" (686mm) 17.39" (442mm) 3.25" (83mm) ADDITIONAL INFORMATION Arm Mount – Fixture ships with integral arm for ease of installation. Compatible with Hubbell Outdoor B3 drill pattern. MAF – Fits 2-3/8" OD arms Roadway applications.Knuckle – Knuckle mount 15˚ aiming angle increments for precise aiming and control, fits 2-3/8" tenons or pipes. Wall Mount – Wall mount bracket designed for building mount applications. Universal Mounting – Universal mounting block for ease of installation. Compatible with drill patterns from 2.5" to 4.5" MOUNTING SW7PR SITESYNC 7-PIN MODULE • SiteSync features in a new form • Available as an accessory for new construction or retrofit applications (with existing 7-Pin receptacle) • Does no interface with occupancy sensors RATIO SERIES AREA/SITE LIGHTER © 2019 Hubbell Outdoor Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.hubbelloutdoor.com Page 7/7 Rev. 09/11/19 RARLED-SPEC DATE:LOCATION: TYPE:PROJECT: CATALOG #: ADDITIONAL INFORMATION (CONT'D) SHIPPING Catalog Number G.W(kg)/CTN Carton Dimensions Length Inch (cm)Width Inch (cm)Height Inch (cm) RAR1 15 (6.8)20.75 (52.7)15.125 (38.4)6.9375 (17.6) RAR2 19 (8.6)25 (63.5)15.125 (38.4)6.9375 (17.6) RAR1 EPA NXSP-14F NXSP-30F SCP-40F RAR-1 EPA at 0˚EPA at 30˚ .45ft.2 .13m2 .56ft.2 .17m2 RAR2 EPA RAR-2 EPA at 0˚EPA at 30˚ .55ft.2 .17m2 1.48ft.2 .45m2 USE OF TRADEMARKS AND TRADE NAMES All product and company names, logos and product identifies are trademarks ™ or registered trademarks ® of Hubbell Lighting, Inc. or their respective owners. Use of them does not necessarily imply any affiliation with or endorsement by such respective owners. Sensor Lens Coverage and Detection PatternsWhen Mounted at 8ft with Low Mount Lens Coverage and Detection PatternsWhen Mounted at 30ft and 45ft with Standard Lens 0'10'10'20'20'30'30'40'40' 0' 27' 40' 50'50' 15' 50'2 5'0'25'50' 0' 50' 25' 25' 50' 100' 3.2"81.3mm 1.04"26.4mm 24' 48' 100' 3.2'' 81 mm 1.04'' 26 mm 2.3” 1.3” 3.5” 2.3''58 mm 3.5''89 mm 1.3'' 33 mm 2.3” 1.3” 3.5” 2.3''58 mm 3.5''89 mm 1.3''33 mm 193Visit www.hubbelloutdoor.com/products for up-to-date availability information SLING Wall/Flood SG1 ORDERING INFORMATION ACCESSORIES - Order separately LED WALLPACKS STOCK PERFORMANCE INFORMATION Series Number Equivalency Energy SavingsMHHPSCFL SG1-20 100W 100W 2x32W 84% SG1-30 150W 150W 2x42W 84% Catalog Number CCT/CRI Wattage Mounting Height Voltage Color Lumens LPW Weight lbs. (kg) SG1-10-PCU 5000K/70 11W 8-12ft 120-277V Dark Bronze 1349 122 4.3 (2) SG1-10-4K-PCU 4000K/70 1424 129 SG1-20-PCU 5000K/70 21w 2263 108 SG1-20-4K-PCU 4000K/70 2310 110 SG1-30-PCU 5000K/70 29w 10-15ft 3270 113 SG1-30-4K-PCU 4000K/70 3060 105 SG1-40-PCU 5000K/70 38w 4008 105 SG1-40-4K-PCU 4000K/70 4070 106 Slender wallpack/floodlight available in two sizes for a variety of applications including: building perimeter/security lighting, entrances, stairways, loading docks or facades for schools, apartments or commercial buildings. • Die-cast aluminum housing with corrosion resistant powder coat finish • SG1 – Replaces 70w-150w HID • 120V-277V, 50/60HZ, 347V and 480V available in SG2 housing • Available in 3000K, 4000K and 5000K CCT • 4 x 1/2" threaded conduit hubs for surface conduit • Mounts to 4" junction boxes • Stock versions include 120-277V PC with a cover offering choice to engage PC or not. PC is installed in top hub. • IP65 and listed to UL1598 for use in wet locations • DesignLights Consortium® (DLC) qualified. Please refer to the DLC website for specific product qualifications at www.designlights.org • Listed for -40oc to 40oc applications • PC option available, see below • Diffused comfort lens provides glare control and improved uniformity. Available as an option or accessory A B C Weight 4.19"7.80"6.61"4.3 lbs. 106.5 mm 198 mm 168 mm 2 kg DIMENSIONS A B 7.80 4.19 6.61 7.80 4.19 6.61 C11.14 5.80 9.52 ORDERING INFORMATIONMADE-TO-ORDER FT CONTROL OPTIONS PCU Button Photocontrol 120-277V VOLTAGE UNV 120V-277V CCT/CRI 3K7 3000K, 70 CRI 4K7 4000K, 70 CRI 5K7 5000K, 70 CRI DISTRIBUTION FT Fwd Throw OPTIONS CS Comfort lens COLOR/FISH DB Textured Dark Bronze BL Textured Black WH Textured White GYS Smooth Gray PS Smooth Plat. Silver CC Custom Color FAMILY SG1-10 Size 1, 10w SG1-20 Size 1, 20w SG1-30 Size 1, 30w SG1-40 Size 1, 40w STOCK Catalog Number Description Weight lbs. (kg) SG1-CS Acrylic comfort lens for SG1 1 (.45) SG1-YOKE SG1 Series Yoke/Floodlight mount kit, includes visor 2.0 (1.0) SG1-KNUCKLE SG1 Series Knuckle/Floodlight mount kit, includes visor 2.0 (1.0) SCP-REMOTE*Remote control for SCP option. Order at least one per project to program and control fixtures 1 (.45) SG1-SPC Vandal Resistant Lens (shield polycarbonate), SG1 3 (1.5) SG1-WCP Universal Wall Cover Plate, Dark Bronze, SG1 10 (5) *Must order minimum of one remote control to program dimming settings, 0-10V fully adjustable dimming with automatic daylight calibration and different time delay settings, 120V or 277V only GENERAL SPECIFICATION Cover: Stainless steel. Main body: Steel and cast aluminium. Body retained by stainless steel screws. Finish: Stainless steel only. Diffuser: Opal acrylic. Drivers: HPF, electronic, 120/277V (EU-240V), 0-10V, 10% dimming standard. Minimum Starting Temperature: -25°C. Remote Emergency: Emergency option provides a 1.5 hour (3 hours for EU) emergency lighting facility. The remote system includes the inverter module, NiCad batteries and a remote wall/ceiling LED charge indicator and test switch (NA only) Maximum distance between wall/ceiling plate and luminaire is 4.5m/15’. Test switch fits a single gang box (not supplied). Delivered Lumens: Delivered lumens & LPW based on 3000K (min 80 CRI). MOUNTING & OPTICS Ext-Wall Front/Back 31 2143 31 2201 31 2203 31 2205 31 2207 WRAP PM WEB PIN 741 Specifications are subject to change without notice +1 416-531-9942 | sales@betacalco.com Page 1 of 3 © 2018 BETA-CALCO INC.betacalco.com Oct 28, 2019 2:21 PM HOW TO ORDER A SPECIFY LUMINAIRE Code:Power (LED):Delivered lms:LPW:Height (A):Width (B): 31 2143 16W 278 18 432mm/17"279mm/11" 31 2201 16W 757 49 660mm/26"305mm/12" 31 2203 28W 1316 48 660mm/26"305mm/12" 31 2205 28W 1286 47 1270mm/50"305mm/12" 31 2207 56W 2527 46 1270mm/50"305mm/12" B SPECIFY CCT 30 3000K (min 80 CRI) 35 3500K (min 80 CRI) 40 4000K (min 80 CRI) C SPECIFY OPTIONS RE Remote Emergency System (max distance 25ft, 120/277V) Additional Information Dimming is not available when using RE (Remote Emergency) EXAMPLE CODE 312143/35 WRAP PM WEB PIN 741 Specifications are subject to change without notice +1 416-531-9942 | sales@betacalco.com Page 2 of 3 © 2018 BETA-CALCO INC.betacalco.com Oct 28, 2019 2:21 PM DIMENSIONAL DIAGRAMS APPROVALS WRAP PM WEB PIN 741 Specifications are subject to change without notice +1 416-531-9942 | sales@betacalco.com Page 3 of 3 © 2018 BETA-CALCO INC.betacalco.com Oct 28, 2019 2:21 PM 39 Bowdoin St. BFJ reviewed L&D’s Traffic Impact Assessment (TIA) for the proposed development of Lot 7 at the Meadlowland Business Park. BFJ’s analysis follows the assumption that the 21,790 sf building will consist of the following: 7,870 sf of office space (ITE #720), 6,960 SF of general light industrial (ITE #110), and 6,960 of warehouse space (ITE #150). Trip Generation BFJ conducted trip generation analysis based on the parameters mentioned above. L&D analysis utilized ITE average ratios to calculate trip generation projections for both the light industrial use and the warehouse use. BFJ notes that ITE recommends Best Fit methodology for these uses, as well as for the General Office use which L&D utilized. Given this, BFJ concludes that L&D’s trip generation estimates for the warehousing and light industrial uses may be low. BFJ acknowledges that the relatively low floor areas of the proposed uses might result in an overestimation of trip generation estimates when ITE Best Fit methodology is utilized, even though this is recommended by ITE over Average Rate methodology. Therefore, BFJ recommends that the Average of the two ITE methodologies is utilized for each use to calculate trip generation (Table 4 below). The following tables are shown for comparative purpose: o Table 1: 39 Bowdoin St. Trip Generation: L&D Analysis o Table 2: 39 Bowdoin St. Trip Generation: ITE Average Rate Methodology o Table 3: 39 Bowdoin St. Trip Generation: ITE Best Fit Methodology o Table 4: 39 Bowdoin St. Trip Generation: Average of Two ITE Methodologies With this approach, BFJ calculates an overall AM Peak Hour trip generation of 36 (11 trips higher than L&D analysis) and a PM Peak Hour trip generation of 36 (9 trips higher than L&D analysis). Despite this projected difference, BFJ does not anticipate consequent adverse traffic impacts. Land-Use Gross Floor Area (sf)Enter Exit Total Enter Exit Total #110- General Lt. Industrial 6960 4 1 5 1 5 6 #150- Warehousing 6960 1 0 1 0 1 1 #720- General Office 7870 17 2 19 3 17 20 22 3 25 4 23 27 Table 1- 39 Bowdoin St. Trip Generation: L&D Analysis AM Peak Hour PM Peak Hour Total Trips Land-Use Gross Floor Area (sf)Enter Exit Total Enter Exit Total #110- General Lt. Industrial 6,960 5 1 6 1 4 5 #150- Warehousing 6,960 1 0 1 0 1 1 #710- General Office 7,870 11 1 12 2 9 11 17 2 19 3 14 17 Table 2 - 39 Bowdoin St. Trip Generation: ITE Average Rate Methodology AM Peak Hour PM Peak Hour Total Trips Land-Use Gross Floor Area (sf)Enter Exit Total Enter Exit Total #110- General Lt. Industrial 6,960 8 1 9 1 5 6 #150- Warehousing 6,960 19 6 25 8 20 28 #710- General Office 7,870 17 2 19 3 17 20 44 9 53 12 42 54 Table 3 - 39 Bowdoin St. Trip Generation: ITE Best Fit Methodology AM Peak Hour PM Peak Hour Total Trips Table 4- 39 Bowdoin St. Trip Generation: Average of Two ITE Methodologies (Average Rate and Best Fit) Land-Use Gross Floor Area (sf)Enter Exit Total Enter Exit Total #110- General Lt. Industrial 6,960 7 1 8 1 5 6 #150- Warehousing 6,960 10 3 13 4 11 15 #710- General Office 7,870 14 2 16 3 13 16 31 6 36 8 28 36Total Trips AM Peak Hour PM Peak Hour Driveway Alignment BFJ reviewed the site plan for 39 Bowdoin Street and asks the following questions: Assuming no substantial topographical challenges, could the site’s easterly access driveway that connects to Bowdoin Street be aligned directly with the parking aisle to ease internal circulation and also allowing the trucks to back to the loading docks from the parking lot rather than from the street? Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2022-ANE-709-OE Page 1 of 4 Issued Date: 03/07/2022 Dylan Magoon Neagley and Chase 66 Bowdoin Street Suite 100 South Burlington, VT 05403 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Commercial Use Building Neagley and Chase Construction Office Location:South Burlington, VT Latitude:44-26-23.03N NAD 83 Longitude:73-08-48.66W Heights:347 feet site elevation (SE) 25 feet above ground level (AGL) 372 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or: _____ At least 10 days prior to start of construction (7460-2, Part 1) __X__ Within 5 days after the construction reaches its greatest height (7460-2, Part 2) Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 M. This determination expires on 09/07/2023 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. Page 2 of 4 NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (718) 553-4199, or Dianne.Marin@FAA.GOV. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2022- ANE-709-OE. Signature Control No: 510481395-516375775 ( DNE ) Dianne Marin Technician Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2022-ANE-709-OE New office building to house Neagley and Chase Construction Company Page 4 of 4 Verified Map for ASN 2022-ANE-709-OE 1 Marla Keene From:Mark Neagley <MNeagley@neagleychase.com> Sent:Wednesday, April 27, 2022 9:41 AM To:Marla Keene Subject:RE: EXTERNAL: RE: 39 Bowdoin St - application completeness Marla- The fence in the photo is 6’ high from pavement to top of rail…we might want to go to 7’ but definitely no higher than that. We won’t be stripping that area for parking (we were undecided on where this outdoor storage area would be so the engineer simply put stripping everywhere until we decided). Mark Mark R. Neagley | President/Chief Operating Officer Neagley & Chase Construction Company 66 Bowdoin Street, Ste. 100 South Burlington, Vermont 05403 p: (802) 658-6320 | f: (802) 658-0349 direct: (802) 497-3570 | c: (802) 316-9534 http://neagleychase.com/ From: Marla Keene <mkeene@southburlingtonvt.gov> Sent: Wednesday, April 27, 2022 9:32 AM To: Mark Neagley <MNeagley@neagleychase.com> Subject: RE: EXTERNAL: RE: 39 Bowdoin St - application completeness OK. We do need to know the height of the fence (over 8 ft requires conditional use review), but otherwise that’s enough info. Out of curiosity, if you’re going to close the area off, why stripe it as parking? Marla Keene, PE Development Review Planner City of South Burlington (802) 846-4106 From: Mark Neagley <MNeagley@neagleychase.com> Sent: Wednesday, April 27, 2022 8:34 AM To: Marla Keene <mkeene@southburlingtonvt.gov> Subject: RE: EXTERNAL: RE: 39 Bowdoin St - application completeness Marla- Please see attached. This is the typical product used. We will have the area completely enclosed with a gate that spans the (2) middle parking spaces and opens from the center out. Is this sufficient? Mark 2 Mark R. Neagley | President/Chief Operating Officer Neagley & Chase Construction Company 66 Bowdoin Street, Ste. 100 South Burlington, Vermont 05403 p: (802) 658-6320 | f: (802) 658-0349 direct: (802) 497-3570 | c: (802) 316-9534 http://neagleychase.com/ From: Marla Keene <mkeene@southburlingtonvt.gov> Sent: Tuesday, April 26, 2022 12:56 PM To: Mark Neagley <MNeagley@neagleychase.com> Cc: dmarshall@cea-vt.com; Andrew Martin <amartin@neagleychase.com> Subject: RE: EXTERNAL: RE: 39 Bowdoin St - application completeness Great, thank you, all looks good! I’ll go ahead and get this scheduled. We’re currently scheduling out into June, on a first come first served basis. I’ll let you know the date of the hearing in a couple of weeks. For the outdoor storage, are you proposing a fence? If so, can you describe the fence height and material and whether it’ll go all the way around or just be in the front of the stalls? It’ll be relevant when I’m writing my staff report. Marla Keene, PE Development Review Planner City of South Burlington (802) 846-4106 From: Mark Neagley <MNeagley@neagleychase.com> Sent: Tuesday, April 26, 2022 12:12 PM To: Marla Keene <mkeene@southburlingtonvt.gov> Cc: dmarshall@cea-vt.com; Andrew Martin <amartin@neagleychase.com> Subject: EXTERNAL: RE: 39 Bowdoin St - application completeness Importance: High This message has originated from an External Source. Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Marla- Getting closer. Please see attached. If you need anything else please let me know. The attached address your items under Project Specific Notes, 2 & 3. Item 1, project costs…we have a current budget of $3,425,000. It won’t surprise you to hear that cost escalation is a real variable but this number has some room baked in. I can hand deliver a full size C2.1 with a color overlay where the ‘Outdoor Storage Area’ is proposed if it isn’t clear on the attached. Mark Mark R. Neagley | President/Chief Operating Officer Neagley & Chase Construction Company 3 66 Bowdoin Street, Ste. 100 South Burlington, Vermont 05403 p: (802) 658-6320 | f: (802) 658-0349 direct: (802) 497-3570 | c: (802) 316-9534 http://neagleychase.com/ From: Marla Keene <mkeene@southburlingtonvt.gov> Sent: Friday, April 22, 2022 12:05 PM To: Mark Neagley <MNeagley@neagleychase.com> Subject: 39 Bowdoin St - application completeness Hi Mark, Thank you for your patience while this application made its way to the top of the list. This application looks pretty good, but a couple submission requirements were missed and are needed in order to be considered complete and eligible for scheduling. Please let me know if you have questions. Application Requirement Project Specific Notes Completed application form; one (1) digital copy of plans; and a list of the owners or record of abutting property owners The project costs lines were left blank. We do need this information. The location of any outdoor storage for equipment and materials if any, and the location, type and design of all solid waste-related facilities, including dumpsters and recycling bins. The application form mentions outdoor storage. I confirmed with Dave M. who said this is intended to be a small area, but specific locations for proposed outdoor storage must be specifically designated on the plan. Detailed landscaping plan, specification of materials, costs, and phasing plan, including vegetation to remain, types of new plant materials, identified by common name and botanical name, sizes of all new plant materials by height and/or diameter at time of planting and at maturity, quantities of each of the planting materials, and treatment of the ground surface (paving, seeding, or groundcover) for all plantings, screening, buffering, and stormwater infiltration. Landscaping costs need to be broken down. Common names are omitted. Planting details are needed. 4 Marla Keene, PE Development Review Planner City of South Burlington 180 Market Street South Burlington, VT 05403 (802) 846-4106 www.southburlingtonvt.gov Notice - Under Vermont’s Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. SSSSSSSS S S S S ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ST ST ST ST ST ST ST STEEESSSSSETCETCETCETC ETCST SETCETCETCETCETCETCSTG G GGGGGGGG WWWWWWWW W W W W W W W W WWWWWW W EX. HYDRANT W W W ST STW 8" D.I.W36' OF 8" D.I. WATER SERVICE W/ CAP & THRUST BLOCK SSSSSSWWWWWWWWW W W W W W W ST ST ST S S S S D D G G15" HDPE 15" HDPE EXISTING STORM WATER PONDS S S S S S EX. CB RIM 341.3 INV. 338.6 (4" E) INV. 336.9 (18" N) EX. UTILITY CABINET (TYP.) 18" HDPE w/ F.E.S. INV. 335.8 18" HDPE G G G G G G G G G G G G G G G EX. CB RIM 347.7 EX. CB RIM 347.7 18" HDPE EX. 8" WATER SERVICE INV. UNKNOWN APPROX. LOCATION 8" PVC SEWER SERV. INV. UNKNOWN 8" D.I. WATER MAIN10" D.I. WATER MAIN 76'X3'X6' CONCRETE BOX CULVERT8" PVC 8" PVC 8" PVC EX. SMH RIM 346.3 INV. 335.5 (CL) EX. SMH RIM 340.3 INV. 332.6 (CL) SEWER SERV.18" HDPEBOWDOIN ST.MEADOWLAND DR.THOMPSON ST.APPROXIMATE LIMITS OF SOIL STOCKPILE 50' SETBACK 50' SETBACK35' SETBACK 351350350350349349348348348348347347347347346346 34634534 5 345344 3443 4 4 344343 3433 4 3 343 342 3423 4 2 342 341 341341341 340 340 339 339 338 338 337 337336SIGNSPRING?WET 8" OAK 8" OAK8" OAK 8" MAPLE 8" MAPLE 8" MAPLE (2) WATER DIG SAFE MARKINGS 4" SPRUCE 2" SPRUCE 2" SPRUCE 4" SPRUCE (3) 4" SPRUCE (2) 4" SPRUCE 4" SPRUCE 4" SPRUCE (3) 4" SPRUCE 4" SPRUCE 2" SPRUCE 2" SPRUCE CMF FLUCH 58" CRF FLUCH 58" CRF FLUSH(4) 6" FIR 2" FIR 2" LOCUST EX. CB RIM 341.4 INV. 339.3 (4" E) INV. 336.2 (18" E) INV. 336.3 (18" NW)340338339349345 346 339 341 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE 710.87' 715.19'230.22'230.51'LOT 7 3.96 AC. TREE REMOVAL (TYP.) DSM DSM SAL 1" = 30' 19145 C1.1 APR. 7, 2022 EXISTING CONDITIONS SITE PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT LOT 7 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT NEAGLEY & CHASE CONSTRUCTION 66 BOWDOIN ST., STE. 100 SOUTH BURLINGTON, VERMONT LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 NEAGLEY & CHASE OFFICE BUILDING P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 4/7/2022 9:07:23 AM D REXISTING HOUSE EXISTING GARAGE 390 388 386390 390 390 396397 399 393 392391390 391 391 391395395 391 393394 389387388 389 386 385 387 385 384 MEA D O W L A N D D R I V EFM 388 384 395 394 393 392 393 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 356 355 35 0 360347 346346 357356 359347348350351 353352 355 34334 7 348 34 9 351358359355 356355356357354 352354 354 353349347346.4346355355 353 354 353 358352 354 35 8 346 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S D D D D D D D D D D D D D D D D n/f GRANDVIEW FARM, LLC n/f GPT PROPERTIES TRUST n/f CHASE PROPERTIES n/f NEAGLEY & CHASE CONSTRUCTION 116 L.F. - 8" C900 PVC n/f NORTHEAST TERRITORIES, INC. n/f GREENFIELD CAPITOL, LLC n/f MEADOWLANDS BUSINESS COMPLEX CONDOMINIUMS, LLC n/f GREENFIELD CAPITOL, LLC n/f SBRC PROPERTIES, LLC n/f BURLINGTON PROPERTIES LIMITED PARTNERSHIP n/f THE ROCK OF GREATER BURLINGTON INC. n/f SUPERTEMP REALTY, LLC n/f BURLINGTON PROPERTIES LIMITED PARTNERSHIP 1" = 150'C1.0 OVERALL SITE PLAN 1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. 2.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER. 3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT. 4.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. 5.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. 6.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL PUBLIC WORKS STANDARDS. 10.THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. 11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWN AUTHORITIES. 13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW. 15.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM IN QUESTION. 16.PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL. 18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. 19.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE APPLICABLE. 20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL PERMITTING REQUIREMENTS. GENERAL NOTES PROJECT LOCATION DSM DSM SAL 19145 APR. 7, 2022 A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT LOT 7 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT NEAGLEY & CHASE CONSTRUCTION 66 BOWDOIN ST., STE. 100 SOUTH BURLINGTON, VERMONT LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89HINESBURG ROADME A D O W L A N D D R MEADOWLAND DR.BOWDOIN ST.THOMPSON ST.RAN D ALL ST. KNOLL CIR. 30% (MAX.)FRONT YARD COVERAGE ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT DIMENSIONAL SUMMARY - 3.0 AC. REQ'D. LOT FRONTAGE LOT AREA PROPOSED 3.4 AC. BUILD. COVERAGE LOT COVERAGE 30% (MAX.) 50% (MAX.) 35' 62'FRONT SETBACK SIDE SETBACK 50' 35' 35'REAR SETBACK 250' 46.0% 10.4% MEADOWLAND DRIVE 117' RANDALL STREET 347' MEADOWLAND DRIVE 5.0% RANDALL STREET 6.4% NEAGLEY & CHASE OFFICE BUILDING P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 4/7/2022 9:07:07 AMFox Run VT Route 116 SSSSSSSS S S S ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ST ST ST ST ST ST ST STEEESSSSSETCETCETCETC ETCS T SS ETCETCETCETCETCETCETCSTSTETC G G GGGGGGGG WWWWWWWW W W W W W W W W WWWWWWW W W W STST STSTWW 350 350 350 350 35 0 35 0 34 0 340340 340 STST SSSSSSWWWWWWWWWWW W W W W W W W ST ST ST ST E UTS S S S S S D G GGS S S S S S G G G G G G G G G G G G G G GBOWDOIN ST.MEADOWLAND DR.THOMPSON ST.50' SETBACK 50' SETBACK35' SETBACK PROPOSED BUILDING 21,790 SF F.F.E. 348.0 351350350350349349348348348348347347347347346346 34634534 5 345344 3443 4 4 344343 3433 4 3 343 342 3423 4 2 342 341 341341341 340 340 339 339 338 338 337 337336116 L.F. - 8" C900 PVC340338339 349345 346 339 341 710.87' 715.19'230.22'230.51'LOT 7 3.96 AC. D D D DD D D DSM DSM SAL 1" = 30' 19145 C2.0 APR. 7, 2022 PROPOSED CONDITIONS OVERALL SITE PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT LOT 7 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT NEAGLEY & CHASE CONSTRUCTION 66 BOWDOIN ST., STE. 100 SOUTH BURLINGTON, VERMONT LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 NEAGLEY & CHASE OFFICE BUILDING P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 4/7/2022 9:07:44 AMProposed 20' wide access easement for the benefit of Combined Lots 8-9 to the North (currently Homeland Security office) SSSSSSSS S S S S S ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ST ST ST ST ST ST ST ST ST ST STST S T SETCETCETCETCETCETCETCETCS T STST WWWWWWWWWWWW W W W W W W W W W W W W W WWWWWW W W W W S D G G G G G G G G G G G G G G GBOWDOIN ST.MEADOWLAND DR. 12 5 7 6 PROPOSED BUILDING 21,790 SF F.F.E. 348.0 PROPOSED SWALE 50' WETLAND BUFFER WETLAND DELINEATED JUNE, 2019 BY WHEELER ENVIRONMENTAL, INC NEW SEGMENTAL RETAINING WALL AND RAILING SYSTEM (5' FROM PROPERTY LINE) EXISTING BIT. CONC. SHA R E D U S E P A T H EXISTING 5' BIT. CONC. SIDEWALK 30.7' SETBACK (WAIVER OF 19.3') 40.1' SETBACK (WAIVER OF 9.9')5' CONC. SIDEWALK5' CONC. SIDEWA L K 10" CONC. RETAINING WALL DUMPSTER ENCLOSURE T T STEEL STAIRWAY w/ HANDRAILS 11 6 7 7 BIKE RACK 7' CONC. SIDEWALK 5'x5' CONC. STOOP OUTSIDE SPRINKLER ROOM 6' TAPERED CURB (TYP.) DEPRESSED CURB 2' TAPERED CURB 6' TAPERED CURB 2' TAPERED CURB WOOD POST / STEEL BEAM GUARDRAIL OPEN CHANNEL BETWEEN ISLAND AND SIDEWALK FOR DRAINAGE 2' TAPERED CURB (TYP.) 2' TAPERED CURB SPLIT RAIL FENCE ALONG TOP OF RETAINING WALL 6' TAPERED CURB 6' TAPERED CURB DEPRESSED CURB 6' TAPERED CURB (TYP.) 22' 22' 40' 60' 20'24'60'9'18' (TYP.)(TYP.)WOOD POST / STEEL BEAM GUARDRAIL 30'20' FIRE DEPT. CONNECTION NEW HYDRANT ASSEMBLY R T ACCESSIBLE PARKING SIGN (TYP. OF 3)8'5'8'8'8'LOT 7 3.96 AC. DSM DSM SAL 1" = 20' 19145 C2.1 APR. 7, 2022 PROPOSED SITE IMPROVEMENTS PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT LOT 7 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON, VERMONT NEAGLEY & CHASE CONSTRUCTION 66 BOWDOIN ST., STE. 100 SOUTH BURLINGTON, VERMONT LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 30% (MAX.)FRONT YARD COVERAGE ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT DIMENSIONAL SUMMARY - 3.0 AC. REQ'D. LOT FRONTAGE LOT AREA PROPOSED 3.96 AC. BUILD. COVERAGE LOT COVERAGE 30% (MAX.) 50% (MAX.) N/A FRONT SETBACK SIDE SETBACK 35' 35'REAR SETBACK 84' 29.6% 12.6% MEADOWLAND DRIVE 715' BOWDOIN STREET 230' MEADOWLAND DRIVE 4.1% BOWDOIN STREET 23.9% MEADOWLAND DRIVE 30.7' BOWDOIN STREET 40.1' NEAGLEY & CHASE OFFICE BUILDING P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 4/7/2022 9:07:52 AMBIKE RACK (5 SPACES) 220407 A1.0 REF.UP REF.100' - 0"75' - 0"125' - 0" 125' - 1 1/2"30' - 0"100' - 0"5' - 6"75 SF VESTIBULE 101 1051 SF LOBBY 102 16' - 3 1/2"12' - 6"12' - 6"12' - 6"12' - 6"13' - 7"20' - 6" 234 SF PRESIDENT 105 234 SF CEO 106 234 SF VP 107 234 SF BD 108 256 SF ACCOUNTING 109 311 SF PE 110 9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6 1/2"142 SF PM5 111 142 SF PM4 112 142 SF PM3 113 142 SF PM2 114 142 SF PM1 115 142 SF EST 116 174 SF BID/EST 117 3162 SF SHOP 118 421 SF CONFERENCE ROOM 119 9696 SF TENANT 2 200 6' - 6"5' - 0"5' - 0"252 SF STORAGE 120 79 SF BATHROOM 122 228 SF COPIER/PRINTER 123 40 SF IT 124 53 SF JC 125 156 SF KITCHEN 126 745 SF LOADING DOCK 127 MEZZANINE ABOVE EXIT EXIT EXIT EXIT EXIT EXIT RedundantRoom OFFICE MANAGER/RECEPTION 128 DISPLAY-GALLERY 52 SF BATHROOM 121 6' - 6"7' - 2"16' - 4"141 SF EST 132 8' - 10"6' - 7"6' - 9 1/2"6' - 9 1/2" 74' - 10 1/2" 59 SF BATHROOM 134 6' - 0"122 SF SMALL CONFERENCEROOM 137 142 SF OFFICE 138 150 SF OFFICE 139 56 SF SHOP BATHROOM 140 PLOTTER WORK COUNTER STORAGE/MAIL 743 SF MECHANICALROOM 130 122 SF OFFICE 131 OPEN TO SHOP BELOW MEZZANINE 10 PERSON MAX (TOTAL OFFICE SPACE 780 SF) 121 SF OFFICE 135511 SF OPEN OFFICE 136 project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P 802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF 802.872.2764 1/8" 1'-0"3/3/2022 1:07:24 PMS:\1-S+P-Projects\1-COMMERCIAL\Neagley-Chase Offices 2022\Drawings\Revit\2022.03.01_NCC Office.rvtNEAGLEY & CHASE NEWOFFICESProject Number JBA JN Issue Date PROPOSED PLAN A2.02022.02.23_SCHEMATICPLANS_NOT FOR CONSTRUCTION Enter address here02/23/22 No Date Revisions 1/8" 1'-0"1FIRST FLOOR PROPOSED PLAN 1/8" 1'-0"2MEZZANINE Long Term Bicycle Locker Storage (3) and Clothes Locker Space (1) SSSSSSSSSSSTS S S S S S S SETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ST ST ST ST ST ST ST ST ST ST ST ST ST S T SETCETCETCETCETCETCETCETCETC ST S T STST WWWWWWWWWWWWWW W W W W W W W W W W W W W W W W WWWWWW W W W W W W W S S D S EX. UTILITY CABINET (TYP.) G G G G G G G G G G G G G G G G G G G EX. 8" WATER SERVICE INV. UNKNOWN APPROX. LOCATION 8" PVC SEWER SERV. INV. UNKNOWN 8" D.I. WATER MAIN10" D.I. WATER MAIN 8" PVC 8" PVC EX. SMH RIM 346.3 INV. 335.5 (CL) EX. SMH RIM 340.3 INV. 332.6 (CL)BOWDOIN ST.MEADOWLAND DR.SPROPOSED BUILDING 21,790 SF F.F.E. 348.0 PROPOSED SEWER SERVICE INV. 341.0 PROPOSED ELEC., TEL. & CABLE SERVICE 50' WETLAND BUFFER WETLAND DELINEATED JUNE, 2019 BY WHEELER ENVIRONMENTAL, INC EXISTING BIT. CONC. SHA R E D U S E P A T H EXISTING 5' BIT. CONC. SIDEWALK ST ST PROPOSED HYDRANT ASSEMBLY 351350350350349349348348348348347347347347346346 34634534 5 345344 3443 4 4 344343 3433 4 3 343 342 3423 4 2 342 341 341341341 340 340 339 339 338 338 337 3373368" OAK 8" OAK 8" OAK 8" MAPLE 8" MAPLE 8" MAPLE (2) WATER DIG SAFE MARKINGS 4" SPRUCE 2" SPRUCE 2" SPRUCE 4" SPRUCE 4" SPRUCE (3) 4" SPRUCE (4) 6" FIR 2" FIR 2" LOCUST T T PROPOSED SPRINKLER ROOM ±88 L.F. - 6" SDR 35 PVC(2% MIN. SL OPE) C.O. C.O. 116 L.F. - 8" C900 PVC340338339 349345 346 339 341 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE W W NEW 8" GATE VALVE AND VALVE BOX 346345R T 34 5 346 347 347 345348348347348347 346344 344 345 347 346 346 345 348349347347348349349347LOT 7 3.96 AC.ETC FIRE DEPARTMENT CONNECTION 95.1' D D D DD D D STSTDSM DSM SAL 1" = 20' 19145 C2.3 APR. 7, 2022 PROPOSED CONDITIONS UTILITY PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT LOT 7 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON, VERMONT NEAGLEY & CHASE CONSTRUCTION 66 BOWDOIN ST., STE. 100 SOUTH BURLINGTON, VERMONT LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 NEAGLEY & CHASE OFFICE BUILDING P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 4/7/2022 9:08:10 AM SSSSSSSSSSSTS S S S S S S SETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ST ST ST ST ST ST ST ST ST ST ST ST ST S T SETCETCETCETCETCETCETCETCETC ST S T STST WWWWWWWWWWWWWW W W W W W W W W W W W W W W W W WWWWWW W W W W W W W S S D S EX. CB RIM 341.3 INV. 338.6 (4" E) INV. 336.9 (18" N) 18" HDPE w/ F.E.S. INV. 335.8 G G G G G G G G G G G G G G G G G G G EX. CB RIM 347.7 EX. CB RIM 347.7 18" HDPE 18" HDPEBOWDOIN ST.MEADOWLAND DR.SPROPOSED BUILDING 21,790 SF F.F.E. 348.0 ROOF DRAIN CONNECTION INV. 341.0 CB #5 RIM 343.8 INV. 340.8 INV. 337.6 DMH #2 OUTFLOW STRUCTURE RIM 346.2 INV. 341.17 (S) INV. 340.42 (E) INV. 338.0 (W) TOP OF WEIR EL. 344.0 1" ORIFICE AT EL. 338.0 DMH #3 INFLOW STRUCTURE RIM 345.7 INV. 341.0 (SW) INV. 340.26 (E) INV. 341.17 (N) CB #2 RIM 345.9 INV. 340.7 (N) INV. 340.8 (S) DMH #42 INFLOW STRUCTURE RIM 346.9 INV. 340.26 (S) INV. 341.17 (N) INV. 340.26 (W) ROOF DRAIN CONNECTION INV. 341.1 50' WETLAND BUFFER WETLAND DELINEATED JUNE, 2019 BY WHEELER ENVIRONMENTAL, INC EXISTING BIT. CONC. SHA R E D U S E P A T H EXISTING 5' BIT. CONC. SIDEWALK T.O.W. 345.0 B.O.W. 340.5 T.O.W. 345.0 B.O.W. 340.5 T.O.W. 345.0 B.O.W. 336.0 T.O.W. 345.0 B.O.W. 336.0 5' CONC. SIDEWALK5' CONC. SIDEWA L K ST ST CB #7 RIM 345.0 INV. 341.1 (SW) INV. 339.9 CB #3 RIM 343.9 INV. 340.9 (N) INV. 341.0 (S)351350350350349349348348348348347347347347346346 34634534 5 345344 3443 4 4 344343 3433 4 3 343 342 3423 4 2 342 341 341341341 340 340 339 339 338 338 337 3373368" OAK 8" OAK 8" OAK 8" MAPLE 8" MAPLE 8" MAPLE 4" SPRUCE 2" SPRUCE 2" SPRUCE 4" SPRUCE 4" SPRUCE (3) 4" SPRUCE (4) 6" FIR 2" FIR 2" LOCUST EX. CB RIM 341.4 INV. 339.3 (4" E) INV. 336.2 (18" E) INV. 336.3 (18" NW) 13 L.F. - 8" HDPE 7 L.F. - 12" HDPE 8 L.F. - 8" HDPE (PLACE 2" RIGID INSULATION OVER PIPE)44 L.F. -12" HDPE 45 L.F. - 12" HDPE T T 113 L. F. - 1 2" H D P E340338339 349345 346 339 341 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE W W LEVEL SPREADER TOP AT EL. 337.6 T.O.W. 345.0 B.O.W. 337.5 345.62 + + 346.6 347.96 + + 347.9 + 343. 6 ± + 34 2. 3 ± TC 3 4 5. 1 + BC 3 4 4. 6 TC 345 . 5 + BC 34 5 . 0 346.0 + + 345.6 + 347. 9 6 + 347. 9 6 344.0 ++ 346.0+ 34 6. 7 TC 346 . 2 + BC 345 . 7 TC 348 . 5 + BC 348. 0 TC 348 . 1 + BC 347. 6 TC 346 . 7 + BC 346. 2 TC 34 7 . 7 BC 34 7 . 2 + TC 34 7 . 9 BC 34 7 . 4 + 349.3 ++ 347.3 348.0 + 348.2 + 347.8 + + 349.0± + TC 3 4 4. 7 BC 3 4 4. 2 + TC 3 4 4. 8 BC 3 4 4 . 3 TC 3 4 5 . 0 + BC 3 4 4. 5 + TC 3 4 5 . 6 BC 3 4 5 . 1 + TC 3 4 6 . 9 BC 3 4 6 . 4 + TC 345.2 BC 344.7 TC 34 6 . 1 BC 34 5 . 6 + TC 3 4 6 . 3 + BC 3 4 5. 8 TC 3 4 5. 9 + BC 3 4 5 . 4 TC 3 4 5. 5 + BC 3 4 5 . 0 TC 34 6 . 1 BC 34 5 . 6 + TC 34 6 . 4 6 BC 34 5 . 9 6 + TC 34 6 . 3 BC 34 6 . 3 + TC 34 6 . 4 BC 34 6 . 4 + TC 34 6 . 6 6 BC 3 4 6 . 1 6 + TC 34 6 . 4 8 BC 34 5 . 9 8 + 345.78 + 346.04 + 345.94 + 345.78 + 7' CONC. SIDEWALK + TC 3 4 8 . 1 BC 3 4 7 . 6 + TC 3 4 8 . 3 BC 3 4 7 . 8 CB #1 RIM 345.0 INV. 341.5 (S) INV. 341.4 (N) TC 34 6 . 6 BC 34 6 . 1 + TC 3 4 6 . 7 + BC 3 4 6. 2 + 34 3. 1 ± TC 347 . 7 + BC 3 4 7 . 2 + TC 3 4 7 . 9 BC 3 4 7 . 4 346345+ TC 3 4 8 . 2 BC 3 4 7 . 7 + 34 6. 8 6 347. 8 6 + + 346. 8 6 347. 8 6 + + 346. 8 TC 3 4 5. 5 + BC 3 4 5 . 0 + 346.5 + 346.4 TC 34 6 . 6 4 BC 34 6 . 1 4 + TC 34 6 . 0 BC 34 5 . 5 + + 343. 3 ± + 34 2. 9 ± 345.88 + + 346.76 + 346.56 TC 3 4 5 . 3 + BC 3 4 5. 3 T.O.W. 346.5 B.O.W. 337.5 T.O.W. 348.0 B.O.W. 342.0 T.O.W. 348.0 B.O.W. 343.5 T.O.W. 346.5 B.O.W. 343.5 T.O.W. 342.0 B.O.W. 339.0 T.O.W. 345.0 B.O.W. 337.5 R T 1.7% 5.0% + TC 345.56 BC 345.06 + TC 346.1 BC 345.6 7.6%7.4%34 5 346 347 347 345348348347348347 346344 344 345 347 346 346 345 348349347347348349349347LOT 7 3.96 AC.ETC LIMITS OF RETAINING WALL GEOGRID LIMITS OF RETAINING WALL GEOGRID LIMITS OF RETAINING WALL GEOGRID 22 L.F. - 12" HDPE D D D 28 L.F. -12" HDPEDD D 39 L.F. - 12" HDPE DMH #1 RIM 345.7 INV. 337.75 (S) INV. 337.75 (E) INV. 337.85 (W) DMH #6 INFLOW STRUCTURE RIM 344.4 INV. 340.5 (W) INV. 341.29 (E) INV. 340.26 (S) DMH #5 OUTFLOW STRUCTURE RIM 344.9 INV. 341.29 (S) INV. 341.29 (W) INV. 338.0 (N) TOP OF WEIR EL. 342.75 1" ORIFICE AT EL. 338.046 L.F. - 12" HDPED DMH #7 INFLOW STRUCTURE RIM ______ INV. 340.26 (S) INV. 341.29 (E) INV. 340.26 (N) CB #5 RIM 344.1 INV. 341.15 (E) INV. 341.05 (N)STSTCB #6 RIM 344.3 INV. 341.3 (E)113 L.F. - 12" HDPE15 L.F. - 12" HDPE DSM DSM SAL 1" = 20' 19145 C2.2 APR. 7, 2022 PROPOSED CONDITIONS GRADING & DRAINAGE PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT LOT 7 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON, VERMONT NEAGLEY & CHASE CONSTRUCTION 66 BOWDOIN ST., STE. 100 SOUTH BURLINGTON, VERMONT LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 NEAGLEY & CHASE OFFICE BUILDING P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 4/7/2022 9:08:01 AM STST ST ST ST ST ST ST ST ST ST ST ST ST S T ST S T STST S S D G G G G G G G G G G G G G G G G G G G PROPOSED BUILDING 21,790 SF F.F.E. 348.0 ST ST 351350350350349349348348348348347347347347346346 34634534 5 345344 3443 4 4 344343 3433 4 3 343 342 3423 4 2 342 341 341341341 340 340 339 339 338 338 337 337336T T340338339 349345 346 339 341 346345R T 34 5 346 347 347 345348348347348347 346344 344 345 347 346 346 345 348349347347348349349347LOT 7 3.96 AC. TEMPORARY CONSTRUCTION ENTRANCE OR SWEEP STREET ON DAILY BASIS INLET PROTECTION (TYP. OF 6 PLACES) PREVENT CONSTRUCTION FLOWS FROM ENTERING THE INFILTRATION SYSTEM DURING CONSTRUCTION TEMPORARY TREE PROTECTION (TYP.) TEMPORARY TREE PROTECTION (TYP.) TEMPORARY TREE PROTECTION (TYP.) TEMPORARY CONSTRUCTION ENTRANCE OR SWEEP STREET ON DAILY BASIS PLACE 4" TOPSOIL. SEED, FERTILIZE AND EROSION CONTROL MATTING ON ALL DISTURBED SURFACES (TYP.) PLACE 4" TOPSOIL. SEED, FERTILIZE AND EROSION CONTROL MATTING ON ALL DISTURBED SURFACES (TYP.) INSTALL STONE CHECK DAMS AT 100' INTERVAL ORANGE CONSTRUCTION LIMITS TAPE (TYP.) ORANGE CONSTRUCTION LIMITS TAPE (TYP.) PLACE 4" TOPSOIL. SEED, FERTILIZE AND EROSION CONTROL MATTING ON ALL DISTURBED SURFACES (TYP.) INSTALL SILT FENCE WITH TURN-OUTS (TYP.) INSTALL SILT FENCE WITH TURN-OUTS (TYP.) D D D DD D D STSTDSM DSM SAL 1" = 20' 19145 C3.0 APR. 7, 2022 EPSC PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT LOT 7 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON, VERMONT NEAGLEY & CHASE CONSTRUCTION 66 BOWDOIN ST., STE. 100 SOUTH BURLINGTON, VERMONT LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 NEAGLEY & CHASE OFFICE BUILDING P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 4/7/2022 9:08:51 AM SSSSSSS S S S S S ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ST ST ST ST ST ST ST ST ST ST STST S T SETCETCETCETCETCETCETCS T ST WWWWWWWWWWWW W W W W W W W W W W W W WWWWW S G G G G G G G G G G G G GBOWDOIN ST.MEADOWLAND DR. PROPOSED BUILDING 21,790 SF F.F.E. 348.0 EXISTING BIT. CONC. SHA R E D U S E P A T H EXISTING 5' BIT. CONC. SIDEWALK351350350350349349348348348348347347347347346346 34634534 5 345344 3443 4 4 344343 3433 4 3 343 342 3423 4 2 342 341 341341341 340 340 339 339 338 3378" OAK 8" OAK 8" OAK 8" MAPLE 8" MAPLE 8" MAPLE 2" SPRUCE 4" SPRUCE (3) 4" SPRUCE (4) 6" FIR 2" FIR 2" LOCUST T T340338339 349345 346 339 341 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE R T W2 MH: 12.5 W2 MH: 20 W2 MH: 20 W2 MH: 20W2 MH: 20 P2-80L MH: 22 P1-80L MH: 22 P1-80L MH: 22 W1-80L MH: 22 P1-80L MH: 22 W2 MH: 12.5W2 MH: 12.5 W3 MH: 7 W3 MH: 7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.8 0.8 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.7 0.9 1.0 0.7 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 0.9 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 0.9 0.8 0.6 0.4 0.5 0.6 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.0 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.0 0.1 0.3 0.9 1.6 1.5 0.8 0.5 0.7 1.2 1.2 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.1 0.8 1.1 1.0 0.7 0.5 0.6 0.6 0.3 0.0 0.8 1.9 1.9 0.9 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.8 1.0 1.1 1.1 2.5 3.0 1.3 1.0 2.0 1.8 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.0 1.0 4.6 3.7 0.8 1.0 0.8 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.8 0.9 0.9 2.1 1.3 0.7 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.7 0.7 1.7 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.7 0.7 0.8 0.7 0.8 0.7 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.8 0.9 1.0 0.7 0.5 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.8 1.0 1.1 0.6 1.0 0.7 0.4 0.2 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.1 0.5 1.8 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.0 0.5 1.7 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.8 1.1 1.0 0.4 1.6 1.2 0.9 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.3 0.4 0.7 0.9 1.1 1.1 4.8 2.0 0.9 0.7 0.6 0.5 0.5 0.5 0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.3 1.4 1.2 0.4 0.4 0.3 0.3 3.0 1.6 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.4 0.3 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 1.6 1.5 1.1 0.7 0.8 0.8 0.7 0.7 0.6 0.5 0.4 0.6 0.8 0.8 0.4 0.9 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.6 0.9 1.2 1.3 1.4 1.2 1.1 1.1 1.1 1.0 0.9 1.1 1.0 1.0 0.9 0.8 0.9 0.8 0.8 0.7 0.8 1.0 1.1 1.2 1.2 1.2 1.1 1.0 0.8 0.5 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.9 0.9 0.9 0.8 0.9 1.0 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 0.9 0.8 0.9 1.1 1.0 1.0 1.0 0.9 1.1 1.0 0.8 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.9 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.7 0.9 1.1 1.1 1.1 1.1 0.9 1.0 1.0 0.9 0.5 0.3 0.1 0.1 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.8 1.0 1.1 1.2 1.0 1.2 1.1 1.0 0.7 0.4 0.2 0.1 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.8 0.9 0.9 0.9 0.6 0.4 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 D D D DD D D DSM DSM SAL 1" = 20' 19145 C2.4 APR. 7, 2022 PROPOSED LIGHTING PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com NORTHEAST TERRITORIES, INC. 20 SOUTH CREST BURLINGTON, VERMONT LOT 7 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON, VERMONT NEAGLEY & CHASE CONSTRUCTION 66 BOWDOIN ST., STE. 100 SOUTH BURLINGTON, VERMONT LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 Paved Area Horizontal Illuminanc Illuminance (Fc) Minimum = 0.1 Avg/Min Ratio = 7.90 Max/Min Ratio = 48.00 Average = 0.79 Maximum = 4.8 Paved Area Horizontal Illuminanc Illuminance (Fc) Minimum = 0.1 Avg/Min Ratio = 7.90 Max/Min Ratio = 48.00 Average = 0.79 Maximum = 4.8 LIGHTING CALCULATION SUMMARY LUMINAIRE SCHEDULE TYP SYMBOL DESCRIPTION LAMP LUMENS MOUNTING HEIGHT QTY W2 721W 2310 W3 216W 757 P1-80L HUBBLE OUTDOOR LIGHTING 3(1) RAR1-80L-50-4K7-4W-UNV-A-DB-NXSPW_F 50W 6245 P2-80L 150W 6245 W1-80L HUBBLE OUTDOOR LIGHTING 150W 6245 WALL - 22' WALL - SEE PLAN WALL - 7' POLE - 22' POLE - 22' HUBBLE OUTDOOR LIGHTING (2) RAR1-80L-50-4K7-4W-UNV-A-DB-NXSPW_F (1) RAR1-80L-50-4K7-4W-UNV-A-DB-NXSPW_F HUBBLE OUTDOOR LIGHTING (1) SG1-20-4K7-FT-UNV-DB-PCU-CS BETA-CALCO INC. WRAP PM - 31-2201-40 NEAGLEY & CHASE OFFICE BUILDING P:\AutoCADD Projects\2019\19145\1-CADD Files-\dwg\19145 - Site.dwg, 4/7/2022 9:08:25 AM