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HomeMy WebLinkAboutAgenda 06_SP-24-30_39 Bowdoin Street_vet hospital_SCCITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-24-30_39 Bowdoin Street_vet hospital_SC_2024-09- 04 DEPARTMENT OF PLANNING & ZONING Report preparation date: August 28, 2024 Plans received: July 18, 2024 39 Bowdoin Street Site Plan Application #SP-24-30 Meeting date: September 4, 2024 Owner Northeast Territories 20 South Crest Drive Burlington, VT 05401 Applicant Meadowlands Animal Hospital 2386 Airport Road Berlin, VT 05641 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 Krebs & Lansing Consulting Engineers 164 Main Street, Suite 201 Colchester, VT 05446 Location Map #SP-24-30 2 PROJECT DESCRPTION Site plan application #SP-24-30 of Meadowlands Animal Hospital to construct a single story 8,946 sf veterinary hospital and associated site improvements, 39 Bowdoin Street. CONTEXT The Board reviewed a sketch plan for construction of an animal hospital at 10 Mansfield View Lane on November 7th and 21st, 2023. Although the applicant’s LLC name has changed from that project to this project, it appears that the proposed animal hospital would be owned & operated by that same ownership group. The proposed animal hospital at 39 Bowdoin Street is in place of the proposed animal hospital at 10 Mansfield View Lane, as that project has since been abandoned, and the sketch plan approval has expired. COMMENTS Development Review Planners Marty Gillies and Marla Keene (“Planning Staff”) have reviewed the plans submitted on July 18, 2024 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’ 18’ 5” Max. Building Coverage 30% 5.5% Max. Overall Coverage 50% 13.3%  Max. Front Setback Coverage, Bowdoin Street 30% 7.4%  Max. Front Setback Coverage, Meadowland Drive 30% 10.0% Min. Front Setback 50 ft. 31.2 ft. 1 Min. Side Setback 35 ft. 40 ft. Min. Rear Setback 50 ft. N/A 1. The applicant is requesting a waiver of the minimum front setback from 50 feet to 31.2 feet. This waiver request is discussed in further detail under 14.06.A(1)(a) below. 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 submitted an application for a Determination of No Hazard to Air Navigation. Staff considers this criterion met. 10.02G Hinesburg Road-North View Protection Zone #SP-24-30 3 (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 18 ft in height, and the proposed grade of 348 ft, Staff estimates that the peak elevation of the mostly flat roof is 366 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. These trees are proposed to be planted at an elevation of 344 feet above sea level, with a maximum height of 40 – 60 ft, resulting in a theoretical maximum elevation of 404 feet above mean sea level. Staff considers this criterion met. B) SITE PLAN REVIEW STANDARDS 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The DRB shall consider the following: (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. The applicant is proposing a front setback waiver to reduce the front building setback along Bowdoin Street to 32.7 feet and along Meadowlands Drive to 31.2 feet. The applicant is requesting this waiver in order to shift the proposed building away from the identified Class II wetland and associated buffer that is present on the site. There are existing street trees in the public right-of-way along both Bowdoin Street and Meadowland Drive. The applicant is proposing to remove one street tree to build the driveway access and install two street trees – one on each side of the proposed driveway access – for a net gain of one street tree. 1. Staff recommends the Board approve the proposed front setback waiver, subject to potential modifications of the parking lot discussed under 14.06B below (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. The four existing buildings on Bowdoin Street are all square to the street, with their front facades parallel to the street right-of-way. All four buildings also have front setbacks of at least 75 feet, which is 40 feet more than the front setback proposed for the veterinary hospital. #SP-24-30 4 2. Staff recommends the Board discuss the proposed building placement & orientation as it relates to the above standard, and determine whether the proposed placement & orientation can be described as ‘consistent’ with the ‘prevalent pattern’. The applicant is not proposing any significant grading, and the topography of the subject property does not substantially differ from the topography of the adjacent properties – as such, Staff considers that the proposed building configuration relates to the site topography & grade in a way that is consistent with the other properties along Bowdoin Street. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. The proposed building has a maximum height of 18.5 feet, and a footprint of approximately 9,000 square feet. The existing buildings along Bowdoin Street all are of a relatively similar height to the proposed veterinary hospital, but have footprints of between 20,000 and 30,000 sf and are therefore twice to three times as large as the proposed veterinary hospital. 3. Staff recommends the Board discuss the proposed building scale as it relates to the above standard, and determine whether the proposed contrast in scale can be described as ‘abrupt’ and therefore require minimization and mitigation. (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. The applicant is already served by an asphalt rec path along both the south and east property lines – the applicant is not proposing to impact that pedestrian connection and is proposing to provide a network of walkways connecting the various site entrances to the existing rec paths. (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 proposed roof is flat and the applicant has identified potential solar-ready roof areas. As discussed under 3.18 below, the applicant will be required to provide more specific plans demonstrating the solar layout prior to issuance of a Zoning Permit. (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. The applicant is not proposing any parking in front of the building. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. Not applicable – as noted above, the applicant is not proposing parking in front of the building. (c) Parking area width. Surface parking areas and affiliated drive aisles located to the side of buildings shall not exceed the width of building(s), Civic Spaces, and Site Amenities along any street frontage. This may be calculated separately or cumulatively for corner lots. Parking approved pursuant to 14.07(B)(2)(b) shall be exempt from this subsection. The width of the proposed building measured from west to east as it faces Meadowland Drive, is approximately 89’. The width of the proposed building measured from north to #SP-24-30 5 south as it faces Bowdoin St is approximately 168’, for a cumulative building width of 257’. The Site Amenity is not identified on the plan. The width of the proposed parking lot located to the west side of the proposed building is approximately 130’. While Staff notes the parking area width is no wider than the cumulative width of the building along both frontages, Staff considers the parking area has the appearance of being out of compliance with this criterion because of its location relative to Meadowland Drive and the nature of Bowdoin St as a low volume side street. Staff recommends the Board consider requiring modifications to this parking area as mitigation for the requested reduction in front setback. 4. Staff recommends the Board consider requiring the applicant to meet the standard front setback (50’) for the proposed parking lot, either by removing two parking spaces or by relocating the front two parking spaces to the rear of the lot. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. Not applicable – the subject property is not a through lot. (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. The compatibility of the proposed development with the existing adjoining buildings is discussed in 14.06.A(1)(b) and (c) above. B. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The proposed veterinary hospital will be of a relatively similar architectural style as the adjoining building to the north – as such, Staff considers no particular transition to be required to screen or buffer the proposed structure. (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. Staff considers the proposed veterinary hospital represents an extension of the overall pattern of development, as both the proposed and existing buildings are relatively large & relatively short buildings on relatively large lots. #SP-24-30 6 (b) Architectural Features. Respond to recurring or representative architectural features that define neighborhood character, without adhering to a particular architectural style. 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. (c) Privacy. Limit impacts and intrusions to privacy on adjoining properties, including side and back yard areas through context sensitive design. Staff considers the proposed site design does not constitute any impacts or intrusions to the privacy of the adjoining properties. Given the above, Staff considers this criterion met. 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 sf 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. The proposed 8,946 sf building requires a minimum of 534 sf of Site Amenity space. The submitted materials do not identify any site amenities. However, there appear to be at least two areas that could potentially qualify as the required Site Amenity depending on which amenity type the applicant selects. 5. Staff recommends the Board require the applicant to identify the location and type of the proposed Site Amenity. Once identified, Staff recommends the Board review whether all required components of the selected amenity type are met so that a determination on this criterion can be made. (b) For Residential development, determined by number of units as: (i) For fewer than 10 units, 100 square feet per unit; (ii) For 10 to 19 units, 85 square feet per unit; or (iii) For 20 or more units, 60 square feet per unit. The proposed development does not include any residential development. 14.07 Specific Review Standards #SP-24-30 7 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. 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. As part of a previous application for development at the subject property, the applicant had provided a Traffic Impact Assessment (TIA) evaluating the potential impact on adjoining street. This is not standard practice, and traffic studies are not typically required to be submitted for projects of this scale. Staff recommends the Board ask the applicant for the background of the traffic study that was submitted as part of Site Plan application SP-22-20. Staff further recommends that the Board clarify to the applicant that the LDRs require that PM Peak Hour vehicle trip ends estimated using the ITE database use the ‘fitted curve’ where available, as opposed to the ‘average rate’. In this case, the proposed use generates 36 trips as per the fitted curve, so traffic impact fees will be based on this figure. 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 #SP-24-30 8 (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. Staff considers the pedestrian access to be adequate, and supports the proposed driveway widths. (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. The applicant has provided a draft access easement deed to make a connection to this lot, should it ever become feasible. 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 Street and Meadowland Drive to be Industrial Access Roads, which require a 10-ft wide recreation path and street trees. There are existing street trees on both street frontages. There is an existing 8-ft rec path on the side of Meadowlands Drive facing the subject property, and an existing 5-ft asphalt rec path on the side of Bowdoin Street facing the subject property. Given the nature of the street and its limited potential for expansion, Staff considers the existing facility to be sufficient and no streetscape improvements to be required. However, as noted in the comments provided by the Director of the Department of Public Works, there may be advantages to upgrading the existing rec path facilities as part of this application. Staff recommends the Board discuss that item under 10.07.G below. Staff considers this criterion met. #SP-24-30 9 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. As discussed under 15.A.14.E(9) above, 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. The Director of the Department of Public Works reviewed these plans on 8/12/2024 and offered the following comments. 1. The applicant will need to obtain wastewater and drinking water allocations and connection permits for the proposed project. 2. Any work in an existing or proposed City ROW or easement must be constructed in accordance with the South Burlington Public Works Standards and Specifications. 3. Is the applicant also proposing to sawcut and restore existing pavement for the shared use path? 4. Lastly, I'd like to discuss the existing shared use path and asphalt sidewalk in this area. Portions of this infrastructure were not built per the approved plans in the original subdivision. They are also aging and in poor condition in some locations. The roads in this area are still private, though we are working with the original developer to accept them. I'd like to discuss opportunities to replace and improve those sections of SUP / sidewalk that are adjacent to this project. With an animal hospital proposed, and as a result many more dog walkers in the area, I think this might be a worthwhile discussion. 6. Staff recommends the Board and applicant discuss whether coordination with the Director of Public Works shall be required prior to a potentially continued hearing. The South Burlington Water Department Director reviewed the plans on 8/13/2024 and offered the following comments. 1. Confirm diameter of existing water line crossing Meadowland Drive prior to new water line construction. 2. Install two 45-degree bends on end of existing water line. Install new 8” gate valve on downstream side of second 45-degree bend with Forest Adapter. 3. Refer to CWD Specifications for the installation of approved plastic pipe. 4. Recommend installing a pressure reducer after the water meter and before the backflow device due to location of water service downstream, from the fire hydrant. Property will be subject to significant pressure fluctuations when hydrant is used. 7. Staff recommends the Board require the applicant to comply with the comments of the SBWD Director prior to issuance of a zoning permit. 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, #SP-24-30 10 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.” 8. Staff recommends the Board require the applicant to describe their specific proposal to comply with this criterion prior to closing the hearing, which will then be incorporated 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. The applicant has proposed a 25-ft wide access easement to the property to the north in accordance with this requirement and has provided a draft easement document. However, the location of this easement is not reflected on the submitted plans. 9. Staff recommends the Board require the applicant to update the submitted plan set to include the location of this easement as a condition of approval. 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. Staff considers this criterion met. (3) Provision shall be made for access by police, fire and emergency vehicles. The Fire Chief reviewed the plans on 8/22/2024 and had no comments. #SP-24-30 11 (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. The subject property includes two existing rec paths along the east and south property lines. The applicant is proposing to construct a sidewalk network linking the existing rec paths, proposed parking lot, and proposed building entrances. The applicant is also proposing a gravel walking path to the southeast of the proposed building. As such, 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 four ‘inverted-U’ style bicycle racks, providing a total of eight short- term bike parking spaces. The four racks will be divided between the primary customer entrance and the staff entrance to the building in proximity to two of the building entrances. The applicant has also provided two wall-mounted bike racks inside the building, easily accessible from the staff entry to the proposed building. Staff considers these criteria met. Required Bike Parking Required Short Term (1 per 5k sf, minimum 4) 4 Long Term (50% of short term) 2 Clothes Lockers 1 13.04 Landscaping, Screening & Street Trees The City Arborist reviewed the plans on 8/7/2024 and offered the following comment. Tree and Shrub Planting Details should be included. 10. Staff recommends the Board require the applicant to provide the requested details for City Arborist review prior to closing the hearing. B. Except for parking spaces accessory to a one-family or two-family dwelling, all off-street parking areas subject to review by the Development Review Board, shall be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers, as approved by the Development Review Board. Sections of recessed curb are permitted if their purpose is to allow stormwater runoff from the adjacent parking area to reach stormwater collection, treatment and management infrastructure. The Development Review Board shall consider the adequacy of the proposed landscaping to assure the establishment of a safe, convenient, and attractive parking area and the privacy and comfort of abutting properties. (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 #SP-24-30 12 allow for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade and canopy for the parking lot. In some situations it may be necessary both for surveillance purposes and for the perception of safety to install the size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. The proposed parking area is proposed to be curbed except for on the northeast side. The perimeter plantings are mostly proposed along the southeast and southwest sides of the parking area. (2) In all parking areas containing twenty-eight (28) or more contiguous parking spaces and/or in parking lots with more than a single circulation lane, at least ten percent (10%) of the interior of the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such requirement shall not apply to structured parking or below-ground parking. The applicant’s provided plan sheet identifies that approximately 11.5% of the interior of the parking lot is landscaped islands. Two of those five islands include plantings. 11. Staff recommends the Board and applicant discuss whether the five identified islands can include additional plantings to better meet the above criterion. (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. There is no curbing protecting the proposed red maple at the northern-most part of the parking lot. 12. Staff recommends the Board require the applicant to meet the curbing requirement along the northern-most edge of the parking area. (4) Landscaping Requirements (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt-tolerant. 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. 28 parking spaces are provided, requiring 6 shade trees. 5 shade trees are provided. 13. Staff recommends the Board require the applicant to provide an additional shade tree to meet this requirement. (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. Staff considers this criterion to be met. #SP-24-30 13 (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 inapplicable. (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. Snow storage areas are shown on plan sheet C-2 (Exhibit 04). Staff considers the above criterion to be met. C. Screening or buffering. The Development Review Board will require landscaping, fencing, land shaping and/or screening along property boundaries (lot lines) whenever it determines that a) two adjacent sites are dissimilar and should be screened or buffered from each other, or b) a property’s appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi- family use abuts a residential district or institutional use, or (d) a parking or loading area is adjacent to or visible from a public street. Staff considers the project to be similar to adjacent uses and therefore no screening to be required. 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 two front yards – however, Staff considers that this amount of landscaping is suitable. 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. The submitted estimated project cost is $4,337,500.00, which has an associated minimum landscape budget of $50,875.00 The applicant has proposed $62,146.37 of landscaping features, identified below. Plants $ 47,063.00 Base Courses $ 2,272.20 Soil Stabilization $ 291.55 Grading $ 1,530.47 #SP-24-30 14 Concrete Finishing – Exposed Aggregate Walk $ 4,118.00 Exterior Specialties – Exterior Bench $ 5,875.05 Exterior Specialties – Adirondack Chairs $ 589.00 Exterior Specialties – Bird Houses $ 407.10 Total $ 62,146.37 The applicant has requested the value of all these elements be applied towards the minimum required landscaping cost. 14. Staff recommends that the Board confirm the most recent overall project cost estimate, excluding all equipment & machinery costs; discuss which of the landscaping elements other than “plants” are an acceptable use of the landscaping budget funds; and direct the applicant to revise all components of the proposed landscaping budget that are found to be unacceptable. 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 8/23/2024 and offers the following comments. 1. The planting plan shows a gravel path that is not included on other plans. How much impervious is this adding and how is this area to be captured and sent to the proposed treatment practice? It is also shown going over the swale to the east of the proposed building, which will likely cause the path to erode as it will be subjected to channelized flow from the swale. 2. Please update the EPSC plan to show the updated stormwater infrastructure layout, including the two catch basins and one yard drain near the entrance of the parking lot. These structures will need inlet protection during construction. 3. The EPSC plan does not show the actual limits of construction. The catch basin circled below on Meadowland Dr is being constructed as part of this project and thus will require EPSC measures to prevent spread of sediment on Meadowland Dr. 4. Materials used for construction shall conform to the South Burlington Public Works Standards and Specifications, dated April 18, 2024. 15. 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. The proposed lighting plan does include some spill-over onto #SP-24-30 15 Meadowland Drive, however, this occurs at a location where an existing shared use path crosses the driveway and additional illumination is desirable. Staff considers this amount of indirect glare to be inconsequential and considers these criteria met. 13.11 Fences The applicant is proposing to fence two ‘pet relief areas’ in front of the building on the Bowdoin Street side. The applicant has not provided details for the style or height of these proposed fences. 16. Staff recommends that the Board require the applicant to provide details for the proposed fence to demonstrate compliance with fence criteria prior to closing the hearing. 13.12 Utility Cabinets and Similar Structures Staff considers that proposed transformer will be effectively screened from the street and all abutting properties. 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 installation of a rooftop solar photovoltaic system. The proposed building is also subject to the renewable heating/water heating ordinance and is required to provide plans that demonstrate how the building and the water supply will be heated without the use of a fossil-fuel-based system. The applicant is aware of both of these requirements and will provide more specific plans identifying how compliance with these criteria will be achieved prior to issuance of a Zoning Permit. The applicant has identified a solar-ready zone as part of this application. RECOMMENDATION Therefore, Staff recommends that the Board work with the applicant to address the issues identified herein and close the hearing. Respectfully submitted, Marty Gillies, Development Review Planner ET C ET C ET C ET C ET C 350 340 S S S S D BO W D O I N S T . MEADOWLAND DR. T H O M P S O N S T . 50' SETBACK 50 ' S E T B A C K 35' SETBACK 351 35 0 35 0 350 34 9 34 9 34 8 34 8 34 8 348347 3 4 7 34 7 347 346 346 346 345 34 5 345 344 344 3 4 4 344 343 34 3 3 4 3 343 342 34 2 3 4 2 342 341 34 1 3 4 1 341 340 340 339 339 338 338 337 33 7 33 6 34 0 33 8 33 9 349 345 346 339 341 710.87' 715.19' 23 0 . 2 2 ' 23 0 . 5 1 ' LOT 7 3.96 AC. PO T A S H B R O O K 200.0' (SPA ZONE 2)SPA ZONE 3 200.0' (SPA ZONE 2) SPA ZONE 3 FFE 349.0 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 7 . 2 5 x348.25 x3 4 8 . 2 5 x346 . 8 1 x345. 7 6 x 3 4 7 . 6 5 x346 . 5 5 x 3 4 6 . 6 5 x 3 4 7 . 3 347 34 8 34 9 34 8 34 8 34 7 347 3 4 5 34 6 3 4 8 345 345 34 4 3 4 6 348 345 34 8 346 x346 . 9 8 345 x3 4 6 . 6 x345. 8 8 x 3 4 6 . 5 346 x347 . 4 x347 . 5 347 This project is located within the SPA for the Champlain Water District WSID VT0005092. In the event of a hazardous spill or release during future construction or any proposed activities at this site, the Applicant should notify the public water system and have the water system's contact information readily available at the project site and with the project contractor(s). MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-1 OVERALL SITE PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: NEAGLEY & CHASE CONSTRUCTION 66 Bowdoin St., Ste. 100 South Burlington, Vermont 05403 PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space City Submittal OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 x338.5 NOTES 1.The Contractor shall be responsible for repairing all disturbed areas back to original condition, including but not limited to curbing, sidewalks, road, parking areas, landscaping, site lighting, electrical, and etc. All asphalt shall be sawcut prior to paving. 2.All stumps, rock, and other non-approved trench backfill material discovered during construction is the exclusive property of the Contractor and shall be removed from the property and disposed of in a State approved disposal location. All existing soils reused for fill shall conform to all applicable sections of VTRANS specifications Section 203-Excavation & Embankments. Any soil reused to establish subgrade under roads and applicable concrete sidewalks shall pass a subgrade proof roll with a loaded tandem. Reused soils that do not pass a subgrade proof roll shall be removed and replaced at the Contractor's expense. 3.All passing sieve, proctor, and compaction testing expenses shall be paid by Owner. Testing coordination, all other required testing, and expenses for failed tests shall be the Contractor's responsibility. 4.The Contractor shall contact Green Mountain Power and Vermont Gas Systems prior to any work in the vicinity of the respective utilities. 5.This project requires coverage under a State Construction Stormwater Discharge Permit. The Contractor shall be the On-site Coordinator for the project and shall be responsible for all required inspections (minimum weekly and after any storm event that produces a discharge), turbidity readings, maintenance, and reporting. The Contractor shall be responsible for installing, maintaining and removing all erosion and sediment control devices shown on the plans or details and, to the maximum extent practical, to minimize potential contamination of stormwater runoff from the construction activities. 6.Contractor shall be responsible for all "As-built" measurement and drafting requirements as outlined on the Detail Sheets. All trench excavations shall remain open until all as-built survey shots have been taken. Progress Record Drawings shall be submitted to the Engineer on a bi-weekly basis. 7.Contractor shall be responsible for importing topsoil as required to complete the project. Contractor shall test topsoil for approval by the Owner and Engineer. Refer to Post Construction Stabilization Plan for additional soil preparation requirements. 8.Temporary groundwater and stormwater by-pass pumping and/or diversion is the responsibility of the Contractor. The Contractor is responsible for providing all necessary pumps and equipment to perform the work. Overnight pumping is not allowed. 9.Removal of all erosion control matting and inlet protection is the responsibility of the Contractor. 10.Electrical and communication lines on this plan are shown for illustrative/coordination purposes only. Refer to Electrical plans and specifications for design. 11.Buried natural gas is shown for alignment purposes only. Contact Vermont Gas Systems for design and details of new gas line. Contractor shall be responsible for the excavation, backfill, and restoration for the construction of the natural gas lines. Vermont Gas Systems will provide the piping, labor to install, and testing for the new gas main. Coordinate work and all gas shut down procedures with the Owner. 12.Refer to Plumbing plans for waterline and sewer design within five feet of building. 13.This plan is not a boundary survey. Boundary survey and existing conditions are taken from plans provided by Civil Engineering Associates. S D 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. 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 . W A T E R M A I N 10" D.I. WATER MAIN 8" PVC 8" PVC EX. SMH RIM 346.3 INV. 335.5 (CL)18 " H D P E B O W D O I N S T . MEADOWLAND DR. 50' W E T L A N D B U F F E R EXISTING BIT. CONC. SHARE D U S E P A T H EX I S T I N G 5 ' B I T . C O N C . S I D E W A L K (2) WATER DIG SAFE MARKINGS EX. CB RIM 341.4 INV. 339.3 (4" E) INV. 336.3 (18" E) INV. 336.3 (18" S) INV. 336.2 (18" NW) T T LOT 7 3.96 AC. 8" D . I . EX. CB RIM 351.8 INV. 346.2 (18" W) 28 P A R K I N G S P A C E S DUM P S T E R S N O W New Building S N O W S N O W 5 ' c o n c r e t e s i d e w a l k New concrete curb Tip down concrete curb Tip down concrete curb 5' concrete sidewalk Flush curb at HC space New paved parking New 12'x18' screened dumpster pad New paved parking New paved drop-off lane 2, van accessible spaces New concrete equipment pad New concrete pad at door New concrete pad at door 9' concrete sidewalk New paved apron Tip down concrete curb at multi-use path (typ) New concrete curb 9, 18'x9' striped parking spaces 10, 18'x9' striped parking spaces 7, 18'x9' striped parking spaces New bike rack on concrete padTemporary project sign New dual EV charging station with bollards New 5' high fence New 5' high fence Transformer on concrete pad New bike rack on concrete pad Bench on concrete pad Flush curb at pull off 128.3' 58.6'87.5'29.9'PARKING WIDTH WEST PARKLET WIDTH WEST PARKLET WIDTH BUILDING WIDTH 176.0' TOTAL AMENITY+BUILDING 30% (MAX.)FRONT YARD COVERAGE DIMENSIONAL SUMMARY - 3.0 AC. REQ'D. LOT FRONTAGE LOT AREA PROPOSED 3.96 AC. BUILD. COVERAGE LOT COVERAGE 30% (MAX.) 50% (MAX.) 40.4' FRONT SETBACK SIDE SETBACK 50' 35' 35'REAR SETBACK N/A 13.3% 5.5% MEADOWLAND DRIVE 715' BOWDOIN STREET 253' MEADOWLAND DRIVE 10.0% BOWDOIN STREET 7.4% THOMPSON STREET 230' MEADOWLAND DRIVE 31.2' BOWDOIN STREET 32.7' THOMPSON STREET 590.4' MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-2 SITE & MATERIALS PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 REFER TO SITE NOTES AND LEGEND SHEET C-1.0 ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 Waiver request: Waivers are requested for the front yard setback from Meadowland Drive (50' to 31') and Bowdoin Street (50' to 32' ETC S D EX. CB RIM 341.3 INV. 338.6 (4" E) INV. 336.9 (18" N) 18" HDPE w/ F.E.S. INV. 335.8 EX. CB RIM 347.7 EX. CB RIM 347.7 18" HDPE 18 " H D P E B O W D O I N S T . MEADOWLAND DR. 50' W E T L A N D B U F F E R EXISTING BIT. CONC. SHA R E D U S E P A T H EX I S T I N G 5 ' B I T . C O N C . S I D E W A L K 351 35 0 35 0 350 34 9 34 9 34 8 34 8 34 8 348 347 3 4 7 34 7 347 346 346 346 345 34 5 345 344 344 3 4 4 344 343 343 3 4 3 343 342 34 2 3 4 2 342 341 34 1 3 4 1 341 340 340 339 339 338 338 337 33 7 33 6 8" OAK 8" OAK 8" OAK 8" MAPLE 8" MAPLE 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 (4) 6" FIR 2" FIR EX. CB RIM 341.4 INV. 339.3 (4" E) INV. 336.3 (18" E) INV. 336.3 (18" S) INV. 336.2 (18" NW) T T 34 0 33 8 33 9 349 345 346 339 341 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE LOT 7 3.96 AC. EX. CB RIM 351.8 INV. 346.2 (18" W) FFE 349.0 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 7 . 2 5 New Cascade CS-4 Separator Rim 346.1 Inv. 341.4 x348.25 x3 4 8 . 2 5 x346 . 8 1 x345 . 7 6 New CB Rim 345.76 Inv. out 341.51 x 3 4 7 . 6 5 x346 . 5 5 x 3 4 6 . 6 5 x 3 4 7 . 3 New CB Rim 346.05 Inv. out 341.8 New CB Rim 344.2 Inv. in 338.95 Inv. out 338.85 347 34 8 34 9 34 8 34 8 34 7 347 3 4 5 34 6 New SFMH72 StormFilter#1 w/low drop cartridges Rim 347.0 Inv. in. 341.15 Inv.out 339.35 New DMH Rim 346.5 Inv. in 339.24 Inv. out 339.14 New CB Rim 346.0 Inv. 341.75 New DMH Rim 347.2 Inv. in (15") 341.25 Inv. out (6)" 341.25 Inv. out (15") 343.9 New 4' diameter CMP storage. (4) rows, 60' total length. See detail. Inv. 341.25 New 30" risers w/covers New 4' dia. CMP header. 3 4 8 345 345 34 4 3 4 6 348 345 34 8 346 N e w 1 5 " H D P E s = 0 . 0 0 5 Ne w 1 8 " H D P E s= 0 . 0 0 5 Ne w 1 5 " H D P E s= 0 . 0 0 5 x346 . 9 8 345 x 3 4 6 . 6 x345 . 8 8 x 3 4 6 . 5 346 x347 . 4 x347 . 5 Ne w 1 5 " H D P E s= 0 . 0 0 5 New 15" HDPE s=0.005 347 New 12 " P V C R o o f D r a i n s=0.005 New DMh Rim 346.8 Inv. out 341.5 Install cap with 1" drilled orifice at elevation 341.25 on pipe to StormFilter New 6 " P V C s= 0 . 0 0 5 N e w 6 " P V C s = 0 . 0 0 5 New 1 5 " HDPE s=0.0 0 5 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-2.1 GRADING & DRAINAGE PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 REFER TO SITE NOTES AND LEGEND SHEET C-1.0 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 Material to be removed from wetland buffer = 1,200± cubic yards (cy) CUT/FILL ESTIMATE Net Cut/Fill for Development Site = 500 cy fill S D EX. UTILITY CABINET (TYP.)EX. 8" WATER SERVICE INV. UNKNOWN APPROX. LOCATION 8" PVC SEWER SERV. INV. UNKNOWN 8" D . I . W A T E R M A I N 10" D.I. WATER MAIN 8" PVC 8" PVC EX. SMH RIM 346.3 INV. 335.5 (CL) B O W D O I N S T . MEADOWLAND DR. 50' W E T L A N D B U F F E R EXISTING BIT. CONC. SHARE D U S E P A T H EX I S T I N G 5 ' B I T . C O N C . S I D E W A L K 8" OAK 8" OAK 8" OAK 8" MAPLE 8" MAPLE (2) WATER DIG SAFE MARKINGS 2" SPRUCE 4" SPRUCE (3) 4" SPRUCE (2) 4" SPRUCE 4" SPRUCE 4" SPRUCE (3) 4" SPRUCE 4" SPRUCE 2" SPRUCE 2" SPRUCE (4) 6" FIR 2" FIR T T 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE LOT 7 3.96 AC. 8" D . I . 28 P A R K I N G S P A C E S DUM P S T E R S N O W New Building New Cascade CS-4 Separator Rim 346.1 Inv. 341.4 New CB#1 Rim 345.76 Inv. out 341.51 New CB#2 Rim 346.05 Inv. in 341.88 Inv. out 341.78 New CB#6 Rim 344.2 Inv. in 338.95 Inv. out 338.85 New wye connection. Inv. 336.4± Bldg Inv. 342.0± New hydrant assembly New SFMH72 StormFilter#1 w/low drop cartridges Rim 347.25 Inv. in. 341.15 Inv.out 339.35 New CB#5 Rim 346.37 Inv. 342.62 New DMH#1 Rim 347.2 Inv. in (15") 341.25 Inv. out (6)" 341.25 Inv. out (15") 341.25 See detail for pipe configuration New 4' diameter CMP storage. (4) rows, 80' total length. See detail. Inv. 341.25 New 30" risers w/covers S N O W S N O W New 4' dia. CMP header. New 45° bends w/thrust blocks. Install new 8" gate valve with Foster adapter on downstream side of second bend. New end cap with 1-12" service tap. Ne w 1 1 2" k c o p p e r o r C T S po l y e t h y l e n e w a t e r s e r v i c e New 8 " P V C C90 0 w a t e r Ne w 6 " P V C S D R 3 5 sa n i t a r y s = 0 . 0 8 New gas service New electric & communications 5 ' c o n c r e t e s i d e w a l k N e w 1 5 " H D P E s = 0 . 0 0 5 Ne w 1 5 " H D P E s= 0 . 0 7 4 Ne w 1 5 " H D P E s= 0 . 0 0 5 New 1 5 " H D P E s=0.00 5 New electric & communications Sawcut and restore existing pavement New transformer New 12 " P V C R o o f D r a i n s=0.005 New DMh#2 Rim 346.8 Inv. out 341.5 Install cap with 1" drilled orifice at elevation 341.25 on pipe to StormFilter. See detail. New thrust block at all bends (typ) New 6 " P V C s=0.0 0 5 Ne w 6 " P V C s= 0 . 0 0 5 New 1 5 " HDP E s=0. 0 0 5 New curb stop Existing easement for water main along Bowdoin Street New CB#4 Rim 346.0 Inv. in 342.4 Inv. out 342.3 New CB#3 Rim 346.0 Inv. in 342.2 Inv. out 342.1 N e w 1 5 " H D P E s= 0 . 0 0 5 New Drop Inlet Rim 345.75 Inv. out 342.5 Contractor shall excavate a test pit to confirm size and location of existing water line. Install pressure reducing valve after water meter and before backflow device. Coordinate with mechanical plans. See CWD specifications for C-900 water line including bedding and tracer wire. New 12" HDPE s=0.005 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, HENCEFORTH THE CWD SPECIFICATIONS. RECORD DRAWINGS PREPARED BY A VERMONT LICENSED PROFESSIONAL ENGINEER SHALL BE PROVIDED TO THE SOUTH BURLINGTON WATER DEPT. IN PDF AND AUTOCAD FORMAT. DRAWING SHALL INCLUDE TIES TO ALL GATE VALVES AND CURB STOPS TO SUB-METER ACCURACY. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-2.2 SITE UTILITY PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 REFER TO SITE NOTES AND LEGEND SHEET C-1.0 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 6 veterinarians @ 200 gpd/each = 1,200 gpd 38 non-veterinarian employees @ 13 gpd/each = 494 gpd TOTAL = 1,694 gpd Basis of Design Wastewater & Potable Water Design Flows S D 351 35 0 35 0 350 34 9 34 9 34 8 34 8 34 8 348 347 3 4 7 34 7 347 346 346 346 345 3 4 5 345 344 344 3 4 4 344 343 34 3 3 4 3 343 342 34 2 3 4 2 342 341 34 1 3 4 1 341 340 340 339 339 338 338 337 33 7 T T 34 0 33 8 33 9 349 345 346 339 341 LOT 7 3.96 AC. FFE 349.0 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 7 . 2 5 x348.25 x3 4 8 . 2 5 x346 . 8 1 x345 . 7 6 x 3 4 7 . 6 5 x346 . 5 5 x 3 4 6 . 6 5 x 3 4 7 . 3 347 34 8 34 9 34 8 34 8 34 7 347 3 4 5 34 6 3 4 8 345 345 34 4 3 4 6 348 345 34 8 346 x346 . 9 8 345 x 3 4 6 . 6 x345 . 8 8 x 3 4 6 . 5 346 x347 . 4 x347 . 5 347 This project is located within the SPA for the Champlain Water District WSID VT0005092. In the event of a hazardous spill or release during future construction or any proposed activities at this site, the Applicant should notify the public water system and have the water system's contact information readily available at the project site and with the project contractor(s). MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-3.0 EROSION PREVENTION & SEDIMENT CONTROL PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 Barrier Fence Silt Fence Inlet protection around catch basin Crushed stone for stabilization Stone check dam Install and maintain all stabilized construction entrances during construction. Install and maintain limit of disturbance demarcation throughout construction, see details. (typ.) Inlet protection at all catch basin structures (typ.) Install stone check dams in swale. See details Use erosion control matting where slopes exceed 3:1 Install silt fence downslope of all construction. Install J-hooks as needed per details. Install and maintain limit of disturbance demarcation throughout construction, see details. (typ.) Install silt fence downslope of all construction. Install J-hooks as needed per details.Use erosion control matting where slopes exceed 3:1 REFER TO SITE NOTES AND LEGEND SHEET C-1.0 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 S BO W D O I N S T . MEADOWLAND DR. EXISTING BIT. CONC. SHAR E D U S E P A T H EX I S T I N G 5 ' B I T . C O N C . S I D E W A L K T T LOT 7 3.96 AC. PARKING LOT GREEN SPACE COMPLIANCE TOTAL PARKING LOT AREA 10,780 S.F. GREEN SPACE REQUIRED 1,078 S.F. GREEN SPACE PROVIDED 1,240 S.F. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-4.0 PARKING LOT GREEN SPACE PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 PARKING AREA GREEN SPACE OVERALL PARKING AREA REFER TO SITE NOTES AND LEGEND SHEET C-1.0 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-1 CIVIL DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 3" clear (min.) 2" clear (min.) MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-2 CIVIL DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 SPECIFICATIONS: Plan Section 1" x 45° Chamfer Conduit Anchor Bolts Conduit, typ. Anchor Bolts PVC PVC 24" 6 ft. min. Bury depth NOTE: See Electrical Plans for electrical, conduit, light pole bolt pattern, and grounding design. - Concrete Minimum Strength 5000psi @ 28 days - Reinforcement per Specification. Reinforcing shall be ASTM A615 Grade 60 - PVC Conduit Supplied by Others - Anchor Bolts Supplied by Others - Weights Subject to Variation (4) #4 Vertical rebar #4 rebar @ 12" o.c. horizontal (No mesh reinforcing) 30" reveal in paved areas 3" reveal in lawn areas Finished grade Coordinate bolt configuration with light pole Maintain 3" clear (min.) for rebar from top, bottom, and sides Maintain 3" clear for rebar Weep hole for grounding conductor. 24" No. 6 soft drawn copper grounding conductor. Connect to grounding lug in pole. Weep hole. Install 1/2" flexible plastic conduit for #6 AWG soft copper grounding conductor. Connect to grounding electrode using an exothermic weld. 3/4" X 10' minimum copper clad grounding electrode Top of grounding electrode 12" minimum below ground level Coordinate the pole base diameter to be at least as large as the light pole trim Coordinate the pole base diameter to be at least as large as the light pole trim City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 HYDRANT ASSEMBLY NOT TO SCALE CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: HYDRANT ASSEMBLY Specifications Detail CHAMPLAIN WATER DISTRICT A-16 A-16 Hydrant Assembly.dwg JUNE 2019 Install Mirafi 500x stabilization fabric under precast thrust block and against Undisturbed soil Install and compact 34" crushed stone between stabilization fabric against undisturbed soil and precast concrete thrust block Include 4" Storz connection on fire hydrant pumper nozzle. See CWD Specifications. Lockable cast iron cover colored blue for standard pentagon wrench. Adjustable cast iron 5 1/4" diameter valve box 18"x18"x4" concrete collar in unpaved areas Tracer wire Bring each tracer lead to surface for connection. Attached each lead to the cover with stainless steel screws. Maintain sufficient slack to allow cover to be removed and leads accessed. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-3 CIVIL & WATER DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 PIPE 1 3000PSI CONCRETE THRUST BLOCK 3000PSI CONCRETE THRUST BLOCK 3000PSI CONCRETE THRUST BLOCK INSTALL POLYETHELENE WRAP TO PREVENT CONCRETE FROM BONDING TO PLUG AND HARDWARE THUS FACILITATING FUTURE REMOVAL TEE BEND TEE WITH PLUG NOTES: 1. CONCRETE NOT TO OVERLAP ANY JOINT. 2. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 3. ALL MECHANICAL JOINT FITTINGS TO HAVE RETAINER GLANDS. 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT NOT TO SCALE BEARING AREA PER SPECIFICATIONS BEARING AREA PER SPECIFICATIONS BEARING AREA PER SPECIFICATIONS 4. CONCRETE THRUST BLOCKS SHALL BE POURED TO PROPER DIMENSIONS USING SIDE FORMS. NOT TO SCALE TYPICAL TRENCH DETAIL CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: TYPICAL TRENCH DETAIL Specifications Detail CHAMPLAIN WATER DISTRICT A-1 A-1 Typical Trench.dwg April 2019 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT Minimum Area In Square Feet, Of Bearing Surface Required For Concrete Thrust Blocks NOTE: THRUST BLOCKS ON PIPE LARGER THAN 16" DIA. SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER θ UNDISTURBED SOIL D" SECTION NOTES: 1) BEARING SURFACE SHOULD, WHERE POSSIBLE BE PLACED AGAINST UNDISTURBED SOIL. WHERE IT IS NOT POSSIBLE, THE CRUSHED GRAVEL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 2) BLOCK HEIGHT SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. NOT TO SCALE BEARING AREA PER SPECIFICATIONS D D MIN 24" FOR 12" PIPE OR LARGER MIN 18" FOR 10" OR SMALLER CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: BEARING BLOCK Specifications Detail CHAMPLAIN WATER DISTRICT A-27 A-27 Bearing Block.dwg April 2019 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-4 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 11.00 POLYVINYL CHLORIDE (PVC) PIPE 11.1.PVC water pipe shall comply with AWWA C900 with minimum Pressure Class 235, DR18. 11.2.The installation of PVC pipe shall comply with installation procedures in AWWA C605. 11.3.Only tapping saddles manufactured specifically for PVC pipe shall be used. The service saddle shall be designed to provide a drip tight connection. The body shall be teflon or epoxy coated Ductile Iron with double stainless-steel straps, bolts, nuts, and mechanism for attaching to the pipe barrel (see Section 8.10). The maximum outlet size with a service saddle shall be two-inch (2”). Narrow U-bolt-type straps and saddles having lugs that dig into the pipe wall shall be prohibited. 11.4.A tracer wire is required for all PVC pipe installations. Tracer wire shall be 12AWG high strength copper clad steel conductor with blue polyethylene insulation by Copperhead Industries High Strength or approved equal. Tracer wire shall terminate at approved locations in valve boxes and covers designed for wire termination, Copperhead Access Point or equal. Tracer wire shall not be terminated in valve boxes designated for gate valve operation. 11.5.Any ferrous materials incorporated in the installation of PVC pipe shall be polyethylene encased. CIVIL & WATER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-5 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 · · · · · · ·√ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·¾ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · CIVIL & WATER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 Drop as required to meet new inverts shown on plans. Drop Outlet Plumbing Connection Detail Insulate all pipe trenches with less than 5' of cover Transition from plumbing pipe to new PVC SDR 35 beyond 10 feet from the building. Use appropriate coupling as allowed by the building code. (See Site Plan for sizes) N.T.S. Two 45° elbows flow See Plumbing Plans for pipe type Building foundation Finish grade 4' x 4' of 2" solid rigid insulation. (Owens Corning Foamular 400, or equal) Cast iron cleanout cover. See Cleanout detail above Wye Tee 12"±New roof drains or sanitary pipe. See Plumbing Plans for design and details within 5 ft of the building. finish floor varies New building Extend structural fill backfill at least 12 beyond back of tee and vertical pipe slope pipe 1/4"/ft min. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-6 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 CIVIL & SEWER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-7 CIVIL & STORMWATER DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-8 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 RISER (TYP.) SEE DETAIL Ø P I P E 2'-6" Ø PIPE 2'-6" Ø P I P E PLAN FRONT TYPICAL MANWAY DETAIL SCALE: N.T.S. NOTE: MANWAY DETAIL APPLICABLE FOR CMP SYSTEMS WITH DIAMETERS 48" AND LARGER. MANWAYS MAY BE REQUIRED ON SMALLER SYSTEMS DEPENDING ON ACTUAL SITE SPECIFIC CONDITIONS. NOTE: LADDERS ARE OPTIONAL AND ARE NOT REQUIRED FOR ALL SYSTEMS. 8 7 MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT FOUNDATION/BEDDING PREPARATION PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER. HAUNCH ZONE MATERIAL SHALL BE PLACED AND UNIFORMALLY COMPACTED WITHOUT SOFT SPOTS. BACKFILL WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT (16") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS, AS APPROVED BY SITE ENGINEER. 6 3 VA R I E S TYPICAL SECTION VIEW LINER OVER ROWS SCALE: N.T.S. LIMITS OF REQUIRED BACKFILL 20 MIL HDPE MEMBRANE LINER OVER TOP OF PIPE (IF REQUIRED) NOTE: IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED ON OR NEAR THE PROJECT, AN HDPE MEMBRANE LINER IS RECOMMENDED WITH THE SYSTEM. THE IMPERMEABLE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANGE IN THE SURROUNDING ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL INFORMATION. SYSTEM DIAMETER VARIES VARIES DETENTION SYSTEMS - CMP DETENTION / CMP DRAINAGE Material Location Description Material Designation Designation Rigid or Flexible Pavement (if applicable) Road Base (if applicable) Geotextile Layer Non-Woven Geotextile CONTECH C-40 or C-45 Engineer Decision for consideration to prevent soil migration into varying soil types Backfill Well graded granular material which may contain small amounts of silt or clay. AASHTO M 145- A-1, A-2, A-3 Placed in 8" +/- loose lifts and compacted to 90% Standard Proctor Per AASHTO T 99 Bedding Stone Well graded granular bedding material w/maximum particle size of 3" AASHTO M43 - 3,357,4,467, 5, 56, 57 Engineer to determine if bedding is required. Pipe may be placed on the trench bottom of a relatively loose, native suitable well graded & granular material. For Arch pipes it is recommended to be shaped to a relatively flat bottom or fine-grade the foundation to a slight v-shape. Unsuitable material should be over-excavated and re-placed with a 4"-6" layer of well graded & granular stone per the material designation. See AASHTO 26.3.8.1 / 26.5.3 Bedding info. Geotextile Layer Non-Woven Geotextile CONTECH C-40 or C-45 Engineer Decision for consideration to prevent soil migration into varying soil types Note: Backfill using controlled low-strength material (CLSM, "flash fill" or "flowable fill") when the spacing between the pipes will not allow for placement and adequate compaction of the backfill. 8 7 A 6 3 A * A 2 5 INITIAL FILL ENVELOPE1 HAUNCH ZONE CMP4 5 * 2 1 A INTERRUPTED BAR REPLACEMENT, SEE NOTE 6. STANDARD REINFORCING, SEE TABLE OPENING IN PROTECTION SLAB FOR CASTING #4 DIAGONAL TRIM BAR (TYP. 4 PLACES), SEE NOTE 7. ØA INTERRUPTED BAR REPLACEMENT, SEE NOTE 6. ØB OPENING IN PROTECTION SLAB FOR CASTING #4 DIAGONAL TRIM BAR (TYP. 4 PLACES), SEE NOTE 7. STANDARD REINFORCING, SEE TABLE GASKET MATERIAL SUFFICIENT TO PREVENT SLAB FROM BEARING ON RISER TO BE PROVIDED BY CONTRACTOR. 2 " C O V E R ( T Y P . ) ØB ACCESS CASTING TO BE PROVIDED AND INSTALLED BY CONTRACTOR. REINFORCING TABLE Ø CMP RISER A Ø B REINFORCING **BEARING PRESSURE (PSF) 24"Ø 4' 4'X4'26"#5 @ 12" OCEW #5 @ 12" OCEW 2,410 1,780 30"Ø 4'-6" 4'-6" X 4'-6"32"#5 @ 12" OCEW #5 @ 12" OCEW 2,120 1,530 36"Ø 5' 5' X 5'38"#5 @ 10" OCEW #5 @ 10" OCEW 1,890 1,350 42"Ø 5'-6" 5'-6" X 5'-6"44"#5 @ 10" OCEW #5 @ 9" OCEW 1,720 1,210 48"Ø 6' 6' X 6'50"#5 @ 9" OCEW #5 @ 8" OCEW 1,600 1,100 ** ASSUMED SOIL BEARING CAPACITY 1'- 0 " A 2" C O V E R (TY P . ) 2" C O V E R (TY P ) 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER. 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY. ØB MANHOLE CAP DETAIL SCALE: N.T.S. CONSTRUCTION LOADING DIAGRAM SCALE: N.T.S. NOTES ·ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. ·ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. ·ALL RISERS AND STUBS ARE 223" x 12" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. ·RISERS TO BE FIELD TRIMMED TO GRADE. ·QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. ·BAND TYPE TO BE DETERMINED UPON FINAL DESIGN. ·THE PROJECT SUMMARY IS REFLECTIVE OF THE DYODS DESIGN, QUANTITIES ARE APPROX. AND SHOULD BE VERIFIED UPON FINAL DESIGN AND APPROVAL. FOR EXAMPLE, TOTAL EXCAVATION DOES NOT CONSIDER ALL VARIABLES SUCH AS SHORING AND ONLY ACCOUNTS FOR MATERIAL WITHIN THE ESTIMATED EXCAVATION FOOTPRINT. ·THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR REGULATIONS. PLEASE CONTACT YOUR LOCAL CONTECH REP FOR MODIFICATIONS. TYPICAL RISER DETAIL SCALE: N.T.S. ELEVATION END TEMPORARY COVER FOR CONSTRUCTION LOADS HEIGHT OF COVER 8" 11" TYP. 2" 1" G A P ( T Y P . A L L SI D E S ) NOTES: 1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION. 2. DESIGN LOAD HS25. 3. EARTH COVER = 1' MAX. 4. CONCRETE STRENGTH = 3,500 psi 5. REINFORCING STEEL = ASTM A615, GRADE 60. 6. PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE SAME PLANE. A A 2" COVER (TYP) SECTION VIEW ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW Ø CMP RISER SCOPE THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE DESIGNED DETENTION SYSTEM DETAILED IN THE PROJECT PLANS. MATERIAL THE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS LISTED BELOW: ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M-274 OR ASTM A-92. THE GALVANIZED STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M-218 OR ASTM A-929. THE POLYMER COATED STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M-246 OR ASTM A-742. THE ALUMINUM COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M-197 OR ASTM B-744. CONSTRUCTION LOADS CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW THE MANUFACTURER'S OR NCSPA GUIDELINES. PIPE THE PIPE SHALL BE MANUFACTURED IN ACCORDANCE TO THE APPLICABLE REQUIREMENTS LISTED BELOW: ALUMINIZED TYPE 2: AASHTO M-36 OR ASTM A-760 GALVANIZED: AASHTO M-36 OR ASTM A-760 POLYMER COATED: AASHTO M-245 OR ASTM A-762 ALUMINUM: AASHTO M-196 OR ASTM B-745 HANDLING AND ASSEMBLY SHALL BE IN ACCORDANCE WITH NCSP'S (NATIONAL CORRUGATED STEEL PIPE ASSOCIATION) FOR ALUMINIZED TYPE 2, GALVANIZED OR POLYMER COATED STEEL. SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR ALUMINUM PIPE. INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II DIVISION II OR ASTM A-798 (FOR ALUMINIZED TYPE 2, GALVANIZED OR POLYMER COATED STEEL) OR ASTM B-788 (FOR ALUMINUM PIPE) AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. SPECIFICATION FOR DESIGNED DETENTION SYSTEM: NOTE: THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR REGULATIONS. PLEASE CONTACT YOUR LOCAL CONTECH REP FOR MODIFICATIONS. PIPE SPAN, INCHES AXLE LOADS (kips) MINIMUM COVER (FT) 18-50 50-75 75-110 110-150 12-42 48-72 78-120 126-144 2.0 3.0 3.0 3.5 2.5 3.0 3.5 4.0 3.0 3.5 4.0 4.5 3.0 4.0 4.0 4.5 STORAGE PIPE LAYOUT SCALE: 1"=10' DETAILS THIS SHEET PROVIDED BY: www.ContechES.com 800-338-1122 513-645-7000 513-645-7993 FAX 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CIVIL & STORMWATER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 64' 22' MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-9 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 CMP DETENTION INSTALLATION GUIDE PROPER INSTALLATION OF A FLEXIBLE UNDERGROUND DETENTION SYSTEM WILL ENSURE LONG-TERM PERFORMANCE. THE CONFIGURATION OF THESE SYSTEMS OFTEN REQUIRES SPECIAL CONSTRUCTION PRACTICES THAT DIFFER FROM CONVENTIONAL FLEXIBLE PIPE CONSTRUCTION. CONTECH ENGINEERED SOLUTIONS STRONGLY SUGGESTS SCHEDULING A PRE-CONSTRUCTION MEETING WITH YOUR LOCAL SALES ENGINEER TO DETERMINE IF ADDITIONAL MEASURES, NOT COVERED IN THIS GUIDE, ARE APPROPRIATE FOR YOUR SITE. FOUNDATION CONSTRUCT A FOUNDATION THAT CAN SUPPORT THE DESIGN LOADING APPLIED BY THE PIPE AND ADJACENT BACKFILL WEIGHT AS WELL AS MAINTAIN ITS INTEGRITY DURING CONSTRUCTION. IF SOFT OR UNSUITABLE SOILS ARE ENCOUNTERED, REMOVE THE POOR SOILS DOWN TO A SUITABLE DEPTH AND THEN BUILD UP TO THE APPROPRIATE ELEVATION WITH A COMPETENT BACKFILL MATERIAL. THE STRUCTURAL FILL MATERIAL GRADATION SHOULD NOT ALLOW THE MIGRATION OF FINES, WHICH CAN CAUSE SETTLEMENT OF THE DETENTION SYSTEM OR PAVEMENT ABOVE. IF THE STRUCTURAL FILL MATERIAL IS NOT COMPATIBLE WITH THE UNDERLYING SOILS AN ENGINEERING FABRIC SHOULD BE USED AS A SEPARATOR. IN SOME CASES, USING A STIFF REINFORCING GEOGRID REDUCES OVER EXCAVATION AND REPLACEMENT FILL QUANTITIES. GRADE THE FOUNDATION SUBGRADE TO A UNIFORM OR SLIGHTLY SLOPING GRADE. IF THE SUBGRADE IS CLAY OR RELATIVELY NON-POROUS AND THE CONSTRUCTION SEQUENCE WILL LAST FOR AN EXTENDED PERIOD OF TIME, IT IS BEST TO SLOPE THE GRADE TO ONE END OF THE SYSTEM. THIS WILL ALLOW EXCESS WATER TO DRAIN QUICKLY, PREVENTING SATURATION OF THE SUBGRADE. FOR LARGE SYSTEMS, CONVEYOR SYSTEMS, BACKHOES WITH LONG REACHES OR DRAGLINES WITH STONE BUCKETS MAY BE USED TO PLACE BACKFILL. ONCE MINIMUM COVER FOR CONSTRUCTION LOADING ACROSS THE ENTIRE WIDTH OF THE SYSTEM IS REACHED, ADVANCE THE EQUIPMENT TO THE END OF THE RECENTLY PLACED FILL, AND BEGIN THE SEQUENCE AGAIN UNTIL THE SYSTEM IS COMPLETELY BACKFILLED. THIS TYPE OF CONSTRUCTION SEQUENCE PROVIDES ROOM FOR STOCKPILED BACKFILL DIRECTLY BEHIND THE BACKHOE, AS WELL AS THE MOVEMENT OF CONSTRUCTION TRAFFIC. MATERIAL STOCKPILES ON TOP OF THE BACKFILLED DETENTION SYSTEM SHOULD BE LIMITED TO 8- TO 10-FEET HIGH AND MUST PROVIDE BALANCED LOADING ACROSS ALL BARRELS. TO DETERMINE THE PROPER COVER OVER THE PIPES TO ALLOW THE MOVEMENT OF CONSTRUCTION EQUIPMENT SEE TABLE 1, OR CONTACT YOUR LOCAL CONTECH SALES ENGINEER. WHEN FLOWABLE FILL IS USED, YOU MUST PREVENT PIPE FLOATATION. TYPICALLY, SMALL LIFTS ARE PLACED BETWEEN THE PIPES AND THEN ALLOWED TO SET-UP PRIOR TO THE PLACEMENT OF THE NEXT LIFT. THE ALLOWABLE THICKNESS OF THE CLSM LIFT IS A FUNCTION OF A PROPER BALANCE BETWEEN THE UPLIFT FORCE OF THE CLSM, THE OPPOSING WEIGHT OF THE PIPE, AND THE EFFECT OF OTHER RESTRAINING MEASURES. THE PIPE CAN CARRY LIMITED FLUID PRESSURE WITHOUT PIPE DISTORTION OR DISPLACEMENT, WHICH ALSO AFFECTS THE CLSM LIFT THICKNESS. YOUR LOCAL CONTECH SALES ENGINEER CAN HELP DETERMINE THE PROPER LIFT THICKNESS. CONSTRUCTION LOADING TYPICALLY, THE MINIMUM COVER SPECIFIED FOR A PROJECT ASSUMES H-20 LIVE LOAD. BECAUSE CONSTRUCTION LOADS OFTEN EXCEED DESIGN LIVE LOADS, INCREASED TEMPORARY MINIMUM COVER REQUIREMENTS ARE NECESSARY. SINCE CONSTRUCTION EQUIPMENT VARIES FROM JOB TO JOB, IT IS BEST TO ADDRESS EQUIPMENT SPECIFIC MINIMUM COVER REQUIREMENTS WITH YOUR LOCAL CONTECH SALES ENGINEER DURING YOUR PRE-CONSTRUCTION MEETING. ADDITIONAL CONSIDERATIONS BECAUSE MOST SYSTEMS ARE CONSTRUCTED BELOW-GRADE, RAINFALL CAN RAPIDLY FILL THE EXCAVATION; POTENTIALLY CAUSING FLOATATION AND MOVEMENT OF THE PREVIOUSLY PLACED PIPES. TO HELP MITIGATE POTENTIAL PROBLEMS, IT IS BEST TO START THE INSTALLATION AT THE DOWNSTREAM END WITH THE OUTLET ALREADY CONSTRUCTED TO ALLOW A ROUTE FOR THE WATER TO ESCAPE. TEMPORARY DIVERSION MEASURES MAY BE REQUIRED FOR HIGH FLOWS DUE TO THE RESTRICTED NATURE OF THE OUTLET PIPE. 1 2 3 4 5 678910 1514131211 GEOGRID WASN'T USED GEOGRID UNDERCUT AND REPLACE UNSUITABLE SOILS EMBANKMENT GEOGRID USED TO REDUCE THE AMOUNT OF UNDERCUT BEDDING COVER EMBANKMENT LIVE LOAD BEDDING - WELL GRADED GRANULAR AND SMALLER BACKFILL - WELL GRADED 34" GRANULAR AND SMALLER GEOTEXTILE SEPARATION (ABOVE AND BELOW BEDDING) WITH UNIFORMLY GRADED BEDDING LAYER. PIPE A PIPE B PIPE C PIPE D BEDDING8" LOOSE LIFTS EMBANKMENT MAXIMUM UNBALANCE LIMITED TO 2 LIFTS (APPROX. 16") EMBANKMENT TYPICAL BACKFILL SEQUENCE EMBANKMENT PAVED PARKING LOT STAGE POURS AS REQUIRED TO CONTROL FLOATATION AND PIPE DISTORTION/DISPLACEMENT CLSM WEIGHTED PIPE WITH MOBILE CONCRETE BARRIERS (OR OTHER REMOVABLE WEIGHTS) BACKFILL CATCH BASIN INLET WATER WATER WATER ELEVATION IN DETENTION SYSTEM FINISHED FUNCTIONING SYSTEM OUTLET CONTROL THE PROJECT'S ENGINEER OF RECORD IS TO EVALUATE WHETHER SALTING AGENTS WILL BE USED ON OR NEAR THE PROJECT SITE, AND USE HIS/HER BEST JUDGEMENT TO DETERMINE IF ANY ADDITIONAL PROTECTIVE MEASURES ARE REQUIRED. BELOW IS A TYPICAL DETAIL SHOWING THE PLACEMENT OF A GEOMEMBRANE BARRIER FOR PROJECTS WHERE SALTING AGENTS ARE USED ON OR NEAR THE PROJECT SITE. LIMITS OF REQUIRED BACKFILL 20 MIL PE IMPERMEABLE LINER OVER TOP OF PIPE (12" FOR 12"Ø - 96"Ø) 18" FOR 102Ø AND >) BACKFILL PLACEMENT MATERIAL SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL-SLICING, RODDING, AIR TAMPER, VIBRATORY ROD, OR OTHER EFFECTIVE METHODS. IN-SITU TRENCH WALL IF EXCAVATION IS REQUIRED, THE TRENCH WALL NEEDS TO BE CAPABLE OF SUPPORTING THE LOAD THAT THE PIPE SHEDS AS THE SYSTEM IS LOADED. IF SOILS ARE NOT CAPABLE OF SUPPORTING THESE LOADS, THE PIPE CAN DEFLECT. PERFORM A SIMPLE SOIL PRESSURE CHECK USING THE APPLIED LOADS TO DETERMINE THE LIMITS OF EXCAVATION BEYOND THE SPRING LINE OF THE OUTER MOST PIPES. IN MOST CASES THE REQUIREMENTS FOR A SAFE WORK ENVIRONMENT AND PROPER BACKFILL PLACEMENT AND COMPACTION TAKE CARE OF THIS CONCERN. GEOMEMBRANE BARRIER A SITE'S RESISTIVITY MAY CHANGE OVER TIME WHEN VARIOUS TYPES OF SALTING AGENTS ARE USED, SUCH AS ROAD SALTS FOR DEICING AGENTS. IF SALTING AGENTS ARE USED ON OR NEAR THE PROJECT SITE, A GEOMEMBRANE BARRIER IS RECOMMENDED WITH THE SYSTEM. THE GEOMEMBRANE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM THE USE OF SUCH AGENTS INCLUDING PREMATURE CORROSION AND REDUCED ACTUAL SERVICE LIFE. IF AASHTO T99 PROCEDURES ARE DETERMINED INFEASIBLE BY THE GEOTECHNICAL ENGINEER OF RECORD, COMPACTION IS CONSIDERED ADEQUATE WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR, OR UNDER FOOT, AND THE GEOTECHNICAL ENGINEER OF RECORD (OR REPRESENTATIVE THEREOF) IS SATISFIED WITH THE LEVEL OF COMPACTION. CMP DETENTION SYSTEM INSPECTION AND MAINTENANCE UNDERGROUND STORMWATER DETENTION AND INFILTRATION SYSTEMS MUST BE INSPECTED AND MAINTAINED AT REGULAR INTERVALS FOR PURPOSES OF PERFORMANCE AND LONGEVITY. INSPECTION INSPECTION IS THE KEY TO EFFECTIVE MAINTENANCE OF CMP DETENTION SYSTEMS AND IS EASILY PERFORMED. CONTECH RECOMMENDS ONGOING, ANNUAL INSPECTIONS. SITES WITH HIGH TRASH LOAD OR SMALL OUTLET CONTROL ORIFICES MAY NEED MORE FREQUENT INSPECTIONS. THE RATE AT WHICH THE SYSTEM COLLECTS POLLUTANTS WILL DEPEND MORE ON SITE SPECIFIC ACTIVITIES RATHER THAN THE SIZE OR CONFIGURATION OF THE SYSTEM. INSPECTIONS SHOULD BE PERFORMED MORE OFTEN IN EQUIPMENT WASHDOWN AREAS, IN CLIMATES WHERE SANDING AND/OR SALTING OPERATIONS TAKE PLACE, AND IN OTHER VARIOUS INSTANCES IN WHICH ONE WOULD EXPECT HIGHER ACCUMULATIONS OF SEDIMENT OR ABRASIVE/ CORROSIVE CONDITIONS. A RECORD OF EACH INSPECTION IS TO BE MAINTAINED FOR THE LIFE OF THE SYSTEM MAINTENANCE CMP DETENTION SYSTEMS SHOULD BE CLEANED WHEN AN INSPECTION REVEALS ACCUMULATED SEDIMENT OR TRASH IS CLOGGING THE DISCHARGE ORIFICE. ACCUMULATED SEDIMENT AND TRASH CAN TYPICALLY BE EVACUATED THROUGH THE MANHOLE OVER THE OUTLET ORIFICE. IF MAINTENANCE IS NOT PERFORMED AS RECOMMENDED, SEDIMENT AND TRASH MAY ACCUMULATE IN FRONT OF THE OUTLET ORIFICE. MANHOLE COVERS SHOULD BE SECURELY SEATED FOLLOWING CLEANING ACTIVITIES. CONTECH SUGGESTS THAT ALL SYSTEMS BE DESIGNED WITH AN ACCESS/INSPECTION MANHOLE SITUATED AT OR NEAR THE INLET AND THE OUTLET ORIFICE. SHOULD IT BE NECESSARY TO GET INSIDE THE SYSTEM TO PERFORM MAINTENANCE ACTIVITIES, ALL APPROPRIATE PRECAUTIONS REGARDING CONFINED SPACE ENTRY AND OSHA REGULATIONS SHOULD BE FOLLOWED. ANNUAL INSPECTIONS ARE BEST PRACTICE FOR ALL UNDERGROUND SYSTEMS. DURING THIS INSPECTION, IF EVIDENCE OF SALTING/DE-ICING AGENTS IS OBSERVED WITHIN THE SYSTEM, IT IS BEST PRACTICE FOR THE SYSTEM TO BE RINSED, INCLUDING ABOVE THE SPRING LINE SOON AFTER THE SPRING THAW AS PART OF THE MAINTENANCE PROGRAM FOR THE SYSTEM. MAINTAINING AN UNDERGROUND DETENTION OR INFILTRATION SYSTEM IS EASIEST WHEN THERE IS NO FLOW ENTERING THE SYSTEM. FOR THIS REASON, IT IS A GOOD IDEA TO SCHEDULE THE CLEANOUT DURING DRY WEATHER. THE FOREGOING INSPECTION AND MAINTENANCE EFFORTS HELP ENSURE UNDERGROUND PIPE SYSTEMS USED FOR STORMWATER STORAGE CONTINUE TO FUNCTION AS INTENDED BY IDENTIFYING RECOMMENDED REGULAR INSPECTION AND MAINTENANCE PRACTICES. INSPECTION AND MAINTENANCE RELATED TO THE STRUCTURAL INTEGRITY OF THE PIPE OR THE SOUNDNESS OF PIPE JOINT CONNECTIONS IS BEYOND THE SCOPE OF THIS GUIDE. DETAILS THIS SHEET PROVIDED BY: www.ContechES.com 800-338-1122 513-645-7000 513-645-7993 FAX 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CIVIL & STORMWATER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 1.ALL AREA DISTURBED AND ALL AREAS WITHIN THE CLEARING LIMITS SHALL BE GRADED AND COVERED WITH A MINIMUM OF 4" OF LOAM TOPSOIL. THE AREAS TO BE LOAMED SHALL BE FREE AND CLEAR OF ROOTS, WASTE MATERIAL AND OTHER DELETERIOUS MATERIAL. TOPSOIL SHALL BE SPREAD AND LIGHTLY COMPACTED TO A DEPTH OF 4". TOPSOIL SHALL BE APPROVED BY THE ENGINEER. ALL SIDE SLOPES ARE TO BE LOAMED. 2.ALL TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH SECTION 651 OF THE VT STANDARD SPECIFICATIONS 2018 AND THE TOWN'S SPECIFICATIONS. MULCHING SHALL FOLLOW SEEDING BY NO MORE THAN 24 HOURS. 3.ALL CUT SLOPES SHALL BE NO STEEPER THAN 2.0H ON 1.0V. ALL FILL SLOPES SHALL BE NO STEEPER THAN 2.0H ON 1.0V. 4.THE CONTRACTOR SHALL NOT DISTURB ANY GROUND BETWEEN OCTOBER 15TH BETWEEN APRIL 15TH WINTER MONTHS, UNLESS APPROVED BY THE ENGINEER. 5.TEMPORARY SILT FENCE SHALL BE ERECTED PRIOR TO ANY CLEARING OR CONSTRUCTION. FENCING MAY BE ERECTED IN PHASES, BUT IN NO CASE SHALL GROUND DISTURBANCE PROCEED FENCING. SPECIAL AREAS MAY BE DESIGNATED BY THE OWNER FOR PRESERVATION OF EXISTING TREES. THESE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE NO DAMAGE IS DONE TO DESIGNATED TREES. 6.EXISTING PLANTINGS ARE LOCATED IN GENERAL AREAS AS SHOWN ON THIS PLAN. CONTRACTOR SHALL PROTECT PLANTINGS SO AS NOT TO DAMAGE THESE OR THEIR ROOT SYSTEMS. 7.SLOPE STABILITY BASED UPON UNSATURATED SOIL CONDITIONS. IF DURING CONSTRUCTION SATURATED SOILS ARE ENCOUNTERED, CONTACT THE ENGINEER IMMEDIATELY. GENERAL GRADING AND SITE WORK NOTES ®™ ™ ™ ®™ ®™ ® ™ ™ ® ™ PERMANENT SEED MIX SHALL BE USED AS EARLY AS PRACTICABLE BETWEEN 5/15 AND 9/15 AND SHALL MEET THE FOLLOWING CRITERIA: SEED % WEIGHT CREEPING RED FESCUE 40% KENTUCKY BLUEGRASS 30% PERRENNIAL RYEGRASS 30% SEEDING SPECIFICATIONS Hydroseed Additives: Fertilizer: 19-19-19 75 lbs per 1,000 gallons of water Lime: 100 lbs. per 1,000 gallons of water Mulch: 300 lbs. per 1,000 gallons of water. Tacifer: 5 lbs. per 1,000 gallons of water. If hydroseeding is used for temporary stabilization measures for turf establishment. Specifications are: 1.Areas having soil compaction as a result of construction shall have any crushed stone removed and the subgrade shall be roto-tilled prior to placing topsoil. Refer to the Post Construction Soil Depth and Quality Requirements. 2.If hand seeding, only straw mulch is to be used and secured by netting either organic or inorganic. If inorganic is used, it must be removed before the first mowing. 3.Starter fertilizer shall be applied at the manufacturer's suggested rate at the time of seeding. Fertilizer application will not be allowed in sensitive areas and adjacent to drainage ways as determined by the Engineer. 4.Watering is to be done by the Contractor and is to last for the duration of the warranty period to maintain proper growth. All apparatus necessary to apply the water must be furnished by the Contractor (i.e. hoses, sprinklers, etc.). 5.Staking of all topsoiled areas to control foot traffic will be required. Unless otherwise specified, acceptable staking materials will be grade stakes and twine or string with flagging attached for visibility. 6.A guarantee through the first mowing is required with any sparse or bare areas larger than 1 sq. ft. to be redone. 7.The Contractor is responsible for the first mowing. After the first mowing and prior to the Owner taking responsibility for the lawn areas the Contractor and an Owner's Representative shall meet to inspect the vegetation establishment. 8.Contractor is responsible for all topsoil to complete the project as shown. If existing volume of topsoil is inadequate, the Contractor, at no cost to the Owner, shall purchase offsite approved topsoil as necessary. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-10 CIVIL & EPSC DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-11 CIVIL & EPSC DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 ET C ET C ET C ET C ET C EX. HYDRANT 8" D.I. 36' OF 8" D.I. WATER SERVICE W/ CAP & THRUST BLOCK S S S S D D 15" HDPE 15" HDPE EX I S T I N G S T O R M W A T E R P O N D 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 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 . W A T E R M A I N 10" D.I. WATER MAIN 76 ' X 3 ' X 6 ' C O N C R E T E B O X C U L V E R T 8" 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 " H D P E B O W D O I N S T . MEADOWLAND DR. T H O M P S O N S T . APPROXIMATE LIMITS OF SOIL STOCKPILE 50' SETBACK 50 ' S E T B A C K 35' SETBACK 351 35 0 35 0 350 34 9 34 9 34 8 34 8 34 8 348347 3 4 7 34 7 347 346 346 346 345 3 4 5 345 344 344 3 4 4 344 343 34 3 3 4 3 343 342 34 2 3 4 2 342 341 34 1 3 4 1 341 340 340 339 339 338 338 337 33 7 33 6 SIG N SPR I N G ? 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 EX. CB RIM 341.4 INV. 339.3 (4" E) INV. 336.3 (18" E) INV. 336.3 (18" S) INV. 336.2 (18" NW) 34 0 33 8 33 9 349 345 346 339 341 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE 710.87' 715.19' 23 0 . 2 2 ' 23 0 . 5 1 ' LOT 7 3.96 AC. 8" D . I . 2" LOCUST PO T A S H B R O O K 200.0' (SPA ZONE 2)SPA ZONE 3 200.0' (SPA ZONE 2) SPA ZONE 3 This project is located within the SPA for the Champlain Water District WSID VT0005092. In the event of a hazardous spill or release during future construction or any proposed activities at this site, the Applicant should notify the public water system and have the water system's contact information readily available at the project site and with the project contractor(s). MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont X-1 EXISTING CONDITIONS PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space City Submittal OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 Existing fill in wetland buffer to be removed Existing fill in wetland buffer to be removed 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.3 0.5 0.4 0.6 0.7 0.7 0.7 0.7 0.6 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.4 0.7 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.3 0.1 0.1 0.2 0.5 1.0 1.1 1.2 1.2 1.1 1.0 1.0 1.1 1.4 0.8 0.7 0.3 0.2 0.1 0.1 0.2 0.4 0.7 0.9 1.1 1.2 1.2 1.2 1.0 1.0 1.2 1.5 1.4 0.6 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.4 0.5 0.7 0.8 0.9 1.0 1.3 1.4 1.3 1.1 1.1 1.3 1.3 1.0 0.4 0.3 0.3 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.5 1.8 1.8 1.3 1.1 1.2 1.2 1.2 1.1 0.7 0.6 0.2 0.1 0.2 0.3 0.6 0.8 0.7 0.8 0.9 1.0 1.1 1.1 1.3 2.3 2.7 2.0 1.4 1.2 1.2 1.3 1.4 1.3 0.5 0.2 0.1 0.1 0.2 0.3 0.6 1.0 1.2 1.1 1.1 1.3 1.6 1.7 1.5 1.4 2.6 3.3 2.8 1.9 1.4 1.2 1.2 1.3 1.0 0.4 0.2 0.1 0.1 0.1 0.2 0.4 0.5 0.8 1.1 1.3 1.5 1.7 2.2 2.8 2.3 1.7 1.3 1.6 2.7 2.7 2.3 1.7 1.2 1.1 0.9 0.8 0.5 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.4 1.7 2.1 2.9 3.4 2.7 1.5 1.2 1.5 1.8 2.5 2.2 1.8 1.3 1.0 0.8 0.6 0.4 0.3 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.4 1.9 2.4 2.6 2.6 2.4 2.4 2.1 1.9 2.0 2.0 1.7 1.4 1.0 0.7 0.5 0.4 0.3 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.9 1.0 1.2 1.8 2.3 3.1 3.0 2.2 1.8 1.7 1.7 1.5 1.2 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 1.0 1.3 1.5 2.4 1.9 1.2 1.2 1.2 1.3 1.3 1.0 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 1.2 2.6 2.5 0.8 0.7 0.6 0.9 1.3 1.1 1.0 0.8 0.6 0.7 1.5 0.7 0.1 0.3 1.9 0.9 2.0 0.1 0.1 0.4 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 3.7 A7 A7 A7 A7 S1 S1 SW1 SW2 SW2 SW2 S2 SW2 Plan View Scale - 1" = 20ft ME A D O W L A N D S S I T E L I G H T I N G Designer S. KIMBALL Date 10/10/2023 Scale Not to Scale Drawing No. 1 of 1 Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Per Lamp Lumen Multiplie r Light Loss Factor Wattage Efficiency Distribut ion Plot Notes S1 2 Lithonia Lighting DSX0 LED P1 40K 80CRI TFTM D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Forward Throw 1 DSX0_LED_P1_ 40K_80CRI_TFT M.ies 4493 1 0.9 33.21 100% TYPE IV, SHORT, BUG RATING: B1 - U0 - G2 S2 1 Lithonia Lighting DSX0 LED P1 40K 80CRI T3M D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Type 3 Medium 1 DSX0_LED_P1_ 40K_80CRI_T3 M.ies 4396 1 0.9 33.21 100% TYPE IV, MEDIUM, BUG RATING: B1 - U0 - G2 A7 4 Juno Lighting JSF 7IN 10LM SWW5 90CRI MVOLT ZT - 35K 7" Round Edgelit Surface Mount, 5CCT Switchable White, MVOLT ZT, 35K 1 JSF_7IN_10LM_ SWW5_90CRI_ MVOLT_ZT__- _35K.ies 1232 1 0.9 11.65 100% DIRECT, SC- 0=1.26, SC- 90=1.24 SW1 1 Lithonia Lighting DSX0 LED P1 40K 80CRI T5W @ 12' D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Type 5 Wide 1 DSX0_LED_P1_ 40K_80CRI_T5 W.ies 4665 1 0.9 33.21 100% TYPE VS, BUG RATING: B3 - U0 - G1 SW2 4 Lithonia Lighting DSX0 LED P1 40K 80CRI T3M D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Type 3 Medium 1 DSX0_LED_P1_ 40K_80CRI_T3 M.ies 4396 1 0.9 33.21 100% TYPE IV, MEDIUM, BUG RATING: B1 - U0 - G2 DATE: 08.09.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A1-1.0 DESIGN - 10 255 DRAWN: PJC 155-1 X X X X X XXXX XX REF. REF. 113-1 61 sq ft MECHANICAL 116 993 sq ft F.O.H. CIRCULATION 101 DOG SCALE DOG SCALE 115-2 114-2 66 sq ft ENTRY 100 154 sq ft MANAGER 107 134 sq ft ISO 138 183 sq ft DOG WAITING 106 186 sq ft LAB 144 221 sq ft RETAIL 102 61 sq ft KIDS 103 195 sq ft RECEPTION 105 67 sq ft ADA WC 119 122 sq ft COMFORT RM 113 189 sq ft FOOD/RETAIL STORAGE 124 123 sq ft X-RAY 145 293 sq ft DOCTOR'S OFFICE 133 120 sq ft CAT KENNELS 134 527 sq ft DOG RUNS 137 179 sq ft SURGERY 141 237 sq ft DENTAL 139 104 sq ft DOG EXAM 112 99 sq ft DOG EXAM 111 89 sq ft CAT EXAM 120 96 sq ft ULTRASOUND 146 103 sq ft BLOOD DRAW/ TRANSITION 118 43 sq ft RECEIVING 115 89 sq ft CAT EXAM 122 89 sq ft CAT EXAM 121 100 sq ft DOG EXAM 109 100 sq ft DOG EXAM 110 100 sq ft DOG EXAM 108 97 sq ft PHARMACY 123 124-1 107-2 123-2 123-1 124-2 119-1 120-1 121-1 122-1 110-1 109-1 108-1 116-1 146-1 145-2 145-1 139-1 138-1 135-1 150-3 137-1 115-1 141-1 499 sq ft STAFF BREAK 151 147 sq ft QUIET ROOM 153 151-1 154-1 138 sq ft KITCHEN 152 SHELVING, TBD DWDW 3'-0" TYP. REF. 6'-0", TYP. EXAM TABLE PROVIDED BY OWNER MOBILE EXAM TABLE PROVIDED BY OWNER MOBILE EXAM TABLE PROVIDED BY OWNER MOBILE LIFT EXAM TABLE PROVIDED BY OWNER DW C O PIER SHELVING, TBD SHELVING, TBD SHELVING, TBD SHELVING, TBD SHELVING, TBD SHELVING, TBD DW SHELVES BY OWNERSHELVES BY OWNER SHELVES BY OWNERSHELVES BY OWNER (OXYGEN) 15 sq ft JAN. 117 FREEZER 978 sq ft B.O.H. CIRCULATION 130 118-1 117-1 130-1 142-1 95 sq ft HR ROOM 135 276 sq ft TREATMENT 143 150-4 134-1 133-2 133-1 132-1 63 sq ft ELECTRICAL 132 131-1 4'-6"9'-0"9'-0"9'-0"9'-0"4'-6"9'-0"4'-6"5'-6"8'-0"9'-6"7'-6"6'-0"6'-0"6'-0"7'-6"6'-6"4'-6"9'-0"9'-0"4'-6" EQ, TYP. EQ, TYP. 63'-0"18'-0" 4'-6"9'-0"4'-6" 5'-0" 4'-0"5'-4"9'-8"9'-0"9'-0"9'-0" 9'-3" 9'-0" 3'-0"17'-5 1/4"3'-2 1/2" R.O. 11'-10 1/4"6'-0"8'-6"37'-0" 8'-6" 9'-0" 9'-0" 9'-0" 5'-6"9'-6"9'-6"8'-7 1/2"3'-2 1/2" R.O. 6'-8" 8'-4" 3'-2 1/2" R.O. 5'-9 1/2" 10'-0" 21'-5" SLAB 8 1/4" 5'-7 1/2" R.O. 4'-8 1/2"8"5'-7 1/2" R.0. 8"1'-8 1/2"EQ, TYP.EQ, TYP. EQ, TYP.EQ, TYP. 8'-0 1/2" 1'-6" B.O.H. PHARMACY CAGES RECOVERY RECOVERY 4 1/4" 6'-11" 6'-11" 6'-11" 8'-7 1/4"1 3/4" DD E E E D D 114-1 EFDDDDD 100-2 D D D D D DDABBB C A A A A 138-2 F F F F F 150-1 150-2 AAA 151-2 D A DDD 153-1 137-2 8'-3" 32'-0" 7'-2" 8" 9'-1" SLAB 5'-0"3'-6" 13'-6" 18'-8 1/4" SLAB 12'-8 1/4" SLAB 4'-3" 8'-6" 8'-6" 8'-6" 4'-3" 5'-8" 111-1 107-1 112-1 ROOF ACCESSREF. REF. A5-2.0 4c 4d 4a 4b A5-1.0 1a 1b 1c 1d A5-2.02 A5-2.0 3c 3b 3a 3dA5-3.0 7b 7aA5-3.0 7c A5-3.08a 8b 8c A5-2.0 6b 6a A5-2.0 5 A5-3.0 10a 10b 10c 10d A5-3.0 11a 11b 11c 11d A5-3.0 14 A5-4.0 15a 15b 15c 15d A5-4.0 16a 16b A5-4.0 17a 17b A5-4.0 18c 18a 18b A5-4.0 19a 19b 19c A5-5.0 20a 20b 20c 20d A5-5.0 20e A5-5.020f A5-6.0 24a 24b A5-6.024c A5-6.025 A5-6.0 23a 23b 23c A5-7.0 26a26b A5-3.0 9b 9a A5-3.0 13 A5-3.0 12 A5-7.0 28c 28b 28a 27a A5-7.0 27c27d 27b A5-7.0 29c 29b 29a 29d A5-8.0 30b 30a A5-8.0 31c 31d 31a 31b A5-5.0 22b22a A5-5.0 21c 21d21b 21a 100-1 226 sq ft LAUNDRY / STORAGE 142 1'-0" 5'-6" SHELF @ 24" high & SHELF @ 48" high. prep for future x-ray arm 54 sq ft STAFF WC 154 70 sq ft ADA WC w/ SHOWER 155 CENTER DOOR ON DOOR 151-2 2'-9 1/2"7'-1 1/4"10'-11"3 1/2" 19'-0 1/2" 3 1/2"5'-1 1/2" 3 1/2" 8'-4" 1 1/2" 4'-1 1/2" 3'-2 1/4" 3'-0 1/2" 6'-3" 3 1/2" 7'-2 1/2" 256 sq ft STAFF ENTRY 150 6'-9" 7'-3 1/2" 7'-0 1/2"10'-4" 3 1/2" 24'-11" 11'-9" 3 1/2" 5'-6" 3 1/2" 8'-3" 3 1/2" 2'-11" 3 1/2"3'-10" 3 1/2" 17'-0 3/4" 3 1/2" 12'-7 1/4" 5 1/2" 10'-1 1/2" 11'-8 1/2"5 1/2"3'-11"3'-11" 3'-6 1/2"3'-6 3/4" 4'-11" 3 1/2" 10'-4" 3 1/2" 1'-2" 3 1/2" 10'-7 1/2" 5 1/2" 10'-10 1/2" 5 1/2" 8'-9 1/2"5'-1" 5 1/2" 18'-0" 3 1/2" 11'-4 1/2"5 1/2" 5'-6"18'-10"7" 3 1/2" 5'-4 1/2" 3 1/2" 5'-1 1/2" 9'-2 1/2" 9" 3'-9 1/2" 5 1/2" 3'-2" 9" 91 sq ft PACK/PREP 140 4'-5 1/2" 11'-4"9"11'-9 1/2" 3 1/2" 24'-11" 4'-4" 4'-2" 5'-11 1/2" 6'-4" 8 1/2" 9'-10"2'-3" 3'-11"7'-4 1/2"5 1/2"4'-4" 9'-0" 3 1/2" 4'-4"3 1/2" 9'-2" 3 1/2" 1 1 1 7'-5" 5 1/2" 14'-7" 4'-4"3'-10" 12'-3" 11'-11" 3" 2'-4 3/4"3'-11" 2'-6 1/2" 5 1/2" 6'-7 1/2" 5'-11 1/2" 5 1/2" 24'-3" 5'-6 1/2" CENTER DOORS ON DOOR 114-1 2'-4" 5 1/2" 8'-3 1/2" 5 1/2" 11'-4" 5 1/2" 3'-10 1/2" 6'-0" 3 1/2" 43 sq ft UTILITY 131 55 sq ft DELIVERY 114 3 1/2" 2'-8 1/2"3 1/2" 6'-3 3/4" 9 1/4"10'-0 1/2"3 1/2" CENTER DOORS ON DOOR 117-1 4'-7 1/4" 8'-0 1/2" 1 11'-8" 3 1/2" 8'-6 1/2" 5 1/2"5 1/2" 8'-6 1/2" 134 sq ft CAT WAITING 104 5 1/2" 8'-6 1/2" 5 1/2" 12'-7" 4'-0 1/2"5 1/2" 5'-0" 3 1/2" 3'-10 1/2" 3 1/2" 3 1/2" 12'-3" 1'-6" 5'-1" 11'-6 1/2" 3 1/2" 10'-6" 3 1/2" 3 1/2" 5'-1" 2'-1" CENTER DOOR ON DOOR 145-2 9'-0" 5 1/2" 8'-6 1/2" 5 1/2"8'-6 1/2" 5 1/2" 8'-6 1/2" 5 1/2" 8'-6 1/2" 5 1/2" 17'-1"5 1/2" 8'-6" 3 1/2" 13'-6 1/2" 7 1/2" 5'-6" 9" 5 1/2"8'-6 1/2" 5'-6"1'-7" 2'-5 1/2" 9'-0" 1'-8" 2'-2"3 1/2" 2'-4" 2'-6 1/4" (2) INTERIOR LONG-TERM BIKE PARKING SPACES A C B D E F 1 2 3.1 3 4 5 6 C E 6 7 8 9 27'-0"11'-0" 10'-0"50'-0" 49'-0"18'-0"45'-0"18'-0" 10'-8" 34'-0" 12'-0" 42'-8" 34'-0" A A3-1.0 A A3-1.0 B A3-2.0 B A3-2.0 E A3-5.0 E A3-5.0 D A3-4.0 D A3-4.0 F A3-5.0 F A3-5.0 C A3-3.0 C A3-3.0 FIRST FLOOR PLAN Scale: 3/16" = 1'-0"0 10 15 20 FT DATE: 06.14.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A1-3.0 DESIGN - 10 255 DRAWN: PJC 1/2" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT ROOF HATCH 1/4" PER FT 1/4" PER FT 1/2" PER FT 1/2" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT SCUPPER, TYP. SCUPPER, TYP. PONTENTIAL SOLAR READY ROOF AREAS (3,592 SF TOTAL) A C B D E F 1 2 3.1 3 4 5 6 C E 6 7 8 9 27'-0"11'-0" 10'-0"50'-0" 49'-0"18'-0"45'-0"18'-0" 10'-8" 34'-0" 12'-0" 42'-8" 34'-0" A A3-1.0 A A3-1.0 B A3-2.0 B A3-2.0 E A3-5.0 E A3-5.0 D A3-4.0 D A3-4.0 F A3-5.0 F A3-5.0 C A3-3.0 C A3-3.0 ROOF PLAN Scale: 3/16" = 1'-0"0 10 15 20 FT DATE: 08.09.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A2-1.0 DESIGN - 10 255 DRAWN: PJC WEST ELEVATION Scale: 3/16" = 1'-0"2 11 6 6 3 6 4 3 6 1 6 4 4 6 4 6 7 7 5 6 2 SOUTH ELEVATION Scale: 3/16" = 1'-0"1 1 16 6 3 6 7 4 5 T.O. 1ST FLOOR SLAB 100'-0"(349.0 SITE ELEV.) T.O. LOWER ROOF SHEATHING 110'-2 5/8" T.O. UPPER CLERESTORY ROOF SHEATHING 116'-5 1/8" 6 T.O. UPPER ROOF SHEATHING 111'-8 5/8" 2 ELEVATION NOTES: CORRUGATED METAL SIDING, REFER TO ELEVATIONS FOR ORIENTATION (CHAMPAGNE METALLIC). HORIZONTAL w/ HIDDEN FASTENERS, VERTICAL w/ EXPOSED FASTENERS ENGINEERED WOOD PANEL SIDING, PRE-PAINTED 4x4 FRAMED PIER/COLUMN, CLAD w/ SYNTHETIC TRIM 1 3 4 5 6 7 8 SYNTHETIC BOARDS (VARIOUS WIDTHS), OVER ENGINEERED WOOD PANELS SYNTHETIC TRIM, VARIOUS WIDTHS 9 METAL TRIM, VARIOUS SIZES2 METAL ROOF FLASHING/TRIM NOT USED NOT USED DATE: 08.09.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A2-2.0 DESIGN - 10 255 DRAWN: PJC FF F F A D NORTH ELEVATION Scale: 3/16" = 1'-0"3 NORTH ELEVATION Scale: 3/16" = 1'-0"3 1 4 1 6 7 6 3 6 T.O. 1ST FLOOR SLAB 100'-0"(349.0 SITE ELEV.) T.O. LOWER ROOF SHEATHING 110'-2 5/8" T.O. LOWER CLERESTORY ROOF SHEATHING 115'-5 1/8" T.O. UPPER ROOF SHEATHING 111'-8 5/8" 22 D D H H HHH J JJJJ A A AABBB D D F AA EAST ELEVATION Scale: 3/16" = 1'-0"4 1 4 16 7 6 3 6 43 6 7 1 6 4 4 6 6 2 22 ELEVATION NOTES: CORRUGATED METAL SIDING, REFER TO ELEVATIONS FOR ORIENTATION (CHAMPAGNE METALLIC). HORIZONTAL w/ HIDDEN FASTENERS, VERTICAL w/ EXPOSED FASTENERS ENGINEERED WOOD PANEL SIDING, PRE-PAINTED 4x4 FRAMED PIER/COLUMN, CLAD w/ SYNTHETIC TRIM 1 3 4 5 6 7 8 SYNTHETIC BOARDS (VARIOUS WIDTHS), OVER ENGINEERED WOOD PANELS SYNTHETIC TRIM, VARIOUS WIDTHS 9 METAL TRIM, VARIOUS SIZES2 METAL ROOF FLASHING/TRIM NOT USED NOT USED DATE: 06.14.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A3-1.0 DESIGN - 10 255 DRAWN: PJC SCHEMATIC BUILDING SECTION (RECEPTION) Scale: 3/8" = 1'-0"A 0 10 15 20 FT 9'-3" VESTIBULE/PORCH CEILING 15'-9 1/4" TO T.O. BEAMS AND B.O. 2x8 RAFTERS WOOD BEAM(S) 9'-4 1/2" TO B.O. 9 1/2" TJI's 7'-11 1/2" CONFIRM SIZE CONFIRM SIZE CONFIRM SIZE CONFIRM SIZE CONFIRM SIZE 9 1/2" TJI 7 1/4" (2x8) 9'-4 1/2" TO B.O. 9 1/2" TJI's 9 1/2" TJI LIGHT, TYP. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-1.1 ZONING & OVERLAY DISTRICT PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: NEAGLEY & CHASE CONSTRUCTION 66 Bowdoin St., Ste. 100 South Burlington, Vermont 05403 PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space City Submittal OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT LEGEND RIVER CORRIDOR OVERLAY WETLANDS ADVISORY LAYER SCENIC VIEW PROTECTION DISTRICT SITE S S D SPA ZONE 3 L2.1 Pl a n t i n g D e t a i l s As Indicated FRC 08.14.24DATE: REVISIONS: SCALE: DRAWN BY: SHEET PR O J E C T N A M E SH E E T T I T L E Me a d o w l a n d s A n i m a l H o s p i t a l Lo t 7 M e a d o w l a n d B u s i n e s s P a r k So u t h B u r l i n g t o n , V e r m o n t © OWNERSHIP AND COPYRIGHT STATEMENT OF KNAUF LANDSCAPE ARCHITECTURE, INC. This schematic design and construction bid set are exclusively owned by Knauf Landscape Architecture, Inc., which retains all rights, including copyrights, in these documents. They have been prepared by Knauf Landscape Architecture, Inc., based on information, documents, and design specifications provided by Civil / Structural Engineer and Architect. Knauf Landscape Architecture, Inc. is not responsible for any alterations or adjustments to the schematic design and construction bid set during any phase of construction which are not preapproved and authorized in writing by Knauf Landscape Architecture, Inc. ±80% PROGRESS SET SCALE: 1" = 20'-0" DOG RUN WETLAND BUFFER EDGE PLANTING DOG RUN ENTRY GARDEN SIGN REST MEADOW WALK 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 0.1 0.1 0.2 0.3 0.3 0.3 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.3 0.5 0.5 0.7 0.9 0.9 0.8 0.6 0.4 0.3 0.3 0.2 0.1 0.2 0.4 0.5 0.6 1.3 1.4 1.3 1.2 1.0 0.9 0.5 0.4 0.3 0.2 0.1 0.2 0.4 0.5 0.8 1.2 1.6 1.6 1.6 1.4 1.2 1.1 1.0 0.7 0.6 0.3 0.2 0.3 0.5 1.2 1.5 1.6 1.7 1.7 1.6 1.4 1.2 1.3 1.4 0.8 0.7 0.3 0.2 0.1 0.2 0.4 0.9 1.3 1.6 1.7 1.7 1.6 1.3 1.2 1.1 1.3 1.4 1.3 0.6 0.3 0.2 0.2 0.1 0.1 0.2 0.4 0.8 1.1 1.4 1.7 1.7 1.5 1.3 1.1 1.0 1.0 1.1 1.2 1.2 1.0 0.4 0.3 0.2 0.1 0.1 0.2 0.4 0.8 1.0 1.3 1.5 1.6 1.5 1.3 1.2 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.0 0.7 0.5 0.2 0.1 0.1 0.2 0.4 0.9 1.5 1.5 1.5 1.4 1.3 1.4 1.5 1.3 1.2 1.1 1.0 1.0 1.1 1.2 1.3 1.2 0.5 0.2 0.1 0.1 0.1 0.3 0.6 1.0 1.4 1.5 1.5 1.4 1.4 1.8 2.4 2.0 1.8 1.4 1.0 1.0 1.0 1.1 1.2 1.0 0.4 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.3 1.4 1.6 1.9 1.6 2.9 2.8 2.8 1.9 1.2 0.9 0.8 0.9 0.9 0.7 0.5 0.1 0.1 0.1 0.1 0.3 0.4 0.5 0.8 0.9 1.0 1.1 1.7 2.6 1.8 1.9 2.3 2.4 1.7 1.5 1.0 0.7 0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.8 1.3 1.9 1.6 1.3 1.5 1.8 2.3 2.2 1.1 0.7 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.5 0.6 1.0 1.6 1.6 1.5 2.0 1.8 2.1 1.6 0.9 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.5 0.8 1.2 2.0 2.2 1.0 2.5 1.7 1.3 0.9 0.6 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 1.3 2.8 2.9 1.8 1.7 1.2 1.2 1.1 0.8 0.5 0.3 0.3 0.5 1.3 0.7 0.1 0.1 0.1 0.3 2.0 0.9 1.6 0.1 0.1 0.2 0.5 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 3.4 A7 @ 9' A7 @ 9' A7 @ 9' A7 @ 9' S1 @ 20' S1 @ 20' PT @ 12' PT @ 12' PT @ 12' S2 @ 20' S2 @ 20' S2 @ 20' Plan View Scale - 1" = 20ft ME A D O W L A N D S S I T E L I G H T I N G Designer S. KIMBALL Date 10/10/2023 Scale Not to Scale Drawing No. 1 of 1 Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Per Lamp Lumen Multiplie r Light Loss Factor Wattage Efficiency Distribut ion Plot Notes A7 4 Juno Lighting JSF 7IN 10LM SWW5 90CRI MVOLT ZT - 35K 7" Round Edgelit Surface Mount, 5CCT Switchable White, MVOLT ZT, 35K 1 JSF_7IN_10LM_ SWW5_90CRI_ MVOLT_ZT__- _35K.ies 1232 1 0.9 11.65 100% DIRECT, SC- 0=1.26, SC- 90=1.24 PT 3 Lithonia Lighting RADPT P2 40K PATH RADEAN Post-Top with P2 4000K Pathway distribution 1 RADPT_P2_40K _PATH.ies 4009 1 0.9 38.01 100% TYPE III, SHORT, BUG RATING: B4 - U2 - G4 S1 2 Lithonia Lighting DSX0 LED P1 40K 80CRI TFTM D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Forward Throw 1 DSX0_LED_P1_ 40K_80CRI_TFT M.ies 4493 1 0.9 33.21 100% TYPE IV, SHORT, BUG RATING: B1 - U0 - G2 S2 3 Lithonia Lighting DSX0 LED P1 40K 80CRI T3M D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Type 3 Medium 1 DSX0_LED_P1_ 40K_80CRI_T3 M.ies 4396 1 0.9 33.21 100% TYPE IV, MEDIUM, BUG RATING: B1 - U0 - G2 L L L L L L L L SPA ZONE 3 (9)HE2 (8)M SIGN MEADOW WET MEADOW (4)AC AF CV CC AR GRASS GRASS GRASS VC PO PO PO PO HQ (9)AP HQ HQ HQ HQ HQ HQ (10)CK (9)HE FM SV VT (7)IV (4)VT (8)IV FM FM (3)VT (4)AM (6)AR (10)EC (8)L (7)PH (6)AM B B B (13) HE2 (7)PV HS (12) AG + (7) EU (11)HE CA (3)CS VJ (9) HE3 (15) CK GRASS VJ (13)HE3 (9) PB (11)PV (7)CS (6)IVB (11)VD (4)CSC CV (8)CL (11)AF (11)EW (11)MF (11)PP AR AR (3)CSC GRASS GRASS GRAVEL PATH GRAVEL PATH MEADOW GRASS FENCE MEADOWGRASS FENCE AF GRASS GRASS BENCH GRASS (5)PV MEADOW GRASS GRASS CC (5)HE3 (5)PB VDR VDR VDR VDR VDR BIRDHOUSE BIRDHOUSE BIRDHOUSE GRASS VP (8)BU (11) MD ADIRONDACK CHAIRS MANUFACTURER: POLYWOOD STYLE: MODERN ADIRONDACK SKU#: AD420 COLOR: TBD (2)CC HV BIKES BENCH BENCH (4)VR L1.1 Pl a n t i n g P l a n As Indicated FRC 08.14.24DATE: REVISIONS: SCALE: DRAWN BY: SHEET PR O J E C T N A M E SH E E T T I T L E Me a d o w l a n d s A n i m a l H o s p i t a l Lo t 7 M e a d o w l a n d B u s i n e s s P a r k So u t h B u r l i n g t o n , V e r m o n t © OWNERSHIP AND COPYRIGHT STATEMENT OF KNAUF LANDSCAPE ARCHITECTURE, INC. This schematic design and construction bid set are exclusively owned by Knauf Landscape Architecture, Inc., which retains all rights, including copyrights, in these documents. They have been prepared by Knauf Landscape Architecture, Inc., based on information, documents, and design specifications provided by Civil / Structural Engineer and Architect. Knauf Landscape Architecture, Inc. is not responsible for any alterations or adjustments to the schematic design and construction bid set during any phase of construction which are not preapproved and authorized in writing by Knauf Landscape Architecture, Inc. ±80% PROGRESS SET SCALE: 1" = 10' SEE PLANT SCHEDULE ON L2.1 DUMPSTER LOCATION. DETAILS TO COME Meadowlands Animal Hospital Site Plan Narrative & Exhibit List DATE 06.14.24 updated 08 19 2024 Overview 01 Proposed Development • Meadowlands Animal Hospital Inc seeks to develop this site to construct a new veterinary hospital and associated parking and utilities. 02 Existing Site • Lot 7 of Meadowlands Industrial Park, 39 Bowdoin Street • Existing wetlands cover most of the west side of the site. • The site has not been previously developed to our knowledge. 03 Site Concept • Foster a new streetscape through an entrance facing south and west towards the path of arrival for visitors. • Screen the view of the parking from Meadowlands Drive with intensive new native vegetation. New plantings will be compatible with existing wetlands. • Building is served with new underground gas, electric, water, and sewer. • Trash & Recycling served within enclosure. See civil drawings. • Snow storage indicated on civil drawings. • Refer to Civil / Site Narrative for additional detail. 04 Building Concept • The proposed structure is a single story with a low pitch membrane roof. The building has two taller elements with clerestory windows at the front and rear, creating larger volumes at the main entrance and staff gathering. • The proposed materials are compatible with the context, consisting of metal and panel siding. • The main entry is characterized with a welcoming porch facing south and west. Signage to serve the business is located on the canopy. • Rear entries serve deliveries and staff and are appropriately less dominant. 05 Landscaping • Drawings are in progress and will be submitted as soon as possible. 06 Landscaping Budget • This will be calculated using the SoBu formula and submitted along with the forthcoming landscape drawings. 07 Waivers Requested • We are seeking relief from the 50’ front yard setback requirement. Refer to civil plans for modified setback. • Previous permitting efforts on this site indicated that staff and board were willing to grant this waiver. • The waiver allows the proposed development to provide a more engaging streetscape and allows the site design to not impact the wetland buffer. • The design minimizes this impact by keeping the main volumes of the building within the setbacks. of 1 3 DuncanWisniewski ARCHITECTURE Meadowlands Animal Hospital Site Plan Narrative & Exhibit List DATE 06.14.24 updated 08 19 2024 Exhibit List ### Description Date Exhibit 001 Site Plan Narrative & Exhibit List 06 14 2024 Exhibit 002 Civil / Site Narrative 07 17 2024 Exhibit 003 C1.0 Overall Site Plan 06 21 2024 Exhibit 004 C2.0 Site and Materials Plan 06 21 2024 Exhibit 005 C2.1 Grading and Drainage Plan 06 21 2024 Exhibit 006 C2.2 Site Utility Plan 08 13 2024 Exhibit 007 C3.0 Erosion Prevention and Sediment Control Plan 06 21 2024 Exhibit 008 C4.0 Parking Lot Green Space Plan 06 21 2024 Exhibit 009 CD1 Civil Details 06 14 2024 Exhibit 010 CD2 Civil Details 06 21 2024 Exhibit 011 CD3 Civil and Water Details 06 14 2024 Exhibit 012 CD4 Civil and Water Details 06 14 2024 Exhibit 013 CD5 Civil and Water Details 06 14 2024 Exhibit 014 CD6 Civil and Sewer Details 06 14 2024 Exhibit 015 CD7 Civil and Stormwater Details 06 14 2024 Exhibit 016 CD8 Civil and Stormwater Details 06 14 2024 Exhibit 017 CD9 Civil and Stormwater Details 06 14 2024 Exhibit 018 CD10 Civil and EPSC Details 06 14 2024 Exhibit 019 CD11 Civil and EPSC Details 06 14 2024 Exhibit 020 X1.0 Existing Conditions Plan 06 14 2024 Exhibit 021 Site Photometry 06 14 2024 Exhibit 022 A1-1.0 Floor Plan 08 09 2024 Exhibit 023 A1-3.0 Roof Plan 06 14 2024 Exhibit 024 A2-1.0 Elevations 08 09 2024 Exhibit 025 A2-2.0 Elevations 08 09 2024 Exhibit 026 A3-1.0 Building Section 06 14 2024 Exhibit 027 Adjoiner List 06 14 2024 Exhibit 028 Zoning and Overlay District Plan 06 21 2024 Exhibit 029 Planting Plan 08 14 2024 Exhibit 030 Meadowlands Covenants 07 17 2024 Exhibit 031 Meadowlands Photometry 07 17 2024 Exhibit 032 Landscape Budget 07 17 2024 Exhibit 033 Calculated Landscape Budget 07 17 2024 Exhibit 034 Draft Easement Deed 08 19 2024 Exhibit 035 Meadowlands Lot 7 Traffic Analysis 08 19 2024 of 2 3 Meadowlands Animal Hospital Site Plan Narrative & Exhibit List DATE 06.14.24 updated 08 19 2024 Exhibit 036 Veterinary ITE Traffic Analysis 08 19 2024 Exhibit 037 SoBu ATS 08 13 2024 Exhibit 038 Planting Plan 08 14 2024 Exhibit 039 FAA Permit Application 08 19 2024 of 3 3 Meadowlands Animal Hospital Civil/Site Narra7ve June 14, 2024 The following is a brief descrip7on of civil/site related design elements for the proposed Meadowlands Animal Hospital located at Lot 7 of Meadowlands Industrial Park at the intersec7on of Meadowland Drive and Bowdoin Street. Roads, Parking, & Circula3on Access for the project will be via a new curb cut Meadowland Drive. The access drive will be 24 feet wide and will be suitable for emergency vehicles. A drop-off lane in front of the main entrance is provided for clients. Parking for the project will consist of 28 total spaces, with 2 accessible spaces, and 2 spaces served by an EV charging sta7ons. Concrete sidewalks will be provided for pedestrian circula7on from the parking lot to the building entrances. The parking lots and access drives will be constructed with ground stabiliza7on fabric, 22” thick crushed gravel subbase, 2” of base paving and 1 1/2” of top paving. The parking lot and access drive will be graded to drain via sheet and curb line flow to direct stormwater runoff towards a series of catch basins and piping that will outlet to new underground pipe storage for stormwater management. Stormwater Management System The Meadowlands Animal Hospital contains new impervious area and will need a Stormwater Discharge Permit. The stormwater management system consists of catch basins and enclosed piping that outlets to a swirl separator for pre-treatment. The swirl separator discharges to a series of 4’ diameter storage pipes under the parking lot. Flows from smaller storm events (up to and including the 1 year, 24 hour storm) will outlet from the storage pipes to a StormFilter unit for treatment. The underground storage will also mi7gate peak flows for larger storm events. These reduced flows will bypass the filter, and outlet directly to the stormwater system on Meadowlands Drive. See also the a\ached Stormwater Narra7ve, Workbooks, and Modeling. Water Supply To provide adequate water flow for the project, a new 8” duc7le iron water line will be extended from an exis7ng stub on Meadowland Drive. The 8” line will extend approximately 80 feet to a new hydrant. A`er the hydrant, the line will reduce to a new 1 1/2” water line to serve the new building. Prior flow tests in the area indicate there is adequate water capacity and pressure to serve the project. Sewer Lines A new gravity sewer line will be installed directly from the building to the exis7ng sanitary main on Meadowland Drive with an in-line connec7on. The sewer will be 6” PVC SDR 35 and laid at a minimum ¼”/` slope. The sewer system has been sized to accommodate up to 6 veterinarians and 38 non- veterinarian employees. Exis3ng and Proposed Water & Wastewater Usage Flows based on the WW Rules (11/06/23): Meadowlands Animal Hospital Civil/Site Narra7ve June 14, 2024 •6 Veterinarians * 200 GPD/Veterinarians = 1,200 GPD •38 Non-Veterinarian Employees * 13 GPD/employee = 494 GPD •Total Alloca7on needed for water and sewer = 1,694 GPD Exis7ng parcel is an empty field so the exis7ng flows are 0. Electric, Data, and Gas Services Electric service will be extended from exis7ng infrastructure on Meadowland Drive. A new transformer will be required near the northerly entrance into the building. Electric and data services will enter the new building near the mechanical rooms. Gas service will be extended from the exis7ng Vermont Gas line along Meadowland Drive along the east side of the building. Gas services will enter the new building near the mechanical rooms. Erosion Preven3on & Sediment Control The erosion preven7on and sediment control design for the project a\empts to minimize the extent of disturbance as well as the dura7on of exposed soil. The plans require the contractor to perform the following: •Establish stabilized construc7on entrances at each construc7on access loca7on; •Stabilize staging areas with crushed stone; •Install silt fence and other sediment control prac7ces at down slope limits of disturbed soil; •Install inlet protec7on around all catch basins that collect construc7on related runoff. At a minimum, Marsh Mat coir inlet filters will be installed over all catch basin grates. •Minimize exposed soils to a maximum of 14 consecu7ve days; •Hydroseed, mulch, or install rolled erosion malng on all final graded topsoil areas. Malng will be required on any areas steeper than 3:1 slopes. In addi7on to the best management prac7ces listed above, a cri7cal component to stormwater management will be regular inspec7on and maintenance. The project will require daily review to ensure sediment does not leave the site either through stormwater or dust. In order to minimize soil disturbance, exis7ng paved surfaces that are being preserved, will be swept regularly and water will be applied as necessary to control dust during sweeping, and as the site requires. In addi7on to the daily review, the site contractor will be required to formally inspect the installed Best Management Prac7ces at least once a week and a`er any rain event that produces a discharge. Any observed deficiencies will be addressed and immediately repaired. As part of the storm inspec7ons, the contractor will be required to take turbidity samples of runoff leaving the site as required by the State regula7ons. Page | 2 CITYTCLEP'K'S OFFICF Received V t,/.8' zrQJat Recorded in Vol. --b5'1--cn p; A|VI]]NDRD A.ND DE C' I -AR,\I' t (]]\ 0 I; C C)V ]]NANT S. CONDITIONS ANQrB'&SB.*GI{QII$W CrE* FOR M I:A.D,CWLAND BUSINES S PARK On Fcbruarl26.20(.):1. Surrnrer Ice Joirrt Venturer (the "Developcr") exccutcd a Dcclaration of Clor,:nants. ('orrditions; and Restrictions grlverning Nleaclo*'iiutcl Busittess Park u,lrich n'as rci:ordcrl on F-ebru',rct'27,1)003 rn Volume 59'7, Page 459 of the City of SoLrttr BLrrlington. \/crrnont (tfre "C)rrginal L)eclariition"). All crlprtalized tenls uscd but not defined herein sirall har.'e the nrcaning; givcn to slrch tenns in the Original Declaration. Pu.rsuitni to Scction 7.3 o1'the Origrnal Il)ec,laration, the Der eloper may amend the Originai Declaration at anv time and fr-om tinrc to tinr: byther Devc'loperpriorto the sale of all of the Lots in the Park trr' execution of a rvritlen lLrncnclrrrent anr-lthe recortling of the rj.ime in the lancl recorcls ol the Cit1,'ol Sor.rtl-r Burling.ton, \,,iernront. 'li-hc: Devcloperder,;ircs to arnend ancl rcstate the te-rms of the Original Decleratior] pursuant to this instnrrnenl. The Original Dcclaration is heretrv anrcndcd and rcstatcd in full ,rs lirllow':,: Thc purposc of this De claration of C'ol'e'nants, Ccnclitions and Restrictions (this "I)eclaration") is to enslrrc thc ordc:rly', acsthetic and harrnoirious tlcvclopnrent and maintenaucc ol-a planned conrm,,:rcial clc'nr:[:rpnient cailed Mcador,vland ]lusiness Park (the "Park") at Hinesburg Road (V'f Routc t l6) in S,cuth Burlrngton, Vcmront, to providc protection and requlatiotrs lbrthe o\\,ners iu i:e sinrple anrlr'or Lessecs unLdergrountl leascs of lots in thc Park arrrl thc intprovcnrcl.tts cottstr-urlted thcrccrrr initiatc and perpetuale ovcrall policies to acccntuatt: aesthetic considcratiorrs arrd ;rlsurc acceptable rnitigation o1'any potcntial irnpacts, and protcct anrl bc-ncfit the Clitt ol'South f]urlington, Vennont (thc "t1111y";. Sumnrer icc Jojnt i!'-er:rlurc, rr \'-ennoltt joint venture, its succcssors and assigns, is the o\\'ner and the develLoper of tht: P;:irli (the "Developer"). Conforntance w'ith tlris Dcclaration and thc continuing cornpliance therervith bl,each Lol C)u'ner shall b.- sovcnrcrl and adrninisterec'l by N'[eadorvla;nd Business Park Owncrs Association. Inc., A Vcnnottt non-prollt urr.rtual trenefit colpot:ation (ttLe "Association") fbrrtredpllrsualtt tr') Articlcs of Organization fllccl on January 16,2003 w'ith thc Vermont Secrctaryof Statc lthe":\t1icles"). -l'Ii., Asrsociation has acioJrted bylan's (the "Bylarvs") and may,adopt mles ancl rcgulations perlaining to tkLe use aLnd cleveiopment of the Park. This Declaratiorr, tlie Arricles. the B1'larvs atrrJ suclt rulcs and re gulatlons are hc:rein refenerl to as the "Associatron Documents''. The AssociatiorL ivill havc as:,1s u;or,'erning bodl aboarcl of tlirectors consisting of rrr,'elr.'e (12) members (tlie 'J3oard"). rr,'ho ', i11 in turn appoint officers of the Association. The initialBoard ni11 be appointed itt accortlarrL'. u,'ith the tenns c'f the Bylarvs and shal1 consist of members u'ho (r)personalll'hrtld at Ieast a .25']': ou'ncrshrp interest in the Lot represented by that director, or (ir.) servc as an officer or dlrect,l-lr oian entrtv rvhrch orrns thc Lot repres;ented by that director. as further clescribed in the 81law's. Said initial Board sha[1 govem thi: affairs of the Association rtntil either re-elected or replaceci pursuitnt to the Bylaws. fhe cleveloltnrerrt ,cf'tl:ie Pank shallbe in confornlan{le rvith the provisions of the larvs o[- the State of Venrront and thc Citv of iSouth Burllington zoning ordinances and all other applicatrle local land use regulations [r: is inti:n<led that thr: Park shail house those usecl pemritted bi,'the Crtl'of Soutlillurlington.zoningorclinancer.r,hicharesuitccl forsuchacommcrcial andindustrial park. The Park ancl this I)cr:llration sirall not be subjcct to the Common Intcrcst Ou'ncrship Act. Titlc 27.\ oi-thc Vt:nnont Stiitutcs Aru'rotated. NIOW,'fFI[:.REIrORF,. thrs Dc,claration rs hercby declared to bc applicable to thosc lanrlri ancl prcnrises as de;rictctl r:rn 1he plan entitled "N4EADO\Vt AND BUSINESS PARK, Hinesburg Roacl, So. Burlingttrn, \1., Subdivisicn Plat," prepared by'l'rudell Consulting Enginecrs, Inc.. clatedr\1rril 23, 199t6, lastre,,isecltrtugust2T,l!)96,andrccordedonOctober)2,1996,in Volunre 386, Page 9E of thc, (-'itv of South Burlington land records (the "Plan"), bcingall and tlrc s:rnre land and prcnriscs ir:i \\ -'rc rronveled to Summcr Icr: J,:int Venture b1, Warrarrty Decd oI N{arblc Bank. clatccl Dcc'ernbcr 2!J, 1995, and rer:orded in Vclume 387, Page 439 of the City of South Burlingtr:n llrncl rccorrls, les:,; ancl except any fee or eusement conveyanccs of porlions o1- the Propertv lronr the Dc'r'clof,er of'rccord rn the City of ,South Burlington lancl rccoruis including u'ithout hnritation thosc d,rsc'r'Lbed rctr Exhibit A attachecl hereto and madc a part hcreof (thc "I'ropcd),"'). All [.cit Orvners, fcrr tfrcnrsclvers, thcir SLr]CCSSorS, lic-irs and assigus, bv tlie Purchase of' tlicir I.()ts. altrcc to bc L.rounrl bv this Declaration. A1l Lot Orvrters lirftlrc'r ac,knowleclgc that the Parll is subjcct to the permits ancl approvals listcd on Iirhibit B attachercllrt'rel.o and madc a paft herccf, is sLich pennits ntal,bc anrenclecl. rcucu. ccl, rcissued, rcplacccl eLncl/clr superseclecl fl:ont tirnc to time (thc "Pcrntits") arrd that tiris Dcclar:rtiort rnaybe anrenrleri to reflect compliance u'rth all tenns of the Pennits ancl anv Ittttcncit-ttcrtts thcreto. In atlclition., anv amen(lmcrnt to this Dcclaration shall r"rclt conllict ri.rth the temls and conditiotts o1'th,: F'r:nnits; and shall, w'lrere appropriate, receive the piior approl'al o1- Itnv applicable Statc or nrunir:ipal autfrority'r,vith jurisdiction over the Park. Ail capitalizecl tentrs used in this Dcclaration ancl defined in the forcgoing rccitals sltall have the nrcanings r;il'cn tr.r sL.rch tcrmrs in such rccitals. ARTIC]t-E I Pc Section f .i. Pc{!ciq:1 l?ernritshiciividualLct Reviervrlicies (.al (b) Thc Association :;hall evaluate cach prop,rserd building based on goals. policics. and specific r,rtlndards containecl in this Dreclaration. (c) 'fher Associatirin rshall strive to insure lianncny and quality of clesign rvithin the Parl<. Indir,irlual buildings shail be evalu;ated inpart on the merits of their contribution t.o the ovi3rall anrbiirnce of the I'ark. The: Lot Ou'ne rs rshall consider the character o1'existing buildings in rnaking their desigr"r rlecisir.rn andshall design a building that is conrpatible rvith the others in the Park. a;s \rt,rll irs thc natural fi:atures ol-the snecific Lot. Sectlo1r_i=]. lgrrfiti;. fhc l?ark has reccir,'ed tfLe s;crutiny and appror,al of thc City anrl thc Statc of Vermo'nt (thc "Sitrtc''). Irn pafiicular, the Park tras bcen subjcctcd to, and has beerr founcl to be in conlbrniitl *ith. Ihc criteria sct lbr1h in $ 6086 of 10 V.S.A $ 6001-6092. cortrntottly kttorvn as Act 25t.) and tlrr: pgdt11.'.1 proi,isions of the subdivision ancl zoning rcgulaticlns,lf the (lity. -Ihc t,-.nrS nnd conditions of thc Pennits reflect thc result of the cornprclrerrs i vc rcvi eu' lrl-tb rd!:il thcreby. Scction l.i !rdrrjrlqal L,ot Re','ien,. l.and tlse Pernnit No. 4C1005 (the "Master I-anrl [,se Perrnit") is a utaster lartdl Ltsi: pennit issu,;c[ by District Finvironrnental L'otnurission ll-l (t[c "L'otnnrission"). i\,s sttch platts attrC spccifications fbr thc construction of inrprovenrents Lrpon thc I-ots shall rcquirc r,tvie\\' b),tlre (-'ontntission ancl issuanc:c of :rn ameudnrent to thc Mastcr LiLntl LIsc [rcrntit. In liglit of'thc f-lrc:t 1]rat the I\{astcr,t-and lJsc Pt:rrlit irnposes cert:rin ovcrall obligatiorrs on tlic Dcvclopc:, an,rl in orclerto cr:pedite th,: s':bmission and approval of thc cttttstruction of intlrror,'ctnents orL inclividLral I.ols, thc purchaser of a Lot, prior to submission o1' platts aud spccil-rcartions to th,: Cbrlnrission, sha.ll submit the plans and specilications to the .'\ssttcirrtiotr for its rerricu'anti lpproval. No coustructiorr ot'Builcling C'hanges or l-anciscapins ('hanqcs, as clcf-trtetl trcl,rv'. s;hallbr: cornlncnccr:l erccpt irr compliance lvith this Deciaration anrl thc pnor w'ritten approval oItlre Associirtton. AR.TICLE ]i .S Lft n411 1rn o 1- P I ans anel! peci fi c ati rnl; to A ssoc i at iotr. Gor,'erninglloyqnar!.r; Regardinial)pqtgp-fu:vi:lv ancl use Restrictions Seetrqrf2 1. L)cflnirirrns. "BuiJding Change:;" siralll irnclude, r,r,ithout lirnitation, placcment or installation ol anv Structure; site improl'enrentr; r'ini:luding rvithout limitation staking, clearing, excaratiou, grading and other site rvork, irnd e.xterior alteration of e;ris,ling improvements), and alteratign:; to the exterior shape or appei:rrance of anv strucrture (inclucling rvithout limitation the additiol or cirange of an1'e,r,terior co[,rr ancl the installation of any cxterior arvning. sunshacle or * indou,' air conditione rs). ,'Buildi'g plans'' s;hall inclrrcle four full sets of builJing plans and specifications 1',Builciing plans") dra$,n ro rrot less than on,: eighth inc:h r'1l8") to one inch (1") scale, inclucling but not lirnited lo,:ler,ations for ear:h sicle. typic:Ll "section" drarvings, details of exterior doors, q'inclgq's. sirJ.ing. trinr and loulers, exterior lighting fixtures, location of HVAC unirs, and erxterior: c,llor saLmples. Plans shall inciude lot coverage ratios and setbacks; and an architectural relcli:rin.gt of the conrpletecJl improvem,:nts, to include the building' proposecl entrywa),s, ancl felrcstration. Plans lbr the contiltued maintenance, repair and ieplacegrent of extorior surfat:es of builclings shall accompany the submission. "Landscapirlg ()hanqcs" stlall inclucle'uvithout lirnitation tree cutting, site clearing, planting or rernoval of lands;caping rnaterials, and plantrng ur removal of landscaping [raterials (g'6ether gror.ving''r'ilcl or plantecl, new or preexisting), and any significant changes to c.xistrnq landscaping. "Plans ancl Specifical.ion:;" shall inclurdc Building F'lans and Site Plans including architectural plans and speci,l'rcar:ions; construction plans and specifications. landscaping planr,;; lighting proposals. storrn\\'ate r disposal plans; energy con..;ervation plans; any proposed solid ancl hazardous wastc alld ntatcrial storage treatnnent and disposal plans: and arty other plans and speciflcations 1br thc Buiding Changes or Lanclscaping Changes on any Lot. "Site Plans" shall inr::lLrdr:lour full copies ol'site plans and specifications ("Sitc I'lans') drau,n to not less than onc rrrch tl ") to ten feet (10') scale. showing the existing and proposecl sitc contours, cxisting trc:s lurd vegetation to lte removed, existimg trees and I'egetation to be preserved, proposed ncrv'lanclscrrping (inclucling law'ns, trees and other plantittgs, walks and *'alls). existing and proposerl drairrage, outsidc lighting, a;rd the footprints of proposed structures and othe r intpr,tr,c,rnents,. Plans slLall include an architectural rendering of the conrpletcrd lot amenities inclurling larrdscaping, screening and outside lighting. "Structures ' shalI in,.:lud,.: an)u itemq constructed or placed upon a l-ot. including *'ithout linritation buildines, outburilclings, r,valls, f'ences, drir,'eways, parking lots, lights and fixtures, landscaping, trecs. Llernrs, pronds, ditches, fountaLns, statues, sculptures, utility lines. storage tanks and signs. leqllan 2 2 Asioc1ttion AtrrprovaUPrqqg55 frirlr: Apptoqrl R,lquircd. No Iluilding Cha.nges and/or Landscaping Changes shall be collrntrncecn until a l3uikiing Plan and/or a Site Plan has been subntitterl to and approve,J ir:r 'xriting by the Association. ,\furnissio1L. ,,\ll Plan:; and Specifrcations shall be subrnitted to the Association (i) prrior to thc: sutrmis:;ion of such Plans and Specifications to the Commissior-r or (iri) not less; than irhirty (30) days prior to the planned commencement of (a) (b) (c) (d) cotlstructicn, rr,hichever is earlir:r, to ensure cicnformance rvith the objectives c,f this Declaratir:ln ancl all Permits, (!i1r:ria. In rr-:i'iewing each subn:rission, the Association mav consider: visual and envir<lnrnentarl impact, co:mpatibility with the area's nafural and scenic character; protection of the va.lue, desirabiliLty and quality of lr4eadorvland BusjLness Parll; na.tural platfbrrn:; and finish grade elevation, harmony of external de,siftrr ."r'ith surrounding structures and environment; location in relation to surrounding structure,s zrrd plant life; and minimization of disruption to tlre surrouncltinq )--ots. The r{,ssociatic'n rnay require relocation of native plants u'ithin tiie i:onst,ruction sile as a condition of approval of an1'subnrrssiorr. ,Approval: &qjgctio1: (londitrlns;. If approvr:d, thc Association shall indicatc it:; approval of'thc Site Plans and/or Building f'lans by signing a C]ertificate of Design Re'i ie',,\, Approval in tlre fbrm attached hereto as Exhibit C ref'ererrcing the s,pecific Iiuildinrl ['lan{'s) or liite Plan(s) thereby approved. The Orvner(s) shallL construcrt thc irnJrrovenrenlri in substantiaI compliance rvith thc approved tsuilding ['1an lrnd/or Srte Plan. The Association nray approvc plans sutrject to reasrtnable con,Jitions. rvhich conditions shall Lre stated in the []ertificate of l)esign Revielv App,roval. in thr: event the Association relects a BLrildinC Plan or Site I'lalt itt u,'ltole or in part, or imposes conditions, there shall be uu right to appcal, ancl tlte Ou'ner's remerJy shali bc to resubmit a revised plan fbr approl,al b.y the Association. \qqlticatiolt. 'lhe rl.ssociation shall, rvithin fbrty-five (45) davs altcr receipt o1' each submissit.rn of lhe Burlding Plans and Site Plans, advise the partv subnritting thc riame. in writing, at an address rspecilied by such party at thc timc of subnti:':rion, of the approval of pl;rns, in whole or in part, or thc segnents or ti:'atures; of the plans lvhich are deerned by the r\ssociation to be itlcollsistcnt: or nol in contbrmity with this Declaration, the reasons fbr such finding. attd surlgestions for the curing of such objections. In the event the Association fails trt advise the submitting party by written notice rvithin the tint,: set forth abor,t: of eirher the approval of disapproval of tlie plans, approval shall be dcrenred to htve been given. l{otice shall be deemed to have been gir.cn iit tl-rc time ther envelope containirrg such notlce, properly adtlressecl, and postage prepaicl, is,Jefrositecil n'ith the lJ S. Postal Service, registered or certifiecl rnail returtn receipt rt:quesrted. f'ersonal delivery of lsuch rvritten notice shall. hcirr'e'ver, br: sut'ficient and sha,[l be deemed to have been given at the tirnc of delivr:ry. llonstruction [:ad]1re. If corLstrruction doe:; not cornmence on a project for u'hich Iluiltllinr=l Planr; and/or Siter Plans have been approvecl rr,'ithin t*'elve (12) nlonths of suclt apprrlval, such approval shall be deerned u,ithdra*'n, antl it shall 't (e/ (r) be n,:cessary fc,r the Orvner to re:submit the plans to the Association tbr recons ideratiorL. (s) [ioq:structit2g_,$checlulei. Any construction that takes place u,'ithin the Park that'o' rlvolr,es erosign, laldscaping, e;rrth work, elc., shall be scheduled to be cornpleted prior: tg thc enci ot-Oct,cber in evr:ry year, in rtrder that seedinq, niuichirlg and prortction acailst crosion; and strall be seed,:cl, mulched ancl properly protectecl ancl seerletl *,itI time lbr grori.'th to protect against the above concerll of ertlsitlrl ancl drtst contrcri. Section 2. .'l Dcr;irInRevieni Ciuidelinr:s and flse Restrictions (a)Size andll_e q$rt tif Structtge!. Primarl' structures shall have not less than 15,[)00 square f'ect,ol'interiur space, wittr adequate parking facilitics. lnclir,'icltral buil,lings shaltbe sitccl as practir.:ally as possible to blertd in u'ith the sun'oundin.i{s by,usinu apprr:rpri,ate lanclscapin;:, and contours to rechtcc thc I'isuai ittrpact l'rotll Vennont li-oLr.tr: 1 l6 arrd thc seconclatl'roacls serving thc Park. flonsidcratiotr shoulcl bc gir.t-:n to placing the building at an angle arvay fiorrl thc line of sight antl scrc.-'ttitt{ tt lt.:l c ilpl)ropri'ttc Parl;i1g. Iiub.jrct to tlrc necessary approvalrs lrour thc City of South llurlirtgton ancl State of \/'crnront, as applicable, access to each Lot withitt the Park shall br: approved hv the r\ssociation bry the issuattce of onc or ntore curb cuts. No othcr acce!;s';i,ill be perntitted. Ihe Association must find that the proposed Iucation and dcsigrn of the curll cuts will not create unnecessary hazards and *'rll not undulv inl.c'rferril rvith dcsired trafflc flou'and circulation u,ithin the Park. Parl,ing shall h,c Jrlir.nned in suclr a \\'ay as to ntinirnize its efl'ect on thc visual character c'f tlic Park. No parkrng rvillbe permitted closer than 10 fcct to anv propcrll linc, on roaLcls u'ithiu 1hr.:Park, aloni3 clrir,'er.vays or on larvus or designatr:d operl spacc arc:iis. or on other are':,rs uscd for sitormrvatcr clrainage coliectioLr. ircarnrcnt. or'brrffi:r plrrposes. The Building Plans shall include provisious fbr hancliicap parking. and all deli'verny areas:rnc[ traffic circulation within the Lot shall be clerpictt:d. Parking areas must be designed in a way so as to not intert'erc r','ith thc or,'erall s;tonn drainage plan approved for the Park. Parkine and lruck loar-ling docks rvill be rscreened with earth berms and landscaping so ;rs to rninimize ttu:ir visibilitl' f-rorn adjacent streets and propcrty. 4ntc:Urc1$a!::llitc Dishes. No t.rutside antenrae or satellite dishes may be installed or maint:rined rvirirout rlpproval of the Association rvhich may rercluire that such ar:rtenlnae or <iishr:s bt't.:nclosed or eft'ectively screencd tiom sight ftorn outsjde tlrr' Lot ur,on 'uvhich thr:\ are to bo located. (b) (c) (d) (e) !lxterior Liglt!,ug ,Only dorvrrshielded inca.ndescent exterior lights with rvattage no ntore than 150 watts may be installed, rnaintained and replaced as necessarv. ,,\ll iightingr -sh:rli Lre kept to thr: rninimunl practical and necessary for the use interr,ded arLd ririrall be substantiallly screened so as to provide minimum visibilit',' lron:r off the [,ot c,n rvhich the lirrhtine is located. l]xteriorsl2f Sg'uctures. The exl.erior of all improvelnents shall be colered, painled rtr lirairred u,'ithL colors thilt blend rvith the natural surroundings, and the roofr; of anv s{ructunes shall be non-ref-lecrtive and in darker tones. (1) (.onstructron_l),:riod. All buildings and itnprovements shall be diligently pursued after ,:r-lnulten(lement :rnr] shall be completed'uvithin one ),ear or otherr*'ise in accordanr:e q'ith a schedule approved in advance of construction b'y' the r"tssoe iltic,rt. ( .')\i/lJtilities. trll utilit,r" services shall be underground. The installation andi or usc of elr::ctric :ipa.ci lreating is expressly prohibited without the prior u ritten appr,rrval o1'th.e A:;sociation and any governlnental authority having perntil juris,Jiction o\ic'r the Park. l.qntJscapirlg. (i) ParticLrlrrr r:are shall be taken by eacfr Lot Owner to nrake use of existinl,l natural topogrrr:hrc and forestry features and resourccs and to incorpclrate said features ttlttl r,::-sources into tfte final Site ['la1r for each Lot. Existilg trees, slirubs and elevati,onLs shall be prr:served lvherever possible to stabilize soil, buffe r winds and prcserve or shit,'ld vicws. 'I'recs in excess of l2 inches in diameter shall rrot he removed u'ithout the: e;rDress written consent of the Association. (ii) Buildings, paLrking and loading areas, storage and refuse collection area:; and other IluiirJinu Changes shall be SC:reererl by the use of a cornbinatiorr of f-encing, rvalls. l egetation :rnd/or land contours. The usc of existing tr.rpos:raphical firaturr:s andior land contouring berms shall be encouraged. (iii) I-antlsc,apin.g shall tre conrpletecl coincidentally rvitli the completion of each building on a l-ot unless the time of vear is inappropriate in u'hich c:tse thc: landscaping shLall tre underlaken and cornpleted as soon as weather reasonably permits. (it') All Plans and Specificalions shall provide that at least 3% of the total cost of thc impror'(3rrents on er L<-rt shall be allocated for landscaping and/rtr (h) (r) plantings. T'lnt: la,ndscaping and,/or planting costs shall not include tlie costs for site clearirLg, lJ\\'nS, rvalks, parl:ing, or lighLting. The Association mav ilpJrro\ e a plan sho,virrgi la.ndscaping and plantings, the costs of rvhich are less than the requLirecl p3rcentage set forth ;1b,0v0, if the l\ssociation flnds that (a) the proposecl lan,Ji;caping and/or plantings, taken together with the existing \regctatic)n an.d tt-rpcr,graphical features improved, incorporated and/or used b1' the lLot Orvnr,:r, are sufficient tcr satisfy the objectives of this Declaration, and (b) requiring additional landscaping and/or plantings will not further prornote the r-lbjectivesr of this Declaratiott. Signs and_OttLcr l4entificiyL191L. Any sign shall be architecturally compat.ible rvirirL the irlprovements on a L.ot, taking into consideration such factors as size. colt:,r, shape. rnaterial antl cles;ign and shall be approved in writing by the Ass,;ciatiol 1;rior to installation The Assor:iation shall install and maintain a luminated si61n located at the iLntersection o1 Meadoivland Business Parkway (f/kra Switit Siticet llxtension) arrd Dynapou'er Drive identifying the Parl: (the "Pank Identit ic:ation Sign"). (lonservat.l.on. All plurnbing Ln buildirtgs inL the Park shall be designed u'ith sucfr appropriate and reasouablc water conservation t-eatures as are then available. anil at ,a mininrunr shall comply vrith all requirements in the Permits regarding such plurnbing. Wasrte Di{po:141 anclL SforrUgl4er Discharge. rlii ) !{gstcJ)isgq54l. Ilach I.ot Orvner shall be responsible for the di:ilrosal of solid \\'astes, hazarclous wastes or materials and sanitarl' and industrial \\'a:ite \\'ot,3riS generatecl tly the use o1 its Lot in confbrmance rvith all Pernrits and alI appliceLblc federal , state and municipal laws, ordinance:s, rules rrrrd relqulations No Lot shall be used or rnaintained as a dumping ground for rubbislL. Trash, garbage or other wastes shall not be kept or Iocated on the Lot, except in sanitary containers rvhich are completelv scrcened ficrm public view. There shall be no open burning on any [-ot. Clornrr.rgn lStorrnrvaterl)irscharge. The Association shall be responsible tor trcatment and clisposal of surface stormwater runoff into the nvo settling ponds to b,e located on Lots'7 and 8 of the Park, and the I)e',,eloper and the Assclciation heretry reserve an easement over l-ots 7 ancl 8 tirr the purpose of enabling the Association and any of thein ernplc'v,-'es or agents rertained thereby to enter onto I-ots 7 and 8 to construit an,J rnainLtain said settling drainage ponds and drainagc- pipes scr'"rcirg the same (the "Comrnon Stormrvater Drainage Facilitie:;"). 1'o thc: exl.e nt that any damage is inflicted on any portion of Lot 7 or 8 in thc (j) (k) (r) coursc of utilizing the easement hereby reserved, the Association shall he l.ial.rlc. f'or the prompt repair thererrf and for the restoration of the sanie to ;L crtndition compatible rvith the remainder of the Lot. T'he easemeut createLl by this section shall be exercrsed with the minrmal practical dislurblrnce to the Lot O'wners. l'he Association shall repair any clamagle causcrcl hy ttLe exercise oi: this easement, and shall remove any debris caused thereby, within sixty (60) da'ys after any u'ork inr,'olved in the exercirsc of the easenrent is contplete. The Associatron shall levy assessrnents agains;t each Lot Owner to cover the costs of its obligationti her,eunrler. (iii) Individ_rral L.ot Storrmwatr:r Dischargq. Each Lot Owner shall be responsible for tre,atment and disposal of surface stormwater runo{'f on its own l.ot in accordanc,e with applicable regulations and perniits. Eac,lr Lot Or,lner s;hall prrovirje treatment and control using overland floi,r'in gra:;scd srr,'a,[es, inliltration trenches, and/or detention basins to lirnit runo11'1ronr such [-ot to the levels a;rproved in the stornrwzlter dischargt,, perntit listed on E>lhibjit ll, as the same may be amendecl, rcnew.ed, rcissLrt-:rl or slrpcrscdecl from tirne to time. The Lot Olvner shall sr,rtrrnit all nec:,is-qilry rlata to the Association to enable it to dcternrine conrplialtcc rr ith this s,Jction. I'lece ssary data shall incluclc percentagc of intltcrvious [-ttt cor':ragc:, post-devr:li:rpment ground covcr conciitions ancl the llnal sloprc rtt,cl contours proposed tbr the Lot. Maintenancc of-settling ponds aurl clrainrt,gc outlct pipr:s spcciflc to aLLot shallbe tire responsibilitv of th: Lol Ot,rer. (l)Stolpg'1 T;rnks. Etc Nltttcrtr,rls, invcntory, ccluiprnent or m,achincry shall cithcr be storecl insiclc or il'storctl outside, slrallbc scrcencd by a suitable I'encc, hedge or other screcning clev'ice so thartit is not visible from apublic right-of-u'ay.or acllacenl properties. OuLtside display of proclucts for sale or anv oth,:r pury)os,.rs shall be p,:n-nittc:d only with the prior rvritten appro'u.al of the Associr,rrion. Any t,anksr serving a l.ot, including for tlie storage o1'fircls. shall bc buriccl or r.r'allcd s;ufticiently to conceal thenr fronr -n'iex,. of neigltbr.r:'ing llots ancl public rights-of-r.vay ancl shall bc installecl iinrl nraintairrctl itr accordanr:e rvith all fbcl,:ral, statc ancl rnunicipal rcquire'nrents and specilications, including tvitirout linritation, 10 \' S.A. ti I !)2 t qt_is!. Subrlilil;ior1. A Lot as clepicted on ther Pian may be sLrbdir..idecl pror.idcd (i) the [.,rt (Juler hrls obtaLinetl all necessary state and municipal perltits atrd apptovals required u'ith respect tc, such subdir,ision, (ii) such [-ot sha]l /rrr\ be antl renrain subject to the tetms o1'this Declaration. All appircations and submissions in. connr:ctton thereu'ith shall be prepared by'ancl at the solr: c'l:;t c'f t,he Lot Orr,'ncr. In the event of such a subdivision, tlie I)e."'eioper (prirrr to a sale of al1 of the Lots in the Park) or the Associ:rtion (1b1lo',ving;the sale of all of the Lots in the Park) rvill fi1e an amcuclment to thisr Dr:,:laration amencling Exhibit D to set forth the neu'percentage basis fbr as:;e ssrnents for eac,h Lot. (n) (o) No Residential Use. NoLot may bc uscd for residential purpose-s (p) [15:rig1lvlotllillcati,rnq. Any Lot Or,vner nray rcr]rorie [, paint. or redccorale the inte rior of structure,s on the Orvncr's Lot riithout approval of tl.rc '\ssrociation. Ilorvi.:r'er. rrroclifications to the intcrior of structures that rr,ill bc ,,'isible fronr oLrtside tLLe structures, inclucling u'ithor-rt limitalion lightirrg desigrL ancll fiLxtLrres, shilll be subject to approval of the Association. No appro,i al shall be rccluircd to repaint the cxtcrior of a structure rn itccrlrll;11166' rvith the oniginally appro,''ccl color schcnte or to rebuild. in ilcrcrr)r([21g11 rvith plans irtrd specifications originally approvccl by thc r\ssociation. Rqquir_q4rc1r,t,q[.!:hitticl_4ldiallnginccr. All structurcs constructcd on a Lot shallbc rJcsign,:ci by rnd built in iaccordancc u,i1h thc plans and spccil'lcrtions ci1-a licenscd architect or liccnsccl builcling desigrrc.r'. i\ptrlic3bilit-l'. 'Ihis DecliLration shall not appll' to the actir.itie s of the I)e r elof,er ri,'ith rcspect to thc contntolt arcas of Meado*'lancl Rusiness Purk, rrc,r to irtrpror ements rnade bi, tine Der.'eloper to conlron arc.as of NIeadc,u''larrd Business Park. To the cxtcnt tlic Dcvclopcr o\\ns any Lots tn the ,Prrk, ttris De,clanrtr,cn shall apply to such Lot. (q) (r)C'r41p],1Lncc'*![!irn.s. lt'hc developnrent of-cach Lot slrail be in conrpliirnce vrith all apprlicablc municipal, state, and federal lau,.s end rcgu lat,iorrs. Scction 2.4 No'W41rer of fruture Approvals. Each Owner acknowledges that the directors and offlcens of tfLe,r\ssocration change from tinre to time ancl that interpretation, application and enforcentent of tfre provisionsr of this Declaration rnay' \,arv accorcjingly. Approval of propos:rls, Plans and. Specifications;. or drawings fbr any lvork done or proJrgsed. or in comection rvith an1' other matter requiring approval, shall not be deemed to constitute a $aiver o1'the right to rvithhold aprpnoval aLs to any similar proposals, plans and specificat.ions, drau'ings. c'rr otlter Inatte rs subse<luenrly or actclirionally submittecl for approval. r0 Section 2.5 !a1iangg. 'l'he Associrrtion may authorize variances fiom compliance u,ith an1,' of its guitlelines anrl procedures; 'uvhen circumstanLce s such as topography, naturai obstructrons, hardship. of acsthertir: or en,vironrrtental considerations require. but only upon the issuance of riritten findinqs sr:tting fbrth the basis for such. determination. Such variances nrav only be granted u'hen uniqu,:r circu,m:itan,Jes rlictate, and no variance shall (a) be effectii'e unless in rvriting; (b) bc c)onlrar)' Io this Declaration; or (c) estop the Association from denf ing a l'ariance rn oth,:r circurnstances. I'ror purposes of this Section, the inability to obtain approl,al of anl, governn-lcntal altency, th.e is:;uance of any permit, the cost of conipliance, or the terms of an1, f inancinll s[ail not be consirler:ed a hardsltip warranting a variance. 5c!11aq2 6 l-LrritaLon of [.iab[!1y. Rcvierv and approval of any application pursuant to this Dcclaration i:r macle on the basis of aesthetic considerations only and the r\ssocintion shall not bear anl responsibility,for ensuring the structural integritv or soundness; o1'approl'ed construction or rrrodif ications. nor fbr ensuring compliance rvith building codes and other povetilmrlrltal rcquirenrents. Irleither the Declarant nor the Association, or anLy menrber of erither of the lirreg,:rinu, shall be heLJ liable for any injury, damagcs, or loss arisinrl out of the manner or qualitl, of approved construction on or modifications to airl' I-ot. AR.fII:.I-E III L ipk,=:r pp 1- {ry-fu 1p_c{1 ; E n fb rc e rn c nt : Rem c cl i c s Section 3.1 Re.:.pqtrbi]i1t. Each C,u'ner shall maintain the Lot and all ittrprovernents, structurcs, dri','eviays, par:kinlg areas, lighting, landscapint and/or plantings tltereon in good orcler ancl replir at all tirnes, irrcluding the presen'ation, cure, rnrintcnArrcc, Illtllrtgcrtlcttt, requllLtion. opc,:;rtion. insurancc, landscaping, clcaning, sno\\' renroval, repal r, rcpairrting, rcttrodelrtrq. rcstoration, irnprovcntcltl, rc-uovation. alteration, replaceruent or rccollstructiott tll'the same (thc "l.lpkeep''). l-awns, landsc,aping and plantings shall be rcgulairly maintaine,l and l;eprt in a neat condirtion. Shrubs, plants ancl trees rvhich become diseased or die shall be re;rlar-:t-'d as soon lis seas,onally possible. The Association shall tre responsible firr the Upkccp r-r1'thc Common Stonnrvater Drainage Facilities, thc Park ldcntification Sign anrlthc ro,,uis depicted as "l30'Wide Road R.O.W. to be (--onr.eyed to City,of So. Burilngton r\rcu: -5.i-tl Acr-.s"', "60'Widc l{ight-of-Wayto bc Colveyed to the Clitl.ol'soutlr L3urlington Arca: 1.01 Acrcs" ancl "b0' Wirlc RoilLcl R.O.W. to be Conveyed to City of So. BLrrlington Area: 0.!)8 Acrcs" cn thc Plan ('the "I'rimarry Roads") until such time as anv slrcrl Pr-iurary Roacl is accc-ltterl trr,1hc- City (togethcr., the "Conrrnon Elernents"). Scslra:r =] 2. Fttrlltre !r (lor1p!r ![4[ L]pkeep Obligation. If any Lot Orvncr shail fail t:r kcep in as -9ood repair ancl :;orttliti,ors as rvhen it lr.as corlpleted (nonnallvear and tear excepted.) anv Lot or ittrprovelltcnls thercrin for rvhicltr l-ipkeep it is responsibie, the Association may give t'toticc'to such Lot C)u'ner of the:condition,contplained of, sp,:cifying generallythe action trl be takcn to rectif\'titatt:onditicn [f :;ur:h Lot Ou,ne r fails to rectify that condition l'ithrn thirr,"'(j0) 1t da1.s of t6e date suctr notice i:i gil'en, or such shorter period rrs may be specilied in tire notj.ce if the circumstances \\,arrarlt a s;horter periodl, thc lr.ssociation shall have the right, but no obligatiorl, to rectifr; titat condLticn b1r taking s;uch actiorl (or b-v" causing such actiott to bc t:rkcll) as so specified irr tlie notice. 'i'he costs incurred by or on behalf of the Association rn recttll, ng t6at conditiol shall be asst:ssct1 algainst sr.rch Lot Owner in accordance with Section 5.4 he,reof. Sggj!(JIl 3.3 No4cclrforrninq Building Changcs or Lanclscapirtg Charnges. Any Builcling Cihange or'l-atrclscaping Change plar:et.l or made irr violation of this Declaration shall be deemccl to be nclnconfornring. 'Upon writteil request from the Association, or the Deyeloper. the Ou'ner(s) of a [-o,t on which such nonconforming Building Change or I-anclscaping Changle sira[.i, at its o'wn cost and expense, ren]ove such Building Change or I-andscaping Chan;1e (or restore arLy landscapring that was retnoved as a result of a ngncunfurnring Landscaping (ihanlge) ancl resrtcire the land to substantially the sanle condjtiott as existed prior to the nonLconfbrming work. In the event the Lot Orvner fails to rentt-rve and rcstore as required, the Associatrron or th,s Developer or thr:ir designee shall have the rip;ht, l4t! no obligaticln, to enter the l-ot, rentove the violation. and restore the Lot to substantialll'the sanie condition as prev rurll'r.:xistcd, at the Ori'trer's expcnse. If the Association fails ttt ncrtily a l-ot Owner in s,riting of such violation within trventy-four (24) months of thc issuanc,.r of'a cei-tificate of o,;:cupuncy ILrr the non-r:onforming Buildi.ng Change or Landscaping ['hangc (or if no certificate rlf occul'r,:rrrcv ir; required for such change, within twenty-four (24) trlotitlts of the cornpletion or installalion of such change), then the,{ssociation's rights under this Section 3.3 *'ith respect to such ncr'n-conlbrrnirrg Building tlfixng. or Landscaping Change (but n{lt as to any other non-confirrrninq I}uilding Change or Landscaping Change) shall laps,c. Section 3.4 Rerlrec!!:s. Any ctlnlractor, subcontractor, agent, etnployee, or other invitee of an Owner r.l'ho l'ails to contply lvith the terms and provisions of this Declaration nra'r' bc cxcluded from the l-ots bi' thc Association. In such L'vent, the Association, nor its olllcers, directclrs or agents, shall be hcld Iiable fbr any damages resulting fiorn their exercise of the rights granted by this Declaration. In addition to the foregoing, the Association, the Developer ancl each Ou'ne r shall havi: the authr.rrity and standing to pursue all legal and equitable rernedies ravailable to enfbrce the provisions of this Declaration. ,\RT'ICLE IV .fr:ffic Signal Section .1.1 l)ursLranr to Pemrit Clontlition 5 of the Amencied Arr Pollution Control Pcn-nit N<r. AP-90-052C ir;sr-r,e ,l on Octohcr. 2.2, 2001 for Mr:adorvland Business Park, and as it mav be turther amendecl fl',rn'L linrc 1o tine in the future (the "Air Pollution Control Permit."). tire Developer is recluired to ol.rtaiir a traftlc sludy in 2009 (the "Traffic Study"'; to determine nhether a tral'fic sig:nal (the'l'raffic Signal") r.r,ill have to be installed on Route 116 to facilitate access to the Parl<. I he Association shall be responsrble for the actual cost of- t2 perfontling the Tralfic Stuc|r rrncl, if neceissarrr', rtf installing the Trafhc Signal. In order t(J eltstlre adequate funds tbr the perforrrlanc{l of the Traff ic Study and, if uecessary, installation of the-traffic Sigral, the Associatiorr shall estabUsh a traffic escrow account (the "Triiffic Escror., '\ccount") in ttrc arnoultt :f thc erstinrated ccrst o'f the Traffir: Study and installation of the-fraffic Signal (SE0,00(l). llJpon the slle otieilch rtf the .Lots, each L,ot Orvner shall pa1'to the Developer au amour.rt equal to sucli l-ot's, pro rata share of'the Traffic lEscrorv Accoutrl as such pro rata shrrc is set fbrth on l:xhibit D attar:lrecl hereto ancl incorporatecl herein. T'he Association shall bc entitlcci to ler.y anv Spcc''rl ,\r;scssme:nt(s) (:rs; clcfined in Section 5.2 below') to paythe cc,sts of the perforrnance of the Trafllc Study and, if necessary, the installation of tire T'raffic Signal, nhich exceed the amount in the fraf{rc Escrow.Account at the time such costs are incun,ed. r\nv arnounts left in the Tral'fic []scrow' Accounl follorving fulfillment ol'the conditions of tl'rc Air Pollution Control l)ernrit (ar; the s:lme m,ay be amended from time tc'r tinre) shall be transf'erred to the general accour.lt mi,int.aincd by the Assoc,iation pursuant to its obligations under this Declaration. ARTICLE V Asses;sntents Section =i-! Plltpel:! and Paynrent o1''Assessmentg. The Association shall ler"y, a charge firr the paylnent o1- it:; revierr,'and ntaint,:nance oblilgatious ulider the Associatiorr Docunrent.s (the "Assessrrlerrtt;") against [-ot Or,l,ners in ortler to raise lnone]'to pcrtbrrn suclr obiigatiorts and to c'stablish adiequate reserrve:i lo mee)t the r\ssociation's future obligatio.ns under this Declaraticln. Such Asse ssments sirall be adequate to meet (i) actual or anticipated expenses or financial obligations of the l,ssociation hereunder (thc "Conlnlorr Expenses") ancl 1ii) actual or anticil.rated alloc:rtir)Lui to sur:h rcserves as the Associatioll may e'stablish or nraintain relating to or arisin.q under Articles II, III and IV hereunder (the "C'omr-non Elernent Expenses"). Each Lot Owncr sl.rall pay rvhen clue such Assessments as may be leviecl against It- Serttq! 5-2 Aruua,l-Asscssrnenrs. lllntil the beginning of the fiscal l'ear of thc Association lbllowing the finil conveyanc:e of any Lot to a Lot Owner other thal the Dcveioper, the annual Ass;essrnent against sur:h Lot Orvner shall be due in equal installntents on the date of such conve)/iince ancl, as deterrnirred by the r\ssociation, on the first clay of eacl:L fr-rll quarter (if any) rentaininil in thLat fiscal 1,r:ar. For the fiscal year fbllorving the first c(lnvevance of any ll-ot to a l,,c,t Ou'ner other than the Developer, ancl for all f iscal years thereafter, the Association shall f i.x and nrav change the amount of the annual Assessntents. Except as providecl abol'e for: the fiscal year in'rvhich any I-ot is conveyecl to a Lot Orvn.er other than the Dcveloper, pa\,,lnent of an equ;Ll instalhnent rrf the annual Assessment levied against each Lot Ov,rner siLall be ,rome due at thr: end of each quarter during thc Association's fiscal rear, and suclt an ittstallrnent shall lbe clei:mecl clelinqrrent if not received rvrthin terr (10) dal's of the date upc,n u,ltich it beconres due. 11'a fiscal year begins rvithout the amount of the r3 annual r\ssessmenls for sucll year having been fixed, instaLllments shall continue to become due rn the same amourts and on (he same dates as in the preceding fiscal year, but the amount of tire remaining installrnenis bccorning due after such time ars the amount ofannual Assessments tbr that fiscal 1''ear has bcen f ixecl shall be arljusted, so that the total of all installments shall equal the total of the aruruai ,\s:;e:;sments fir:ec[ for that fiscal year. Section 5.3- !trpcli1l Assersments. In the event of any actual or anticipatcd shorraq,-' in the funds necess;ary for reserv'es and 1.o pay the costs contemplated by r\rticles II, III and IV hereof, the Associ;ttiort nrair levy specia.l Asser;sments (the, "Special Assessments") in arnounls sufficient to cover the sh,rrti,rlle arrd shalI specify the date or dates upon which the Special ..\sscssntetrts shall bc duc (cithen in lunrJr sulns or installments, zrs the Association nra) determine) front tire Lot Or,',rrers against w'hon the Special Assessments are levied. Section 5.4. Ilg;is qf hnnual arrd Sgejcial Assessrnents. Annual Assessments rancl Special Assessments sliall Lrr": made against the Lot Orvners on the basis cl1'(i) Contnron lrxpcnses and reserves tltercf.rr, and (ii) C]ornnron Elenrenrt Expenses and reserves therefor on thc follorviltg trasisr: Lt)t t)\\'ners; (includring thc Developer if the f)eveloper is a Lot Ou,ner) *'ith each Lot Owrter being asscissed a p,3rcentage thereof r:qual to the percentage set fbrth on Irxiribit D attached hereto a;nrl irrcorporated herein. Section -5.5. []xlra,.rldrnarylAssgljnlgnts. 'fhe Aiisociation shall individually assess i:r Lctt Owtter for the arrotttLt of attv costs incurred or to be incurred by the Association pursulli to Scctic'rtts 3.2 and 3.3 hr:rc,o1', and shall individually assess any Lot Orvner firr the amount ol anv fines irnposed, and for ar y (josts incurred or to be incurred by the Associ:rtion, because trf any r"iolatiolt of Se,;tions 3.ll: or 3.3 hereof. Irach such Asscssment shall be clue ten (10) da,v's atier notice thcreof is gir,,''y1 lo thc aff-ectcd Lot Owncr utrlcss the notice specifies a iater clate for payment. Section 5.6 I-irlbiliqy-.!or Assessment:y. Each Lot Owner shall be liable in pergonaqr iirr all Assessntcnts levietl a,ilainst that I-ot Olvner. No Lor Owner may ar,'oicl liability,tlrr an; Assessment by rvaiveror nor:ruse tlor abandollntent oiany right or real estate. Section 5.7. Intqrest-o!Jrs5essmrrents. If not paid within ten (10) clays after the date duc. any Assessment or irtstr,rllnrent(s) tht:rcof shall bear interest, from the due clate until the date it is fulll'paid rvith inte'lcst, at the rate of eighteenpercent (18%) per annum or rhc thcn- applicable maximum rate perrnitted b1' lar,v, rvhichever is less. Section 5.8 Liens 1'grr .,\ssessrnent!. I]ach unpaid Assessment or installntent thereof levied pursuant to this I)e,:lanrtion shall consritute a lien in favor of the Association running riith and burdening thc re.tl ,:rSt&te lvithin the Property of which the delinquent Lot On'ner is the Ou'ner, and running u'itlr rrll appurtenalrc3s thereto, fronl the tirne it becomes iiue, ancl u'ith thc interest aci:ruing thcr:on. Until fully paid and satistied, that lien shall also appll,' to encunlber an1'portir.ttr(s) cf thr-'P'roperty therr:a1.ter ou,ned (directly or indirectiy) bv that Lot t1 C)u,ner. Subject to applicab).e la'uvs, tire lien r:reated by this Section 5.8 shall be prior to all lrens and encumLrrances hereafter recorded" Section ,5.9. ReCgXfes foLNqnpa)'rne:nt. 11'any ltssessment or installntent thereof is not paid rvithin ten (10) cl:ayi; rrfter the date it becomes due, an action to foreclose the lien and/or to obtain n Frersonaljudgment against the delinquent Lot Owner may be brought at an)' trme by the AssociuLtion o;: an', pcrs()n authorized to act on the Association's behalf. The prevailing partlr sf such a,cti'Jn shall have the rrght to reimlrursernent from the other party for court costs and reas;onablc attrlrne)/S' and other f-ees incurred in connection therewith, and the Developer shall be subrog;atc:cl tc, such right if it pays or reimburses any such costs and 1'ees orr account of or to tlic Associal.ion. lf the l\ssociation is the iprevailing party and is entitle,J to collect its costs and fees as prrtvided tbr rabove, then such costs and fees shall be deented to bc "extraortlinary assessnrenrls" pursuant to Seclirin 5.5, and as such shall beconre a lien on the Lot(s) orvned by thr: non-pre vriling party. AR:IIL][-E VI Irascurgrlr Sectitttt 6-1. F.Ar1-'rngrts tbr UpkecgObligatlq6. 'l'he Developer hereby grants to thc Associatton easemcnts descnLbed in or necessali to perlorm its rights under Section 2.3(k)(iil. Section 3.2 and Secti<ln 3.3. Scctiort 6.2. Ira.renlqntr; tor [Jti]j1iel. All of the l)roperty is hereby made subjc.ct ro an easentcltt lor thc protisiorr to arx) portion(s) of the Prop,:rty of all utilities, including rvithout linritation, \,\'ater, sewerage, electricir:y, gas, telephone, ancl telecommunication r:onduit lines, suhject to thc Associatir:rn's revierv and approval rights in Article II. Thc right is hereb,, reserled by the Developer anc the AssocLatitrn I.o grant pcrmits, licenses and easements over and through any'portion(s.) ol'the F'roperty, including without limitation, any Lots o1'rvhich th:: Develctper is not thc Ou'ncr at th,= l.ime such easrements are granted, fbr utilities and other purposes reasonablt necessary or useful lbr tlhe proper upkeep and functioning of the Propert-y'. Said ease ment andl res,3r!'ed riglht to grant future pe-rmits, licenses and easemcnts shall be liniited to (iL) the areas shorvn on a plat entitled Overall Site Plan dated November 2001,last revised August 30, 2002 prepared by Civil Engineering Associates. Inc., and (ii) ar:i area the boundary of rvhicrh shrll bt: not more tiran 1[) f-eet li'onr the boundary line of the I-ot atfected bt' such easemenr, hRTICll-E !'II Duration. St:r,e'Lrbili15 ArnendmcntsL_Watyer:, Notice of Sale. Etc. l-) Section 7.1. Dr.rlatign of Covenantg '.this Declaration shall mn ri,'ith the lancl and shall be binding on all L,ot Ori,'neris for a period of thirty (30) irears liom the date this Declarati,on is recorcled. after rvhir:h tirne tfLis Dcclaration shaltl be automatically extended for successir,'t: pcriocis,rf ten (10) years each. unle,ss an instnlment sigrecl by 66 213',/o of tire Lot Or'r'ners; (otrc vote per l-ot) teminates or an'Lends this D,eclaration. Section 7.2 Serstrrltrilit), lnvaliclation of any or one of the provisions of this Declaration by judllrrient or courl cr,rcler shall in no rvity alfect the othcr provisions, which may l;,e in full force and eff'ect. Sccllon 7.3 Al_Lcr_Llrnenlg. The sc protcctivc- covcnants ancl thc ten'ns uncl conclitiot'rs o1' this Declaration rnty bc arren,lecl a.t any timc arrd from timc to time by the Devclopcr prior to tltc salc of all o1'the Lcts in tl-Lc f'lLrk b';r crecrition of a r.vritten arnendntent anci thc recording of the sr.uneintlielandrer:orclsofthcCit,lofSouthBLrrlington,VrJrrllont. Uponthesaleofthe lastclt' tlreLotsbythcDerekrper, (i'521-\9,',aoftheLor[()wners(one voteperLot)mayanrendtherse covenants b)'execution o1'a w,ritl.en amendrnent and the rccording of thc samc in the land rccords ot'thc Clity of South Burlinsl,on,'Vcnlont. Anl,proposed amcndmcnt rvhiclt u'oulcl con{lict rlith or alter the tcrnrs and contliti,ons 01'arrypcnnit affecting thc Property shall be subrnitted to i111sl approvcri by thc appropriatc tf'trclcral, state or rrrruricipal authority prior to such anrenclment bc.conting c-ftc'ctive Any anre ndmcnts to this Deciaration shall apply to corrstructron aind nrodifications comrneuccd al'tcr the clate of such amendrncnt only, and sliall not requirc nrodifications to or rernot,al ,ll-stnicturcs prcr,iously approvecl by the Associaticir-r. .!!l!aqz4 ObLgrt ons r:r1'Lot Ow'r1qrs. Notrvithrstanding anythirrg he re in to the cL)ntrar], in thc cvctrt thcsc co','enilnts are temrinatcd or ame ndecl pursnant to Scction I.1 or I.3 hcreol. the individLral L-ot Ori,ttcrs s;hall bc jointly zrncl scverally liablc in the pro ratu prop,ortion sct forth on hxiribit I) tbr,ii) the lj1;kcep of the (lornnron Elenrents, (ii) thc cost of the'l'raffic Studv and installation o1'the-l-r:rffic Signal, if nccessiiry, and (iii) any'and al1 municipal or state tarcs anci assessllents rcluting to all f'omrnon F)lcmcrrts. IN W ITNESiS G,Wt{EF:t'OF, Suntnter Icc Joint Venture set its hanci ihis Il- day o1' )ftt ii lN PRITSENCE Or.S;L]VIMI]R ICI'' JOINT VENTURE Ef y: Authoriz t6 S'IATE OF \/EIIMON'I' COUN'IY OF' CIHI'l'TENllEl'i. ss .{r Burir*gron. tiris I ],1-orl,or 1}gryJE".- . l4i,personally appeareclN'11.ARK NEAG;F.y cluly aulhorizcti a.gu-nr ol'SUM|MER ICE JOINT VENTURE, atrd hc acknorvledgcd this ilstrument, by irint sca.letl rnd signecl r[o bc tris free act and deed and tire liee act arld clercd of' SUN{NIER ICE JOII\I-I \'[]N1 URE Eietbre me 2 10i01 IN WITNE.SS,\Irrrrrd llris 1l> tley of IN PRL.SEN('E OF:IUIiADOWLAI{D BUSINESS PAIiK O \\'N Il l{S A.SliOCIATIOl.l. INC. .\r r \ \ Its Duiy Authoriz S'fATF C)F \/ EI{N.4ONI- t'oL] NTY OF- C-H l'l']-EN [-r Hi.;. ss. lrft 1\ ^ -At Burhngton, thrs '\ | cla1, of I t cr,-,--ytt- _ , 1bO , personally appearcd N'I,ARK NEACLE.\'dLrll'aulhorize,J a1g:nt of N{EA.DO\ITLAND BUSINESS PARK O\,\NERS ,ASSOCIATION, INC., and hcr aclinori,'ledgcd l.his instrumentl, by him seaied and signcd to be hi:; lrce act and dce<l anrl the liee act and deed ol'1I,{EADOWI-AND BUSINESS PARK OWNhRS ASSOCI.\1'ION. iNC'. exp rrc WHitiR EOF, Meador,r'lancl Wqa[At .2003 Business Park On'tters Associatiort, lnc., sct its By: Betirrc "* ,]UtA,, J-L!4!t: Nota,ry Pttdti. -/ Nly cornmission erpircs: 2i 10,'07 t7 Notary Publ{d N4y c;omrlission ,;.: /\,\\ ITIICSS \I EXHIBIT,\ PROP ER'I)a DESCRIPTION Being all a1cl the sante land ancl prerntises conveyecl to Summcr Ice Joint Veutitre b,v \\'an'anty Deccl of Nlarble Ba'k, dat,:cl -[]ec,3tnber29, 199:;, aud recorcledinVolume 387, Page 439 of thc Ciitl,of SoutS BLrrlitrgton l:in,l records, EllCltlPl' those parccls conveyed to the City of South tsuilirigtolby'(1)V,,'anantyDcedclateclOctober 23,1996,andrecordeclin\rolurne40l,F'age 350 of said la1cl rec6rcls; (2) 'V\/arrapt),Deed clatr:d October jZ3, 1996, ancl recorded in Volunle -101, Page 3,52 6f saicl lancl rcc:rdls; arul (3) Wanranty Decd datcd Octobcr 2:1, 1996, atld r':corclcd in \,'o1unre, -101, Pailc 3-5.4 o{':raicl land rcc,lrtls, firr use as public streets' Saicl lanrl ancl prenrises arc dt.:lricted on a plan entitlecl "Meadorvlancl Business Park, Hinesburg Roacl, So. Burlingrpn, \,'f', -\Lrbclil'ision Plat," p.repared by1'rudell Consulting Ettgineers, Itrc., clatcclApril 2i, lggb,rcvir;er.l ,\u;gust 27,1t)\)6,andrccordedinMapVolunte3S6,Page98of tlrc Citl'of South BLrrlirtgton lan,:i rccords (thc "PJat"). Saicl lapcl ancl prcntises ar(l srrtrjcct to tu,'entt, fbc,t (20') u'ide perqletttal casetrtetlts and right of g at's 1or purposcs rif c-onslnLclinq and nraintarning a rccreational pathrvay for prrblic usc. gTailterJ b1'suntnrcrlce Joirrt Venturt: lrt the (lityolSoLrl.h Btrrlington byRecreatiott Path Easeulellt DccLl datcdOctobcr23. l996,ancl rccordecl in\/olum,:401,Page 347ofthef)ityof-SotrthBLrrlinstotl lantl rccorcls. The casclncllts artcl right of uitys are dcpicted on thc Plat. Said lanil anciprenriscs arc sulr.lect to thc case nrcnts and riglrts depictcd on the Plat, inclr-rtling rr ilhoLrt lirlitution tltc follow it rg: (i) "lIincsburi: l{oacl North Sce nic Vier.r' Protection Zorte"; (ii) " I 00' \\'irir,r Cc,trs;ervation Zonc"; (iii) "20' Widc Drainage Eascutettt"; (ii') "2(X)' \\/icle C'onsen'ation 2lone and Drainage Easement" (r) "200 C)pcn Space Buffi:r"; (r.i) ''50' \\'idc' (r ii) "30' \\'idc l)raLinage E:Lsenr,ent"; SL \\ cr & Drairt;rg'-' Eascment"; and (r iii l ".\ir-|()rl . \pPr()itclt Corte ." )ry \1 Said lalci anclpremLses arg suLrlect to aten foot ri10') rvide e:rclusive andperpetual right and r-asement to lay, collstruct re'crnstruct, oprerate, repair, mainLtain, replace, patrol atld remove unclergroulcl cables, lines, cr.rncluits, frxtures aLnrl appr.rdellances for the transtnission of hi13h ancl lor,.uoltage elcctric curent tirrcl Ibr tclecommunicatton use, granted by Sun1mer Ice .Ioitlt Ventitrc to Green ivlotintain pog,er Clorporattion and Neri'England Telephone and Telegraph Company'b't' Iiasernent Deeci ciated Oct,rb,::r 4.20()2, and re'cc'rdecl in Volume 572, Page (r20 of the Citlr of South Br-rrlington l:r'nd rcc'lrtls. Saitl lapd and prenrises arc sLrlrjc,:t to ape:rpctual and exclusive easement ancl riglit to collstruct. recolstnlct, crtend, openrtc, rrrai ntain, u-love, replace. alter, inspect, repair, relll()ve. changle thc size of-, and abanclon ip placc llipclines desire,J {br the transportzrtiott of gas, petrolcLttlt products and/or energy substances transporlable b1'pipelines, togethe,r lvith all other rights llecessarv or copyenielt, graltecl bl,Sunrrn,:r'lcc Joint Ventures Isic] to \/ermont Gas Systents, It]c.. bliDcccl of Easerlelt Irgr Pipclipcsr ciat:d Or:tober 3(), 2(.102, ancl rccorded inVolumc 577, Page 87 of thc (lit-v ol'South Bttrlitrgtolt lattd rccords. Siaitl land and prernises ru''i sLrbjc,:t to an cascmcnt in favor of \"erizon Neu'F.nglatrd, Itlc.. bv [:aserrrept Deed clatecl Octob,:r 2.1,|],(.'02, rincl recorcled in Volume 581, Page262 of the Clrtv ol Soutl"i Buriington latrd recortls. ;Yl'l EXHIBIT B IT]RMITS L Temrs and conditrc,ns cf sitate of Vemont Land LIse Permit # 4C10[)5 dated May 1'1. 1998 ancl re<:orded ir.r'\'olunre 428. Page 355 of the City of South Burlington land recorcls. as antenclecl fronr tinrc lo tirne, incLutling "vithout linLitation, Land Use Pemlit #4C1005-.1 dated January 8, 2r-t0,i: Land Use Perrnit #4C1005-3 dated December 4, 2002 and recorclcd ir.r ''v'olumc 582, )Page 302 of lhc City of South Burlington land records; L.anc1 Use Pennit l+'lc-1005-,A. datccl Apn.l 17,2:"003 and rec;orded in Volume 608, Page 216 of thc Citl,of Siouth Ilr-rrlirrgton laucl rccorcl:;; zrticl L,iurcl LIse Pcmtit #4C100,5-B dated Jull' 22, 2003 antl recor,.lctl. in 't/olume r528, Pagc 236 o1- the City of South Burlingtott lancl rccorcls. 2. 'fcnns and conditions c,f sltatc Subdivision Permit No. ECI-4-20021 dated November 6. 1996 and recordecl in \ ohrnre 401, Page 536 of the City of South Burlirtgton land rccortls. 3. Terrns and conclitic)r.rs of sltatc Corrditional Use Dcternrinatiott No. 2001-398 clated October 1.2002 ancl r,::ordcd in Volunre, 596, Page.258 of the City of Sotrth Bttrlitrgtotr lltttd r.'c,trtls -+. 1'enns and conclitiolts c f sltate Stonrtu':rtcr Discharec Pcrrlit No. 1-i269 dated f)e ccntbct' 30.1e9{, -5. 'ferms and conditiol.rs cf Sltate Public Wa"ter Systcm Permit to Clonstruct No. E-06.29 clatccl Novcrnbcr l.l, 199(r and re-issr,red on August 6, 2001. 6. 'fcnls and conditic,rs ct'State Air PollLrt:ion Control Pcrmit No. AP-90-052 datul Augu:;t 1 9, 199l. as amendec1 l'ronr time to trme, including u,ithoLrt linritatiort, Amendcd l'ir Pollution Cc,ntrol F'enrit lrJo. AP-9t0-0522r datecl February 4, 199;l; Amended Air Pollution Cr:,ntrol F'crnrit l{cr,. AP-9r0-0:i2b dated July'1, 1996; Amendecl Air Pollulion Control Pen'nit No. AI' 9()-052c date cl October 22.2001. 1. Tcnns and c,onditions ,lf'Annv Corps of Engineers Permit No. 200102616 (replacing Pcmrit No. 1996()116,11) dated Octobcr 21,2002 rc: authorization to proceed under State General Perrnit No. QP-55;. E. Tcmrs and c,:nditions (-rf State Agencr,'ofNatural Re sources Water ()uality Division Findrngs of liact and Cllrclcr irlo. OFL-5-00t.)4 dated Nc,vember 1,2002. 9. ferms ancl conditions r-rf State Wastewater System and Potable \Vater Supply Pcrnrit No. \\W-4-174-l clated De,::cmbc:r 3i, 2002 and recordecl in Volurne 590, Page 411 of the C'ir.y of South Burlineton lancl rccords -U 10. Temrs and ,:orrditions; set fi:rth in State of Vermont, Agency of Transporlation, Pemit Approval }r'o. 27192. ssued to SuLmmer Ice Joint V,enture on October 16,2002. t 1. Tenns and r:otidttions of the rnunicipal llermits and approvals for the Property, includinsl rvithout litnitatiort, planninlg comrnission, developrnent revierv board and clepartment of' plamring and zonins approvals and'or penlits clated October 8, 1991; September 14, 1993;JanurLry' 17, 1995; lSeptemb,:r 10, 1996; Octotrer 8, 1996; Septenrber 7, 1999: N,Ia.,, 7,2002; Septenrber :\(;,20(.t2; October 15,2002 and November 5, 2002. ?Z 7\ IiXHIBIT C C'lifi.]'II ICAIE OF DESI,GN REVIE'vV APPRO\/AL IvIE:ADOWILAIID BUSINIIS Si PARK South BLrrlineton. Vermont KNO\V :\l-l- N'ltri\ ll\'l'H,ESE PlUrSEl{TS that therMeadou'land Business Park C)rr'ner.s Association, lnc. (the "Assoriation") dul';-constituted pursuant to the Declaration of Covenants, Clonditions and Restrictic'rns tor lv{eadowland Business Parll, South Burlington, Vermont, dareiJ Fcbruar\' 26.2003 and filed b,y ther Declarant, liumnier Ice Joint Venture, iri the South Ilurlington. Vertnont land re ,c,.rrcls on Fetrrua,ry 27, 2003 at Volume 597, Page 459, as iiutended and rcstatr:d b1, ,qr.t,.nded and R.estated Declarati,on of Covenants, Conclitions and Restrictiolts tilr Meadorvlrtncl Business PeLrk. Sct,uth Burlington, Vernront, dated December 2003 and filed by tltc Declar;:t.:tt, Summer lce Joint Ventu16,, in the South Burlington, Velrlgnt land records on __ , 2003 at Volume _ _, .Page ___, (the "Declaration"). hercb,v certifies as filllorvs: That the Ass;ociation rt:vir:'*,ed the Plans and Specifications (as such ternt is cleflned in the l)eclaration) dc,.;cribed bc,lrr*' firr Lot _ _ irr Meadowland Business Park and approl'r:s said platts attd specif icatiol-ts pursuiurt to the Dreclaration sub-iect to the fbllorving conditiitns: tr Nclne u List conditiurrs: 'l'ltis Certificatc is intcrdcd rsolely to e,,'iclence compliance of the Plans and Specifications listed belotv rvit.l the rcquirernents of the Declaration, and lbr no other purposc. and may trot be relied upon b';, any person for any purpose other than as evidence of suc[ conipltance. Uncler no cirr:un:ritances is this revierv and apprroval to be regarded as a revieri,or approval of the adequacy c,r suffrr:icncv o1 the pr:oposed design, the compliance of the proposed design witl:r anr,appl.,cahL: f'ederal, s;tate or local laws, codes or regulations or qoverrutlental perrnits or apprrJva.ls, inclucling rr,,ithout limitation, state land use pcrmrrs. municipal planning and zoninq perrrrrits and approvals or anli applic:rble electrical, plumbing or building codes. YY I)' l'his Ccrtificate applics only to the conrpliance of t:he plans and specitications listed belorv. and nrakes no rcfr:es(-'ntlti()n reg:Lrcling any finished construction or its cornpliance rvith the plans and specitications. the Declarartion or any f'edera[, state or local law'. code, regulation, perntit rlr approval. 1'he specific plans and sprecifications to which this ,[]ertificate of Design Revierv Approval applies are as lltll:nvs: Dated at Burlingtorr, Vcrut<tnr this dari rif )o Iv{l,ADOW'I-AND B LISINIISS PARK O\,YNERS AS:JOCIATION, INI] f31': \\'itncss [)rintc-il nanrc [)trl1 ALrtlrorizcrl Agent SI".\1'I] OF \1E,RIV{ON]' ( t'IITTENDhN L'OUN'f\', -siS. At _, \'ernront, in said (iountl,and Statc, this ____ da1, o1' _, pcrs,lnally appcared, dLrly authorizcd agcnt of thc Ileadorvlaud Btrsincss Park C)'r'n,crs Asso,liation, lnc., Soutti Burlington, Vcrmont, and s,'hc acknou'ledged this instrun:ent, by hin/her srgne-d, to be his/hcr liee act and deecl and the lree act anrl cicecl of the l\{eadou'lancl.Flusiness Park Oivners AssocirLtion. [nc.. and his,'hcr fiee ac1 anc] clc.-cl. Elelbrc rne: )4 L" Notary Public l-ot Lot 1 Lot 2 t.ot 3 Lot.l Lot 5 [-ot 6 Lot 7 t-ot 8 [-ot 9 Lot l0 Lotll Lot l2 Tt.rlal Ac-|!-ig.g_ 4e 5t) 800 20 20 t 1a-). l-l 306 3.29 3.9(r 3.9rJ 3.8]E 3.22 -).t.4 1.17 t$.i3 I1)IHIBIT D yr )'\ 15.1% 7.3% 18.4% 2.9% 2.8% 3.0% 3.7% 3.6% 3.5% 2.9'% 2.1%' 4.106 100,,/o 1/o Ilasis for Assessmerrts HIUD {3F iN##[Jffif;NT Onion River Animal Hospital Landscape Budget 8.23.24 Notes Description Quantity Unit Unit Cost Total Direct Cost 02.9 Landscaping 03.3500 Concrete Finishing Exposed Aggregate Walk 2059 SF $ 2.00 $ 4,118.00 10.7100 Exterior Specialties Exterior Bench 6 EA $ 919.50 $ 5,875.05 Adirondack Chairs 2 EA $ 277.00 $ 589.00 Bird Houses 3 EA $ 128.00 $ 407.10 31.2200 Grading Fine Grade -walk 44.44 CY $ 33.32 $ 1,530.47 31.3200 Soil Stabilization Geotextile Soil Stabilization 1200 SF $ 0.23 $ 291.55 32.1100 Base Courses Gravel Base 22.22 CY $ 43.65 $ 1,010.91 Crushed Gravel Base 22.22 CY $ 54.18 $ 1,261.29 32.9300 Plants Trees - 2" 6 EA $ 690.00 $ 4,140.00 Page | 2 Trees8-10' 5 EA $ 900.00 $ 4,500.00 Trees - 6-7' 2 EA $ 700.00 $ 1,400.00 Trees - 2.5" 13 EA $ 805.00 $ 10,465.00 Shrubs - 4-7' 39 EA $ 250.00 $ 9,750.00 Shrubs - 5 Gal 21 EA $ 138.00 $ 2,898.00 Shrubs - 3 Gal 50 EA $ 115.00 $ 5,750.00 Shrubs - 2 Gal 10 EA $ 105.00 $ 1,050.00 Perennials - 1 Gal 237 EA $ 30.00 $ 7,110.00 Sub Total $ 62,146.37 General Liability Insurance 1.0% $ 590.39 Management System Licenses 0.3% $ 174.01 Contingency 4.5% $ 2,796.59 Escalation 5.0% $ 3,107.32 Sub Total $ 68,814.68 P&P Bond 1.4% $ 990.93 Fee 5.0% $ 3,440.73 Total Cost $ 73,246.34 Meadowlands Animal Hospital Construction estimate $5,166,075.00 $250,000.00 $7,500.00 $250,000.00 $5,000.00 $4,666,075.00 $46,660.75 Landscape Budget Required $59,160.75 1 EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that NORTHEAST TERRITORIES, INC., a Vermont corporation with a place of business in Burlington, County of Chittenden and State of Vermont (“Northeast Territories”), in consideration of the sum of Ten and More Dollars paid to its full satisfaction by ___________________________, a ____________________ with a place of business in _______________________________ (the “Abutter”), by these presents does freely GIVE, GRANT, SELL, CONVEY, AND CONFIRM unto the Abutter, ____________________________________, and its successors and assigns forever, a certain access easement over a parcel of land located in the City of South Burlington in the County of Chittenden and State of Vermont (the “Easement”) described as follows, viz: Being an easement twenty-five (25) feet in width for the Abutter and its successors and assigns to construct, reconstruct, maintain and replace at its sole cost and expense, a driveway for access, which is depicted as the “Proposed 25’ Access Easement for the Benefit of Combined Lots 8-9 to the North (Currently Homeland Security Office)” (the “Easement Area”) on a plan entitled: “Proposed Conditions Overall Site Plan” prepared by Civil Engineering Associates, Inc. dated April 7, 2022, last revised October 14, 2022 and to be recorded in the City of South Burlington Land Records (the “Plan”). The Easement has been aligned for the future connection of the existing driveway/parking area on Abutter’s lands and a proposed driveway/parking area on Northeast Territories’ Lands in the general location shown on the Plan. The centerline of the Easement shall be the centerline of the driveway access as installed. This Easement includes a temporary construction easement fifty (50) feet in width on all sides of the Easement Area as may be reasonably necessary to install and construct the improvements within the Easement Area and to maintain, repair or replace said improvements from time to time. This Easement has been provided pursuant to Section 13.02 of the City of South Burlington Land Development Regulations (the “LDRs”), which requires commercial lots (retail, restaurant, office, and service uses) to provide a driveway connection to any adjacent commercial lot. Northeast Territories also reserves the right, in its sole and absolute discretion, to relocate the Easement Area to a new location on Northeast Territories’ Land to accommodate the development and/or operations on the Northeast Territories’ property, provided that the relocation work is performed by Northeast Territories at its expense, and provided that the replacement easement does not: (i) significantly lessen the utility of the easement; (ii) increase the burdens on the owner of the easement in its use and enjoyment; or (iii) frustrate the purpose for which the Easement was created. The Easement is a portion of the lands and premises conveyed to Northeast Territories, Inc. by Warranty Deed of Summer Ice Joint Venture dated November 6, 2007 and recorded in Volume 800 at Page 565 of the City of South Burlington Land Records. The Easement is subject to the following: (a) Easements and rights set forth in the Warranty Deed of Summer Ice Joint Venture to Northeast Territories, Inc. dated November 6, 2007 and recorded in Volume 800 at Page 565 of the City of South Burlington Land Records: (b) Recreation path easement conveyed by Summer Ice Joint Venture to the City of South Burlington by Recreation Path Easement Deed dated October 23, 1996 and recorded in Volume 401 at Page 347 of the City of South Burlington Land Records, as amended by Easement Relocation Agreement between O’Brien Meadowlands, LLC and the City of South Burlington dated August 24, 2006 and recorded in Volume 761 at Page 662 of the City of South Burlington Land Records; (c) Amended and Restated Declaration of Covenants and Restrictions for Meadowland Business Park dated December 11, 2003 and recorded in Volume 651 at Pages 114-137 of the City of South Burlington Land Records, as amended by First Amendment to Amended and Restated Declaration of Covenants, Conditions and Restrictions dated January 27, 2008 and recorded in Volume 805 at Pages 619-623 of the City of South Burlington Land Records (relating to Lot 1A); (d) matters depicted on a plan entitled: “Meadowland Business Park, Hinesburg Road, So. Burlington, VT., Subdivision Plat,” prepared by Trudell Consulting Engineers, Inc. dated April 23, 1996, last revised August 27, 1996 and recorded in Map Volume 386 at Page 98 (Map Slide 300) of the City of South Burlington Land Records; (e) Setbacks and proposed stormwater pond depicted on a plan entitled: “Meadowland Business Park, Hinesburg Road, So. Burlington, Vt., Subdivision Site Plan,” prepared by Trudell Consulting Engineers, Inc. dated April 17, 1996, last revised August 27, 1996 and recorded in Map Volume 386 at Page 100 (Map Slide 300) of the City of South Burlington Land Records; (f) Wetland areas and archaeological areas depicted on a plan entitled: “Meadowland Business Park, Hinesburg Road, So. Burlington, Vt., Overall Site Plan,” prepared by Trudell Consulting Engineers, Inc. dated November, 2001, last revised January 2, 2002 and recorded in Map Volume 495 at Page 141 (Map Slide 402) of the City of South Burlington Land Records; (g) the provisions of municipal ordinances, public laws and special acts; and (h) all easements and rights of way of record, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. § 601, et seq. Reference is hereby made to the above-mentioned instruments, the records thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD said granted Easement, with all the privileges and appurtenances thereto, to the said Abutter ________________________________, and its successors and assigns, to their own use and behoof forever; and NORTHEAST TERRITORIES, INC., for itself and its successors and assigns, does covenant with NORTHEAST TERRITORIES, INC., and its successors and assigns, that until the ensealing of these presents, NORTHEAST TERRITORIES, INC. is the sole owner of the Easement, and has good right and title to convey the same in the manner aforesaid, that the said Easement is FREE FROM EVERY ENCUMBRANCE, except as aforementioned; and it hereby engages to WARRANT and DEFEND the same against all lawful claims whatsoever, except as aforementioned. [Signature on Following Page] IN WITNESS WHEREOF, NORTHEAST TERRITORIES, INC., as evidenced by the signatures of its Duly Authorized Agent, does hereby execute this Easement Deed this ____ day of ______________, 2022. NORTHEAST TERRITORIES, INC. By: Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Before me, on this _____ day of ________________, 2022, personally appeared ______________________, Duly Authorized Agent of NORTHEAST TERRITORIES, INC., known to me to be the person who executed the foregoing instrument, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of NORTHEAST TERRITORIES, INC. - -2 _______________________________________ Notary Public – State of Vermont Printed Name: Commission No.: Commission Expires: 1/31/23⋅ <1816846v1/JOP> - -3 SOUTH BURLINGTON WATER DEPARTMENT August 13, 2024 Mr. Scott Homsted Krebs & Lansing Consulting Engineers, Inc. 164 Main St. Colchester, VT 05446 Via Email Re: 39 Bowdoin St, Animal Hospital Dear Mr. Homsted, In response to your request dated 8/7/2024 for information regarding the capability of the City of South Burlington water distribution system to supply water to the above referenced project we submit the following Ability to Serve Water Determination. 1. This Ability to Serve Water Determination includes a review of the proposed project’s potential impact on the distribution system as well as the availability of water storage for the proposed project. 2. The water supply requirement of 1,694 gpd for this proposed project can be furnished by the City of South Burlington without restricting or encumbering its present users of the South Burlington High Service distribution system. 3. Water is supplied to the referenced area through 10” South Burlington water distribution mains. 4. Existing water storage is located at the 2.1 MG South Burlington East Tank on Dorset Street in the City of South Burlington. 5. Any significant increase in requested demand or any change in use will nullify this Ability to Serve Water Determination and require a new Ability to serve Water Determination from the South Burlington Water Department. 6. This Ability to Serve Water Determination shall not constitute a binding commitment of capacity to the applicant and may be revoked by the City before a final allocation of capacity is granted if uncommitted reserve capacity ceases to be available. This determination concludes that the water system has the hydraulic and storage capacities to support the proposed development at the time of issuance. This determination is being provided to the applicant as part of the development review process. Prior to a City of South Burlington Zoning and Building Permit being issued, a Final Water Allocation approval must be obtained from the SBWD and all fees for the work covered under said permit must be paid to the SBWD. Please don’t hesitate to contact me with any questions. Sincerely, South Burlington Water Department Jay Nadeau Jay Nadeau Superintendent cc: Tom Dipietro, City of South Burlington Betsy Brown, City of South Burlington I 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23.