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Home My WebLink AboutAgenda 08_SP-22-004_510 Shelburne Rd _Champlain Oil CoSite CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-22-004_510 Shelburne Road_CoCo_SC_2022-03- 02.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: February 23, 2022 Plans received: February 4, 2022 510 Shelburne Road Site Plan Application #SP-22-004 Meeting date: March 2, 2022 Owner/Applicant Champlain Oil Company, LLC & Bacon Street Properties 45 San Remo Drive South Burlington, VT 05403 Engineer TCE 478 Blair Park Road Williston, VT 05495 Property Information Tax Parcel 1540-00510 & 0090-00017 Commercial 1-R15 Zoning District, Traffic Overlay District Zone 1, Transit Overlay District, Urban Design Overlay District (Primary Node) Location Map #SP-22-004 2 PROJECT DESCRPTION Site plan application #SP-22-004 of Champlain Oil Company, LLC to amend a previously approved plan for a mixed commercial use building on an existing 0.68 acre lot. The amendment consists of increasing the square footage from 13,818 sf to 19,168 sf by adding one and a half stories, adding 9 residential units, and expanding the array of allowed commercial uses, 510 Shelburne Road. CONTEXT The Board approved a site plan for this project on September 9, 2020 (#SP-20-029). The applicant has not yet pursued a zoning permit for that approval, though the approval has not yet expired. This application presents a substantially similar site plan, though the building is now proposed to be taller and contain residential units. This project is subject to Site Plan Review Standards, Urban Design Overlay District standards, Transit Overlay District, Traffic Overlay District Zone 1. COMMENTS Planning Director Paul Conner and Development Review Planner Marla Keene (“Planning Staff”) have reviewed the plans submitted on 02/11/2022 and offer the following comments. Numbered comments for the Board’s attention are indicated in red. A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS C1-R15 Zoning District Required Existing Proposed X Min. Lot Size, non-residential use 40,000 SF 29,700 sf 29,700 sf Max. Building Height 5 stories 1 story 4 stories Max. Building Coverage 40% 6.7% 16.7% X Max. Overall Coverage 70% 86.5% 78.1% X Max. Front Setback Coverage, Shelburne St 30% 98.6% 28.9% X Max. Front Setback Coverage, Bacon St 30% 69.7% 67.9% Min. Front Setback, Shelburne St 20 ft. 52 ft. 20 ft. X Min. Front Setback, Bacon St1 20 ft. 20 ft. 20 ft. Min. Side Setback 10 ft. 67 ft. 28 ft. Min. Rear Setback 30 ft. N/A N/A 1. For the purposes of this application, Staff considers Bacon Street as part of the Urban Design Overlay district. The urban design overlay district allows a 20-ft setback, but requires a principal entry and 40% glazing. If Bacon Street were not considered part of the Urban Design Overlay district, 30-ft setback would be required. The Bacon Street façade is included in the discussion of urban design overlay standards below. In its 2020 approval, the Board allowed waiver of the maximum lot coverage and front setback coverage requirements as the applicant’s proposal resulted in reduction of an existing nonconformity. Generally, when a site is completely redeveloped, existing nonconformities are considered sunset. Under the current LDR, adopted February 7, 2022, the Board does not have the authority to waive lot coverage, but because the project is located in the Urban Design Overlay district, they may utilize transfer of #SP-22-004 3 development rights (TDRs) to increase lot coverage up to 10% over the maximum allowed in the district, to 80%. The applicant needs 2,410 sf of TDRs to increase the allowable lot coverage to their desired 78.1%, or 23,200 sf. Pursuant to 10.05, the applicant must demonstrate compliance with each of the following standards prior to approval. (a) Provision of Options to acquire all necessary TDRs from a designated Sending Area as part of any application to the Development Review Board or Administrative Officer in accordance with Article 9 of these Regulations. 1. The applicant must provide an option agreement to purchase one (1) TDR, equal to 0.83 acres, from a designated sending area, prior to approval. (b) Recording of required documentation demonstrating completed transfer(s) of all necessary TDR, in a form acceptable to the City Attorney, shall be required prior to issuance of any zoning permit enabling use of increased lot coverage. Staff considers this criterion would appropriately be addressed as a condition of approval. (c) Only the minimum quantity of Transferrable Development Rights necessary to satisfy the requirements of the site plan or Planned Unit Development application may be transferred to the receiving parcel. If the minimum quantity of TDRs results in more available lot coverage on the receiving parcel than is required for the site plan or PUD application, that shall be noted in the decision and may be used in a subsequent application with no additional TDR transfer. The applicant needs 2,401 TDR. TDRs may be purchased in only whole increments, equal to 0.83 acres. Each 0.83 acre TDR allows up to 10,000 sf additional coverage, or 80%, whichever is lower. Therefore transfer of one development right would entitle the applicant to an additional 560 sf of coverage in a subsequent application. The applicant is reducing front setback coverage on Shelburne Street and Bacon Street. Staff recommends the Board allow the proposed front setback coverages. Commercial 1-Residential 15 Zoning District The purpose of the Commercial 1 Zoning District is to encourage the location of higher density residential, retail, office and vertically mixed uses in a manner that serves as or enhances a compact central business area. Other uses that would benefit from nearby access to a central business area, including clustered residential development and small industrial employers may be permitted. Warehouses, major industrial employers, and incompatible industrial uses shall not be permitted. Urban design supporting a transition for these areas from a suburban environment to compact centers is encouraged. In the C1-R15 zoning district, first story height shall no exceed 20 ft. Upper stories shall not exceed 14 feet. These criteria are met. The maximum residential density in the C1-R15 zoning district is 15 units an acre, or 10 units for this 29,700 sf site. This criterion is met. 10.01 Traffic Overlay District #SP-22-004 4 This property is located in Traffic Overlay District Zone 1 which allows 15 trips per 40,000 sf of land area or 11 trips for this property. The applicant may generate up to the previously-approved trips without provision of mitigation, but additional trips beyond the previously-approved number will require mitigation for all trips over the trip budget of 11 vehicles per hour. The applicant has provided a Traffic Summary Memo, dated January 12, 2022. They calculate the previously approved use of a service station generated 112 trips per PM peak hour. While the City is transitioning between Directors of Public Works, Staff has contracted with BFJ Planning to provide review of traffic studies. BFJ reviewed the Traffic Summary Memo on 2/15/2022 and provided the following comments. Trudell’s trip generation calculation is based on an assumed mix of ITE uses (Coffee/Donut Shop without Drive-Through/#936; Walk-In Bank/#911; Small Office Building/#712; Mid-Rise Multifamily Housing/#221) and is estimated to generate 112 weekday PM peak hour trips. This trip generation estimate of the proposed development is exactly equal to the estimated ITE trip generation of the existing gas station. BFJ analysis upholds Trudell’s findings that the traffic generation estimates calculated for the proposed mix of ITE uses does not exceed the 112 weekday PM peak hour trips generated by the existing gas station. Our analysis based on the ITE Traffic generation 11th edition projects slightly lower generation volumes compared to the applicant’s Memo. As noted in the Traffic Summary memo, the proposed commercial uses in Trudell’s analysis are demonstrative. Exact commercial uses are to be finalized prior to building occupation. BFJ sees the Walk-in Bank ITE use as relatively conservative as this is estimated to generate more traffic than other potential uses such as a High-Turnover Restaurant (ITE #932). As alluded to by BFJ, the applicant has requested umbrella approval under 3.09B for all of the allowable uses in the C1-R15. The applicant’s request for umbrella approval is discussed below. 3.09B Umbrella Approval for Multiple Uses With an umbrella approval, the applicant may change uses by issuance of a zoning permit rather than being required to request DRB approval. The umbrella approval must establish a maximum number of allowable trip ends, plus any additional numerical criteria the Board finds appropriate, such as wastewater generation, gross floor area allocated to each use, restaurant seats, etc. The request includes the following uses. Community Center Hospice Cultural Facility Educational Facility Educational Support Facility Food Hub Personal Instruction Facility Place of Worship Artist Production Studio Bank or Credit union with drive- through Cannabis Dispensary Licensed Non-residential Child Care Facility Financial Institution Hotel Indoor Theater Manufacturing & assembly from previously prepared materials & components General Office Medical Office #SP-22-004 5 Personal or Business Service Pet Grooming Photocopy & Printing Shops, with accessory retail Radio & Television Studio Indoor Recreation Facility Research Facility or Laboratory Short Order Restaurant Retail Sales Seasonal Mobile Food Unit Tavern, Night Club & Private Club Staff considers some of the requested uses are not compatible with the proposed building and therefore should not be permitted under an umbrella. Exclusion of a use from the umbrella permit does not prohibit the applicant from applying for that use; they simply must obtain a site plan approval to do so. 2. Staff recommends the Board exclude the red italic uses from the umbrella permit, principally because these uses require different site amenities to function, with the exception of Cannabis Dispensary which may not be located within 1,000 ft of the property line of an existing childcare use. Staff recommends the Board establish a trip maximum of 112 VTE, which must be demonstrated to be met at the time of zoning permit application for each of the uses established in the umbrella approval. 10.05D Urban Design Overlay District Standards (1) Entries. Buildings on subject properties must have at least one entry facing the primary road in the corridor. Any entry shall: (a) Be an operable entrance, as defined in these regulations. An operable entrance must be available for entry and exit and be available to the tenants of the building. The applicant is proposing three entrances on Shelburne Road and one entrance on Bacon Street. Staff considers this criterion met. (b) Serve, architecturally, as principal entry. Front entries shall be a focal point of the front façade and shall be an easily recognizable feature of the building. Possibilities include accenting front entries with features such as awnings, porticos, overhangs, recesses/projections, decorative front doors and side lights, or emphasis through varied color or special materials. This requirement does not preclude additional principal entry doors. Staff considers this criterion met. (c) Shall have a direct, separate walkway to the primary road. This walkway shall be at least eight (8) feet in width and may meander for design purposes, but must serve as a pedestrian-oriented access. Staff considers this criterion met. (2) Glazing. Windows are key to the overall design of a building and the relationship between its exterior and interior. (a) For all properties in the Urban Overlay District, a minimum of 75% glazing shall be transparent. #SP-22-004 6 3. No information is provided regarding whether the proposed glazing is transparent. Staff recommends the Board ask the applicant what their intention is regarding transparency, and, if their proposal meets the minimum requirement, include it as a condition of approval. (b) In non-residential units, first story glazing shall have a minimum height of 7 vertical feet 4. Some glazing is proposed to be more than 7-ft high, but not all. Staff recommends the Board ask the applicant to identify what percentage of the width of the building facades are glazed with glazing 7-ft in height or greater. (c) For residential uses, first story glazing shall have a minimum height of 5 vertical feet. This criterion is not applicable. (3) Dimensional Standards. 5. On Shelburne Street, first stories must have a minimum of 60% glazing when measured by width. It appears approximately 58% glazing is provided, and some of the provided glazing is less than the required minimum height of 7-ft. Staff recommends the Board require the applicant to modify their plans as necessary to meet this criterion, and to demonstrate compliance with this criterion through dimensional information. 6. On Bacon Street, first stories must have a minimum of 40% glazing across the width of the building façade. Staff estimates approximately 53% is provided, but some of the glazing is less than the required minimum 7-ft in height. Staff therefore recommends the Board require the applicant to provide dimensional information demonstrating that the width of glazing that is greater than 7-ft in height is 40% or more of the facade. (4) Building Stores, Heights & Rooftop Apparatus (a) Minimum stores of buildings within the Urban Design Overlay District are defined as per Article 2-Definitions and Section 8.06(F)(1) of these regulations. The building must have a minimum of two stories. Staff considers this criterion met. (b) Section 8.06(G) of these regulations shall apply to rooftop elements of buildings within the Urban Design Overlay District. 7. Staff recommends the Board ask the applicant whether rooftop elements are proposed. Rooftop elements must be screened or grouped and integrated into the architecture of the building. (5) Landscaping. Projects within the Urban Design Overlay District shall meet minimum landscaping requirements as per Section 13.04 of these regulations. Projects are also subject to the following supplemental standards.: (a) Landscaping which is required elsewhere in these Regulations to serve as a buffer between properties shall not count towards the minimum landscaping budget. No buffering is required. This criterion is not applicable. (b) For lots with buildings which are set back 50 or more feet from the front lot line, at least 50 % of the required landscaping shall be installed between the front building line and the front lot line. The building is set back 20-ft from the front lot line. This criterion is not applicable. #SP-22-004 7 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. Transitions are discussed under 14.06(C) below. Adequacy of planting and pedestrian movement are discussed elsewhere in this document. For the proposed seven one bedroom and two two-bedroom units, 15 parking spaces are required. Thirty three (33) parking spaces are provided. Staff considers parking minimums to be met. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. Parking is proposed to be to the rear and side of the building. Staff considers this criterion met. (c) Parking Area Width. Surface parking areas and affiliated drive aisles located to the side of buildings shall not exceed the building width along any street frontage. This may be calculated separately or cumulatively for corner lots. 8. This criterion is not met. Calculated cumulatively, the width of the building is approximately 103 ft, while the width of parking and affiliated drive aisles is approximately 120 feet (excluding the center parking lot island). Staff recommends the Board require the applicant to modify their plans to meet this criterion. (d) 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. Buildings on Bacon Street are 4-stories high. The proposed building may be slightly taller and is proposed to have more massive architecture than the existing adjoining buildings, which Staff considers appropriate given it’s location in a node of the Urban Design Overlay district. C. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. #SP-22-004 8 (2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has provided renderings of the proposed building. The building is proposed to be clad in a mixture of brick, horizontal siding and vertical siding, with large cornices, cantilevered balconies and awnings, and protruding trim. Adjoining buildings are constructed of brick and horizontal and vertical siding, have large cornices, and cantilevered balconies. Staff considers the proposed structure to be particularly successful in complying with these criterion, though specific glazing standards are discussed as they pertain to the urban design overlay district above. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: A. Environmental Protection Standards. All proposed development shall be subject to the applicable requirements of Article 12, Environmental Protection Standards. None of the resources identified in Article 12 exist on the site. B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These standards are contained in Article 13 and are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. 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. The applicant is proposing to construct three parallel parking spaces in Bacon Street. The applicant must obtain a Permit to Open Streets or Right of Way in order to perform work in the Bacon Street ROW. 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. This project proposes to generate up to 112 vehicle trips. The applicant is proposing to relocate the existing Bacon Street curb cut farther from Shelburne Street, to close one of the Shelburne Street curb cuts thereby restricting vehicular access from Shelburne Street to be one-way in only. Staff considers the modified curb cuts will improve traffic. Staff notes all modifications within the Shelburne Street Right of Way will require coordination with the City of Burlington. #SP-22-004 9 15.A.14(E) Access and Circulation. The applicant must demonstrate that the street network is arranged to meet applicable access management, traffic, and pedestrian circulation standards under these Regulations, including criteria for site plans under Article 14, Transect Zone Subdivisions under Article 9, or a type of Planned Unit Development under Article 15.C; and, for state highways, VTrans Access Management Program Guidelines in effect at the time of application. Unless otherwise specified under these regulations, the street network, including the location and arrangement of streets, must be designed to: (1)-(6) not applicable (7) Provide for safe access to abutting properties for motorists, cyclists, and pedestrians, including safe sight distances, access separation distances, and accommodations for high-accident locations. There is an existing 50-ft wide access easement on the southwest corner of the site indicated on the provided plans as “To Farrell Street.” The applicant is proposing to reduce the connection between the site and the adjoining site from being completely open to a 25-ft driveway to the south. 9. Staff supports this modification, but recommends the Board ask the applicant to describe the restrictions of the existing 50-ft wide access easement for the purposes of evaluating whether the proposal is consistent with the requirements of that easement. Staff considers other elements of this criterion to be met. (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. As discussed above, the applicant is proposing to modify the existing curb cuts and consolidate existing access points. Staff considers the applicant has been particularly successful in addressing this criterion. (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. Though this property could be designed to remove the curb cut entirely and share access with the adjoining site to the south, Staff considers the proposed site configuration an improvement over existing conditions and 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. See discussion of urban design overlay standards under dimensional standards above. 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 #SP-22-004 10 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. Improvements within the Shelburne Street ROW are the jurisdiction of the City of Burlington. Staff considers that Bacon Street would be considered a Local Neighborhood Street, which requires parking on one side, sidewalk on one side, 5 to 15 ft curb radius, and does not require curbing The applicant is proposing to make improvements within Bacon Street to consist of adding parallel parking and partial curbing. Staff considers this criterion met. 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. See 13.02F below for discussion of access. 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 Acting Director of Public Works reviewed the plans on February 16, 2022 and offers the following comments. 1. The applicant will need to prepare and submit a Grease, Oil and Sand Interceptor Permit as part of this application. 2. All connections and work proposed in the Route 7 ROW are outside of South Burlington. The applicant will need to coordinate with the City of Burlington for work proposed in these areas. Staff recommends the Board require the applicant to obtain the grease interceptor permit prior to issuance of a zoning permit. The South Burlington Water Department Director reviewed the plans on February 14, 2022 and offers the following comments. 1. The water line on Bacon Street is owned and supplied by the City of Burlington. They must be contacted to approve the proposed connection and use. 2. As shown on these plans the wastewater connection appears to flow to the City of Burlington. There have been some changes made to wastewater flows that might make this plan incorrect. Prior to connecting to the sewer main on Bacon Street, the flow direction and ultimately the receiving WW facility must be confirmed, and that #SP-22-004 11 information provided to the City of South Burlington and the South Burlington Water Department for correct billing information. 3. The SBWD will bill the property owner for stormwater based on South Burlington Stormwater information provided to this department. 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, 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 with a shadowbox wooden fence. Staff recommends the Board include a condition requiring the fence height to equal or exceed the dumpster height. 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. A cross-lot connection is provided. The easement itself is discussed above. 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. #SP-22-004 12 The applicant is increasing the distance between entrance into the parking area and the street intersection and aligning the driveway with the driveway across Bacon Street. Staff considers this criterion met. (3) Provision shall be made for access by police, fire and emergency vehicles. The site is largely similar to that which was approved in 2020. The Fire Chief reviewed the plans on 2/23/2022 and indicated “They have met all of the IBC, NFPA 1 Chpt 18 & all applicable city ordinances regarding FD access.“ Staff considers this criterion met. (4) Pedestrian safety. Insofar as practicable, pedestrian and bicycle circulation shall be separated from motor vehicle circulation. Safe and convenient pedestrian circulation, including appropriate sidewalks, shall be provided on the site and its approaches. The pedestrian circulation on site shall be designed to minimize adverse effects of vehicular traffic on sidewalks and recreation paths. Staff considers appropriate pedestrian accommodations have been provided. (5) Bicycle parking or storage facility. See Section 13.03 (6) Stormwater management strategies that facilitate infiltration including but not limited to recessed planting islands, bioretention facilities, and pervious parking spaces are encouraged in the design of any off-street parking or loading area. Stormwater management is discussed under 13.05 below. 13.03 Bicycle Parking and Storage. The applicant has provided two bicycle racks, providing parking for four bicycles. Required Bike Parking Required Short Term (1 per 5k sf retail and office, 1 per 10 units residential, minimum 4) 4 Long Term (50% of short term retail and office, 1 per unit) 10 Clothes Lockers 1 10. There is a bike storage room on the first floor. Staff recommends the Board require the applicant to demonstrate that the storage room accommodates the required minimum bicycles, and that the commercial tenants have access to it’s use. 13.04 Landscaping, Screening & Street Trees The City Arborist reviewed the plans on 2/14/2022 and offers the following comments. • Due to existing site conditions i.e. pavement/compacted soils, soil replacement and/or decompaction of soils will most likely be necessary to provide conditions suitable for tree and shrub growth #SP-22-004 13 • Be aware that crabapples slated to be planted in the greenbelt along Shelburne Rd are in the city of Burlington’s Right of Way 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 allow for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade and canopy for the parking lot. In some situations it may be necessary both for surveillance purposes and for the perception of safety to install the size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. Parking areas are proposed to be landscaped. The applicant has proposed some shrub plantings within the City Right of Way on Bacon Street. These shrub plantings were required by the Board in 2020 to provide screening, and the Board also require the applicant to sign a license agreement with the City for maintenance of landscaping within the ROW. In 2020, the Board allowed trees and shrubs within the Bacon Street and Shelburne Street rights of way to count towards the minimum landscaping budget. 11. Staff recommends the Board require the applicant to demonstrate that the crabapples in the Shelburne Road ROW will be allowed by the City of Burlington prior to allowing them to count towards the minimum required landscaping budget. (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. 12. 33 parking spaces are provided. Staff recommends the Board require demonstration that this criterion is met prior to closing the hearing. (3) All interior and perimeter planting shall be protected by curbing unless specifically designed as a collection and treatment area for management of stormwater runoff as per 13.04(B)(5)(c) below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) square feet. Large islands are encouraged. Curbing is provided. Staff considers this criterion met. (4) Landscaping Requirements #SP-22-004 14 (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. 33 parking spaces are provided, requiring 7 shade trees. 7 shade trees are provided. Staff considers this criterion met. (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. This criterion is met. (d) Where more than ten (10) trees are installed, a mix of species is encouraged; the species should be grouped or located in a manner that reinforces the design and layout of the parking lot and the site. Staff considers this criterion to be met. (e) Within the City Center FBC District, landscaping required within this section shall not count towards meeting minimum landscape budget requirements as detailed in Section 13.04(G). This criterion is not applicable. (7) Snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. Snow storage is proposed on the east side of the parking area. When snow is in place, the required parking minimums will still be met. Staff considers this criterion met. C. Screening or buffering. The Development Review Board will require landscaping, fencing, land shaping and/or screening along property boundaries (lot lines) whenever it determines that a) two adjacent sites are dissimilar and should be screened or buffered from each other, or b) a property’s appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi-family use abuts a residential district or institutional use, or (d) a parking or loading area is adjacent to or visible from a public street. Staff considers the project to be similar to adjacent uses and this criterion to be not applicable. D. Front Yards of Non-Residential and Multi-Family Uses. In the case of non-residential and multi- family uses, the required front yard and/or the frontage along designated arterial and collector streets (see Article 3, Section 3.06 for this list) shall be suitably landscaped and maintained in good appearance. Landscape elements that reduce stormwater runoff and promote stormwater infiltration are encouraged. The Development Review Board shall require the applicant to meet the provisions of sections 13.04(F) and (G). #SP-22-004 15 The applicant is proposing landscaping and stormwater treatment in the front yard. Trees are not proposed. Staff considers this criterion met. 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 required minimum landscaping budget is $42,500 for an estimated project cost of $3,500,000. The applicant has provided the following landscaping elements Trees & Shrubs $18,470 Perennials, Grasses, Vines, & Groundcovers $13,455 Bioretention Plantings $7,492 Benches $4,000 Total $43,957 The applicant has requested the value of all these elements be applied towards the minimum required landscaping cost. 13. Staff recommends the Board determine whether to allow the proposed landscaping elements to count towards the required minimum landscaping budget. Staff has some increasing concern about the likelihood of perennial plantings to be maintained “in perpetuity” and recommends the Board consider a more general approach should they wish to continue allowing perennial plantings toward required minimums, such as allowing a certain value per square foot of perennial bed. 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 2/22/2022 and offers the following comments. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. 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 #SP-22-004 16 (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. Proposed fixtures otherwise meet the lighting requirements. Staff considers lighting requirements to be met. 3.18 Energy Standards All new buildings are subject to the Stretch Energy Code pursuant to Section 3.18: Residential and Commercial Building Energy Standards of the LDRs. This now includes provision of a solar-ready roof. 14. Staff recommends the Board discuss with the applicant how the roof will comply with the standard. If the applicant demonstrates satisfactory compliance with this requirement, Staff considers demonstration of it on the plans can be a condition of approval. RECOMMENDATION Staff recommends that the Board work with the applicant to address the issues identified herein. Respectfully submitted, Marla Keene, Development Review Planner SECOND FLOOR114' -0"FIRST FLOOR100' -0"THIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"12345678RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA201EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1EAST ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 SECOND FLOOR114' -0"FIRST FLOOR100' -0"THIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"12345678RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA202EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1WEST ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 SECOND FLOOR114' -0"FIRST FLOOR100' -0"FTHIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"12' - 0"12' - 0"13' - 0"14' - 0"DCABESECOND FLOOR114' -0"FIRST FLOOR100' -0"FTHIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"DCABERabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA203EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1NORTH ELEVATION3/16" = 1'-0"2SOUTH ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE:D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA901NORTHWEST PERSPECTIVESOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD1NORTHEAST PERSPECTIVEREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE:D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA902SOUTHEAST PERSPECTIVESOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD1SOUTHWEST PERSPECTIVEREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEEELEV. 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VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA101FIRST FLOOR PLANSOUTH BURLINGTON, VERMONT200303/10/21510 SHELBURNE ROAD3/16" = 1'-0"1FIRST FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEEOPEN OFFICESPACE204STAIR-A201CORRIDOR202STAIR-B203ELEVATOR1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"5' - 10"10' - 5"10' - 5"5' - 10"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 6"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"5' - 6"5' - 6"4' - 9 3/4"5' - 0 1/4"5' - 0 1/4"4' - 9 3/4"5' - 6"5' - 6"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 2"9' - 8"6' - 2"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"18' - 3"5 1/2"15' - 8"5 1/2"8' - 2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"5' - 6"5' - 6"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"5' - 8"5' - 8"2' - 2"4' - 1"4' - 9 3/4"5' - 6"5' - 6"6' - 0 1/2"6' - 0 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA102SECOND FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1SECOND FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEESTAIR-A301CORRIDOR302STAIR-B303ELEVATORUNIT TYPE -A302UNIT TYPE -A301UNIT TYPE -B303UNIT TYPE -A304UNIT TYPE -A3051' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 7 1/2"5 1/2"8' - 2"5 1/2"15' - 8"5 1/2"8' - 2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"5' - 8"5' - 8"2' - 2"4' - 1"4' - 1"4' - 9 3/4"4' - 9 3/4"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"5' - 0 1/4"4' - 9 3/4"5' - 10"10' - 5"10' - 5"5' - 10"4' - 9 3/4"5' - 0 1/4"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"2' - 3"3' - 3"3' - 3"2' - 3"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"6' - 6"12' - 0"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA103THIRD FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1THIRD FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEEUNIT TYPE -A402UNIT TYPE -C401UNIT TYPE -A404UNIT TYPE -C403STAIR -A401CORRIDOR402STAIR -B4031' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"102' - 0"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"102' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"48' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"48' - 0"21' - 11"13' - 1"12' - 9 3/4"12' - 9 3/4"13' - 1"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 7 1/2"5 1/2"8' - 2"5 1/2"24' - 3 1/2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"2' - 3"3' - 3"3' - 3"2' - 3"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"3' - 9"3' - 10"3' - 9"2' - 2"5 1/2"4' - 1"4' - 1"4' - 9 3/4"4' - 9 3/4"2' - 3"3' - 3"3' - 3"2' - 3"3' - 7 1/2"4' - 10"3' - 7 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"6' - 2"9' - 8"6' - 2"3' - 10"4' - 5"3' - 10"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"2' - 3"3' - 3"3' - 3"2' - 3"4' - 9 3/4"5' - 0 1/4"4' - 2"4' - 10"4' - 10"4' - 10"4' - 10"4' - 10"4' - 2"5' - 0 1/4"4' - 9 3/4"2' - 3"3' - 3"3' - 3"2' - 3"3' - 7 1/2"4' - 10"3' - 7 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"6' - 2"9' - 8"6' - 2"3' - 10"4' - 5"3' - 10"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA104FOURTH FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1FOURTH FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 FDFDFD OHOHOHOHOHOHOH OH OH OH OH OH OHUG UGUGUGUGUGUG GGG W W W W W W W SSSStax map no. 1540-00520 Germania Property Group, LLC v. 975 p. 135 map slide 548, 555, 589 tax map no. 0090-00025 John Larkin, INC v. 1375 p. 324 map slides 548, 555, 589, 600 tax map no. 0090-00014 Deimer Properties, INC. v. 479 p. 704 map slide 67 BACON STREET U.S. ROUTE 7 & SHELBURNE ROADGRAVEL GRAVEL GRAVEL PARKING AREACONCRETE PAD EXPOSED FOUNDATION EXISTING SIDEWALKMW MW MW 18" WHITE PINE S S S "BACON STREET" SIGN "STOP" SIGN 4" CAST IRON CLEANOUTS15" CLAY10" CLAY SMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E CONCRETE MW MW MW MW ELEC. METER SERVICE GRAVEL PAVEMENT GRAVEL FFE=210.88 FFE=211.44 FLUSH CURB PAVEMENT PAVEMENT PAVEMENT DMH R=210.29 iOUT=205.4± (10" PVC)N iIN=205.4± (18" HDPE)E SUMP @ 204.45 D DDTELEPHONE PEDESTAL CB R=209.74 iIN=205.74 (15" HDPE)E iIN=205.72 (18" HDPE)S iOUT=205.59 (18" HDPE)W SUMP @ 204.2 CB R=209.97 i=207.77 (12" CMP) SUMP @ 206.37 CB R=210.55 iOUT=206.25 (20" HDPE) SUMP @ 205.45 D D 4" PVC CLEANOUT R=210.45 i=204.5 12" CMP18" HDPE10" PVC20" HDPE 6" HDPE 6" HDPE SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W4" PVC10" PVC CB R=208.93 iIN=206.53 (8" PVC)S iOUT=206.53 (8" PVC)W SUMP @ 205.38 8" PVC8" PVC CB R=208.78 i=206.93 (8" PVC) SUMP @ 205.9 SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WS8" PVCSMH R=209.91 DMH R=211.87 SMH R=211.60 CB R=210.29 CB R=207.01 i=204.51 (6") SUMP @ 204.0 CURB STOP (BROKEN)CB R=209.75 i=206.75 (6" HDPE) SUMP @ 206.6 UG UG APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER BASED ON CITY OF BURLINGTON MAPPING - NOT FIELD VERIFIED W10" PVC 15 " H D P E 18" HDPE 50' WIDE ACCESS EASEMENT TO FARRELL STREET 211 211 209208208209 211 211 211 212 212211210210 210 210 210 210210PROJECT TBM TOP NORTH B.BOLT "X" ELEV.=212.11 BOUNDARY LINE TO BE DISSOLVEDPOLE 16-30 34308 THREE PHASE POLE 15 34306 SINGLE PHASE POLE 13 102378 POLE 1 34309 THREE PHASE UGW OHOHD D D D DDDDDDDAPPROXIMATE LOCATION OF UNDERGROUND STORM SEWER BASED ON CITY OF BURLINGTON MAPPING - NOT FIELD VERIFIED 6" WATER MAIN GRAVEL 21 0 209209 CB R=207.32 (4) 3" BIRCHES 4" BALSAM FIR 4" SPRUCE 4" BALSAM FIR 6" 6" MAPLE 3 BUSHES (4) 3" BIRCHES 4" BALSAM FIR 4" BALSAM FIR (4) 3" BIRCHES (4) 3" BIRCHES (4) 2" BIRCHES 4" SPRUCE 6" MAPLE TELEPHONE MANHOLE SUMP @ 199.16 APPROX. LOCATION EXISTING FLOOR DRAIN CONTRACTOR TO CONTACT CITY ARBORIST TO DETERMINE IF TREE SHOULD BE REMOVED Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 0 Feet Graphic Scale 20 20 40 60 80 15°±VT GridMagneticTAX ID: 1540-00510 Existing Conditions Plan C1-01 01/11/2022 1" = 20' 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF 09/12/2019 AND 04/27/2020. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 12). A RTK WAS EMPLOYED FOR THESE OBSERVATIONS FROM VERMONT CORS STATION VTVRS. 4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET). 5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL 1-888-DIG SAFE (344-7233). 6. 7.PERIMETER BOUNDARIES SHOWN HEREON BASED ON A BOUNDARY PLAT FOR CHAMPLAIN OIL COMPANY, INC. & BACON STREET PROPERTIES, LLC. DATED 09/13/2019. PROJECT LOCATION1 1 2 2 3 4 3 4 5 5 6 6 7 7 8 8 9 9 10 10 1 09/15/20 JADPermit Revisions FOR PERMITTING OHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91 SMH R=211.60 10" PVC 210210 210 210 210 210210WWD D D D D D D D DDDDDDDDDDDDDDD21 0 8 9 8 3 10'SETBACK20' SETBACK 30' SETBACK "DO NOT ENTER" SIGN OFF-SITE PARALLEL PARKING DFLUSH CURBWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG FLUSH CURB, TYP. CONCRETE CURB, TYP DETECTABLE WARNING, TYP. BACON STREET U.S. ROUTE 7 / SHELBURNE ROADSLIP LANE PROPOSEDSIDEWALKPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDDSIDEWALK TO MEET EXISTING GRADE 8 10' SETBACK 13'++++++++++++++++++++++++++++++SNOW STORAGE, TYP. PROPOSED DUMPSTER ON CONCRETE PAD WITH SCREEN FENCING SSSSSSSSSSSSSS S S SDDD(2) BIKE RACKS PROPOSED LIGHTED BOLLARD, TYP UD UD UDUDUD 10'SETBACKMOUNTABLE CURB D D D D D D D D D D D D D D CONCRETE SIDEWALK WITH CROSSWALK STRIPING 5' 5' FLUSH CURB AT SIDEWALK, TYP. 22'8'24'24'18'9'S S S S S 8.00'20'SETBACK25' FLUSH CURB FLUSH CURBDDDDDDDD ASPHALT PAVING 6' BENCH, TYP. UG UG UG UG UG UG UG UG UG UG PROPOSED CONCRETE BOLLARD, TYP 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 07/23/20 CMJFilterra Stormwater Revision TAX ID: 1540-00510 Site Plan C2-01 01/11/2022 1" = 10' 19-202 EBJ/LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:20 FT PER UDO (SHELBURNE ROAD & BACON STREET) SIDE YARD:10 FT REAR YARD:30 FT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:1,981 SF / 0.05 AC OR ±6.67% OVERALL LOT COVERAGE:±26,576 SF / 0.61 AC OR ±89.5% FRONT YARD: SHELBURNE ROAD:±2,995 SF / 0.07 AC OR 98.6% BACON STREET:±2,644 SF / 0.06 AC OR 69.7% PROPOSED LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:4,972 SF / 0.11 AC OR ±16.7% OVERALL LOT COVERAGE:±23,200 SF / 0.54 AC OR ±78.1% FRONT YARD: SHELBURNE ROAD:±865 SF / 0.02 AC OR 28.9% BACON STREET:±2,580 SF / 0.06 AC OR 67.9% HEIGHT:4 STORIES / 50 FT PARKING:33 SPACES (ON-SITE) 3 SPACES (OFF-SITE BACON ST.) LOT INFORMATION: TAX MAP NO. 1540-00510 CHAMPLAIN OIL COMPANY, INC. V. 126 P 1-3 20,943 SF / 0.48 AC TAX MAP NO. 0090-00017 BACON STREET PROPERTIES, LLC V. 609 P 786 8,757 SF / 0.20 AC 2 09/09/20 CMJStormwater Manhole Addition 3 09/15/20 JADPermit Revisions LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 4 12/09/20 CMJSewer Revisions 02/04/22 LETElectrical Revisions Per City Comments5 OHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH GGGWW W W W W W W W W W W W SSSSSSSSSS S S S S 10" CLAY SMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WS SMH R=211.60 10" PVC 210210 210 210 210 210210WDDDDDDDDDDDDD21 0 10'SETBACK20' SETBACK 30' SETBACKD TC 211.25 BC 210.75 TC 211.75 BC 211.25 TC 211.75 BC 211.25 TC 211.75 BC 211.25WWWWUG UG UG BACON STREET U.S. ROUTE 7 / SHELBURNE ROAD3% 2% 1.8% MIN 2% 3.8% 1.5% 210.90 211.90 PROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDD211.90 1.5% 211.90 211.90 211.76 211.80 2%209210211 211210210 210 210 10' SETBACK 210209 21 1 SSSSSSSSSSSSSS S S S211DDDYARD DRAIN RE: 211.10 UD UD UDUDUD210 10'SETBACKD D D D D D D D D D D D D D +HP 211.25 S S S S S20'SETBACK5% MAX 211.90211.76 209 2% MAX AT ENTRY WAY, TYP 2% MAX IN HC PARKING SPACES AND AISLE TC 211.50 BC 211.00 TC 211.75 BC 211.25 TC 211.25 BC 210.75 211.20 211.30 CURB INLET 210.00 CURB INLET 209.80 CURB INLET 209.80 CURB INLET 210.00 210.6521121 0 211211 TC 211.00 BC 210.50 20 9 211.40 2102 1 0 1.8% MIN 210.50 210.50 CB R=210.55 21 0 211 211 211 211 211.90 21 1DDDDDDDD211YARD DRAIN RE: 211.20 1.8% MIN 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 Grading Plan C2-02 01/11/2022 1" = 10' 19-202 EBJ/LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont GRADING NOTES 1.ALL INFORMATION SHALL BE VERIFIED IN THE FIELD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2.THE CONTRACTOR SHALL USE ONE SINGLE BENCH-MARK FOR ALL WORK AND CONSTRUCTION PHASES. 3.CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION. THE GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH “DIG-SAFE” NOTIFICATION PROCEDURES. CALL DIG-SAFE AT 811 OR 1-DIG-SAFE AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. 4.THE GENERAL CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING EARTHWORK, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOPS AND BOTTOMS OF SLOPES. 5.COMPACT SUBGRADE PRIOR TO ANY FINISH GRADING. REMOVE ALL SOFT SPOTS OBSERVED OR IDENTIFIED IN FIELD. 6.ALL GRADING SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE LOCAL ARCHITECTURAL ACCESS BOARD (ABA) AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG), LATEST EDITION. IN CASE OF CONFLICT BETWEEN REGULATIONS, THE GUIDELINES PROVIDING GREATER ACCESS SHALL APPLY. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 7.ALL NEW PAVEMENT AREAS SHALL BE PITCHED SO AS TO PROVIDE POSITIVE DRAINAGE TOWARDS THE STREET CURB OR TOWARDS PROPOSED DRAINAGE STRUCTURES. 8.THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE BEFORE PLACING ANY PAVEMENT WITH A CROSS PITCH THAT IS GREATER THAN 2%, LESS THAN 1%, AND NOT NOTED AS SUCH ON THE DRAWINGS. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF ONE-EIGHTH INCH (1/8”) PER FOOT (12”). 9.RIM ELEVATIONS OF ALL DRAINAGE STRUCTURES AND OTHER UTILITY STRUCTURES SHALL BE SET FLUSH WITH FINAL SURROUNDING GRADES SO AS NOT TO CAUSE A TRIP EDGE. 10.FINAL SHAPING OF ALL EARTHWORK SHALL BE DIRECTED AND APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE SUBGRADE IN PLANT BEDS PRIOR TO PLACING ANY LOAM. 11.PROVIDE POSITIVE DRAINAGE AWAY FROM FACE OF BUILDING AT ALL LOCATIONS. 12.ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE GENERAL CONTRACTOR ON “AS BUILD” DRAWINGS AND BE PRE-APPROVED WITH THE OWNER'S REPRESENTATIVE. 13.EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES OR TREES TO REMAIN SHALL BE DONE BY HAND. THE GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 14.NO TOPSOIL SHALL BE REMOVED FROM THE SITE UNLESS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE. OHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91 SMH R=211.60 10" PVC 210210 210 210 210 210210WWD D D D D D D D DDDDDDDDDDDDDDD21 0 10'SETBACK20' SETBACK 30' SETBACKDWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG BACON STREET U.S. ROUTE 7 / SHELBURNE ROADPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D 6" BLD iOUT = 208.75 6" iIN = 202.2 DDD209210211 211210210 210 210 10' SETBACK 210209 21 1 SSSSSSSSSSSSSS S S S CO211 DDDPROPOSED SMH RIM = 210.75 6" iIN = 205.5 4" iIN = 205.3 6" iOUT = 205.25 UD UD UDUDUD210 10'SETBACKD D D D D D D D D D D D D D +HP 211.25 S S S S S 4" BLD iOUT = 208.75 FOR SANITARY iSWR = 205.84 iSTORM = 206.3 iSWR = 205.02 iSTORM = 206.34 iSWR = 207.75 iSTORM = 206.21 4" S D R 3 5 S E W E R INTERNAL PLUMBING TO BE CONFIGURED TO ENSURE SANITARY WASTE WILL DISCHARGE VIA THE 4" SEWER OUT AND BYPASS THE GREASE TRAP. PLUMBING SHALL BE CONFIGURED TO ENSURE ALL WASTEWATER FROM THE SHORT ORDER COMMERCIAL RESTAURANT KITCHEN AND RESTAURANT OPERATION IS ROUTED TO THE EXTERIOR GREASE TRAP VIA THE 6" SEWER OUT WITH NO PLUMBING FROM THE COMMERCIAL OPERATION BYPASSING THE GREASE TRAP.20'SETBACK209 21121 0 211211 20 9 2102 1 0 21 0 211 211 211 211 21 1DDDDDDDD211 1000 GALLON HEAVY DUTY GREASE TRAP RIM = 211.5 6" iIN = 207.5 6"iOUT = 207.0 6 " SD R 3 5 S EW E R4" C900 WATER LINEAPPROXIMATE LOCATION OF PROPOSED UNDERGROUND ELEC. AND TRANSFORMER (SEE ELECTRICAL PLANS FOR REQUIREMENTS) UG UG UG UG UG UG UG UG UG UG 6" SDR35 SEWER S = 14"/FT0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 02/04/22 CMJWastewater and Electrical Note Revisions Per City Comments TAX ID: 1540-00510 Utility Plan C3-01 01/11/2022 1" = 10' 19-202 CMJ JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont UTILITIES NOTES 1.SEE C4-01 FOR STORMWATER AND DRAINAGE NOTES 2.NO WORK SHALL OCCUR WITHIN THE PUBLIC RIGHT-OF-WAY WITHOUT PROPER MUNICIPALITY APPROVAL AND OR PERMITS 3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND MUNICIPAL PUBLIC WORKS DEPARTMENT PRIOR TO ALL UTILITY CONNECTIONS OR PUBLIC RIGHT-OF-WAY DISTURBANCE. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 WATER AND WASTEWATER BASIS OF DESIGN: PROPOSED BUILDING USE: COMMERCIAL/OFFICE SPACE WITH 25 EMPLOYEES SHORT ORDER RESTAURANT WITH 18 SEATS AND 5 EMPLOYEES SEVEN 1-BEDROOM APARTMENTS TWO 2-BEDROOM APARTMENTS WASTEWATER DESIGN FLOWS: COMMERCIAL/OFFICE SPACE = 25 EMPLOYEES * 15 GPD/EMPLOYEE = 375 GPD SHORT ORDER RESTAURANT SEATS = 18 SEATS * 40 GPD/SEAT = 720 GPD SHORT ORDER RESTAURANT EMPLOYEES = 5 EMPLOYEES * 15 GPD/EMPLOYEE = 75 GPD SEVEN 1-BEDROOM APARTMENTS = 7 * 140 GPD/BEDROOM = 980 GPD TWO 2-BEDROOM APARTMENTS = 2 * 210 GPD/UNIT = 420 GPD TOTAL WASTEWATER FLOW = 2,570 GPD WATER DESIGN FLOWS: COMMERCIAL/OFFICE SPACE = 25 EMPLOYEES * 15 GPD/EMPLOYEE = 375 GPD SHORT ORDER RESTAURANT SEATS = 18 SEATS * 40 GPD/SEAT = 720 GPD SHORT ORDER RESTAURANT EMPLOYEES = 5 EMPLOYEES * 15 GPD/EMPLOYEE = 75 GPD SEVEN 1-BEDROOM APARTMENTS = 7 * 140 GPD/BEDROOM = 980 GPD TWO 2-BEDROOM APARTMENTS = 2 * 2 BEDROOMS * 140 GPD/BEDROOM = 560 GPD TOTAL WASTEWATER FLOW = 2,710 GPD OHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH GGGWW W W W W W W W W W W W W W SSSSSSSSSS S S S S S D D D SDD S210210 210 210 210 210WD D D D DDDDDDDDDDDDDDWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG BACON STREET U.S. ROUTE 7 / SHELBURNE ROADPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDD210210210 210 210 210SSSSSSSSSSSSSS S S SDDD 1 0 ' M IN . TOCE N T E ROF T R E E 19 EP 1 BN 1 AF 2 GB 3 GB 1 UP 1 UP 13 HSD 12 EP 5 SSC 3 RR 6 RR 4 EP 4 EP 6 CAF 4 IV 1 CAH1 CAH 12 SSC 24 HJS 1 AF9 HJS 8 HJS 5 RR 10 HJU 6 EP 10 RF 1 CAH 1 CAH 13 CAF 15 RF 8 IV 4 ELJ 7 IV 11 PVS 1 CAH 5 ELJ 6 EP 8 ELJ 1 CAH 12 RF 7 SJS 3 MS 1 MS 1 MS 7 HAU 8 AD 8 CG 7 EM 1 IVM 1 IVF 8 PVS 1 IVF 1 IVF 11 EP 7 RH 10 SSC BIORETENTION BASIN 2 SEE SEPARATE PLANT LIST LAWN SEEDED LAWN (TYPICAL) 3 AG BIORETENTION BASIN 1 SEE SEPARATE PLANT LIST UD UD UDUDUD210D D D D D D D D D D D D D D 19 RR S S S S S 6 SJS 11 CAF 3 PVC 1 IVF 8 CAF 1 HAP ON TRELLIS 6 CAF 1 HAP ON TRELLIS 15 CAF 3 SJS 1 AG 3 SJS 12 CAF 19 CAF 1 PQ 1 PQ 1 HAP ON TRELLIS 7 CAF 7 SJS 12 SJS 12 CAF 14 HSD 5 PVC 11 CAF 3 EP 3 EP 3 EP 1 IVM 3 CAH 3 CAH 10 CAF 5 RF 5 CG 3 EP 11 RF 21 0 210210210 15 EP 11 EP 5 HSD 5 HSD 12 RF 11 EP 11 EP 12 RF 8 HJU 8 HJU 2 AA 2 AADDDDDDDD 3 CAF 22 NF 5 HA6 HG 6 HA 18 EP 5 PVC 8 HJU 14 BG UG UG UG UG UG UG UG UG UG UG 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 Landscape Plan LA 2-01 01/11/2022 1" = 10' 19-202 LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont PLANTING NOTES 1.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. 7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 10.ALL PLANT BEDS SHALL RECEIVE TWO INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING. 14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 15.SEE SPECIFICATIONS FOR TERMS OF PLANT MATERIAL ESTABLISHMENT PERIOD AND GUARANTEE. 16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE. 17.PROVIDE SMALL WOODEN TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON BRICK. 1 09/15/20 JADPermit Revisions PLANT SCHEDULE: SITE PLANT SCHEDULE: BIORETENTION BASIN 1 PLANT SCHEDULE: BIORETENTION BASIN 2 02/04/22 LETElectrical Revisions Per City Comments2 OHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OHUG GGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SSW D D DD SDD SSWWD D D D D D D D DDDDDDDDDDDDDDDWWWWUG UG UG BACON STREET BOUNDARY LINE TO BE DISSOLVEDPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDDC C C C C C D A A A C SSSSSSSSSSSSSS S S SDDD UD UD UDUDUD AD D D D D D D D D D D D D D S S S S SDDDDDDDD 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 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 0.2 0.2 0.3 0.2 0.2 0.6 1.2 1.6 1.0 0.4 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.3 0.5 0.6 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.8 1.0 0.6 0.5 1.0 2.6 2.9 1.7 0.6 0.3 0.4 0.5 0.5 0.4 0.2 0.2 0.2 0.5 1.3 2.0 0.9 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 2.5 2.2 1.3 0.8 1.4 2.2 2.4 1.4 0.6 0.4 0.8 1.4 1.5 0.9 0.4 0.3 0.3 1.0 2.3 3.4 1.4 0.6 0.5 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.5 1.9 1.0 0.3 2.1 2.5 1.2 0.6 0.5 1.3 2.8 3.0 1.5 0.6 0.4 0.6 1.4 2.6 2.7 1.2 0.7 0.9 2.3 1.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.6 0.0 0.1 2.3 3.5 2.5 1.1 0.8 1.3 2.5 1.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.8 1.5 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.6 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 1.7 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 2.4 1.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 1.7 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.5 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.6 0.6 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.8 0.8 0.7 0.7 0.6 0.5 0.5 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.8 1.0 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.8 1.4 1.7 2.0 1.4 0.2 0.2 0.2 3.0 2.6 0.6 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 1.1 1.2 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 1.2 1.7 1.9 1.4 0.9 0.7 0.9 1.4 2.1 1.9 1.1 0.6 0.7 1.4 1.8 1.1 0.4 0.1 0.0 0.0 0.0 0.0 0.1 0.3 1.4 1.5 1.4 1.3 1.1 1.0 0.9 0.8 0.8 0.7 0.7 0.8 0.9 1.0 1.1 0.9 0.7 0.6 0.7 0.9 1.1 1.0 0.7 0.5 0.9 2.4 2.6 1.4 0.4 0.1 0.0 0.0 0.0 0.0 0.1 0.2 1.7 1.8 1.7 1.5 1.3 1.2 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.6 0.6 0.6 0.6 0.5 0.4 0.7 1.0 1.2 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.2 0.3 2.0 2.1 1.8 1.6 1.5 1.3 1.2 1.1 1.0 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 2.2 2.1 1.9 1.7 1.6 1.5 1.3 1.2 1.1 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.4 2.0 2.1 1.9 1.8 1.7 1.6 1.4 1.3 1.2 1.2 1.1 1.0 1.0 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.6 1.8 1.9 1.8 1.8 1.7 1.7 1.5 1.4 1.3 1.3 1.2 1.2 1.1 1.1 1.0 1.0 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.7 1.5 1.6 1.7 1.7 1.8 1.7 1.6 1.5 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.7 1.3 1.3 1.5 1.7 1.8 1.7 1.7 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.6 1.0 1.1 1.3 1.8 1.9 1.8 1.7 1.7 1.6 1.6 1.6 1.6 1.7 1.7 1.8 1.7 1.7 1.5 1.3 1.1 0.9 0.8 0.7 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.5 0.8 0.9 1.2 1.9 2.0 1.9 1.8 1.8 1.7 1.7 1.7 1.7 1.8 2.0 2.1 2.0 2.0 1.8 1.6 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.8 1.1 2.1 2.1 2.0 1.9 1.8 1.7 1.7 1.7 1.8 1.9 2.2 2.3 2.3 2.3 2.1 1.8 1.4 1.2 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.7 1.1 2.2 2.3 2.1 1.9 1.8 1.7 1.6 1.7 1.8 1.9 2.1 2.3 2.5 2.4 2.1 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.6 1.0 2.4 2.4 2.1 1.9 1.7 1.5 1.4 1.3 1.3 1.3 1.2 1.1 1.0 1.0 1.0 1.0 0.7 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.3 1.0 2.5 2.3 2.1 1.8 1.6 1.3 1.1 1.0 1.0 1.0 1.1 1.3 1.5 1.7 1.8 1.8 0.0 1.7 1.5 1.3 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.3 0.4 1.1 2.3 2.2 2.0 1.7 1.5 1.3 1.2 1.1 1.1 1.1 1.2 1.4 1.6 1.8 2.0 2.2 2.2 2.1 1.8 1.5 1.2 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.2 0.3 1.1 2.0 2.0 1.8 1.6 1.4 1.2 1.2 1.1 1.1 1.1 1.2 1.3 1.5 1.7 1.9 2.0 2.0 1.9 1.7 1.5 1.2 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 1.2 1.7 1.7 1.5 1.4 1.3 1.2 1.1 1.0 1.0 1.1 1.1 1.2 1.3 1.5 1.6 1.7 1.7 1.6 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 1.0 1.4 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.8 1.1 1.1 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.2 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.2 0.6 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.2 0.5 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.2 0.3 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.0 0.1 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 D D D D0.5 0.5 0.5 0.50.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.50.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 AVG. ILLUMINATION AVG. ILLUMINATION UNIFORMITY RATIO MAX. POINT (HORIZONTAL)(VERTICAL) ILLUMINATION LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP MOUNT HEIGHT 13 Watt D LBLHO-6036 3.5 FT NOTES: 1.AREA LIGHT AND BUILDING LAYOUT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. 2.DISCREPANCIES BETWEEN L2-01 AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. 3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC CONTRACTOR PRIOR TO ORDERING. 5 Lighting Plan LI 2-01 01/11/2022 1" = 10' 19-202 AAD JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont ZONE 1 0.8 fc n/a n/a 3.8 fc LEGEND 0.5 FOOTCANDLES (fc) 1.0 FOOTCANDLES (fc) 2.0 FOOTCANDLES (fc) FORMS & SURFACES HELIOS BALLARD - 360 DEGREES 32W LED 4000K C 7 11 FTVMMV-L10-840-TL-S-DGL A LEDECF-S-3L-530-NW-G2-4-HIS 20 FT4 WILLIAMS VOLTAIRE ARCH. MINI WALLPACK - VWM VERTICAL 13W LED 4000K OH OH OH OH OH OH OH OHOHOHOHOHG SSSSW S04°11'24"W 124.97'N84°39'50"W70.40'S02°52'32"W 25.16'N84°38'10"W140.13'N04°15'57"E149.74'TIELINE S85°51'02"E37.56'TIELINE S04°07'55"W69.46'WWWWWWWS84°45'53"E139.94'S84°42'19"E69.81'S04°27'43"W 124.91'0FeetGraphic Scale202040608015°±VT GridMagnetic PROJECT LOCATIONS1-01This plat was created using pigment based ink on stable media DescriptionRevisionsByDate#478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERSDate:Scale:Drawn By:Crd file:Sheet:Surveyed By:Field Bk:Project #:ST A T E OF VERMONTST A T EOFVERMONTLAND SURVE Y ORLANDSURVE Y ORLICENSEDLICENSED MARKA.DAYNo. 73216/11/20MADChange TitleUTILITY POLEOVERHEAD UTILITY LINEREINFORCING BAR ( FOUND )CONCRETE MONUMENT ( FOUND )REBAR ( TO BE SET )IRON PIPE ( FOUND )CALCULATED POINTOHtax map no.1540-00510Champlain OilCompany,INC.v. 126 p. 13020,943 sqft0.48 acLEGEND19-202THIS PLAT IS BASED ON A FIELD SURVEY WHICH MEETS OR EXCEEDS THEMINIMUM STANDARDS AS SET FORTH BY THE VERMONT BOARD OF LANDSURVEYORS. FIELD EVIDENCE, PERTINENT RECORD INFORMATION, ANDPAROLE EVIDENCE WAS USED IN THE CALCULATION AND DETERMINATIONOF THE BOUNDARIES SHOWN ON THIS PLAT. ANY INCONSISTENCIES ARESHOWN HEREON TO THE BEST OF MY KNOWLEDGE. THIS PLAT MEETS THEREQUIREMENTS OF 27 VSA 1403.MARK A. DAY, L.S. #732_____________________________________________Champlain Oil Company, Inc. &Bacon Street Properties, LLC510 Shelburne Road - South Burlington, VermontSubdivision PlatHABEXISTING BOUNDARY LINE19-20219-202HAB1" = 20'09/13/19NOTES:1.THIS PLAT IS BASED ON DEEDS RESEARCHED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS ANDFEATURES LOCATED IN THE FIELD WITH A TOTAL STATION ON 09/12/19.2.BEARINGS ARE BASED ON VERMONT STATE PLANE GRID NORTH ESTABLISHED WITH RTK OBSERVATIONSFROM VERMONT CORS STATION VTVRS.3.THESE PARCELS WERE CONVEYED TO CHAMPLAIN OIL COMPANY, INC. IN VOLUME 126 PAGE 130 ANDBACON STREET PROPERTIES, LLC IN VOLUME 609 PAGE 786.4.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LLS732".5.DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND BEARINGS ARE SHOWN TO THE SECOND FORMATHEMATICAL CLOSURE PURPOSES ONLY.6.AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE EASEMENTS, RIGHTS OF WAY, LEASE LANDS,ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR READILY FOUND IN THE LAND RECORDS. ADDITIONALENCUMBRANCES MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAT.7.UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND PLANS OFRECORD. ACTUAL LOCATION OF UNDERGROUND LINES MAY VARY.8.THE RIGHT OF WAY LIMITS OF U.S. ROUTE 7 ARE BASED ON SURVEYS OF RECORD. BACON STREET WASDEEDED TO THE CITY ON SOUTH BURLINGTON IN VOLUME 543 PAGE 348 AND IS DEPICTED AS SHOWN ONPLAT REFERENCE 3.tax map no.0090-00017Bacon StreetProperties, LLCv. 609 p. 7868,757 sqft0.20 actax map no. 1540-00520Germania PropertyGroup, LLCv. 975 p. 135map slide 548, 555, 589tax map no. 0090-00025John Larkin, INCv. 1375 p. 324map slides 548, 555,589, 600tax map no. 0090-00014Deimer Properties, INC.v. 479 p. 704map slide 67PLAT REFERENCES:1."PLAN OF LAND & EASEMENTS 518 SHELBURNE STREET SOUTH BURLINGTON, VERMONT, THOMAS A. FARRELL" DATED OCTOBER 24, 1959AND RECORDED ON MAP SLIDE 36 IN THE CITY OF SOUTH BURLINGTON LAND RECORDS.2."COUNTRY CLUB ESTATES, INC. S. BURLINGTON, VERMONT, SUBDIVISION OF SECTION I " REVISED AUGUST 15, 1926 BY ELIZBETH BOOTESCLARK, LANDSCAPE ARCHITECT AND RECORDED ON MAP SLIDE 67 IN THE CITY OF SOUTH BURLINGTON LAND RECORDS.3."REVISED FINAL PLAT O'DELL PARKWAY PUD, FARRELL STREET SOUTH BURLINGTON, VERMONT" DATED JUNE 20, 2005 LAST REVISED 1-25-11BY CIVIL ENGINEER ASSOCIATES INC., AND RECORDED ON MAP SLIDES #589, 555, 548 IN THE CITY OF SOUTH BURLINGTON LANDRECORDS.BACON STREETU.S. ROUTE 7 & SHELBURNE ROAD CATCH BASINBOLLARDFIRE HYDRANTUTILITY POLEVALVEMONITOR WELL5/8"DOWN0.5'5/8" DOWN 0.1'ALUMINUM CAP"LS 60812"5/8" DOWN 0.3'DISTURED ANDBENT4"X4"X0.6'DISTURBED5/8" FLUSH5/8" FLUSH1 1/2" DOWN 1.5'RAIL ROAD SPIKEFOUND FLUSH INPAVEMENT5/8" FLUSHALUMINUMCAP "LS 597"5/8" FLUSHIN PAVEMNETGRAVELGRAVELPARKINGAREACONCRETEPADEXPOSEDFOUNDATIONMANHOLESIDEWALK SEWER LINESWATER LINEWSOUTH BURLINGTON CITY CLERK'S OFFICERECEIVED FOR RECORD______________________________________A.D. 202_________at _____________ O'clock ____________ minutes ________ mand recorded in Slide__________________________________Attest: _____________________________________ City ClerkTELEPHONEMANHOLE50'50' WIDE ACCESSEASEMENT TOFARRELL STREET PERv. 649 p.566 & 568EDGE OFGRAVELGRAVELPAVEMENTPAVEMENTFARRELLSTREETCITY LINE OF BURLINGTONCITY LINE OF SOUTH BURLINGTON APPROXIMATE CITYLIMITS PER PLANS &PLATS OF RECORDAPPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTHBURLINGTON, VT. ON THE ______ DAY OF ________________________ 202___, SUBJECT TO THEREQUIREMENTS AND CONDITIONS OF SAID RESOLUTION.SIGNED THIS ______ DAY OF ________________________ 202___,BY __________________________________________ CHAIRMAN OR CLERKBOUNDARY LINE TO BE REMOVEDBOUNDARY LINETO BE REMOVED 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture January 12, 2022 Marla Keene, Development Review Planner City of South Burlington 575 Dorset St South Burlington, VT 05403 RE: 19-202 Site Plan Review 510 Shelburne Road, South Burlington, VT 05403 Dear Ms. Keene, Please find attached a submission for a Site Plan application that TCE is submitting on behalf of the landowner and applicant (the “Applicant”), Champlain Oil Company, Inc., LLC c/o Bryan Cairns, for a proposed site development of the existing ±0.68-acre parcels at 510 Shelburne Road in South Burlington. The project proposes to develop a mixed-use building that has commercial (1st and 2nd floor) and 9-unit residential (3rd and 4th floor) uses with parking, landscaping, sidewalks, and other site amenities. Per South Burlington Land Development Regulations (the “LDRs”)Appendix E Submission Requirements, below is (a) a narrative description of the project, (b) demonstration of compliance with applicable review standards, (c) a list of submission elements, and (d) a list of changes made to plans from previous submittals. Recent Approval on this Parcel In September of 2020, the Applicant received DRB approval for (1) Site Plan application “to construct a two and a half story building of 13,818 sf to be used as a bank, restaurant and general office…” see #SP-20-29, and (2) Final Plat to consolidate the two parcels on which the project is located, see #SD-20-24. The project propose for this application is very similar to the 2020 approval, however this current proposal includes residential units in the upper floors of the building and has increased the building height from two and a half to four stories. A. Project Narrative & Description Existing The project parcel is located in the C1 R15 Zoning District and is within a Primary Node of the Urban Design Overlay (UDO) District, the Transit District, and Zone 1 of the Traffic District. The setbacks for the parcels are 20 ft from both Shelburne Road and Bacon Street per the UDO. The property was most recently used as a gas station and automotive care and service center; however, the gas pumps have been removed and the facility is not currently active. The building structure remains onsite. The site primarily consists of impervious 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture SITE PLAN REVIEW 510 SHELBURNE ROAD PROJECT #:19-202 JANUARY 2022 Page 2 of 6 surface due to the former use of the site. There is approximately 89.5% combined impervious cover on both lots with a few areas of grass / pervious surface. Access to the site is from two curb cuts on Shelburne Road and from Bacon Street by way of an open curb cut that spans the north property line of both subject parcels. A 50’ easement to Farrell Street exists from the southwest portion of the property through the southern property owned by Germania Property Group, LLC and is currently operating as a Walgreens. Access rights also exist along the rest of the southern property boundary for access to Farrell Street and a signalized intersection. Proposed The project proposes the development of a new ±4,972 square foot mixed-use building with two floors of commercial (1st and 2nd floor) with two floors of residential units above (floors 3-4) that contain 9 dwelling units. The proposed dwelling units are one and two- bedrooms, some of which access balconies on the east and west sides of the building. The commercial space on the first floor is divided into two separate spaces; the southern commercial space is 1,570 square feet and the northern space is 1,665 square feet. The second-floor consists of one commercial space that is 3,900 square feet in size. The building is proposed to be located at the 20-foot setback along Shelburne Road and Bacon Street to create a unified street frontage and appearance with existing development and structures along this corridor. Access to the site is proposed to be from an entrance on Bacon Street, with a right-turn-only slip lane for northbound travelers on Shelburne Road. The project also maintains a connection to the Walgreens parking lot. There are two sidewalk connections to Shelburne Road that connect to the project site and a small gathering space with benches at the north end of the building. With regard to the commercial spaces, the Applicant requests an Umbrella Approval as allowed per Section 3.09.B of the LDRs. Permitted uses in the C1 R15 District include the following:Community Center, Cultural Facility, Educational facility, Educational support facilities,Food Hub, Hospice, Personal instruction facility, Place of worship,Artist production studio, Bank or Credit Union with driveway-though, Cannabis dispensary (dispensing only), Child care facility (licensed non-residential), Financial institution, Hotel, Indoor theater, Manufacturing & assembly from previously prepared materials & components, Office (general), Office (medical), Personal or business service, Pet grooming, Photocopy & printing shops, with accessory retail, Radio & television studio, Recreation facility (indoor), Research facility or laboratory, Restaurant (short order), Restaurant (standard), Retail sales, Seasonal Mobile Food Unit, Taverns, night clubs & private clubs. We understand that traffic and peak trips will be an important factor and may affect what uses are permitted on the site. Since no specific uses have been determined at this 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture SITE PLAN REVIEW 510 SHELBURNE ROAD PROJECT #:19-202 JANUARY 2022 Page 3 of 6 time, the Applicant acknowledges that the daily peak trips will not exceed the 112 P.M. peak trips as allowed by the former gas station use. Once specific uses have been determined for the commercial spaces, the Applicant will provide updated traffic calculations for the identified uses for review and approval by the City. The site contains contaminated soils from its former use as a gas and service station; the applicant has worked with KAS Consulting on Evaluation of Corrective Action Alternatives (ECCA) and Corrective Action Plan (CAP) for the State so the environmental work/mitigation can be completed during redevelopment of the site. Efforts have been made to create a balanced site with regard to cut and fill, and limit removal of or interaction with contaminated soil. The preliminary earthwork estimates approximately 70 yards of soil will need to be removed. All earthwork will comply with local and state regulations and the Corrective Action Plan for contaminated soil handling, removal, and disposal. The State is currently reviewing CAP information and an approval is anticipated in Winter/Spring 2022. Project construction is expected to occur during the 2022-2023 season. No construction phasing is anticipated at this time. B. Demonstration of Compliance The project meets the requirements and goals set forward in the South Burlington Land Development Regulations. The project meets the setbacks, and maximum building height requirements per the zoning and overlay districts. The project proposes (33) parking spaces onsite with (8) large deciduous shade trees near or adjacent to the parking area, meeting the requirement of 1 tree for every 5 parking spaces. A mix of tree species is proposed to create a diverse makeup. Shrubs will be planted in breaks between trees around the perimeter of the parking lot to provide screening. Two handicap accessible parking spaces are located at the building entrance. Street trees are proposed along both Shelburne Road and Bacon Street. Street trees along Shelburne road are located under an existing utility line and are specified to be a shorter tree variety (crabapple). The site is landscaped with a variety of large shade trees and ornamental trees, shrubs, perennials and grasses, and the required minimum landscape budget has been met, see the waiver section below. The project utilizes a mix of stormwater collection and treatment for runoff on the site, including a filtration system in the parking island and two bioretention basins that are planted with a variety of herbaceous plants and some small shrubs. Bike parking is provided onsite to accommodate short term, outdoor parking and long-term parking. 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture SITE PLAN REVIEW 510 SHELBURNE ROAD PROJECT #:19-202 JANUARY 2022 Page 4 of 6 C. Submission Elements The submission elements included in this project package include the following: 1.Complete Application Forms a.Subdivision Application b.Site Plan Application 2.Cover letter and narrative (this document) 3.List and address of abutting landowners 4.Plan set: (1) digital copy •A101 First Floor Plan •A102 Second Floor Plan •A103 Third Floor Plan •A104 Fourth Floor Plan •A201 Exterior Elevations •A202 Exterior Elevations •A203 Exterior Elevations •A901 Northwest Perspective •A902 Southeast Perspective •C0-00 Cover •C1-00 Legend and Notes •C1-01 Existing Conditions Plan •C1-02 Demolition, Remediation, & EPSC Plan •C2-01 Site Plan •C2-02 Grading Plan •C3-01 Utility Plan •C4-01 Stormwater Plan •C8-01 Site Details •C8-02 Site Details •C8-03 Sanitary Details •C8-04 Sewer & Water Details •C8-05 Erosion Prevention & Sediment Control Details •C8-06 Stormwater Details •C8-07 Stormwater Details •C8-08 Erosion Prevention & Sediment Control – Low Risk Handbook •C8-09 Erosion Prevention & Sediment Control – Low Risk Handbook •C10-01 Fire Truck Turning Radius Exhibit •C8-09 Erosion Prevention & Sediment Control – Low Risk Handbook •LA2-01 Landscape Plan •LA2-02 Landscape Details •LI2-01 Lighting Plan •LI-2-02 Lighting Details •S1-01 Subdivision Plat b.Location & Zoning Map c.Natural Resources Map 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture SITE PLAN REVIEW 510 SHELBURNE ROAD PROJECT #:19-202 JANUARY 2022 Page 5 of 6 5.Supplemental Application Information a.Traffic Impact Statement b.Opinion of Landscape Costs c.Stormwater Narrative D. Changes From Previous Submittals There are no previous submittals for this project or application. As noted in the “Previous Approvals” section at the beginning of this letter, the project was submitted to and approved by the DRB in 2020. Waiver Request Per the South Burlington Land Development Regulations (LDRs) Article 14.05.G Waiver of Application Requirements states: “the Development Review Board shall have the authority to, when reasonable, waive any application requirements for site plan approval. Any such waiver may be exercised in the event any such requirements are 1) found not to be requisite in the interest of public health, safety, or general welfare or 2) inappropriate to a particular site plan because of the particular character or limited nature of a new development or change in use or conditions peculiar to a site or 3) will cause extraordinary and unnecessary hardship.” For this project, we are requesting waivers for two criteria, (1) Lot Coverage Maximum, and (2) a request to use a portion of our required Landscape Budget for a hardscape element (benches). 1.Lot Coverage Maximum – We are requesting this waiver for several reasons specific to this site and design. First, our proposed site plan greatly improves the aesthetics and use of the site, most recently used as a gas service station, and reduces the overall impervious from 89.5% to 78.1% (8.1% greater than the 70% maximum per this zoning district). The plan reduces curb cuts for safe ingress/egress and replaces impervious surface and paving along Shelburne Road and Bacon Street with green space, street trees and ornamental plantings to create a unified streetscape and appearance along both street fronts. There is a center planting island in the parking area with ornamental plantings and shade trees to help deflect summer heat and capture and treat stormwater. Sidewalks are present to maintain access to the building and street sidewalks. Areas for outdoor seating have been reduced and a brick seat wall was added to provide additional resting area for restaurant users and are limited to a small area directly outside of the building. We have investigated alternative options for reduced impervious surface such as pervious paving, however the project is located on a brownfield site and requires 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture SITE PLAN REVIEW 510 SHELBURNE ROAD PROJECT #:19-202 JANUARY 2022 Page 6 of 6 specific treatment for runoff. Given the contaminated soils, and the flat nature of this site, this was not a feasible option. Additionally, while we have a greater impervious lot cover than the allowed maximum, we are still able to capture and treat site runoff in our proposed stormwater treatment plan using a combination of methods including prefabricated filtration units and planted bioretention areas on the site per local and state requirements. Additionally, this proposed layout proposes less impervious surface than the previously approved application. Given, the above reasons, we think the project design is appropriate and meets the above criteria in the South Burlington LDR in that the lot coverage maximum is not requisite in the interest of public health, safety, or general welfare; the particular nature of this site is prohibitive of alternative materials (i.e. pervious paving); and the reduction of pervious surface would cause hardship, in that it will affect circulation and access to and within the site, as well as the site functionality. 2.Landscape Budget – Our proposed landscape plan exceeds the minimum landscape budget requirement of $42,500, per section 13.04.G Landscaping Standards and Table 13-4 Landscaping Value Requirements of the LDRs, by $1,457 for a total budget of $43,957. The proposed budget includes a hardscape element – two benches north of the proposed building. We feel that the proposed plan meets the goals and intent of the LDRs by providing a well landscaped site consistent with nearby properties and developments. The plan includes a diverse mix of street trees and ornamental shrubs, perennials and grasses, along the street front and in the parking areas that will both beautify the site and provide shading. The proposed benches will further compliment the site aesthetics and provide a functional place for patrons and employees to rest and gather. For these reasons, we feel a waiver is appropriate in this situation to further compliment the aesthetics of the site. If you have any questions or need additional information, please do not hesitate to contact me directly at (802) 879-6331 x108 or by email at lucy.thayer@tcevt.com. Sincerely, Lucy Thayer, PLA TCE, Inc. 478 Blair Park Road Williston, VT 05495 SYM QTY SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION COMMENTS COST PER PLANT (installed)TOTAL TREES AF 2 Acer x freemanii ‘Sienna Glen’Sienna Glen Maple 2.5-3" Cal B&B Limbed to 7' HT $800.00 $1,600.00 BN 1 Betula nigra 'Heritage'Heritage River Birch 2.5-3" Cal B&B Multistemmed; 3 min.$815.00 $815.00 GB 5 Gingko biloba Ginkgo 2.5-3" Cal B&B Male, Limbed to 7' HT $985.00 $4,925.00 UP 2 Ulmus americana 'Princeton'Princeton American Elm 2.5-3" Cal B&B Limbed to 7' HT $815.00 $1,630.00 MS 3 Malus sutzam 'Sugar Tyme"Sugar Tyme Crabapple 2.5-3" Cal B&B Limbed to 5-6' HT $750.00 $2,250.00 SHRUBS AG 3 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 6-7' HT B&B Mulitstemmed $350.00 $1,050.00 AA 5 Aronia arbutifolia 'Brilliantissima'Red Chokeberry #5 Cont.36" HT min.$80.00 $400.00 BG 14 Buxus microphylla 'Green Mountain'Green Mountain Boxwood 24-36" HT B&B/Cont.$135.00 $1,890.00 HA 11 Hydrangea arborescens 'Annabell'Annabell Hydrangea #3 Cont.$65.00 $715.00 RR 33 Rosa rugosa Saltspray Rose #3 Cont.$45.00 $1,485.00 SJS 38 Spirea japonica 'Shirobana'Shirobana Japanese Spirea #2 Cont.$45.00 $1,710.00 PERENNIALS EP 99 Echinacea purpurea Puple Coneflower #2 Cont.$30.00 $2,970.00 HJS 41 Hemerocallis 'Joan Senior'Joan Senior Daylily #2 Cont.$32.00 $1,312.00 HJU 34 Hemerocallis 'June'June Daylily #2 Cont.$32.00 $1,088.00 HSD 37 Hemerocallis 'Stella D'Oro'Stella D'Oro Daylily #2 Cont.$30.00 $1,110.00 HG 6 Hosta 'Gold Standard'Gold Standard Hosta #2 Cont.$30.00 $180.00 NF 22 Nepeta faassenii 'Walkers Low'Walkers Low Catmint #2 Cont.$32.00 $704.00 RF 35 Rudbeckia fulgida v. fulgida Blackeyed Susan #2 Cont.$25.00 $875.00 GRASSES, VINES, & GROUNDCOVERS CAF 93 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass #2 Cont.$35.00 $3,255.00 HAP 3 Hydrangea anomola petiolaris Climbing Hydrangea #3 Cont.$80.00 $240.00 PQ 2 Parthenocissus quinquefolia Virginia Creeper #2 Cont.$45.00 $90.00 PVC 13 Panicum virgatum 'Cloud Nine'Cloud Nine Switchgrass #2 Cont.$32.00 $416.00 SSC 27 Schizachryium scoporium 'The Blues'The Blues Little Blue Stem #2 Cont.$45.00 $1,215.00 Site Planting COST:$31,925.00 1/11/2022 Opinion of Landscape Costs 510 Shelburne Road 19-202 Prepared by TCE Bioretention Basin 1 SYM SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION COMMENTS COST PER PLANT TOTAL AD 8 Aruncus dioicus Goatsbeard #2 Cont.$35.00 $280.00 CAF 21 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass #2 Cont.$35.00 $735.00 CAH 6 Clethra alnifolia 'Hummingbird'Hummingbird Summersweet #3 Cont.$60.00 $360.00 CG 13 Chelone glabra White Turtlehead #2 Cont.$35.00 $455.00 EP 14 Echinacea purpurea Puple Coneflower #2 Cont.$27.00 $378.00 EM 7 Eupatorium maculatum 'Little Joe'Little Joe Joe Pye Weed #2 Cont.$25.00 $175.00 HAU 7 Helenium autumnale Sneezeweed #2 Cont.$30.00 $210.00 IVM 2 Ilex verticillata 'Jim Dandy'Jim Dandy Winterberry Holly #3 Cont.Male $60.00 $120.00 IVF 4 Ilex verticillata 'Sparkleberry'Sparkleberry Winterberry Holly #5 Cont.Female $80.00 $320.00 PVS 8 Panicum virgatum 'Shenandoah'Shenandoah Switch Grass #2 Cont.$30.00 $240.00 RF 12 Rudbeckia fulgida v. fulgida Blackeyed Susan #2 Cont.$25.00 $300.00 Bioretention Basin 1 COST:$3,573.00 Bioretention Basin 2 SYM SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION COMMENTS COST PER PLANT TOTAL CAF 22 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass #2 Cont.$35.00 $770.00 CAH 6 Clethra alnifolia 'Hummingbird'Hummingbird Summersweet #3 Cont.$60.00 $360.00 EP 27 Echinacea purpurea Puple Coneflower #2 Cont.$27.00 $729.00 ELJ 17 Eupatorium maculatum 'Little Joe'Little Joe Joe Pye Weed #2 Cont.$25.00 $425.00 IV 19 Iris versicolor Blue Flag Iris #1 Cont.$20.00 $380.00 PVS 11 Panicum virgatum 'Shenandoah'Shenandoah Switch Grass #2 Cont.$30.00 $330.00 RF 37 Rudbeckia fulgida v. fulgida Blackeyed Susan #2 Cont.$25.00 $925.00 Bioretention Basin 1 COST:$3,919.00 Seed Mix QTY UNIT COST PER UNIT/ITEM TOTAL Conservation Mix 5311 Conservation Mix byErnst Conservation Seeds, Inc., 8884 Mercer Pike, Meadville PA 16335 45 LB $12.00 $540.00 Apply per manufacturers recommended rate and specifications.Seed Mix COST:$540.00 Hardscape Site Elements QTY COST PER UNIT (INSTALLED)TOTAL Benches 6' Bench 2 $2,000.00 $4,000.00 Hardscape COST:$4,000.00 TOTAL LANDSCAPE COST:$43,957.00 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture TRAFFIC SUMMARY 510 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT January 12, 2022 Prepared For: Champlain Company Inc, LLC 510 Shelburne Road South Burlington, VT Prepared By: Colen Johnson, P.E. Trudell Consulting Engineers (TCE) 478 Blair Park Road Williston, VT 05495 802-879-6331 PROJECT LOCATION 2 1.0 INTRODUCTION This traffic report is intended to provide an overview of the vehicle access and project- generated traffic associated with the proposed development of the 0.68 acre property located at 510 Shelburne Road in South Burlington, Vermont. The property, owned by Champlain Oil Company, Inc., is located on the southeast corner of the Bacon Street and Shelburne Road (U.S. Route 7) intersection, with direct frontage on both Bacon Street and Shelburne Road. The property is located approximately 0.2 miles north of the major intersection of Interstate I-189 and Shelburne Road (U.S. Route 7). In accordance with the South Burlington Land Development Regulations (dated 11/29/2019), the property is located within a Zone 1 Traffic Overlay District – Major Intersections. ↑ Project Location ↑ The existing site contains a gas/service station which is proposed to be removed with a new three story mixed use commercial building (herein called the project) to be constructed in its place. This report is meant to summarize the traffic impacts of the proposed project and show compliance with the requirements of the Traffic Overlay District in accordance with Section 10.02 of the South Burlington Land Development Regulations. ↑Exhibit 1:Existing Gas/Service Station On-Site ↑ 3 2.0 EXISTING ACCESS The existing gas/service station on site has multiple curb cuts and access points on both Shelburne Road (U.S. Route 7) and the Class 3 designated Bacon Street. The existing gas station parking lot contains two wide curb cuts on Shelburne Road (U.S. Route 7), allowing for left and right turn entrance and egress from each access location. The northern property boundary directly abuts Bacon Street with no curbing or divide between the gravel/pavement on site and the roadway surfacing. With no defined access or change in grade between the roadway and on-site surfacing, two-way entrance and egress can occur at almost any location along the boundary line between the project property and Bacon Street. The property also contains no defined division between the on site pavement and the neighboring Walgreen’s parking lot, allowing for unimpeded traffic flow between the properties in multiple locations along the southern property boundary. ↑Exhibit 3: Curb Cuts on Shelburne Road (Looking Southeast) Exhibit 4:Boundary Between On-Site Surfacing and Bacon Street (Looking East) ↑ ↑Exhibit 2:Curb Cut Illustration ↑ 4 3.0 PROPOSED ACCESS The gas/service station is proposed to be removed and a new four-story mixed-use building is proposed to be constructed. The new building is proposed to be positioned along the western portion of the site with frontage along Shelburne Road, while meeting the setback requirements outlined in the South Burlington Regulations. A parking lot is proposed to be located behind the new building on the eastern portion of the site. One curb cut is proposed on Shelburne Road (U.S. Route 7) at the southwest corner of the site. This curb cut will allow only right turn entrance from Shelburne Road into the property via a new 18-foot wide one-way slip lane on the southern portion of the site, providing access from Shelburne Road to the rear parking lot. This slip lane will be for one-way ingress only traffic. One curb cut is proposed on Bacon Street, at the center of the site’s northern property line. This curb cut will allow for right and left turn entrance and egress, providing access from Bacon Street to the rear parking lot. One curb cut is also proposed on the southeast corner of the site allowing for two-way entrance and egress from the neighboring Walgreen’s parking lot to the project’s new rear parking lot. ↑Exhibit 5:Proposed Site Layout With Access Locations ↑ Proposed 2-way Access on Bacon Street Proposed 2-way Access to Neighboring Walgreen's Parking Lot Proposed 1-way Right Turn Only Access From Shelburne Road 5 4.0 TRIP GENERATION TRAFFIC BUDGET: In accordance with the South Burlington Land Development Regulations, the maximum allowable trip generation for a lot’s use within a Traffic Overlay Zone is known as the Traffic Budget. In accordance with Section 10.02.F and 10.02.G, the Traffic Budget or maximum number of vehicle trip ends during the PM peak hour for the project property is calculated based on lot size as follows: Property Lot Size = 0.48 acres + 0.20 acres = 0.68 acres = 29,620.8 SF Max Peak Hour Volume for Zone 1 (per Table 10-1) = 15 Trips / 40,000 SF of Lot Area Project Max Peak Hour Volume = (15 Trips / 40,000 SF) * 29,620.8 SF = 11.1 Trips 15% Bonus for Right Turn Only from U.S. Route 7 (per 10.02.G) = 11.1 x 1.15 = 12.77 Trips Project Maximum Peak Hour Traffic Budget = 13 Trips EXISTING SITE: The existing site contains a gas/service station with eight gas pumps/fueling locations. In accordance with the 10th Edition of the ITE Trip Generation Manual, a gas/service station (land use #944) with 8 fueling positions, will generate 112 vehicle trips during a weekday peak hour occurring during a one-hour period between 4:00 and 6:00 pm. In accordance with Section 10.02.H.2 of the Land Development Regulations, as the existing peak hour volume for the site (112 trips) exceeds the maximum traffic budget (13 trips), the existing peak hour volume of 112 peak hour trips will be the maximum allowable volume for the site with no additional credits. Project Allowable Peak Hour Traffic Volume = 112 Trip Ends PROPOSED SITE: The proposed four-story mixed-use building is assumed to consist of the following uses: •Commercial Space (1,665 SF) on 1st Floor → Assumed Use = Office Space •Commercial Space (1,570 SF) on 1st Floor → Assumed Use = Coffee/Donut Shop •Commercial Space (3,900 SF) on 2nd Floor → Assumed Use = Walk-In Bank •1 Bedroom Residential Units on 3rd and 4th Floors = Seven 1 Bedroom Units •2 Bedroom Residential Units on 4th Floor = Two 2 Bedroom Units It should be noted, that the commercial uses of the building are not final and may change later during final occupation of the space. The commercial uses listed are assumed. In accordance with the 10th Edition of the ITE Trip Generation Manual, the proposed site will generate the following pm peak hour traffic volumes: 6 Coffee/Donut Shop Without Drive Through (Land Use #936) with 1,570 SF = 57 Trips Walk-In Bank (Land Use #911) with 3,900 SF = 47 Trips Small Office (Land Use #712) with 1,665 SF = 4 Trips Third & Fourth Floor Multi-Family Housing Mid Rise (Land Use #221) with 9 DU’s = 4 Trips Total Peak Hour Traffic Volume for Proposed Site = 112 Trips The proposed site conditions will not result in an increase in existing peak hour trips. 5.0 CONCLUSIONS The proposed development of the project site, removing the existing gas/service station and constructing a new mixed-use building with layout as noted, will meet the traffic regulations applicable to the Traffic Overlay District - Zone 1 within the South Burlington Land Development Regulations and reduce the property’s overall existing traffic impacts. The traffic related compliance and impacts for the proposed project, outlined in this report, are summarized as follows: 1.The proposed project will reduce the number of curb cuts on Shelburne Road (U.S. Route 7) from two to one with only right-turn ingress allowed from Shelburne Road. Reducing the number of curb cuts and restricting entrance to right-turn only from Shelburne Road will reduce the potential conflict points associated with this parcel. 2.The proposed project will result in 112 vehicle trip ends during the PM Peak Hour, which equals the existing PM Peak trips for this site. This proposed peak hour volume will not exceed the peak hour volume for the existing site, thus meeting the traffic volume requirements for the Traffic Overlay District outlined in Section 10.02.H.2 of the South Burlington Land Development Regulations. 478 Blair Park Road Williston, VT 05495 802 879 6331www.tcevt.com42 Mapleville Depot Road St. Albans, VT 05478 802 528 5116 Civil Engineering Environmental Services Land Surveying Landscape Architecture TRAFFIC IMPACT STUDY 510 SHELBURNE ROADSOUTHBURLINGTON,VERMONT APPENDIX TRIP GENERATION CALCULATIONS TCE: 19-202 510 Shelburne Road South Burlington, Vermont Trip Generation and Traffic Calculations Budget Calculation -->15 trips per 40,000 SF 1,570 SF Coffee/Donut 1,665 SF Office Space Lot Size AC SF Total SF 3,900 SF Walk-In Bank 0.68 29700 29700 Traffic Budget:11 Trip Ends +15% for no direct lefts 13 Trip Ends onto adjacent arterial PM Peak Trips Enter Exit Existing (Alt. Traffic Budget)8 Fueling Pos.112 56 56 Proposed 9 DU 4 2 2 1665 SF 4 1 3 3900 SF 47 21 26 1570 SF 57 28 29 112 0 <---------**EXISTING MAX. PEAK HOUR EXCEED ZONE BUDGET USE EXISTING AS BUDGET** Floor 1 Commercial#1 9 DU Multi-Family Housing (Mid-Rise) 712: Small Office Building Floor 2 Commercial South Burlington Traffic Overlay District Zone 1: Major Intersections PROJECT TRIP GENERATION 944: Gasoline/Service Station Distribution VariableLand Use 10.02.H.2 - In the event the existing peak hour trip gen exceeds max. allowable budge for the site including credits, the existing peak hour trip gen shall be the max allowable for the site, and no additional credits shall be provided for site improvements or any other cause. The provision shall not alleviate the responsibility of the applicant to make traffic and other site improvements required by the DRB. Floor 1 Commercial #2 911: Walk-In Bank 936: Coffee/Donut w/o DT Subtotal Net Increase Floors 3-4 (9 Residential Dwelling Units) Note: The proposed commercial uses shown are assumed and exact commercial uses are to be finalized prior to building occupation. 221: Multi-Family Housing (Mid Rise) Gasoline/Service Station (944) Vehicle Trip Ends vs: Vehicle Fueling Positions On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 66 Avg. Num. of Vehicle Fueling Positions:9 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Vehicle Fueling Position Average Rate Range of Rates Standard Deviation 14.03 4.25 -75.50 6.96 Data Plot and Equation X = Number of Vehicle Fueling Positions Study Site Average Rate Fitted Curve Equation: Not Given R²= **** Trip Gen Manual,10th Edition Institute of Transportation Engineers 0 5 10 15 200 100 200 300 8 112 Page 1 of 2 4/7/2020https://itetripgen.org/PrintGraph.htm?code=944&ivlabel=UNITS944&timeperiod=TPSIDE&x=8&e...