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Home My WebLink AboutAgenda 06_SD-23-05_760 Shelburne Road_Bourne #SD-23-05 1 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SD-23-05_760 Shelburne Road_Bourne_PPFP_SC_2023-04-04.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: March 15, 2023 Application received: February 9, 2023 760 Shelburne Road – Gary Bourne Preliminary and Final Plat Application #SD-23-05 Meeting Date: April 4, 2023 Owner Gary J. Bourne & 764 Shelburne Road, LLC 414 West Grove Middleboro, MA 02346 Applicant Gary Bourne 414 West Grove Middleboro, MA 02346 Property Information Tax Parcels 1540-00760, 1540-00764, 1700-00031 Commercial 1-R15 Zoning District, Traffic Overlay District, Transit Overlay District, Urban Design-Secondary Node Overlay District Parcel size: 1.43 acres Engineer TCE 478 Blair Park Road Williston, VT 05495 Location Map #SD-23-05 2 PROJECT DESCRIPTION Preliminary and final plat application #SD-23-05 of Gary Bourne to create a General Planned Unit Development by re-subdividing three existing lots into three new lots of 0.18 acres (Lot 1), 0.14 acres (Lot 2), and 1.06 acres (Lot 3), and constructing a 3,350 sf financial institution on Lot 1, a 6,480 sf 2-story mixed commercial and residential building on Lot 2, and a 3-story 27-unit multifamily building on Lot 3, 760 Shelburne Road. PERMIT HISTORY This project consists of three existing lots currently developed with a restaurant, a convenience store and service station, and an auto & motorcycle service and repair use. Currently all three uses are vacant. The applicant has received zoning permits ZP-23-042, ZP-23-043, and ZP-22-044 to demolish the buildings on the three lots. Otherwise, none of the three properties has received any approvals more recently than 2012. Sketch plan application #SD-22-11 was reviewed by the Board on August 2, 2022. Important items discussed on that date included the appearance of the buildings, the need for three individual lots, and connections to adjacent lots. COMMENTS Development Review Planner Marla Keene and Director of Planning and Zoning Paul Conner, hereafter referred to as Staff, have reviewed the plans submitted by the applicant and offer the following comments. This project can only meet the regulations if it applies for approval as a General Planned Unit Development. General PUDs are subject to the requirements of 15.C.04 and 15.C.07, as well as site plan review standards, general provisions, and supplemental regulations as applicable. Because of the relatively complex nature of the proposal as a three-building project on a small lot and the applicant’s choice to combine preliminary and final plat, Staff anticipates the applicant will require multiple meetings to fully address the review criteria of the LDR. The Board began review of this application on March 7, 2023, and continued the hearing to March 21 for the purpose of reviewing the remainder of the staff report. The hearing on March 21 was postponed to April 4. Staff has retained the previously provided staff report from March 7 & 21 and provided minor updates where new information is available for the Board’s consideration. For many numbered items, no update is available or provided. A) SUMMARY OF THE BOARD’S AUTHORITY TO WAIVE OR MODIFY STANDARDS The applicant has requested a modification or waiver for each dimensional standard of the LDR. As a preamble to discussion of the applicant’s requested modifications and waivers, Staff has summarized the ability of the Board to waive or modify standards. Article 15.C describes the authority of the Board in granting PUD approval: #SD-23-05 3 15.C.01A. Authority (1) The Development Review Board (DRB) has the authority under 24 VSA § 4417 to review, and to approve, to approve with modifications and conditions, or to disapprove an application for a Planned Unit Development (PUD). (2) The DRB also has the authority to modify the Land Development Regulations in association with PUD review, subject to the standards and conditions for Planned Unit Development, as specified by PUD type under this Article, in support of more efficient, compact, walkable, and well- planned forms of residential neighborhood, mixed use, and infill development, and the permanent conservation of resource lands and other open space. (a) In addition to modifications or waivers intended to accommodate site constraints under Section 15.A.01 of the subdivision regulations, this may include modifications of underlying zoning and subdivision regulations pertaining to blocks, building lots, building types, allowed densities of development, and the type and mix of allowed uses. (b) This may also include DRB review and approval of alternative forms of compliance with applicable PUD standards under Section 15.C.04. Staff calls the Board’s attention to the underlined section (2) above, which describes the purpose for why the LDR provides the authority for standards to be modified in a PUD. Within the General PUD in particular, which provides more latitude in determining the extent of any modifications than in other PUD types, Staff considers it particularly important that the design be more efficient, compact, walkable, and well-planned than the project would be if it were to fully comply with the dimensional standards. The specific parameters of the modifications enabled in a General PUD are contained within 15.C.07G. 15.C.07(G). General PUD Dimensional Standards. (1) Relevant subdivision, site plan, zoning district, and applicable overlay district dimensional standards shall form the basis of the design of a General PUD and shall apply unless modified, reduced, or waived by the DRB under (2) below. (a) The DRB must find an application meets the requirements of 15.C.07(G)(2) in order to modify, reduce, or waive Site Plan requirements using 14.04(A)(3), Site Plan application requirements using 14.05(G), Subdivision requirements using 15.A.01(B)(3), Scenic Overlay District requirements using 10.02(I)(2), (J), and/or (K). (b) The DRB has authority to allow alternative compliance under 15.C.04(C)(3). (c) Height restrictions may be modified, reduced, or waived in underlying zoning districts identified in 3.07(D)(2) by the DRB under (2) below, except as noted in 15.C.07(C)(2)(b) above. The standards of review in 3.07(D)(2) shall apply. (d) The DRB cannot modify, reduce, or waive standards as listed in 15.C.07(A)(3). (2) In response to the existing or planned Development Context in the Planning Area, the DRB may modify, reduce, or waive one or more applicable dimensional standards as necessary to: (a) Accommodate reductions in the available area associated with infill or redevelopment, that result in insufficient acreage to meet applicable dimensional standards; or #SD-23-05 4 (b) Allow for more creative and efficient subdivision and site layout and design that advances the purposes of the underlying zoning district and/or the goals of the Comprehensive Plan, particularly in response to existing site limitations that cannot be eliminated; or (c) Ensure that the pattern and form of proposed development is compatible with existing or planned Development Context in the Planning Area determined under 15.C.07(F) and to Transition Zone standards in 15.C.04(E); or (d) Allow for greater energy efficiency, use of alternative energy, green building design, or otherwise furthering of the South Burlington City Council’s Resolution on Climate Change dated August 7, 2017. (3) Context shall be determined by the existing or planned Development Context in the Planning Area under Section 15.C.07(F) and (G). Within a General PUD, 15.C.07A describes limitations on the Board’s authority to modify standards: 15.C.07A. Authority and Limitations. (1) The Development Review Board (DRB) has the authority under 24 VSA § 4417 to review, to approve, to approve with modifications and conditions, or to disapprove an application for a Planned Unit Development (PUD), as further described in Section 15.C.01. (2) Limitations on DRB authority under 14.04(A)(3)(b) apply. (3) In addition, in no case shall the DRB vary: (a) Density restrictions and/or allow an increase in overall density except as authorized via use of Transferrable Development Rights or via Inclusionary Zoning. (b) Requirements of the Urban Design Overlay District and Transit Overlay District, as applicable. (c) Applicable lot coverage and/or building coverage maximums allowed within each zoning district, as measured across the PUD as a whole, except as authorized via use of Transferrable Development Rights. (d) Environmental Protection Standards under Article 12, except as authorized within that Article. Parking and building location requirements in Section 14.06(A)(2), except as authorized within that Section. 15.C.04(C) provides additional information pertaining to modification of standards via a separate tool, alternative compliance: 15.C.04(C)(3) Alternative Compliance. One or more PUD dimensional and design standards under this Article may be modified at applicant request for an alternative form of compliance, subject to separate DRB review and approval, to provide the flexibility necessary to address unique site conditions or constraints; to enable compatibility with existing or planned development in the vicinity; or to allow for exceptional and innovative design. Note that alternative compliance does not constitute an exemption from a PUD standard. Allowed modifications include proposed functional or design alternatives that may be considered in place of a specific requirement under this Article, only if the intent of the requirement is met or exceeded. In approving a request for alternative compliance, the DRB must find that the proposed alternative: #SD-23-05 5 (a) Conforms to the intent, description, and defining characteristics of the selected PUD type(s); (b) Achieves the intent of the PUD standard to be modified; (c) Results in development that is equivalent or demonstrably superior in function, design, and quality to that required under the standard to be modified; and (d) Does not adversely impact properties, uses or facilities within, adjacent to, or in the vicinity of the planned development (e.g., regarding walkability, traffic, parking, drainage). The DRB in approving an alternative form of compliance may attach conditions as necessary to ensure compliance, or to mitigate any adverse impacts resulting from a proposed alternative. This option is separate from the authority granted for standards of the underlying zoning district to be modified in a PUD; it has greater applicability (to include design standards in addition to dimensional standards) and established as an opportunity to demonstrate how a different standard can better meet the intent of the Regulations. Staff calls the Board’s attention to the underlined section (c) above, which describes additional requirements for the Board to modify a standard. Modified standards must result in development that is equivalent or demonstrably superior in function, design, and quality to that required under the standard to be modified. The Board may require additional conditions to mitigate adverse impacts resulting from a proposed alternative. In summary, under the current LDR, the Board must only grant a modification for cause, and the modification must result in better compliance with the objectives of the LDR. B) ZONING DISTRICT AND DIMENSIONAL REQUIREMENTS 5.01A Commercial 1 – C1 Zoning District Purpose. A Commercial 1 District is hereby formed in order to encourage the location of higher-intensity 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. 15.C.07B General PUD Description, Purpose, and Characteristics. A General PUD is a type of planned development that allows for relief from the strict dimensional standards for individual lots in order to encourage innovation in design and layout and efficient use of land consistent with the Comprehensive Plan. Defining characteristics of a General PUD include well- planned, -sited, and -designed development projects that: • Conform to the goals in the City of South Burlington Comprehensive Plan and South Burlington City Council’s Resolution on Climate Change dated August 7, 2017. • Support and enable affordable housing development. • Contribute to the City’s economic vitality, in response to changing markets and consumer demand, by providing needed housing, goods, services, and employment opportunities. • Redevelop underperforming properties and commercial strips (retrofits), contaminated sites (brownfields), and large expanses of parking (gray fields) into more compact forms of walkable, pedestrian-oriented, mixed-use development. • Extend or re-establish existing street, sidewalk, and recreation path connections. #SD-23-05 6 • Incorporate a density of development that supports walkable residential, mixed use, and transit-oriented development, compatible in design with the surrounding area. • Improve the physical appearance, walkability, and amount of civic and green space within existing residential neighborhoods, commercial centers, and commercial strip development. • Introduce missing or complementary uses, facilities, services, amenities, or civic space intended to serve the immediate and surrounding area. • Foster context-sensitive transitions among and between neighborhoods, commercial areas, mixed use areas, civic spaces, and natural resource areas. Staff has included these purpose statements for the underlying district and the General PUD as they inform the Board’s objectives in evaluating this proposed Planned Unit Development. Dimensional Requirements Commercial 1-R15 Zoning District Required Proposed Lot 1 Proposed Lot 2 Proposed Lot 3 Proposed Overall @ Min. Lot Size 40,000 sq. ft. 8,054 sq. ft. 6,287 sq. ft. 46,359 sq. ft. 60,700 sq. ft @ Max. Building Coverage 40 % 41.6% 51.5% 22.9% 28.4% @ Max. Overall Coverage 70 % 63.2% 77.6% 76.1% 73.8% @ Min. Front Setback, Urban Design Overlay 20 ft. 10 ft. 13 ft. 73 ft. N/A @ Min. Side Setback 10 ft. 7.4 ft. 9.9 ft. 10.7 ft N/A @ Min. Rear Setback 30 ft. N/A 10 ft. N/A N/A @ Max. Front Setback Coverage, Shelburne Road 30% 48.4% 35.6% 45.5% 40.3% @ Max. Front Setback Coverage, Swift St 30% 21.8% N/A 65.8% 53.1% @ Max. Height 5 stories max, Appearance of 2 stories min 1 story 2 stories 3 stories N/A √ Zoning Compliance @ Modification or Waiver Requested Lot Size The applicant has requested modification of minimum lot size from 40,000 sf to less than 6,300 sf. This is to allow the creation of three buildings, two of which are proposed to be under 6,000 sf, on what would otherwise be required to be developed as a single lot with a single principal structure. While Staff does not have concerns about the reduction in lot size specifically, Staff recommends the Board hold the project to the standard of creating a relatively large cohesive site rather than three distinct sites, and take the district lot size into consideration when reviewing the height modification request below. #SD-23-05 7 Height As indicated at sketch, buildings within the Urban Design Overlay secondary node are required to have the appearance of at least two stories. All three buildings are located within the urban design overlay, and therefore must have the appearance of at least two stories. The applicant has provided a one-story building on Lot 1, the building most proximate to the intersection of Shelburne Road & Swift Street, which does not meet the requirement. The applicant has not addressed this deficiency in their cover letter but has previously referred to the exception in 10.05D(3) which states “buildings with a GFA of less than 6,000 SF may be one story.” Staff assumes the applicant wishes to make the case that this exception applies. Staff reminds the Board that the minimum lot size in the zoning district, and indeed in all of the Urban Design Overlay, is 40,000 sf. It can therefore be inferred that this exception is to accommodate existing small lots. It is not intended as a loophole that would allow projects to avoid the required height minimum by requesting modification of the minimum lot size. If the applicant were not requesting a modification to reduce the minimum lot size by approximately 80% of the required minimum lot size, a larger building would be necessary to make economic sense, for which no exception to the required appearance of two stories exists. Staff further points to the purpose statements for the General PUD and notes that the applicant has elected to apply as a PUD principally in order to enable the construction of three separate buildings on separate lots that are each below the minimum lot size. Staff has reviewed standard “Chase Bank” installations around the country and it appears no effort has been made to create a two story appearance; the building has the exact same roofline as their standard model, with the only façade difference being a slight modification to provide required minimum glazing. 1. Original Comment: Staff recommends the Board clearly and unequivocally direct the applicant to amend the plans to provide the appearance of two stories for the building on Lot 1. If the applicant is unwilling to provide such amendment, Staff considers the Board may wish to enter into deliberative session prior to review of the remaining staff comments to determine how to proceed. Update for 3/21/23: The Board directed the applicant to provide the appearance of two stories for at least one of the “segments” of the proposed building on Lot 1. The applicant has agreed to do so but has requested the Board complete review of the remaining applicable criteria prior to revising the plans. Staff considers no further discussion to be required at this time. Other Modifications: Staff recommends the Board consider the remaining modification requests in total as well as individually. Building Coverage The applicant has requested a waiver of maximum building coverage for two lots, though taken together, the building coverage for the PUD would be below the building coverage for the district. Staff has no concerns with this request given the overall site layout appears to be consistent with the feedback provided by the Board at sketch. Lot Coverage The applicant has proposed to increase lot coverage above the maximum allowable in the zoning district through the use of additional on-site open/civic space in 10.05E. This is analyzed under Urban Design Overlay below. Front Setback and Front Setback Coverage on Shelburne Road The applicant has proposed reduced front setbacks and increased setback coverage compared to the standards of the zoning district. Because the property is located within the urban design overlay (UDO), #SD-23-05 8 front setbacks are 20-ft instead of the standard 30-ft for the C1-R15 zoning district, though the applicant is proposing front setbacks as small as 10 feet. In addition, the non-building front setback coverage is proposed to exceed the allowable of 30% by as much as double, though it is unclear whether this was computed correctly based on visual examination of the plans. Non-building coverage within the required front setbacks consists largely of walkways and retaining walls. Though it is the intention of the UDO to create a strong street presence, Shelburne Road is an important regional connector and is unlikely to ever become the type of pedestrian-centric streetscape such as is contemplated for City Center with front setbacks from zero to 12 feet. In this location there is also a possibility of the Shelburne Road sidewalk being converted to a recreation path, or the number of drive lanes being increased, which would be prevented if the requested setback were granted. Finally, Staff notes it appears the site layout requires at least six steps between Shelburne Road and the proposed buildings on Lots 1 and 2, and retaining walls at least 2 feet high. Staff recommends the Board consider this proposed change in grade as a factor in determining whether to grant the requested front setback modification for Lots 1 and 2. The Board may choose to ask the applicant for a rendering of the proposed site from Shelburne Road, taking the retaining walls and building facades into consideration. 2. Original Comment: Staff recommends the Board ask the applicant how the proposed modification results in better compliance with the LDR, specifically how it results in a project that is equivalent or demonstrably superior in function, design, and quality to that required under the standard to be modified or more efficient, compact, walkable, and well-planned than the project would be if it were to fully comply with the dimensional standards. If the applicant does not make a sufficient case, Staff recommends the board require the applicant to comply with the required 20-ft front setback for the reasons described in the above two paragraphs. Update for 3/21/23: The Board felt the reduced front setback would result in a project which better meets the applicable standards and indicated their intention to approve the requested reduction for the currently proposed configuration. Staff considers no further discussion to be necessary. Side and Rear Setbacks The applicant has proposed Lots 1 and 2 to have side setbacks slightly less than the required minimum of 10 ft, and Lot 2 to have a rear setback significantly less than the required minimum of 30 ft. Staff considers the side and rear setback modifications to be relatively unimportant since the property lines are relatively arbitrary and are not located to coincide with a site feature. 10.05 Urban Design Overlay District (UDO) A. Purpose. It is the purpose of the Urban Design Overlay District to recognize the impact of simple design principles and to reflect a design aesthetic that fosters accessibility and creates civic pride in the City’s most traveled areas and gateways, while furthering the stated goals of the City’s Comprehensive Plan. The Urban Design Overlay District aids in fulfilling the City’s vision to enable infill and conversion development, encourage pedestrian movement, serve local and regional shopping and employment needs, and make use of existing public transportation. The City intends for the applicable areas to provide safe and inviting access to adjacent neighborhoods. The Urban Design Overlay District is located exclusively along Shelburne and Williston Roads. C. Boundaries & Applicability. (1) Nodes. These regulations recognize that some areas of a corridor serve or will serve as important connections, gateways, or areas of activity. As such, a more urban form is desired and, where noted, #SD-23-05 9 required and permitted. Site design and buildings within designated nodes shall provide a welcoming and safe street presence for all users. Nodes are listed as ‘primary’ and ‘secondary’, and are mapped and regulated accordingly. The project is located within a secondary node. D. Standards. Except where noted herein, the dimensional standards, use, and other standards of the underlying Zoning District shall still apply. (1) Entries. Buildings on subject properties must have at least one entry facing the primary road in the corridor. Any such entry shall: All three buildings are proposed to have an entry facing the street. (a) Be an operable entrance, as defined in these Regulations. An operable entrance is defined as one which is useable and open to the tenants / owners for entry and exit. Staff recommends the Board include a condition requiring entrances be operated in a manner consistent with this definition. (b) Serve, architecturally, as a 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 for all three buildings. (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. 3. This criterion is not met on Lot 3 for the multi-family building. The primary road for this building is Swift Street and only a 5-ft sidewalk has been provided. Staff recommends the Board require the applicant to modify the plans to meet this criterion. (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% of glazing shall be transparent. 4. Original Comment: No statement has been made as to whether glazing is proposed to be transparent. For the financial institution proposed on Lot 1, this criterion will apply to the second story glazing as well once added. Staff recommends the Board ask the applicant to clarify how much glazing will be transparent. If it is less than 100%, Staff recommends the Board include a condition requiring demonstration of glazing transparency prior to issuance of a zoning permit. Update for 3/21/2023: The applicant has provided updated plans that indicate this criterion will be met for the buildings on Lots 2 and 3. No demonstration of how this criterion is met has been provided. Staff recommends the Board require demonstration of how this criterion will be met for the buildings on Lots 2 and 3 prior to issuance of a zoning permit for construction. In addition, Staff recommends the Board require the applicant to clarify how much glazing will be transparent for the building on Lot 1. #SD-23-05 10 (b) In non-residential uses, first story glazing shall have a minimum height of 7 vertical feet. 5. Original Comment: It does not appear this criterion is met for the proposed multi-use building on Lot 2. Staff recommends the Board require the applicant to revise the plans to meet this criterion. Update for 3/21/2023: The applicant has provided revised plans meeting this criterion. Staff considers no further discussion to be necessary. (c) For residential uses, first story glazing shall have a minimum height of 5 vertical feet. 6. Original Comment: It does not appear this criterion is met for the proposed multi-family building on Lot 3. Staff recommends the Board require the applicant to revise the plans to meet this criterion. Update for 3/21/2023: The applicant has provided revised plans meeting this criterion. Staff considers no further discussion to be necessary. (3) Dimensional Standards Height Minimum (Maximums per underlying zoning district) Glazing Features Setback from ROW Designated Primary Node 2 stories First stories: minimum of 60% glazing across the width of the building facade on primary street; 40% minimum glazing across width of the façade facing the secondary street. Must have significant architectural feature at corner of corner building. Minimum 20 feet Designated Secondary Node Appearance of two stories. Buildings with a GFA of less than 6,000 SF may be one story. First stories shall have a minimum of 60% glazing across the width of the building facade on primary street; 40% minimum glazing across width of the façade facing the secondary street. Must have significant architectural feature at corner of corner building. Minimum 20 feet All other properties No height minimums First stories shall have a minimum of 40% glazing across the width of the building facade Minimum 20 feet This property, and the street facing facades of all three buildings, are located within a secondary node. Height and setbacks are discussed above. 7. Original Comment: It appears the buildings on Lots 2 and 3 may not meet the minimum glazing width on the primary façade. Staff recommends the Board require the applicant to provide computations demonstrating these criteria are met for all three buildings. Update for 3/21/2023: The applicant has provided revised plans meeting this criterion. Staff considers no further discussion to be necessary. (4) Building Stories, Heights, and Rooftop Apparatus. #SD-23-05 11 (a) Minimum stories of buildings within the Urban Design Overlay District are defined as per Article 2- Definitions and Section 8.06(F)(1) of these Regulations. (b) Section 8.06(G) of these regulations shall apply to rooftop elements of buildings within the Urban Design Overlay District. 8. Original Comment: Rooftop elements are not shown on the provided building elevations. Staff recommends the Board confirm that rooftop elements are not proposed. Rooftop elements include but are not limited to elevator shafts, architectural features, or rooftop mechanical equipment. Update for 4/4/2023: The applicant has provided revised plans indicating that the buildings are proposed to have rooftop mechanical equipment. The applicant has testified that the equipment shall be arranged so as to minimize visibility from any point at or below the roof level of the subject structures and screened with materials that are consistent with the materials of the building. Staff recommends the Board require demonstration of how this criterion will be met prior to issuance of a zoning permit for construction. (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. This criterion refers to lots that are adjacent to residential zoning districts and 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. This criterion applies to the building on Lot 3. It does not appear this criterion has been met. Staff recommends the Board discuss what it means to meet this criterion for a lot within a PUD. The area between the building and the street is proposed to include a driveway, a drop-off area, an entry plaza, and a drive-through ATM. Staff considers the proposed lot configuration will make this criterion difficult to meet. 9. Staff recommends the Board require the applicant to revise the plan to meet this criterion. E. Allowance for Increase Lot Coverage via supplemental On-Site Open/Civic Space or Transferable Development Rights. For parcels with land underlying the Urban Design Overlay District, the maximum lot coverage may be increased by up to ten (10) percentage points using one of the two methods described below. Such allowance shall apply only to the subject lot with land underlying the Urban Design Overlay District and not any adjacent lots and must be approved in conjunction with a site plan or Planned Unit Development for the subject lot. Example: For a lot in a zoning district where the maximum lot coverage as identified in Appendix C is 70%, the maximum lot coverage for said lot may be increased to 80%. The applicant is proposing a total lot coverage within the PUD of 73.8%, 3.8% over the maximum allowable. They are proposing to add additional on-site open/civic space using this allowance. (1) On-Site Open/Civic Space Option. The applicant shall demonstrate compliance with each of the following standards as part of any proposal to increase lot coverage under this subsection: #SD-23-05 12 (a) For each additional increment of lot coverage, an area on the site equal to thirty (30) percent of said increment shall be designated on the site plan for the subject parcel as one or more Snippets/Parklets and/or Pocket/Mini-Parks as enumerated in Article 11.B; The additional lot coverage is equal to 2,307 sq. ft. Therefore, the applicant must provide 692 additional sq. ft. of open space in a snippet/parklet or pocket/mini-park than is otherwise required in 14.06C. (b) The selected Open/Civic Space type(s) must comply with all requirements and guidelines for the applicable type in Article 11.B; (c) All elements of the applicable Open/Civic Space type shall be constructed prior to the issuance of a certificate of occupancy; (d) Where elements of such Open/Civic Space type are pre-existing, they may be used to qualify under this section; and, (e) Impervious areas within an approved Open/Civic Space shall not be considered lot coverage for the purposes of these Regulations. The applicant is proposing to create additional space in the snippet/parklet open space type, evaluated below under 14.06C. Phasing The applicant has not proposed any phasing. Unless a phasing plan is proposed and approved, all three lots must obtain a zoning permit concurrently, and the entire development program must be complete prior to occupancy of any of the proposed buildings. Residential Density and 18.01 Inclusionary Zoning Within the C1-R15, the base residential density is 2,900 sf per unit, or 20.9 units for the three lots totaling 60,700 sf. For developments involving 12 rental units or more, 15% of all units must be Inclusionary Units. For each Inclusionary Rental Unit, the applicant is entitled to one additional market rate unit above the base density. For a development of 20 units, 3 units are required to be inclusionary, and the associated offsets allow construction of 3 additional market rate units, for a total of 23 total units. The applicant may also provide additional inclusionary units in order to achieve a total density of 1.5 times the base density, or 31 units, with one bonus market rate units granted for each inclusionary unit provided. 18.01B. Applicability (2) Covered Development. (a) Except as otherwise provided in this bylaw, the provisions of this section shall apply in the locations defined in Subsection (B)(1) (Applicability – Zoning Districts and Locations) to any development, notwithstanding any phasing of the development, that will result in the creation of twelve (12) or more total dwelling units through subdivision, Planned Unit Development, new construction, or the conversion of an existing structure or structures from non-residential to residential use. The proposed project will result in 30 new dwelling units. The project is therefore subject to the Inclusionary Zoning minimum requirements. #SD-23-05 13 C. Inclusionary Units (1) For covered development, at least fifteen percent (15%) of the total dwelling units offered for rent. Inclusionary Rental Units and at least ten percent (10%) of the total dwelling units offered for sale, including units offered for sale in fee simple, shared, condominium or cooperative ownership, shall be Inclusionary Ownership Units. Prior to or upon request for the Certificate of Occupancy the applicant shall notify the City whether the units will be Inclusionary Rental Units or Inclusionary Ownership Units so that the City, or its designee, may confirm that the offered rents or sales prices meet these requirements prior to issuance of the Certificate of Occupancy. In addition: The applicant is proposing to construct 30 rental units consisting of 1 one-bedroom unit and 29 two- bedroom units. As noted above, the base residential density for the C1-R15 zoning district allows for the construction of 20 units, given the acreage of the property in question. Of those 20 units, 15% must be inclusionary rental units, so 3 inclusionary rental units are required. The applicant therefore is permitted to construct 17 market-rate and 3 inclusionary rental units as per this section. Offsets and bonus provisions are discussed below. (2) Inclusionary units required under this section shall be: (a) Constructed on site, unless off-site construction is approved under Section 18.01(E)(1)(b) (Off-Site Construction). The units are proposed to be provided in the building containing 27 units. (b) Integrated into the overall project layout and similar in architectural style and outward appearance to market rate units in the proposed development. All 5 inclusionary units will be built as part of the same phase and in the same building as 21 market rate units. Three market rate units will be built in a separate building. (iv) Inclusionary units may differ from market rate units with regard to both interior amenities and amount of Habitable Area. However, the minimum Habitable Area of inclusionary units shall be 450 square feet for studios, 650 square feet for 1-bedroom units, 900 square feet for 2-bedroom units and 1,200 square feet for three (3) or more bedrooms. If the average (mean) area of the Habitable Area of the market rate units is less than the minimum area required for the Habitable Area of inclusionary units, then the Habitable Area of the inclusionary units shall be no less than 90% of the average (mean) Habitable Area of the market rate units. The applicant has proposed the following unit mix. 15 Two Bedroom Market Rate Units 997 sf 7 Two Bedroom Market Rate Units 992 sf 2 Two Bedroom Market Rate Unit 966 sf 5 Two Bedroom Inclusionary Units 907 sf 1 One Bedroom Market Rate Unit 820 sf Minimum habitable area has been provided. #SD-23-05 14 Market rate units have two bathrooms and an in-unit washer/dryer, while inclusionary units have one bathroom and no washer/dryer. There is a laundry room within the building. (vii) The average (mean) number of bedrooms in the inclusionary units shall be no fewer than the average number of bedrooms in the market rate units. For projects involving 50 or more dwelling units, the applicant shall provide a revised estimate to the Administrative Officer at each interval of 50 dwelling units; the revised estimate shall account for the differences in estimates vs. actuals for the units permitted to date and shall apply to inclusionary units for which the Administrative Officer has not issued a zoning permit. This criterion is met. F. Offset for Fulfillment of Inclusionary Unit Requirements (2) To offset an applicant’s fulfillment of this Section’s inclusionary unit requirement is an allotment of one additional dwelling unit for each required Inclusionary Rental Unit that is constructed. As per 18.01.C(1) above, the applicant is allowed to construct 20 units (17 market rate and 3 inclusionary). However, 18.01.F(2) allows one additional dwelling unit for each required inclusionary rental unit constructed. Since the applicant is proposing to construct 3 inclusionary units, they may build 3 additional market rate units as an offset for fulfilling the requirements of 18.01.C(1), for a total of 23 units (20 market rate and 3 inclusionary). G. Density Bonuses for Exceeding Inclusionary Housing Requirements (2) When an applicant voluntarily includes, in the base zoning density unit-maximum for the development, more than the number of inclusionary units required under Section 18.01(C)(1), then upon the applicant’s request, the development shall receive, in addition to the offset units, a density bonus. The density bonus shall be one dwelling unit for each voluntary Inclusionary Rental Unit and two dwelling units for each voluntary Inclusionary Ownership Unit, up to a maximum density of 50% more than the base maximum density permitted in the zoning district. As per 18.01.F(2) above, the applicant is allowed to construct 23 units (20 market rate and 3 inclusionary). In addition, 18.01.G(2) allows a bonus of one additional dwelling unit for each voluntary inclusionary rental unit provided, up to a maximum density of 50% more than the base density. The base density for this property, given the acreage, is 20.9 units. 50% more than this base density is 31.05 units (rounded to 31). The applicant is therefore allowed to construct up to 8 bonus units given the maximum density identified in 18.01.G(2). Example (4) from this section clarifies how those bonus units are earned: Example (4): In a 40-unit rental housing development on a 10-acre plot in a R4 district, the developer is required to build six (6) inclusionary units. The developer shall receive an offset of six (6) market rate dwelling units, and the project now includes a total of 46 dwelling units. In order to receive approval for the maximum 50% density increase (which equates to a maximum of 14 additional units in this example since the offset units need to be accounted for), the developer includes an additional fourteen (14) inclusionary units in the base zoning density unit-maximum (40) for which the developer receives 14 bonus density units. In sum, the total project includes 60 units, 20 of which are inclusionary (33% of the units) and 40 of which are market rate (67% of the units). #SD-23-05 15 This example is a nearly perfect reflection of the situation at hand, in which the applicant is proposing to construct a rental housing development that is exactly half the size of the theoretical development cited in this example. A development of 30 units, as proposed by the applicant, is 7 units over the maximum of 23 units allowed by 18.01.C and 18.01.F. The applicant can receive approval to construct 7 additional units as market-rate units if they voluntarily include 7 inclusionary rental units in the base density of the project. This would result in revising the base 20 units to include 10 market rate, 7 voluntary inclusionary, and 3 required inclusionary. The applicant would then receive 3 offset market-rate units and 7 density bonus market-rate units, bringing the total number of units to 30 (20 market rate, or 67% of the units, and 10 inclusionary, or 33% of the units). 10. Update for 4/4/2023: The applicant had initially proposed the construction of 6 inclusionary rental units, and previous versions of these Staff Comments were prepared accordingly. Upon preliminary review of these standards, which indicated that the minimum number of required inclusionary rental units would be 5, the applicant revised their proposal to only include 5 inclusionary rental units. However, it appears that the minimum number of required inclusionary units for this 30- unit development is 10. As such, Staff recommends the Board require the applicant to come into compliance with the standards of Article 18 via any combination of the following compliance options: increasing the number of inclusionary rental units proposed to 10, decreasing the total number of units proposed to 25, or purchasing Transferrable Development Rights to increase density independently of the standards of this Article 18.01. I. Administration and Compliance (1) Application Requirements. In addition to other submission requirements applicable to proposed projects specified within this bylaw, applications under this section shall include the following information: a) A site or subdivision plan that identifies the number, locations, types, and sizes of inclusionary units in relation to market rate units; This information is summarized above. b) Documentation supporting the allocation of inclusionary and market rate units, including inclusionary unit set aside calculations; This information is summarized above. c) A description of each unit’s type, floor area, number of bedrooms, estimated housing costs, and other data necessary to determine unit affordability; The applicant has indicated that the maximum monthly rent will be limited to one twelfth of 30% of the targeted HUD Area Median Income (80%) corresponding to two unit bedrooms. Staff notes the total housing cost must be limited to this amount, meaning that rent must either be all- inclusive of utility costs, or must be less than the amount described by the applicant. d) A list of proposed options, if any, to be incorporated in the plan, as provided for under Subsection (E) (Developer Options) of this Article; No alternative compliance options are proposed to be used. e) Documentation regarding household income eligibility; #SD-23-05 16 11. Staff appreciates that this cannot fully be provided prior to occupancy due to VHFA income limits being updated annually, but recommends the Board require the applicant to provide written testimony on the current required cost of inclusionary units and income limits prior to closing the hearing in order to establish an expectation and address this criterion. f) Information regarding the long-term management of inclusionary units, including the responsible party or parties, as required to ensure continued affordability; 12. This information has not been provided. Staff recommends the Board require the applicant to provide this information prior to closing the hearing. g) Draft legal documents required under this section to ensure continued affordability; 13. This information has not been provided. Staff recommends the Board require the applicant to provide this information prior to closing the hearing. h) Construction timeline for both inclusionary and market rate units; and 14. No phasing is provided, therefore Staff considers the applicant must complete the entire project as shown on the plans prior to issuance of a certificate of occupancy for any building. i) Other information as requested by the Administrative Officer to determine project compliance with inclusionary zoning requirements. Staff considers no additional information beyond that described above to be required to determine project compliance with inclusionary zoning requirements. C) PLANNED UNIT DEVELOPMENT 15.C.03 Planned Unit Development Review All PUDs are subject to master plan review unless the DRB waives the requirement. The Board may waive this requirement for a PUD of less than four acres to be developed in a single phase of no more than three years. The Board discussed this at the sketch plan stage of review. Staff recommends the Board include a specific finding that master plan is waived for this application. 15.C.04 PUD Standards Applicable to All PUD Types A. Conformance with the Comprehensive Plan. The proposed PUD must conform to the City’s Comprehensive Plan in effect at the time of application. Conformance with the plan in this context means that the proposed PUD must: (1) Advance any clearly stated plan policies and objectives specific to the type and location of the proposed development; The property is located in the southwest quadrant as defined in the Comprehensive Plan. Policies and objectives specific to this location include safe and inviting access to Shelburne Road from Adjacent Neighborhoods and promotion of higher density mixed use development along Shelburne Road. Objective 54 of the 2016 Comprehensive Plan states: “Promote higher-density, mixed use development and redevelopment along Shelburne Road and foster effective transitions to adjacent residential areas." Staff considers this specific objective to be met. Access is discussed below under site plan review standards. Density is discussed above under #SD-23-05 17 dimensional standards. (2) Incorporate preferred settlement patterns, including future land uses, densities and intensities of development referenced in the land use plan, as implemented through planned unit development provisions specific to each PUD type. Planned land use is medium to higher intensity mixed use development. (3) Incorporate, as applicable, planned facilities, services and infrastructure identified in the utilities and facilities plan, as implemented under the City’s adopted Capital Improvement Program (CIP) and Official Map. Planned facilities include the existing recreation path along Swift Street. Compatibility with that recreation path is discussed below. B. Conformance with the Master Plan. Each phase of a PUD developed in one or more phases must conform to the PUD Master Plan, as approved or amended by the DRB under Article 15.B, including the approved development plan, phasing schedule, buildout budget, management plan, and any associated development agreements or conditions of master plan approval. As discussed above, Staff considers the Board should formally conclude master plan to be not required. C. Compliance with Regulations. This standard is excerpted under Board Authority above as 15.C.04(C). Staff reminds the Board that in order to grant modification of a standard, the Board must find the development is equivalent or demonstrably superior in function, design, and quality to that required under the standard to be modified. D. Development Density. (1) Intent. A Planned Unit Development is intended to accommodate within a designated Development Area typically higher effective densities of development than the underlying zoning district may allow, as necessary to accommodate: (a) The clustering of development to conserve resources identified for protection; (b) A more efficient and cost-effective use of land, facilities, services, and infrastructure; (c) Densities that support a walkable, pedestrian-oriented pattern of development; or (d) Transit-supportive densities of development along existing and planned transit routes. Staff considers this criteria to be largely designed to apply to larger PUDs and not applicable here. (2) Within a PUD, the overall density and intensity of development shall be determined based on the total Buildable Area included within designated Development Areas, as shown on the PUD Master Plan; and land use allocations, PUD density and dimensional standards, and allowed building types and standards as specified by PUD type. Buildable area, land use allocations, and building types are not relevant concepts for General PUD types. Dimensional standards are discussed above. (3) Buildable Area. As there are no identified natural resource constraints and no proposed public rights-of-way on the property, the buildable area is equal to the total land area. (4) Land Use Allocations. Not applicable. (5) Minimum (Base) Density. (6) Nonresidential Base Density. #SD-23-05 18 (7) Maximum Development Density. Minimum and maximum density are not applicable concepts for General PUD types; requirements of the underlying districts apply. E. Transition Zone. A PUD may also incorporate one or more transition zones along PUD or property boundaries, as indicated on the PUD Master Plan and delineated on preliminary and final subdivision plans, to include the minimum land area necessary to either extend and integrate compatible, complementary forms of planned development, or to separate and buffer conflicting, incompatible forms of planned development, in relation to existing and planned development in the vicinity of the PUD. The applicant has provided the required context analysis which should be used to evaluate compliance with this criterion. This is three pages long and is included in the packet for the Board. (a) The “Transition Area” for purposes of analysis, must at minimum incorporate the prevalent pattern of development directly adjacent to and within the vicinity of the PUD, including the relative layout, type and density of existing and planned development (e.g., street, block and lot configurations, building placement and height); existing and planned transportation and infrastructure connections; traffic patterns; public facilities and services; and civic space, resource land and other designated open space areas located within one-quarter to one-half mile of PUD boundaries, depending on the development context. The applicant describes the prevalent development pattern by quadrant, with the residential neighborhoods to the south east having ¼ to 1/3 acre lots with 25 – 30 ft setbacks, Swift Street having lots in the 0.5 to 1.5 acre range with 20 – 30 ft setbacks, and the commercial lots on Shelburne Road being varied in size with generally larger setbacks of 80 ft or greater. Building heights in the project vicinity vary from single story to two story, with some newer buildings on Swift Street from three to four stories tall. (b) Acceptable design techniques and modifications applied within a Transition Zone, subject to DRB review and approval, include but may not be limited to: (i) Avoiding incompatible land uses along PUD boundaries, for example by ensuring that similar, or compatible, complementary uses are located on facing blocks or lots, and incompatible uses abut rear lot lines or are otherwise separated by buffers or open space. (ii) Using existing natural features, such as changes in topography, waterways, or tree stands to visually screen or functionally separate different forms and intensities of development. (iii) Modifying street and block dimensions and standards as necessary to connect with or to extend adjoining street, block, and path networks. (iv) Using streets and streetscape elements to visually define transitions and to functionally integrate or separate different forms and intensities of development. (v) Matching the relative density or intensity of adjoining development along PUD boundaries by adjusting or averaging lot dimensions (frontage, depth); building orientation and spacing (front, side setbacks); or building height (step downs, upper floor step backs) within the transition zone. #SD-23-05 19 (vi) Introducing and designing civic or other open space areas (e.g., greenbelts, parks, greens, squares, or plazas) to visually define transition areas, and to functionally integrate or separate different forms and intensities of development. (vii) Incorporating greenbelts or vegetative buffers and screening of sufficient width and density to visually and functionally separate incompatible forms and intensities of development. Staff considers the scale of the proposed development to largely compliment the adjoining area, and considers no reservation of land for transitions to be necessary. Discussion of required cross-lot connections is included under LDR 13.02F below. F. Allowed Uses. Allowed uses within a PUD, unless otherwise expressly allowed or prohibited by PUD type, include any use listed in Appendix C as a permitted or conditional use in the underlying zoning district(s) that can be accommodated within, or in association with, designated land use allocations and allowed building types. The proposed uses are allowed. (1) Conditional uses allowed within the underlying zoning district shall be considered permitted uses within a PUD. Separate conditional use review and approval shall not be required. Not applicable. (2) Given the emphasis on compact, walkable forms of residential and mixed use development within a PUD, auto-oriented uses, building types, and facilities, including uses that require expansive onsite parking, are generally precluded from locating within a PUD, unless specifically designed to emphasize a pedestrian scale and orientation of development fronting on and accessed from the adjacent street, for example by locating shared parking facilities to the rear of the building, as accessed from a side street. New drive-through facilities are prohibited from locating within a PUD. Shared parking is provided, and as discussed above under Urban Design Overlay, the project broadly emphasizes a pedestrian scale and orientation. However, the project does include a drive through facility. A drive through facility is defined as follows. Drive-through. An establishment or structure which by design, physical facilities, service, or by packaging procedures encourages or permits customers to receive services, goods, or be entertained while remaining in their vehicles. A drive through shall include all components thereof, including any outdoor menu boards, order windows or service windows. 15. Original Comment: Staff considers the proposed drive-through ATM to be prohibited. However, a walk-up ATM would be permitted. Staff recommends the Board require the applicant to reconfigure the site to remove the drive-through, though they may modify the site to include an ATM that clearly cannot be accessed from a vehicle. Update for 3/21/2023: The Board on 3/7 clearly and unequivocally indicated that the proposed ATM is a drive-through and therefore prohibited. The applicant has agreed to remove the drive- through but has requested the Board complete review of the remaining applicable criteria prior to revising the plans. Staff considers no further discussion to be required at this time. G. PUD Dimensional Standards. PUD dimensional standards, where applicable by PUD type, define a range of block, lot, and building height dimensions which are intended to provide, within defined parameters, some flexibility in the overall pattern of development specific to each type. Where PUD standards vary from associated building type standards, the upper and lower PUD dimensional limits (maximum and minimum) limits shall apply. #SD-23-05 20 Dimensional standards for a General PUD are those of the underlying zoning district. As described above, within a General PUD, the Board may modify dimensional standards as necessary to ensure the proposed development is compatible with the Development Context and to better advance the purposes of the underlying zoning district and/or the goals of the Comprehensive Plan. H. Street, Building, and Civic Space Types. Not applicable in General PUDs. I. Solar Siting Preferences. Applicants are encouraged to incorporate renewable energy facilities, and in particular roof- or ground-mounted solar energy facilities that are compatible with PUD layout and design, as specified by PUD type. Any areas reserved for ground mounted solar installations serving the development must be indicated on the PUD Master Plan and depicted on preliminary and final subdivision plans. Renewable energy standards are described in LDR 3.18 and include the requirement for solar-ready roof design in accordance with the Vermont Residential Building Energy Standards (RBES) and Vermont Commercial Energy Standards (CBES). 3.18C(1)New commercial buildings subject to this Section for which a complete application is submitted following the date these Regulations become effective, shall be required to meet the standards of Appendix CA: – Solar-Ready Zone of the Commercial Building Energy Standards as prepared and revised by the Vermont Public Service Department. 16. Staff recommends the Board require the applicant to demonstrate how the standards of Appendix CA will be met prior to closing the hearing. This information is typically provided by the project architect. J. PUD Design Standards. A proposed PUD must also incorporate and comply with design standards specific to that PUD type, except as allowed in association with a form of Alternate Compliance approved by the DRB under 15.C.04(C). General PUD standards are discussed immediately below. 15.C.07 General PUD G. General PUD Dimensional Standards. General PUD dimensional standards are the underlying subdivision, site plan, zoning district, and applicable overlay district standards. This section of the LDR pertains to the DRB’s authority for modification of zoning district standards, and is excerpted at the beginning of this document under DRB authority. H. Development Density. (1) Development Density regulations and definitions included in Section 15.C.04(D) shall apply to General PUDs. (2) Development density within a General PUD is determined by maximum development density in the underlying zoning district, except as follows. (a) Density can be re-allocated within the PUD area within single zoning districts; (b) Additional density may be achieved through either or both Inclusionary Zoning and application of Transferrable Development Rights where specifically authorized by and as regulated by Section 18.01 or Article 19. Compliance with allowable density has already been discussed under 18.01 Inclusionary Zoning above. #SD-23-05 21 I. General PUD Design Standards (1) Design Standards, Generally. The design for a General PUD shall comply with existing Site Plan, Subdivision, and Overlay District regulations and standards, but may allow for variations from applicable regulations that respond to and incorporate the development context within the Planning Area and under the specific circumstances listed in Section 15C.09(G)(4). Staff considers no additional discussion of this criterion to be necessary. (2) Streets. Not applicable (3) Parking. Parking design and building location requirements applicable in all underlying zones and districts apply to General PUDs, including all requirements in Section 14.06(A)(2). Parking design and location is discussed under 14.06A(2) below. (4) Buildings. Buildings and associated building lots within a General PUD must be compatible with the development context in the Planning Area as described under Section 15.C.07(F) and (G). Buildings, and their compatibility with the context analysis, are discussed under 14.06B below. (5) Civic Spaces and Site Amenities. Civic Spaces and/or Site Amenities must be compatible with the existing or planned development context. General PUDs must comply with applicable Civic Space and/or Site Amenity requirements in Subdivision (Section 15.A.16(B)(4)) and Site Plan (Section 14.06(4)). Civic spaces are discussed under 14.06C below. (a) Section 15.A.16(C)(4) requirement for minimum 10% of the total buildable area to be civic space lots apply to General PUDs only for PUDs that involve subdivision of land resulting in three (3) or more lots, not including the resulting lots that only contain civic space(s). 15.A.16(C)(4) only applies to lots over two acres in size. This criterion is not applicable. (b) In a General PUD, Civic Spaces required under Subdivision Regulations (Section 15.A.16(C)(4)) and under Site Plan Regulations (Section 14.06(4)) can be satisfied by a combination of Civic Spaces, Site Amenities, or a combination, applied across the PUD area. (6) Housing Mix. In a General PUD with more than four (4) residential dwelling units, a mix of two or more dwelling unit types (as allowed within the applicable zoning district) must be provided as described by Section 15.A.17. Types of dwelling units are differentiated by either housing type under Article 11.C or, within multi-family structures with more than four (4) dwelling units, by number of bedrooms per unit. 15.A.17 is as follows. 15.A.17A. Mix of Dwelling Unit Types and Architectural Features. A mix of dwelling unit types (i.e. cottage, single family, two-family, small multi-family, townhouse, etc. etc.) and mix of architectural features and styles must be provided within neighborhoods and developments. These must be mixed within blocks, along the street and within neighborhoods rather than compartmentalized into sections of near-identical unit types. An applicant for a subdivision shall submit a plan demonstrating how this mix will be achieved for the Development Review Board’s consideration at the preliminary plat stage. Where a Planned Unit Development approved under Article 15C establishes standards for a mix of #SD-23-05 22 dwelling unit or building types, those standards shall supersede these herein. 17. The applicant has proposed 30 units, of which 29 are proposed to be two-bedroom and one is proposed to be one-bedroom. While the applicant has technically provided a mix, Staff recommends the Board require improved compliance with this criterion in exchange for the multiple requested modifications described herein by providing a greater assortment of unit types. D) SITE PLAN REVIEW 14.06 General Review Standards Except within the City Center Form Based Code District, the following general criteria and standards shall be used by the Development Review Board in reviewing applications for site plan approval. They are intended to provide a framework within which the designer of the site development is free to exercise creativity, invention, and innovation while improving the visual appearance of the City of South Burlington. The Development Review Board shall not specify or favor any particular architectural style or design or assist in the design of any of the buildings submitted for approval. The Development Review Board shall restrict itself to a reasonable, professional review, and, except as otherwise provided in the following subsections, the applicant shall retain full responsibility for design. A. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The DRB shall consider the following: (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. Staff notes that the setbacks along Shelburne Road are inconsistent with adjoining properties and inconsistent with planned development patterns (i.e., the 20-ft zoning district setback). Staff’s recommendations regarding front setbacks are under dimensional standards above. (b) Building Placement, Orientation. Maintain or establish a consistent orientation to the street and, where a prevalent pattern exists, shall continue the manner in which the site’s existing building foundations relate to the site’s topography and grade. Staff considers the building orientation and placement to be consistent with the planned pattern of development. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. As discussed above under 15.C.04 PUD Standards Applicable to All PUD Types, Staff considers the scale of the proposed development to largely compliment the adjoining area. (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. 18. Staff considers that pedestrian access could be improved to the multi-family building both from Swift Street as discussed above under Urban Design Overlay standards as well as from Shelburne Road. Staff recommends the Board direct the applicant to modify the plans to provide a more direct pedestrian route from Shelburne Road to the multi-family building. #SD-23-05 23 (e) Solar Gain. Orient their rooflines to maximize solar gain potential, to the extent possible within the context of the overall standards of these regulations. Buildings are proposed to have flat roofs, and must comply with Appendix CA of the Commercial Energy Code pertaining to solar ready roofs. Staff considers this requirement adequately addresses this consideration. (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. Staff considers this criterion met. (b) Not applicable (c) Parking area width. Surface parking areas and affiliated drive aisles located to the side of buildings shall not exceed the width of building(s), Civic Spaces, and Site Amenities along any street frontage. This may be calculated separately or cumulatively for corner lots. Parking approved pursuant to 14.07(B)(2)(b) shall be exempt from this subsection. Staff considers this criterion met. (d) Not applicable (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. Height is discussed above under dimensional standards. Staff considers that the proposed building scale is compatible with planned development, but a single large building would also be compatible. B. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. (2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. (3) To accomplish (1) and (2), the DRB shall consider: (a) Pattern and Rhythm. Update or maintain or extend the overall pattern of development defined by the planned or existing street grid, block configurations, position and orientation of principal buildings, prevalence of attached or detached building types. No streets are proposed. As described by the applicant, there is a mix of building types, though buildings are generally oriented to the street, a pattern of development continued by this proposed development. Staff considers this consideration to be addressed. (b) Architectural Features. Respond to recurring or representative architectural features that define neighborhood character, without adhering to a particular architectural style. If the same architectural style as is proposed for Lots 1 or 2 were proposed for a single building on the whole PUD, for instance, Staff would consider it to be incompatible, but Staff considers the proposed buildings to have an appropriate level of architectural detail for their scale and to be consistent with the neighborhood. #SD-23-05 24 (c) Privacy. Limit impacts and intrusions to privacy on adjoining properties, including side and back yard areas through context sensitive design. 19. Original Comment: Staff recommends the Board discuss whether they would like to see an improvement to the appearance of the east side of the multi-family building in consideration for future redevelopment of the adjoining site. Staff considers that façade to be devoid of architectural interest and insufficient room to be provided to provide significant screening. Update for 4/4/2023: The applicant has provided a revised east elevation dated 3/6/2023 that includes building bump outs and step backs as well as varied siding materials. Staff considers this to have added interest to the side of the building and recommends the Board consider whether this criterion is now met, keeping in mind there is insufficient room to provide significant screening. C. Site Amenity Requirement (3) The required area shall be: (a) For Non-Residential development, a minimum of 6% of non-residential building gross floor area. (b) For Residential development, determined by number of units as: (i) For fewer than 10 units, 100 square feet per unit; (ii) For 10 to 19 units, 85 square feet per unit; or (iii) For 20 or more units, 60 square feet per unit. The required site amenity is calculated as follows. 6,590 sf non-residential x 6% = 396 sf 27 units x 60 sf / unit = 1,620 sf 3 units x 100 sf / unit = 300 sf In addition, the proposed 2,307 sf lot coverage beyond the maximum allowable 70% requires an additional 692 sf of site amenity. Total required site amenity = 3,008 sf The applicant has proposed for the site amenities to be shared through the PUD. Site amenities are proposed to be along the west façade of the multifamily building (1,840 sf) between the building and the parking lot, along the north of the multifamily building (670 sf) and between the buildings on Lots 1 and 2 (890 sf). The latter site amenity is split between two lots. Site amenities are highlighted on the below screen shot, and total 3,400 sf. #SD-23-05 25 20. Staff recommends the Board confirm they are comfortable with the site amenity locations with respect to the amenities being considered on an overall PUD basis and with one amenity being split between two parcels. The site amenities are proposed to be of the type “snippet/parklet.” This type is a small sitting area clearly intended to provide a welcoming respite between or adjacent to buildings. It must be between 600 and 4,000 sf, directly adjacent to the public right of way or sidewalk or an operable building entry. Seating must be the main focus of the space, be present year-round, and be composed of high quality materials. Fixed seating is required. Landscaping is also a primary component of the space, and must be carefully landscaped in a higher proportion than larger spaces. Landscaping should not interfere with seating, but instead complement it. Spaces should appear warm and inviting and permanent rather than temporary. Staff considers the criteria met for all three spaces. With respect to the northern space, Staff considers the space itself to not meet the landscaping requirement, but that it is nested within a heavily landscaped area. 21. Compliance of this northern space with site amenity requirements should be reevaluated after the applicant modifies the plan to provide the required 8-ft pedestrian walkway to Swift Street. 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. #SD-23-05 26 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. At sketch, the Board discussed site layout as it pertains to access to the proposed underground parking lot, as well as circulation overall. The applicant presented two site configurations, neither of which are what ultimately was submitted for preliminary and final plat. The Board’s feedback at sketch emphasized that the project should not create an attractive cut-through between Shelburne Road and Swift Street. Staff considers the proposed configuration supports this objective by visually screening the connection from view of Shelburne Road. Staff also supports the location of the Swift Street driveway on the far east of the site. Staff notes the proposed Swift Street sidewalk is mis-aligned with the existing sidewalk on Swift Street and recommends the Board require the applicant to revise the design to align the sidewalk. The Director of Public Works and Director of Capital Projects reviewed the provided plans on 2/22/2023 and offers the following comments. 1. The Swift Street ROW is owned by the City of South Burlington. The applicant is reminded that they will need to obtain a ROW permit from the department of public works before completing any work in this ROW. 2. The Shelburne Road ROW is owned by the State of Vermont. The applicant is reminded that they will need to obtain a section 1111 permit from VTrans before completing any work in this ROW. 22. Original Comment: In fact, the Board cannot approve a plan for this property without a letter of intent from VTrans. Staff recommends the Board require the applicant to submit this information prior to closing the hearing. Update for 4/4/2023: The applicant has provided a copy of their correspondence with VTrans demonstrating that VTrans approves of the project concept, although they no longer issue formal letters of intent. As such, Staff considers no further discussion to be necessary. 3. I am concerned about the ATM queue backing up into Swift Street. What information is available related to the likelihood of this happening? What measures are being put in place to prevent this? As noted above, drive-throughs are prohibited in PUDs therefore this comment will become irrelevant. Even if an ATM were approved in the proposed location, it has available queue length for four cars, which Staff considers sufficient. 4. Please confirm that the City will have an easement for the sidewalk located on the north side of the property adjacent to the Swift St ROW. 5. Crosswalk striping and truncated domes are not necessary across private drives. The sidewalk should continue through the driveway and maintain it’s elevation. The grade of the new drive should be modified, as necessary, to meet the grade of the sidewalk. 6. Please provide more information on the crosswalk signal pole. It’s location appears to be in the middle of the sidewalk and it may need to get moved. 7. The DRB should include a condition that all EPSC measures be maintained and any soil tracked off site must be collected (swept up) at the end of each work day. 8. I may have missed it, but has a snow storage area been defined? #SD-23-05 27 9. The radii on the driveway entrances are very large. Can it be confirmed that they need to be this wide or if entrances and radii can be tightened? 10. Where truncated domes are needed (particularly crossing Swift St), please ensure that they are large enough and placed according to PROWAG standards (See sections R305.1.4 and 305.2) 23. Staff recommends the Board require the applicant to address comments 4 through 10 prior to closing the hearing. This criterion also references 15.A.15. Much of 15.A.14 pertains to the construction of streets, which are not applicable to this application. The applicable sections of 15.A.14 follow. 15.A.14 (D) Functional Capacity and Transit Oriented Development. The nearest signalized intersection or those intersections specified by the DRB shall have an overall level of service “D” or better, at the peak street hour, including the anticipated impact of the fully developed proposed PUD or subdivision. In addition, the level of service of each through movement on the major roadway shall have a level of service of “D” or better at full buildout. The provided traffic study concludes that the project reduces pm peak hour trips compared to existing by 4, from 124 trips to 120 trips. The allowable trip generation for the subject property, in the traffic overlay district zone 1 is limited to 15 trips per 40,000 sf, or the previously approved trip generation as long as the proposed project does not exceed the trips generated by the previous approval. For this 60,700 sq ft PUD, the allowable trip generation is limited to 22 trips if the previously approved trip generation is exceeded. The Deputy Director of Capital Project reviewed the Traffic Impact Assessment on 2/22/2023 and offers the following comments. 1. The background traffic growth factor was calculated to be -5.2% between 2016 and 2029 (page 2). It doesn’t seem reasonable that traffic would decrease more than 5% in the 13-year time frame). I did not calculate that growth rate when looking at the RedBook values and instead got a much smaller decrease (~2% decrease). If a conservative growth rate of 0% was used, what would the resulting LOS at the intersection be in the build conditions? a. I’m not necessarily concerned about the LOS, but would want to see a more conservative approach. 2. Were pedestrian calls on the intersection considered? I don’t see a pedestrian phase in the Synchro outputs. Even if the number of calls is small, it would be good practice to always include pedestrians in the analysis as ped volumes increase Citywide. 3. Please show the 95th percentile queues on all approaches during AM and PM Peak 24. Original Comment: Staff recommends the Board require the applicant to address the comments of the Deputy Director of Capital Projects prior to closing the hearing and to evaluate the impacts on the proposed trip generation, particularly in reference to the existing number of trips. If the project is not reducing trips, it will be required to provide mitigation for the proposed number of trips beyond the base allowance of 22 trips. Update for 4/4/2023: The applicant has testified that the existing PM peak hour VTEs is 124, and the proposed PM peak hour VTEs is 120. As such, Staff considers that the project is reducing trips and is therefore not required to provide mitigation. Staff continues to recommend the Board require the applicant to address the comments of the Deputy Director of Capital Projects prior to closing the hearing. #SD-23-05 28 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. Staff considers the provided lot configuration to be generally safe, though they call the Board’s attention to the parking spaces located within approximately 18 feet of the Shelburne Road sidewalk. There is insufficient space for a typical car entering the site to maneuver in or out of these spaces without being in the sidewalk. 25. Staff recommends the Board consider requiring the applicant to remove one parking space, which would allow a typical vehicle to fit between the parking spaces and the sidewalk. (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. Though the applicant has not proposed to align the Swift Street curb cut, Staff considers the proposed configuration to be better than an aligned one due to the queue length on Swift Street and considers this criterion met. (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. In addition to this criterion, 13.02F requires cross-lot connections between all commercial lots: “All commercial lots located adjacent to other commercial lots must provide a driveway connection to any adjacent commercial lot.” At sketch, the Board directed the applicant to provide cross-lot connections as required, but to design the connections so that they only encourage connections between lots and do not encourage cut-through traffic. The applicant has provided a cross-lot connection to the south, but not to the east. It appears the design of the property, with the multifamily building along the entire east property line, would preclude a viable cross lot connection to the east. Staff considers this criterion met. D. Transportation Demand Management (TDM) [reserved] E. Building Form. Development within the City Center Form Based Code District, the Urban Design Overlay District, and other districts with supplemental building form standards shall adhere to the standards contained therein. Urban design overlay standards are discussed 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 8.11(D) within the City Center Form Based Code, or Section 3.11(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards #SD-23-05 29 contained within the applicable Street Type and Building Envelope Standard. Nothing in this subsection shall be construed to limit requirements for additional upgrades as necessary to meet the requirements of these Regulations. Staff considers no improvements to be necessary to Shelburne Road, a state highway. As noted above, Swift Street has an existing recreation path that ends near the eastern property line. 26. Original Comment: Staff has discussed with the Deputy Director of Capital Projects and recommends the Board require the applicant to modify the plans to provide a recreation path along Swift Street instead of a sidewalk for consistency with the existing Swift Street cross section. This change should be reflected on the plans provided to VTrans in association with the required Section 1111 permit. Updated for 4/4/2023: The applicant has provided a copy of correspondence with the Deputy Director of Capital Projects indicating that the Deputy Director approves of the applicant’s concept to provide a recreation path along Swift Street. Staff continues to recommend that the Board require the applicant modify the plans to provide a recreation path along Swift Street, and that this change should be reflected on the plans provided to VTrans in association with the required Section 1111 permit. G. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Cross lot connections have been discussed above. H. Utility Services. Electric, telephone and other wire-served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Standards of Section 15.A.18, Infrastructure, Utilities, and Services, shall also be met. 27. The City of South Burlington Water District reviewed the proposed plans on 2/22/2023 and provided extensive comments which are included in the packet for the applicant. Because of the extent of these comments, Staff recommends the Board require them to be addressed (except for ongoing conditions related to operation of the properties) prior to closing the hearing. Shelburne Road is served by overhead power. The applicant has not shown electrical connections on the plans. The applicant has provided the following testimony regarding electrical connections: “GMP has not confirmed if transformers will be required or, if they are required, where they would be located. This information will be added to the plan once it is confirmed. Screening will be provided if/as needed for transformers to comply with the LDRs.” 28. Original Comment: Staff recommends the Board require the applicant to revise the plans to show a concept of how electrical power will be provided to each building, to a sufficient level of detail such that modifications required by GMP can be considered a field change. Without showing any connections at all, a site plan amendment may be needed to provide power to the buildings. Update for 4/4/2023: The utility plan shows the potential electrical connection to each building and includes a transformer north of the building on Lot 1. Staff considers no further discussion to be required. I. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). #SD-23-05 30 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. Dumpsters are proposed to be enclosed in a stone veneer wall with a decorative steel gate. Staff considers this criterion met. E) SUPPLEMENTAL REGULATIONS 13.02 Off Street Parking and Loading The applicant is proposing 63 parking spaces. Parking is regulated under 13.02. For the proposed mix of uses, 45 parking spaces are required, as follows. 29 two-bedroom units x 1.5 spaces per unit = 43.5 spaces 1 one-bedroom unit x 0.75 spaces per unit = 0.75 spaces 29. Staff has assumed that residential parking spaces are not reserved, therefore no additional guest spaces are required. Staff recommends the Board confirm residential spaces are not reserved. The applicant has proposed to reserve 11 spaces for the financial institution. 13.02L pertains to reservation of non-residential parking spaces for single tenants or users. 13.02L. Reserved Parking Spaces. Reservation of non-residential parking spaces for single tenants or users is strongly discouraged. Reserved parking, and associated signage, shall be permitted only under the following circumstances: (1) To meet or exceed Federal ADA requirements (2) To provide a limited number of courtesy spaces for users (examples: 15-minute only, pick & drop off, seniors, expectant mothers) (3) To provide for electric vehicles, carpool spaces, car-share spaces, or other similar purposes (4) To provide a minimal number of spaces for a small commercial business where other residential or non-residential uses would otherwise dominate parking areas (5) Where the Development Review Board finds that other demonstrated unique circumstances exist that would require a limited number of reserved spaces. In such an instance, the Board shall permit only the minimum number necessary to address the unique circumstances. 30. Staff recommends the Board require the applicant to remove the reserved spaces from the plans. If the applicant successfully demonstrates that reserved parking is allowed under (1) through (5) above, Staff considers the Board may wish to evaluate whether parking is adequate for the proposed uses. 13.03 Bicycle Parking and Storage. The bicycle requirements are as follows. Building Short Term Bike Parking Long Term Bike Storage Clothes Lockers Lot 1 (3,350 sf Financial Institution) 4 2 1 Lot 2 (3,200 sf retail, 3 residential units) 4 2 1 Lot 3 (27 residential units) 4 27 N/A In terms of short term bike parking, the applicant has proposed four bike racks near the west entrance to the multi-family building and one near the east entrance to the building on Lot 2. The applicant has #SD-23-05 31 indicated in their cover memo that there is a bike rack near the building on Lot 1 but it is not shown on the plans. Each of the provided bike racks provides parking for two bicycles. Staff recommends the Board direct the applicant to provide a bike rack near a principal entrance to the building on Lot 1. In terms of long term bike parking, it does not appear the applicant has provided any in the building on Lot 1. Two spaces are provided in the building on Lot 2, and a bike storage room is provided in the parking garage underneath the building on Lot 3. Long-term bike parking does not need to be indoors; it is possible to provide it in a secured covered location such as a storage shed or bike locker. 31. Staff recommends the Board require the applicant to provide long-term bike parking on Lot 1 or demonstrate that sufficient long-term bike parking on one of the other lots will be both available and accessible to the tenants of the building on Lot 1. Staff also recommends the Board include a condition requiring the applicant to demonstrate the long term bike parking in the parking garage meet the lockable and secure requirements of 13.03 as a condition of approval prior to issuance of a zoning permit. 13.04 Landscaping, Screening & Street Trees 13.04G requires minimum landscaping based on the value of new structures. Staff recommends the Board consider landscaping value on an overall PUD basis. The applicant estimates the building cost to be $11,600,000, requiring $123,500 in new trees and shrubs. As the Board is aware, there are a number of landscaping standards pertaining to landscaping of parking lots, including the requirement for one shade tree per five parking spaces, 10% of parking areas consisting of interior landscaping islands, curbing to protect parking lot landscaping, and a minimum shade tree size of 2.5 inches. Additional landscaping standards not specific to parking lots require screening or buffering between dissimilar sites, of parking areas, of outdoor storage, and of utility cabinets. Front yards along collector streets are required to be landscaped, and a mix of large canopy tree species is required throughout. B. Landscaping of Parking Areas. (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. Staff considers the parking area to be largely screened from view of the public right of way by the proposed buildings. (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. 32. Original Comment: 36 parking spaces are provided in the surface lot. Staff recommends the Board require the applicant to demonstrate that 10% interior parking lot landscape islands are provided. Based on approximate measurement, it appears the project is close to, if not meeting, this criterion. Update for 4/4/2023: The applicant has testified that the interior parking area is 22,027 square feet in size and therefore requires 2,203 square feet of the parking areas to be landscape islands. The #SD-23-05 32 applicant has provided 3,602 square feet of landscape islands, exceeding the minimum requirement. As such, Staff considers this criterion to be met and no further discussion to be necessary. (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. This criterion is met. (4) Landscaping Requirements The City Arborist reviewed the plans on 2/23/2023 and offers the following comments. 1. Species selection is good overall, however, utilizing Rhododendron on a southern exposure along the edge of a parking lot will most likely result in winter damage. 2. A large area of this site is paved which will yield soils that are compacted and of insufficient quality to adequately support plant growth. Soil remediation either through decompaction and amendment or replacement with loam planting soil will be needed to support plant growth in these areas. 3. LS is shown on the plan but is not listed in the Plant Schedule 33. Staff recommends the Board require the applicant to address the comments of the City Arborist prior to closing the hearing. Comment #2 should be addressed by providing a detail and/or specification for soil remediation. (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. 36 parking spaces are provided, requiring 8 shade trees. More than 9 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. 34. Some of the provided shade trees, in particular river birch, are specified in terms of height and not caliper. Staff recommends the Board require the applicant to specify that the shade trees have a caliper of 2 ½ inches, even though the nursery may specify them differently. (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 met. (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. #SD-23-05 33 Snow storage is not shown and is discussed above. 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 has reviewed the plans and provided the following comments on 3/2/2023. 1. The stormwater design appears to be incomplete. A stormwater maintenance plan has been omitted and EPSC controls are insufficient for a hotspot site. 2. How is pretreatment being provided for non-rooftop runoff? I don’t see it called out on the plans for DA 7 Bio, DA 3 Bio, or any of the Filterras. 3. The rim elevation for Outlet Structure 3 (Da 7 Bio) is called out as 216.75. Is this supposed to be 206.75? 4. Please provide a detailed maintenance plan for all BMPs and stormwater conveyance 5. EPSC plan: How will runoff be kept from exiting the site at the stabilized construction entrances along Shelburne Road? 6. Please provide detail on how the EPSC plan will adapt in conjunction with the demolition phasing. Will the entirety of Phase I be stabilized while demolition is taking place in Phase II? Will the stormwater system in the Phase I area be installed while Phase II demolition is taking place? If so, how will you ensure runoff from Phase II is contained? 7. Please provide detail on how contaminated runoff from Phase I will be contained and prevented from leaving the site 8. The catch basin they are proposing to tie into is VTRANS-owned, rather than municipal as they asserted in their stormwater narrative. 35. Staff recommends the Board require demonstration that the comments of the stormwater section have been addressed prior to closing the hearing. 13.07 Exterior Lighting Lighting requirements are summarized as follows. (1) Fixtures must be downcast and shielded; (2) Illumination must be evenly distributed; (3) Fixtures must be placed to minimize lighting from becoming a nuisance; (4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural material, with a decorative surface or finish; (5) Poles & building mounted fixtures may be no higher than 30-ft; and, (6) Poles must be located in safe locations. Specific requirements for maximum illumination levels are included in Appendix A and are limited to 3 footcandles average at ground level and 0.3 footcandles at the property line. The applicant has provided a photometric drawing. Slightly greater than 0.3 footcandles is provided at the northern #SD-23-05 34 property line, but given the presence of a recreation path in this location, Staff considers the Board may allow the proposed lighting as a modification. Staff recommends the Board require the applicant to adjust the lighting on the southern side of the property to reduce excess spillover to 0.3 footcandles maximum. 36. Illumination levels on the east side of the building on Lot 1 and at the proposed ATM are as high as 20 foot- candles. Staff recommends the Board require the applicant to reduce the illumination levels in these locations to a more reasonable level, on the order of 8 to 10 footcandles. 37. Original Comment: Lighting cut sheets have not been provided for all the proposed fixtures. Staff recommends the Board require the applicant to provide cut sheets for all proposed fixtures, including bollard lighting, for review prior to closing the hearing. Update as of 4/4/2023: The applicant has provided cut sheets for all proposed lighting fixtures. Staff considers this criterion met and no further discussion to be necessary. RECOMMENDATION If the applicant indicates a viable path forward for the building on Lot 1 having the appearance of two stories, Staff recommends the Board work with the applicant to address the issues identified herein. Respectfully submitted, Marla Keene, Development Review Planner 1 1 A A D D 2 2 3 3 B B 4 4 C C 1 A501 1 A502 1 A503 1 A504 8 A710 2 A103 TYP.1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. APPLY 'BITUTHANE' ICE AND WATER SHIELD UP SIDEWALLS OF ADJACENT WALLS A MIN OF 2'-0" VERTICALLY (WHERE ALLOWED) AND ALONG ROOF SURFACE A MIN. OF 2'-0" HORIZONTALLY. REDUNDANT ROOF DRAIN REQUIRED PER SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. REDUNDANT DRAIN SHALL DISCHARGE IN ACCORDANCE WITH SECTION 1108.2 OF THE IPC. (PROVIDE MODEL #Z165 BY 'ZURN' OR APPROVED EQUAL. PROVIDE 'BILCO E-50TB" INSULATED ROOF HATCH, OR APPROVED EQUAL EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. 1 A301 1 A301 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. RTU RTU SOLAR READY ZONE (SHOWN SHADED) 1,516 SF 53% OF TOTAL ROOF AREA ROOF DRAIN PROVIDE 6" MIN . INSULATION AT ROOF DRAINS AND SLOPE TO ROOF EDGE AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AT A PITCH OF 1/4" PER FOOT (MIN.) SEE SECTIONS FOR REQUIRED AVERAGE R- VALUE. TAPERED POLYISOCYANURATE RIGID INSULATION @ ROOF DRAIN SPRAY FOAM INSULATION @ UNDERSIDE OF ROOF DRAINS, PROVIDE R-20 MIN. (TYP.) SLOPE DOWN, ± 1/4 IN/FT ROOF EDGEH.P. SLOPE DOWN, ± 1/4 IN/FT ROOF EDGEH.P. SLOPE DOWN, ± 1/4 IN/FT MINIMUN6"SUMP AROUND DRAIN 2' - 0" TYPICAL SEE HORIZONTAL ASSEMBLIES FOR ROOF CONSTRUCTION DETAILS. ROOF NOTES: 1.ROOF MEMBRANE SHALL BE 60 MIL. SINGLE PLY TPO FASTENED WITH RHINO-BOND SYSTEM. COLOR TO BE GRAY. 2.SHEET METAL COPING/GRAVEL STOP SHALL BE PRE-FINISHED ALUMINUM, 20 GAUGE. COLOR AS SELECTED BE ARCHITECT. 3.ROOF DRAINAGE AND WALK-WAY PADS WITHIN THE ROOF-TOP EQUIP. SPACE SHALL BE DETERMINED BASED ON LAYOUT OF MECHANICAL EQUIPMENT. 4.SECONDARY (EMERGENCY OVERFLOW) DRAINS ARE REQUIRED IN ACCORDANCE WITH SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. 5.SLOPE 1/4" PER FOOT MIN. IS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS. 6.AVERAGE ROOF INSULATION VALUE TO BE R-44 MIN. PROVIDE MINIMUM 6" THICK AT ALL ROOF DRAIN LOCATIONS. NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE:As indicatedE:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA103ROOF PLANMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22REVISIONSNo.DescriptionDateC REVISED PER CIVIL COORDINATION12/16/2022D PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023G SOLAR ZONE ADDED03/23/20231/4" = 1'-0"1 ROOF PLAN 1 1/2" = 1'-0"2 ROOF DRAIN DETAIL DDDDDDOH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER FINANCIAL INSTITUTION ±3,350 SF 14 8 S P E E D TA B L E ATM LANE 13 MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 GARAGE ENTRANCE D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 670 SF SITE AMENITY SPACE 1,840 SF SITE AMENITY SPACE 890 SF SITE AMENITY SPACE 210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 21821821721 5209206205.521221 3 DEDICATED PARKING FOR FINANCIAL INSTITUTE 216210211209Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. 1 02/09/2023 JADPlan RevisionsPROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Overall Site Plan C2-00 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:30 FT (COMMERCIAL 1) FRONT YARD:10 FT (PROPOSED PUD) SIDE YARD:10 FT REAR YARD:30 FT - N/A - CORNER LOT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% LOT INFORMATION: TAX MAP NO. 1540-00760 BOURNE GARY J, V. 188 P 137-8 17,553 SF / 0.42 AC TAX MAP NO. 0700-00031 BOURNE GARY V. 326 P 50-2 16,575 SF / 0.40 AC TAX MAP NO. 1540-00764 764 SHELBURNE RD LLC, C/O GARY BOURNE V. 1035 P 233-4 26,572 SF / 0.61 AC PROPOSED - INDIVIDUAL LOTS 760 SHELBURNE ROAD LOT SIZE: 8,054 SF / 0.18 AC BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6% TOTAL LOT COVERAGE: 5,095 SF / 0.12 AC OR 63.2% FRONT YARD: SHELBURNE RD: 443 SF / 0.01 AC OR 48.4% SWIFT ST: 166 SF / 0.004 AC OR 21.8% 764 SHELBURNE ROAD LOT SIZE: 6,287 SF / 0.14 AC BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5% TOTAL LOT COVERAGE: 4,880 SF / 0.11 AC OR 77.6% FRONT YARD (SHELBURNE): 317 SF / 0.007 AC OR 35.6% 31 SWIFT STREET LOT SIZE: 46,359 SF / 1.06 AC BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9% TOTAL LOT COVERAGE: 35,300 SF / 0.81 AC OR 76.1% FRONT YARD: SHELBURNE RD: 196 SF / 0.004 AC OR 45.5% SWIFT ST: 1,142 SF / 0.03 AC OR 65.8% PARKING:36 SURFACE SPACES 27 GARAGE SPACES TOTAL:63 SPACES PROPOSED - OVERALL PUD 760 SHELBURNE ROAD PUD AREA: 60,700 S.F.SF / 1.39 AC BUILDING COVERAGE: ±17,210 SF / 0.04 AC OR 28.4% OVERALL COVERAGE: ±44,777 SF / 1.03 AC OR 73.8% FRONT YARD: SHELBURNE RD: ±903 SF / 0.02 AC OR 40.3% SWIFT ST: ±1,355 SF / 0.03 AC OR 53.1% 2 02/16/2023 CMJUtilities DDDDDDOH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 21 2 213 2 11 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN SOL. #3 - 75"BUILT-IN TPCONTROLS FINANCIAL INSTITUTION ±3,350 SF ATM (4) BIKE RACKS ENCLOSED DUMPSTER S P E ED TA B L E PROPOSED 12' WIDE CROSS LOT CONNECTION MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0FDFDFDFD FDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DROP OFF AREA w/VEHICULAR PAVERS DDDDDDDDDD D D D D D DDDD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL STORMWATER TREATMENT STRUCTURE (TYPICAL) DETECTABLE WARNING (TYP.) MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK WALL (TYP.) FLUSH CURB (TYP.) WOODEN CURVED BACKLESS BENCH (TYP.) STAMPED CONCRETE PAVEMENT 2' BRICK PAVING CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) FLUSH CURB (TYP.) ADA SPACE w/VEHICULAR PAVERS FLUSH CURB (TYP.) DETECTABLE WARNING MODULAR BLOCK RETAINING WALL (TYP.) 4' WOOD PRIVACY FENCE RAISED PLANTER w/MODULAR BLOCK WALL STAMPED CONCRETE PAVEMENT METAL PERGOLA WOODEN CURVED BACKLESS BENCH (TYP.) STORMWATER TREATMENT AREA (TYP.) STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK RETAINING WALL (TYP.)D210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 218218217215209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSFD FD DD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (1) BIKE RACK CONCRETE SIDEWALK ±18" MODULAR BLOCK FREESTANDING WALL (TYP.) WOODEN CURVED BACKLESS WALL CAP BENCH (TYP.) EXISTING LIGHT FIXTURE TO REMAIN 216210211209"HEAD ACHE BAR" COORD. w/SHOP DRAWINGS CANOPY LIMITS POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP 10' x 12' TRANSFORMER w/SCREEN FENCEUPUP 21 3 214 2 1 6 217SB SB SB SB SB SB SB SB SBSBSBSBSB8 ENCLOSED DUMPSTER PROPOSED 12' WIDE CONNECTION FDFDFDFD FD FDFDFDFDFDGARAGE ENTRANCE D DDDD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) 4' WOOD PRIVACY FENCE 21221121020920821821721 5209206205.5212FD FD MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (1) BIKE RACK POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. 1 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Layout & Materials C2-01 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT GARAGE LEVEL ENTRANCE SCALE: 1" = 20' SEE ARCHITECTURAL PLANS FOR UNDERGROUND PARKING LAYOUT 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. 15°±VT GridMagnetic0 Feet Graphic Scale 20 40 60 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities January 20, 2023 Marla Keene, Development Review Planner City of South Burlington 180 Market St South Burlington, VT 05403 RE: 22-523 Combined Preliminary & Final Plat Review Shelburne Road & Swift Street, South Burlington, VT 05403 Dear Ms. Keene, Please find attached a submission for a combined Final Plat and Plan application submitted on behalf of the landowner and applicant (the “Applicant”), Gary Bourne & 764 Shelburne Road, LLC c/o Gary Bourne, for a proposed site development of three parcels that include 760 Shelburne Road, 764 Shelburne Road, and 31 Swift Street. The project references the South Burlington Land Development Regulations, amendments adopted December 5, 2022, (the “LDRs”). The project proposes to combine three (3) existing parcels into one (1) parcel. The site development proposes to use a General PUD with three separate buildings that include a financial institution at the corner of Shelburne Rd and Swift St; a mixed-use building with frontage on Shelburne Road with first floor commercial and three (3) residential dwelling units on the second floor; and a multifamily residential building with 27 rental units on the eastern side of the parcel. The units on the site are proposed as rental units, no individual sale of units is proposed. The project also includes associated parking, landscaping, sidewalks, and other site amenities that are shown on the plan set. A. Project Narrative & Description Existing Conditions The project is located in the Commercial 1 – Residential 15 (C1-R15) zoning district and the following overlay districts: Urban Design Overlay (Secondary Node), Traffic Overlay, and Transit Overlay District. In the Traffic Overlay district, the project is in the Major Intersections – Zone 1. The project involves three (3) existing parcels located at the intersection of Shelburne Road and Swift Street, see below for a description of each existing parcel. 760 Shelburne Road o Parcel contains a convenience store and gas station o There are a total of eight fueling positions located under the existing gas pump canopy between the building and Shelburne Road Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 2 of 9 o Access to this parcel is provided by curb cuts located on Shelburne Road and Swift Street 764 Shelburne Road o Parcel contains the former Pizza Hut restaurant o Access to this parcel is from a curb cut off Shelburne Road 31 Swift Street o Parcel contains a single-story mixed-use, multi-tenant building with auto repair and office uses o Access to this parcel is provided by a curb cut from Swift Street As noted above, access to the existing parcels is via four (4) existing curb cuts – two from Shelburne Road and two from Swift Street. There is a pedestrian crossing at the signalized intersection across Swift Street with pedestrian crossing signals. The project is located on an urban infill site and there are no natural resources on the parcel. There are no existing stormwater treatment systems onsite. Proposed Development The purpose of the Commercial 1 zoning district is to encourage the location of higher-intensity residential, retail, office, and vertically mixed uses in a manner that serves as or enhances a compact central business area. The project seeks approval for a mixed use planned unit development involving the following: demolition of the three (3) existing buildings and accessory structures; a lot line adjustment/removal of interior lot lines to combine the three (3) existing parcels into one (1) parcel; construction of three (3) new buildings with related site and utility improvements Specifically, the project will include a financial institution (bank) at the intersection of Shelburne Road and Swift Street on the northwest portion of the site. The bank use also proposes to have a separate drive thru ATM and slip lane associated located just east of the bank and parking area along the Swift Street frontage. There is designated parking for the financial institution near the building. A mixed-use two-story building is proposed along Shelburne Road, south of the proposed bank. The potential first floor uses include retail, office (general and/or medical), and personal/business service. The first-floor space is expected to contain two separate tenants. The second floor is proposed to have three (3) dwelling units that include a one-bedroom and two 2-bedroom units. Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 3 of 9 A multi-family three story building is proposed along the eastern setback and will contain 27 total dwelling units, all of which will be 2-bedroom units. A subsurface parking garage is located at the basement level of the multifamily building, accessed at the southwest corner of the building. The project reduces the number of curb cuts from four existing to two propose – one on Swift Street and one on Shelburne Road. The consolidated curb cuts will create safer ingress and egress to and from the site. A speed table is proposed interior to the site to maintain slow internal traffic speeds and discourage cut through traffic on this corner lot. The Swift Street access has been located as far to the east and away from the intersection as possible to allow more distance for vehicles traveling west on Swift St to access the signalized intersection. Sidewalks are proposed throughout the project to connect the parking, building, and site amenities, and also connect to the public sidewalks along the roads at several locations. The Shelburne Road entrances to the commercial buildings are via stairs due to the site topography which slopes from east to west, toward Shelburne Road. A sidewalk and stairs are also proposed to connect the site amenity space between the two commercial buildings that will connect to the sidewalk. A two-foot brick paving strip is proposed along the east side of the surface parking to allow for the installation of EV charging stations in the future. A cross lot connection is shown at the south side of the lot to connect to the Koto restaurant parcel. Surface parking is located between the buildings fronting on Shelburne Rd and the multifamily building on the east side of the parcel. A drop off zone for deliveries, loading, etc. is located at the north end of the multifamily building. Adjacent to this area, separated by a planting island, is a proposed handicap accessible parking space. This is located here because it is the shortest accessible route for the multifamily building due to the topography of the site. The project proposes three site amenity locations through the site to provide respite for both commercial and residential site users with curvilinear seating and landscaping. Stormwater, landscaping, and the site amenities are further described below and shown on the plans. The site proposes several modular block retaining and freestanding walls that will help to unify the site. These are located in front of the commercial buildings on Shelburne Rd, between the ATM slip lane and Swift St, and along the west and south patio and site amenity space west of the multifamily building. 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. Stormwater (LDR 13.05) The project proposes to utilize multiple bioretention stormwater treatment practices to collect, treat, and convey stormwater runoff from the proposed site. The stormwater bioretention practices will include Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 4 of 9 lined bioretention basins and proprietary Contech Filterra bioretention structures. Stormwater runoff will be treated in these individual practices and conveyed through a series of storm drains with final connection to the municipal storm sewer at the intersection of Shelburne Road and Swift Street. Underground pipe storage is also provided for extended detention for larger storm events. A State Stormwater Discharge Permit (3-9050) will be obtained for this project. The proposed stormwater management of the site will meet Section 13.05 of the Land Development Regulations and the 2017 VSMM. Existing and Proposed Stormwater Plans, a stormwater design brief, and runoff modelling are included with this submission. Landscaping (LDR 13.04) The project proposes a mix of evergreen and deciduous trees and shrubs on the site. Large shade trees are proposed interior to the site around parking areas an in green belts. Street trees are proposed where possible along the Shelburne Rd and Swift St, space along these frontages is limited to due conflicts with utilities, sidewalks, small green belts, signage, etc. Shrubs are planted throughout the site to add structure and seasonal interest with color, flowers, texture, etc., and to create an aesthetically pleasing site. Perennials are proposed to compliment the site design, add variety, color, and texture next to shrubs. Landscape materials uses for the project will help to unify the site through repetition of species and plant varieties, while also providing year round seasonal interest through a mix of plant types. Plantings also include stormwater treatment areas in the bioretention areas and the prefabricated stormwater Filterra units. Lighting (LDR 13.07) The project proposes several pedestrian scale fixtures interior to the project. All lights are cut off and downcast to comply with dark sky standards. Building mounted lights are proposed as needed on buildings for safe ingress and egress. There are several tall cobra style fixtures proposed along Shelburne Road in front of the project area. Traffic Enclosed is a traffic impact assessment (TIA) which examines the trip generation and future congestion conditions with this Project. The TIA compared the weekday pm peak hour trip generation of the existing uses to that of the proposed uses, and determined that this Project will not increase the number pm peak hour trips. The TIA also examines the access management benefits which will result from this Project reducing the number of curb cuts onto Shelburne Rd and Swift St and locating the new curb cuts further from the Shelburne Rd / Swift St intersection. Overall, it projects that the Shelburne Rd / Swift St intersection will continue to operate at LOS C. This Project's new access onto Swift St, which will be used by most of the trips entering and exiting the Project, will also operate at LOS C. Parking (LDR 13.02) Shared parking is proposed between the commercial and residential uses to minimize the number of spaces needed. The project proposes 63 total spaces via surface parking (36 spaces) and garage parking Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 5 of 9 (27 spaces) under the multifamily building, with. Handicap accessible parking spaces are located throughout the project to serve all the buildings and site users. There is a total of 5 handicap spaces, this includes 2 handicap spaces in the subsurface parking for residents. Subsurface spaces will be reserved for residents only. The financial institute has requested a total of 11 spaces reserved for their use, these reserved spaces are shown on the plans. The remainder of the surface parking spaces will be shared between the mixed-use and residential tenants. Density For multi-family uses, the residential density is based upon 2,900 SF per dwelling unit. For the project parcel, the base residential density is 20 dwelling units (60,700 SF / 2,900 SF per unit = 20.9 dwelling units). Inclusionary Zoning As required by Article 18 of the Land Development Regulations (LDR), a minimum of 3 inclusionary rental units are required. 20 rental units x 15% = 3 inclusionary units required An offset of 3 market rate units is allowed for the fulfillment of the 3 inclusionary rental units (see LDR 18.01.F.(2)). With the offset, the allowable residential density increases to 23 dwelling units (base density of 20 dwelling units plus an offset of 3 dwelling units). In addition, the LDRs allow a density bonus for exceeding the inclusionary housing requirements (LDR 18.01.G.(2)). When an applicant voluntarily includes more than the number of inclusionary units required, upon the applicant’s request, the project shall receive, in addition to the offset units, a density bonus. The density bonus shall be one dwelling unit for each voluntary inclusionary rental unit, up to a maximum density of 50% more than the base maximum density permitted in the zoning district. Two voluntary inclusionary rental units are proposed and two bonus dwelling units are requested. Base residential density 20 dwelling units Required inclusionary rental units 3 dwelling units Voluntary inclusionary rental units 2 dwelling units Bonus rental units 5 dwelling units Total proposed residential density 30 dwelling units Percent Inclusionary Units (5 incl./30 total) 16.6% Unit makeup for the residences includes 2-bedroom units in the multifamily building; the three DUs in mixed use building include one 1-bedroom and two 2-bedrooms units. Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 6 of 9 The five inclusionary units are proposed in the multifamily building. For the inclusionary rental units, the maximum monthly rent will be limited to one-twelfth of 30% of the targeted HUD Area Median Income (80%) corresponding to the size of the specific unit as measured in number of bedrooms. Site Amenity (LDR 14.06.C) The site development is required to have accompanying site amenities. The site amenities use the “Snippet/Parklet” amenity category that put emphasis on high quality, fixed seating with landscaping as a primary component. The required site amenity is calculated below. Nonresidential development (6% of the building GFA) 6,590 SF x 6% = 396 SF required Residential development (60 SF for 20 or more units): 30 units x 60 SF/unit = 1,800 SF required Proposed site amenities spaces include: 1)Area along the west façade of the multifamily building (residential site amenity: 1,840 SF a.This area is a raised patio to provide separation and privacy for site users from the parking lot. The wall extends above the patio space with a safety railing on the interior of the wall because of the distance over 30” from the top of the wall to the bottom of the wall on the parking lot side. This space includes wooden curvilinear benches, landscaping at grade (on the west side), a raised landscape planter with a wooden curvilinear seat wall cap and landscaping behind. A 4’ tall wood screen fence is proposed in front of the large window for the first-floor residents to allow for privacy without blocking natural light. This space is bordered on the west and south by trees that will provide shading during summer months, but will not block views to the west for upper floors. 2)Area north of the multifamily building near the drop off area (residential site amenity): 670 SF a.This area includes a metal pergola and wooden curvilinear benches that are two sided and without backs. This are evergreen and deciduous plantings around to create a welcome respite. 3)Area between the financial and mixed-use building (commercial site amenity): 890 SF a.This area consists of wooden curvilinear benches with interior paving and landscaping along the outside. A sidewalk and stairs provide connection from the interior of the site/parking lot to the Shelburne Road sidewalk. Total Site Amenity SF Required: 2,196 SF Total Site Amenity SF Provided: 3,400 SF All of the proposed site amenity spaces feature high quality, aesthetically pleasing curvilinear, fixed benches complimented by landscaping to fulfill the criteria. The site amenity space north of the multifamily residential building also includes a metal pergola to enhance the space. Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 7 of 9 Allowance for Increase Lot Coverage via supplemental On-Site Open/Civic Space or Transferable Development Rights (LDR 10.05.E) The allowed lot coverage in this district is 70% max, the project exceeds this maximum by 3.8% or 2,307 SF (3.8% of the 60,700 SF lot). The project proposes to reduce the overall impervious from 79.1% to 73.8% and, importantly, the impervious surface will be captured and treated in accordance with City and State standards, greatly improving the site function and aesthetics. To accommodate this overage, the Applicant proposes to increase the site amenity space as allowed in the LDRs section 10.05.E(1) On-Site Open/Civic Space Option, that allows: (a) For each additional increment of lot coverage, an area on the site equal to thirty (30) percent of said increment shall be designated on the site plan for the subject parcel as one or more Snippets/Parklets and/or Pocket/Mini-Parks as enumerated in Article 11.B; To meet this requirement, the project would need to provide 30% of the 2,037 SF (3.8%) lot cover that exceeds the 70% max. This total comes to 692 SF of additional site amenity space. As demonstrated in the Site Amenity section of this letter, the required site amenity for the project is 2,196 SF. The project proposes a total of 3,400 of site amenity space; this is 1,204 SF additional space than what is required by the LDRs. This additional site amenity space that is provided on the project site exceeds the required 692 SF needed to meet LDR 10.05.E by 512 SF. Therefore, we feel this criterion is met. Bike Parking (LDR 13.03) The commercial buildings and multi-family building each require the minimum of 4 short term bike spaces, each bike rack provides two bicycle parking spaces. One bike rack is proposed near the mixed- use building, one is proposed near the financial institution, and four bike racks are proposed adjacent to the entry stairs on the west side of the multifamily residential building. Shared long term bike spaces and a locker will be provided in the southerly commercial building for all of the commercial uses. No changing facility or showers are proposed for the commercial uses. Long term bike spaces will be provided in the parking garage for the residents of the multi-family building. No changing facility or showers are required for residential uses. Parking Area Width (LDR 14.06.A(2)(c)) The surface parking and affiliated drive aisles located to the side of the buildings does not exceed the building frontage widths. The proposed cumulative width of the drive aisles, parking, and circulation lanes is 185’. The proposed building frontage widths is 190’ for the two buildings (the financial institution and the mixed-use building) with frontage on Shelburne Rd and Swift St. Note that project is a corner lot and the financial institution has frontage building on both Shelburne Rd and Swift St. Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 8 of 9 Context Analysis (LDR 15.C.07.F) A context analysis is provided as a separate document with these submission materials. Construction Phasing No construction phasing is expected at this time. C. Submission Elements The submission elements included in this application package include the following: Complete Subdivision Application Form Cover letter & Narrative (this document) Context Analysis Plan Set (Civil, Landscape, Architecture) List and address of abutting landowners Traffic Impact Assessment Stormwater Brief D. Changes from Previous Submittals This is the first formal submittal for this project. Waiver Request The following waivers are requested for the PUD: 1)Setback – The project requests the reduction of the front yard setback from 30 feet to 10 feet as allowed in the PUD standards. 2)Landscape Budget – The proposed landscape plan exceeds the minimum landscape budget requirement of $123,500, per section 13.04.G Landscaping Standards and Table 13-4 Landscaping Value Requirements of the LDRs, by $38,589 for a total budget of $159,411. The proposed budget for plants is $84,911. As demonstrated on the plans, the project is well landscaped and utilizes the available areas for planting as much as possible. The remaining budget includes hardscape elements that will be integral to the site – high quality, fixed curvilinear benches throughout the site that will unify the project and create a cohesive site, and a pergola in the site amenity space on the north side of the multifamily building. We feel that the proposed plan meets the goals and Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 9 of 9 intent of the LDRs by providing a well landscaped and nicely furnished 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 Preliminary & Final Plat Review – Context Analysis Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 1 of 3 APPLICATION FOR PRELIMINARY & FINAL PLAT REVIEW 760 Shelburne Road, 764 Shelburne Road & 31 Swift Street As required by the Land Development Regulations section 15.C.07 F. General PUD Compatibility and Context Analysis a narrative response to the below information, within a 0.25-mile radius from the project site, must be provided. (a) Hazards, and Level I and Level II Resources regulated under Article 12. (b) Prevalent pattern of land subdivision and development in the Planning Area, as defined by block lengths; lot size and front lot line lengths; front, side, and rear setbacks; building height and coverage; and existing parking arrangements. (c) Streetscape elements, including the placement, orientation, and spacing of buildings along the street, existing and planned sidewalks, and existing or planned landscaping, street furniture, and lighting. (d) Building types and styles, including any prevalent or character-defining architectural features. Please see below for a written analysis of the development context. (a) Hazards, and Level I and Level II Resources regulated under Article 12 There are no mapped hazards on, or adjacent to, the project parcel. Level I and Level II resources are limited to mapped steep and very steep slopes. However, these slopes are limited to localized areas with a grade transition of 2-4 feet. The limited height and length of these slopes on a developed parcel minimize potential adverse impacts. (b) Prevalent pattern of land subdivision and development in the Planning Area, as defined by block lengths; lot size and front lot line lengths; front, side, and rear setbacks; building height and coverage; and existing parking arrangements. The existing development on Shelburne Road within a 0.25-mile radius has a widely varied development pattern. The lands to the north and northeast are primarily comprised of the 189 interchange, overpass, and road infrastructure; these lands are not described in detail below because they do not contain buildings, blocks, or parking. Lands in the southeast portion of the context area is primarily residential (Lindenwood Drive, Brewer Parkway); the southwest context area is mostly composed of a single large commercial development (Hannaford) and smaller scale commercial development; in the west/northwest Preliminary & Final Plat Review – Context Analysis Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 2 of 3 section of the context area the development is mixed commercial and also contains state uses (corrections facility). Block lengths on Shelburne Rd vary; on the east side of the road, the block length of the project parcel is approximately 550 ft, and the next block to the south is roughly 490 ft. On the west side of Shelburne Rd, the one block that falls within the context area is approximately 655 ft long. On Swift St there is only one discernable block on the north side of the road, from the intersection with Shelburne Rd to Farrell St., that is 1,195 ft in length. The lot sizes are variable depending on the type of development. The commercial lots near the project are mostly in the 0.5 to 1.5-acre range, with the largest lot being 12.6 acres (Hannaford) and one of the smallest commercial lots being 0.21 acres. The lots in residential areas are smaller, approximately ranging from 1/4 to a 1/3 acres in size. Setbacks and parking arraignments also vary in the context area. On Shelburne Rd, there are commercial buildings and gas canopies that have small setbacks (±10’) and are close to the road with parking to the side and rear of the buildings. The rest of the buildings on Shelburne Rd are set back farther from the road (±70-80’) with parking in the front yard, between the buildings and Shelburne Rd. The residential homes, accessed from side streets, are consistently setback approximately 25-30’. On the north side Swift St, the setbacks are more or less consistent in the context area, set back in the 20-30’ range with parking mostly in the rear, with the exception of a few parcels (Denny’s, the corrections facility, and at 10 Farrell St). On the south side of Swift St the setbacks are larger, approximately 80’ or greater, with parking the front and side of the building. The parcel immediately east of the project site has a setback of ±12-15’, which is consistent with the Bourne Service Center building (that is part of the project area) that is also setback ±12-15’. Building heights are another varied element in the context area. Along Shelburne Rd, there are a mix of single story (both flat roof and gabled) buildings and gas station canopies, as well as one and a half and two-story buildings. Residential buildings are mostly in the two-story range. On Swift St, the buildings are mostly one to two stories tall, however newer buildings on Swift St are taller and range from three to four stories tall. The development of the residential areas is tighter because of the consistent tree canopy with smaller, more frequent building massing, while Shelburne Rd is much more open, with no consistent tree canopy, irregular building massing and repetition and plethora of utilities. Swift St is more similar to Shelburne Rd, however the building massing is more consistent with smaller, closer buildings on the west, becoming more spread out and larger is mass and scale to the east. The lot coverage on Shelburne Rd and Swift St commercial lots is generally high, meaning there is a large proportion of impervious cover with little green space. The residential parcels typically Preliminary & Final Plat Review – Context Analysis Shelburne Road & Swift Street Project #: 22-523 January 2023 Page 3 of 3 have more green space than impervious cover, with impervious cover limited to driveways and buildings. (c) Streetscape elements, including the placement, orientation, and spacing of buildings along the street, existing and planned sidewalks, and existing or planned landscaping, street furniture, and lighting. Shelburne Rd streetscape elements include sidewalks, large road sign infrastructure, tall cobra style light fixtures, utilities (overhead lines, transformers, etc.), gas signs, and commercial free- standing sign structures. These elements are not regularly spaced, but are prevalent in this corridor. There is one bus shelter with a bench and no consistent street tree presence. Trees and landscaping are mostly set back from the road, and feature like walls are mixed – some are stone, others are split rail, or ornamental metal and are on only a few parcels. The pattern and spacing of buildings is irregular, some buildings are close together while others are farther apart. There are no sidewalks on the dead-end residential streets. Sidewalks (±5’ wide) line both sides of Shelburne Rd with a narrow green strip between the road. The residential areas have a consistent pattern and small scale feel from the repetitious nature of the streetscape spacing between homes on smaller (±0.3 ac) lots, presence of front lawns, shade trees, landscaping and regular street presence that makes the space feel more intimate. Elements like benches, bus shelters, signage, etc. that is found on Shelburne Rd is not present here. On Swift St there are irregular street trees along the road with overhead utilities. The South Burlington Bike Path follows Swift St on the south side of the road as does a bike lane; on the north side of the road there is a disconnected sidewalk in front of the corrections facility. Street trees and ornamental landscaping become more regular and consistent on the larger commercial lots near the intersection with Farrell St. There are no bus shelters, benches, or other prevalent street element present in this context area of Swift St. (d) Building types and styles, including any prevalent or character-defining architectural features. The nearby residential neighborhood contains multiple one- and two-story single-family building types, including Cape cod, Colonial, and National. These are predominantly constructed using typical building materials such as, horizontal lap siding, asphalt shingles, and double hung windows. Commercial buildings located nearby range from one to three stories in height in with various exterior materials, including brick, metal siding, and wood. Styles range from renovated single- family homes with pitched roofs to one story strip malls, metal storage buildings, and 3-story brick office buildings that utilize flat roofs. With such a diverse array of building types and uses, there is not a single architectural style that is prevalent to this neighborhood, or a character defining feature. VCGI Location BourneShelburne Rd & Swift StSouth Burlington, VT Context Map ^_ Copyright:© 2013 NationalGeographic Society, i-cubed Project Parcel.25 Mile BufferTax Parcel Boundary Sources: USGS 24lk Topographic Maps; Project Area by TCE (2019); VT SignificantWetland by ANR (2018). Disclaimer: The accuracy of information presented is determined by its sources.TCE is not responsible for any errors or omissions that may exist. Questions of on-the-ground location can be resolved by site inspections and/or surveys by a registered surveyor. This map is not a replacement for surveyed information or engineering studies. Legend Project: 22-523Prepared By:ERL01/19/20231 inch = 400 feet 802.879.6331 www.tcevt.com [0 400 800 1,200 1,600200Feet Project Location VCGI Shelburne Rd & Swift StSouth Burlington, VT Context Map Project Parcel.25 Mile BufferRecreation PathsPathTypeEasementExisting TrailExisting Recreation PathPlanned Rec Path or TrailExisting Park and Open SpaceOverlay DistrictsFloodplainHabitat BlockInterstate HighwayRiver CorridorTrafficTransitUrban DesignZoning DistrictsCommercial 1 - Residential 15Institutional & Agricultural-SouthInterstate Highway ROWPark & RecreationResidential 4Swift Street Sources: USGS 24lk Topographic Maps; Project Area by TCE (2019); VT SignificantWetland by ANR (2018). Disclaimer: The accuracy of information presented is determined by its sources.TCE is not responsible for any errors or omissions that may exist. Questions of on-the-ground location can be resolved by site inspections and/or surveys by a registered surveyor. This map is not a replacement for surveyed information or engineering studies. Legend Project: 22-523Prepared By:SRF07/18/20221 inch = 400 feet 802.879.6331 www.tcevt.com [0 400 800 1,200 1,600200Feet Project Location Landscape Budget Requirement (Land Development Code Article 13): Estimated Construction Cost: $11,600,000 3% First $250K……....…....$7,500 2% Second $250K…….….$5,000 1% Remaining………………...$111,000 Required Landcape Budget: $123,500 SYM QTY SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION COMMENTS / SPACING COST PER PLANT(installed)TOTAL TREES AB 2 Abies balsamea 'Phanerolepis'Caanan Fir 8-10' HT B&B As Shown, Full $840 $1,680 AF 4 Acer freemanii 'Armstrong'Armstrong Freeman Maple 2.5" Cal B&B Trim to 7' HT $1,025 $4,100 AAM 7 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 8-10' HT B&B Multistem, 3 or more trunks $810 $5,670 AMS 1 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 8-10' HT B&B Single stem $810 $810 BN 4 Betula nigra 'Heritage'Heritage River Birch 12-14' HT B&B Single stem $975 $3,900 CC 4 Carpinus caroliniana American Hornbeam 2.5" Cal B&B Trim to 5' HT $1,050 $4,200 GT 3 Gleditisia triacanthos var inermis 'Halka'Halka Thornless Honeylocust 2.5" Cal B&B Trim to 7' HT $1,080 $3,240 NS 3 Nyssa sylvatica Black Tupelo 2.5" Cal B&B Trim to 7' HT $1,075 $3,225 PS 4 Prunus sargentii 'Pink Flare'Pink Flare Sargent Cherry 2.5" Cal B&B Trim to 5' HT $900 $3,600 SHRUBS BM 17 Buxus microphylla 'Green Mountain'Green Mountain Boxwood 18" SP Cont.As Shown $174 $2,958 CV 2 Chionanthus virginicus White Fringtree 4-6' HT Cont.Multistem, 3 or more stems $295 $590 CAH 12 Clethra alnifolia 'Hummingbird'Summersweet #2 Cont.4' O.C.$84 $1,008 CS 12 Cornus stolonifera 'Arctic Fire'Red Twig Dogwood #2 Cont.3 Cane min., 30" HT $86 $1,032 HAP 3 Hydrangea anomola petiolaris Climbing Hydrangea 36" HT Cont.As Shown $120 $360 HAI 23 Hydrangea arborescens 'Invincibelle'Invincibelle Hydrangea #2 Cont.4' O.C.$84 $1,932 HAL 9 Hydrangea arborescens 'Invincibelle Limetta'Invincibelle Limetta Hydrangea #2 Cont.3' O.C.$86 $774 IVF 5 Ilex verticillata 'Berry Heavy'Winterberry Holly #2 Cont.As Shown, Female $84 $420 IVM 2 Ilex verticillata 'Jim Dandy'Winterberry Holly #2 Cont.As Shown, Male $86 $172 JH 39 Juniperus horizontalis Creeping Juniper 18" SP Cont.3' O.C.$81 $3,159 RS 6 Rhododendron maximum 'Roseum'Rhododendron #5 Cont.As Shown $145 $870 RAG 73 Rhus aromatica 'Gro-low'Gro-Low Fragrant Sumac #2 / 24 SP Cont.4' O.C.$86 $6,278 RR 29 Rosa rugosa Saltspray Rose #2 Cont.4' O.C.$72 $2,088 SBT 18 Sprirea betulifolia 'Tor'Tor Spirea 15" HT Cont.3' O.C.$78 $1,404 SJL 24 Spirea japonica 'Little Princess'Little Princess Japanese Spirea 15" HT Cont.3' O.C.$78 $1,872 SAW 40 Spirea x bumalda 'Anthony Waterer'Anthony Waterer Spirea 15" HT Cont.3' O.C.$84 $3,360 TM 26 Taxus x media 'Everlow'Everlow Creeping Yew #2 / 24 SP Cont.As Shown $133 $3,458 VT 4 Viburnum trilobum 'Wentworth'Cranberrybush Viburnum 5-6' HT Cont. / B&B As Shown $255 $1,020 VTB 5 Viburnum trilobum 'Bailey's Compact'Bailey's Compact Viburnum 30" HT Cont.As Shown $102 $510 PERENNIALS AD 19 Aruncus dioicus Goatsbeard #2 Cont.36" O.C.$32 $608 AN 26 Aster novae-anglae New England Aster #2 Cont.24" O.C.$28 $728 CAK 84 Calamagrostis × acutiflora 'Karl Foerster'Feather Reed Grass #2 Cont.24" O.C.$33 $2,772 EP 38 Echinacea purpurea 'Kim's Knee High'Kims Knee High Purple Coneflower #1 Cont.24" O.C.$33 $1,254 HMA 31 Hakenechloa macra 'Aureola'Hokone Grass #1 Cont.18" O.C.$33 $1,023 HS 74 Hosta spp.Hosta species #2 Cont.Use variaties: Guacalome, Francee, Mouse Ears, Halycone in groups of 5+$42 $3,108 HSS 14 Hosta 'Sum and Substance'Sum and Substance Hosta #2 Cont.36" O.C.$42 $588 IVE 26 Iris versicolor Blue Flag Iris #2 Cont.24" O.C.$27 $702 MML 245 Liriope spicata 'Royal Purple'Lilyturf #2 Cont.15" O.C.$29 $7,105 M 9 Miscanthus sinensis 'Morning Light'Morning Light Maiden Grass #2 Cont.4' O.C.$35 $315 PVN 80 Panicum virgatum 'Northwind'Northwind Switchgrass #2 Cont.24" O.C.$33 $2,640 SR 37 Soldago rugosa 'Fireworks'Goldenrod #2 Cont.24" O.C.$27 $999 SH 26 Sporobolus heterolepis Prairie Dropseed #2 Cont.24" O.C.$33 $858 Total Site Planting COST:$86,390 Hardscape Site Elements QTY UNIT COST PER UNIT TOTAL Site Furnishings Benches 115 LF $300 $34,500 Pergolas 1 EA $40,000 $40,000 Hardscape COST:$74,500 TOTAL LANDSCAPE COST:$160,890 Last Revised 02/09/2023 Preliminary & Final Plat | January 2023 Opinion of Landscape Costs Shelburne Road & Swift Street22-523 Prepared by TCE Page 1 TECHNICAL MEMORANDUM Project: Bourne – Shelburne Rd & Swift St, South Burlington Date: January 12, 2023 By: Roger Dickinson, PE, PTOE Subject: Traffic Impact Assessment Introduction The Bourne redevelopment project (hereafter referred to as the Project) is located in the southeast corner of the intersection of Shelburne Road (US Route 7) and Swift Street in South Burlington. The Project includes consolidating three presently separate parcels into one and redeveloping the resulting parcel. The existing parcels are:  #760 Shelburne Rd located on the corner - formerly Bourne’s Convenience Store;  #764 Shelburne Rd - formerly the Pizza Hut restaurant, and;  #31 Swift St - Bourne’s Service Center. Access to the above parcels are provided by four existing driveways; two on the east side of Shelburne Rd plus two on the south side of Swift St. This Project will reduce the total number to two; one each on Shelburne Rd and Swift St. This traffic impact assessment (TIA) examines existing and future traffic congestion conditions on the adjacent highway network in the vicinity of this Project, and analyzes the probable impacts that this Project will have on those conditions. The results of the requested analyses are presented in the following sections. Adjacent Street Network Shelburne Rd is a major arterial highway on the state highway system. Shelburne Rd along the Project’s frontage includes three northbound lanes (two for through traffic and one for right-turns onto Swift St and I-189) and two southbound lanes (for through traffic); separated by a two-way left-turn lane. Sidewalks are provided on both sides of Shelburne Rd, with a signalized crosswalk located at the Queen City Park Rd intersection just south of the Project. Swift St is a major collector local street providing one travel lane in each direction. Swift St widens along the Project’s frontage to provide separate left- and right-turn lanes at its intersection with Shelburne Rd. A sidewalk is provided along the south side of Swift St; with a crosswalk located at its intersection with Shelburne Rd. This crosswalk was signalized as part of the Vermont Agency of Transportation’s (VTrans) recently completed Shelburne Rd traffic signal replacement project. Page 2 Background Traffic Volumes Background traffic volumes on Shelburne Rd and Swift St were obtained from a 12-hour turning movement count performed at their intersection by VTrans on June 27-28, 2016. The observed pm peak hour volumes from the above turning movement count were adjusted to estimated design hour volumes (DHV) for year 2029 (project completion + 5 years) by examining data from VTrans’ Continuous Traffic Counter Station D099, located nearby on I-189. A DHV adjustment factor of +8.2% was calculated from that data. Additionally, a background traffic growth factor of -5.2% (2016 to 2029) was calculated.1 The resulting projected 2029 background design hour volumes (representing the No-Build analysis scenarios) at the Shelburne Rd / Swift St intersection are shown in Figure 1. Figure 1 - 2029 No-Build DHV Project-Generated Traffic This Project is located in Zone 1 of South Burlington’s Traffic Overlay District, which permits a maximum pm peak hour trip generation of 15 vehicle trip ends per hour (vte/hr) per 40,000 sf of lot size. The three lots included in this Project have a total lot size of 60,700 sf; for which the maximum permitted pm peak hour trip generation equals 22.76 vte/hr. Morning (am) peak hour trips are not limited by the Traffic Overlay District. The Traffic Overlay District permits the maximum pm peak hour trip generation to be adjusted to match the existing peak hour trip generation of the uses presently authorized and operating on the site. Thus, with one exception, this Project has available to it, for the purpose of establishing its “traffic budget”, the pm peak hour trips which are generated by the existing uses on the three lots. The one exception is the former Pizza Hut restaurant, which has been closed for an extended period of time, and thus is no longer an authorized and operating use. 1 Continuous Traffic Counter Report (The Redbook) Based on 2021 Traffic Data, Vermont Agency of Transportation, May 2022 1700 209  386 187  1676 198 Swift St Shelburne Rd Shelburne Rd Page 3 Table 1 presents the estimated peak hour trips for both the existing uses on the three parcels and for this Project. The estimated peak hour trips were calculated by using trip generation rates compiled by the Institute of Transportation Engineers (ITE) in Trip Generation2, except as noted above for the former Pizza Hut restaurant. Table 1 - Weekday Trip Generation ITE Land-Use Category Size AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Existing #712 – Small Office Building 4,260 sf 6 1 7 3 6 9 #943 – Automobile Parts & Service Center 1,500 sf 2 1 3 1 2 3 #945 – Convenience Store/Gas Station (2-8 vfp) 2,100 sf 43 42 85 51 51 102 #932 – High-Turnover (Sit Down) Restaurant a -- -- -- -- 6 4 10 Total Trips 51 44 95 61 63 124 Proposed #220 – Multifamily Housing (Low-Rise) 30 units 3 9 12 9 6 15 #822 – Strip Retail Plaza (<40 ksf) 3,200 sf 8 6 14 17 18 35 #912 – Drive-In Bank 3,350 sf 19 14 33 35 35 70 Total Trips 30 29 59 61 59 120 a Calculated by applying the Traffic Overlay District Zone 1 permitted trip generation of 15 vte/hr/40,000 sf to Pizza Hut’s 0.61 acre lot size. Figure 2 presents the directional distribution of the proposed Project-generated pm peak hour trips. The overall distribution was estimated using existing traffic patterns entering and exiting the Shelburne Rd / Swift St intersection. The directional splits of traffic entering and exiting the Project at its two proposed driveways onto Shelburne Rd and Swift St were then estimated using engineering judgement; with consideration being given to the high volumes of northbound traffic and queueing which occurs on Shelburne Rd in this immediate area during the pm peak period. Combining the project-generated trips with the No-Build volumes provides the 2029 Build design hour volumes shown in Figure 3. 2 Trip Generation, Institute of Transportation Engineers, 11th Edition Page 4 Figure 2 – Proposed PM Peak Hour Trips Figure 3 - 2029 Build PM DHV Traffic Congestion Levels of service (LOS) at intersections are determined by the average control delay; measured in seconds per vehicle. The methodology for analyzing LOS is established by the Highway Capacity Manual (HCM).3 Table 2 summarizes the LOS delay thresholds for intersections. 3 Highway Capacity Manual, Transportation Research Board, 6th Edition 6 21  22  24 21 8  6 45 6 24 6 Enter 61 6 Exit 59 2 Total 120  26 Shelburne Rd Shelburne Rd Swift St Bourne Access PM Peak Hour Trips Bourne Access 1700 209  386 386 524 187 21 8  1676 198 49 6 1881 6  6 2  1868 26 Swift St Bourne Access Bourne Access Shelburne Rd Shelburne Rd Page 5 Table 2 - Intersection Level of Service Criteria LOS Avg. Delaya LOS Avg. Delaya Unsignalized Signalized Unsignalized Signalized A B C ≤10 ≤15 ≤25 ≤10 ≤20 ≤35 D E F ≤35 ≤50 >50 ≤55 ≤80 >80 a seconds per vehicle Table 3 presents the results of intersection capacity analyses performed at the Shelburne Rd / Swift St intersection and at this Project’s two proposed accesses onto Shelburne Rd and Swift St. All analyses were performed using Synchro v.11 software. Detailed analysis reports are enclosed in Appendix A. Table 3 - Intersection Levels of Service Intersection / Approach 2029 PM Build LOS Delay V/C Shelburne Rd / Swift St Swift St WB L Swift St WB R Shelburne Rd NB T Shelburne Rd NB R Shelburne Rd SB L Shelburne Rd ST T Overall D C C B D A C 37.5 32.0 29.0 12.1 45.6 7.7 21.3 0.60 0.74 0.91 0.24 0.75 0.67 Shelburne Rd / Project Access Project Access WB L/R Shelburne Rd SB L F D 74.2 32.5 0.13 0.04 Swift St / Project Access Project Access NB L/R Swift St WB L C A 19.3 8.2 0.18 0.01 The results of the intersection capacity analyses results indicate that the Shelburne Rd / Swift St intersection will operate at LOS C. Traffic exiting the Project at its access onto Swift St will also experience LOS C. However, traffic exiting the Project at its Shelburne Rd access will experience long delays (LOS F) during future pm peak hour traffic conditions. Access Management As noted earlier, this Project will reduce the number of accesses from four to two. The four existing accesses, and a description of how they will be modified, include: - A 40 ft wide access onto Shelburne Rd serving the former convenience store, located 89 ft4 south of the northbound stop bar on Shelburne Rd at Swift St. This access will be closed. 4 All distances are to the center of the access. Page 6 - A 40 ft wide access onto Shelburne Rd serving the former Pizza Hut restaurant, located 192 ft south of the above northbound stop bar. The curb cut for this access straddles the property line with the adjacent Koto restaurant, with the resulting curb cut on Shelburne Rd being 80 ft long. This access will be replaced by a new 24 ft wide access located 178 ft south of the northbound stop bar on Shelburne Rd. This new access will be physically separate from the one serving the Koto restaurant. - A 30 ft wide access onto Swift St serving the former convenience store, located 58 ft east of the westbound stop bar on Swift St at Shelburne Rd. This access will be closed. - A 30 ft wide access onto Swift St serving Bourne’s Service Center, located 148 ft east of the above westbound stop bar. This access will be replaced by a new 24 ft wide access located 193 ft east of the westbound stop bar on Swift St. The above proposed accesses have been located to maximize the spacing between them and the Shelburne Rd / Swift St intersection as much as possible. Where the proposed accesses overlap with existing ones, the existing accesses will be completely removed. This Project also includes provisions for a future interior connection with the Koto restaurant parcel to the south so that traffic traveling between the two parcels will not be required to use Shelburne Rd. The proposed accesses to this Project will improve access management on both Shelburne Rd and Swift St; providing reduced vehicular and pedestrian conflicts, a corresponding improvement in future traffic safety conditions, and more efficient traffic flow. Conclusions The results of the above examination of future traffic conditions with the proposed Project indicate the following: - That its pm peak hour trip generation will be slightly less than that of the existing uses on the three parcels being consolidated and redeveloped. - Future traffic congestion conditions at the Shelburne Rd / Swift St intersection and this Project’s proposed access onto Swift St will be LOS C. - Traffic exiting this Project’s proposed access onto Shelburne Rd will experience long delays and poor levels of service (LOS F) during future peak hour traffic conditions. Knowing this, Project- generated exiting trips will instead gravitate to exit via Swift St, where they will be able to turn onto Shelburne Rd at a signalized intersection. APPENDIX A Intersection Capacity Analyses HCM 6th Signalized Intersection Summary 2029 PM DHV 3: Shelburne Rd & Swift St Build 2029 PM Build.syn 01/13/2023 Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h)187 386 1676 198 209 1700 Future Volume (veh/h)187 386 1676 198 209 1700 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 1826 1826 1826 Adj Flow Rate, veh/h 187 386 1676 198 209 1700 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, %5 5 5 5 5 5 Cap, veh/h 309 522 1836 819 278 2544 Arrive On Green 0.18 0.18 0.53 0.53 0.16 0.73 Sat Flow, veh/h 1739 1547 3561 1547 1739 3561 Grp Volume(v), veh/h 187 386 1676 198 209 1700 Grp Sat Flow(s),veh/h/ln 1739 1547 1735 1547 1739 1735 Q Serve(g_s), s 8.9 16.0 39.6 6.2 10.3 23.1 Cycle Q Clear(g_c), s 8.9 16.0 39.6 6.2 10.3 23.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 309 522 1836 819 278 2544 V/C Ratio(X)0.60 0.74 0.91 0.24 0.75 0.67 Avail Cap(c_a), veh/h 309 522 1836 819 309 2544 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.1 26.3 19.3 11.4 36.1 6.3 Incr Delay (d2), s/veh 3.4 5.7 9.7 0.7 9.5 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 7.9 16.9 2.2 5.0 6.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.5 32.0 29.0 12.1 45.6 7.7 LnGrp LOS D C C B D A Approach Vol, veh/h 573 1874 1909 Approach Delay, s/veh 33.8 27.2 11.9 Approach LOS C C B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 18.4 51.6 70.0 20.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 44.0 64.0 14.0 Max Q Clear Time (g_c+I1), s 12.3 41.6 25.1 18.0 Green Ext Time (p_c), s 0.1 2.1 20.1 0.0 Intersection Summary HCM 6th Ctrl Delay 21.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. HCM 6th TWSC 2029 PM DHV 5: Shelburne Rd & Bourne Build 2029 PM Build.syn 01/13/2023 Page 1 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 6 1868 26 6 1881 Future Vol, veh/h 2 6 1868 26 6 1881 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ---0 - Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, %5 5 5 5 5 5 Mvmt Flow 2 6 1868 26 6 1881 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2834 947 0 0 1894 0 Stage 1 1881 ----- Stage 2 953 ----- Critical Hdwy 6.35 7.2 --5.4 - Critical Hdwy Stg 1 6.7 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.7 3.95 --3.15 - Pot Cap-1 Maneuver 20 221 --137 - Stage 1 66 ----- Stage 2 320 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 19 221 --137 - Mov Cap-2 Maneuver 19 ----- Stage 1 66 ----- Stage 2 306 ----- Approach WB NB SB HCM Control Delay, s 74.2 0 0.1 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--60 137 - HCM Lane V/C Ratio --0.133 0.044 - HCM Control Delay (s)--74.2 32.5 - HCM Lane LOS --F D - HCM 95th %tile Q(veh)--0.5 0.1 - HCM 6th TWSC 2029 PM DHV 7: Bourne & Swift St Build 2029 PM Build.syn 01/13/2023 Page 1 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 386 21 8 524 49 6 Future Vol, veh/h 386 21 8 524 49 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length ----0 - Veh in Median Storage, #0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, %5 5 5 5 5 5 Mvmt Flow 386 21 8 524 49 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 407 0 937 397 Stage 1 ----397 - Stage 2 ----540 - Critical Hdwy --4.15 -6.45 6.25 Critical Hdwy Stg 1 ----5.45 - Critical Hdwy Stg 2 ----5.45 - Follow-up Hdwy --2.245 -3.545 3.345 Pot Cap-1 Maneuver --1136 -290 646 Stage 1 ----673 - Stage 2 ----578 - Platoon blocked, %--- Mov Cap-1 Maneuver --1136 -287 646 Mov Cap-2 Maneuver ----287 - Stage 1 ----673 - Stage 2 ----572 - Approach EB WB NB HCM Control Delay, s 0 0.1 19.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)306 --1136 - HCM Lane V/C Ratio 0.18 --0.007 - HCM Control Delay (s)19.3 --8.2 0 HCM Lane LOS C --A A HCM 95th %tile Q(veh)0.7 --0 - RIM = 207.51DDDDDD OHOHOHOHOHOHOHOH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSBN/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 10 ' N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. GAS CANOPY 1929 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVESHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET SHED D D D D D D D D D D D D DD WASTE OIL TANK CONCRETE PAD WITH TANK ACCESS WELLS TRANSFORMER ON CONCRETE PAD D D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 116'±137'±122'±140'±118'±79'±7'±45'±125'±56'± 76'±99'±239'± RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W APPROX. LOCATION EX. 8" WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) RIM = 215.5 8" iIN (N) = 206.7 (?) 10" iIN (E) =207.0 10" iOUT(W) = 206.9 CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN GAS METER UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. PLANNIN G ENVIRON MENTAL 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Conditions Plan C1-01 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF 9/20/21 FIELDWORK PERFORMED BY LAMOUREAUX & DICKINSON. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R10 WAS EMPLOYED FOR THESE OBSERVATIONS. 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) OR CALL 811. 6.PERIMETER BOUNDARIES SHOWN HEREON STRICTLY FROM TAX MAP INFORMATION ONLY, THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY. 7.EXISTING CONDITIONS PLAN IS BASED ON INFORMATION PROVIDED BY LAMOUREAUX & DICKINSON TITLED "S-1 EXISTING CONDITIONS SITE PLAN" DATED 9-10-21. 1 02/09/2023 JADPlan RevisionsPROJECT LOCATION LEGEND EXISTING PROPERTY LINE EASEMENTS TREE LINE CATCH BASIN (CB) VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL UTILITY POLE BENCHMARK OVERHEAD UTILITY STORM DRAINAGE PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS PAVED DRIVE OR ROAD WITH CURB WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MTC OR TRANSFORMER OUTLET OR END SECTION S124 FM W G OH UG D TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE SIGN GAS OR ELECTRICAL METER SEWER FORCEMAIN SEWER MAINS AND SERVICES SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) CLEANOUT (CO) PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: ,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% DDDDDDOH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER FINANCIAL INSTITUTION ±3,350 SF 14 8 S P E E D TA B L E ATM LANE 13 MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 GARAGE ENTRANCE D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 670 SF SITE AMENITY SPACE 1,840 SF SITE AMENITY SPACE 890 SF SITE AMENITY SPACE 210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 21821821721 5209206205.521221 3 DEDICATED PARKING FOR FINANCIAL INSTITUTE 216210211209Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. 1 02/09/2023 JADPlan RevisionsPROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Overall Site Plan C2-00 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:30 FT (COMMERCIAL 1) FRONT YARD:10 FT (PROPOSED PUD) SIDE YARD:10 FT REAR YARD:30 FT - N/A - CORNER LOT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% LOT INFORMATION: TAX MAP NO. 1540-00760 BOURNE GARY J, V. 188 P 137-8 17,553 SF / 0.42 AC TAX MAP NO. 0700-00031 BOURNE GARY V. 326 P 50-2 16,575 SF / 0.40 AC TAX MAP NO. 1540-00764 764 SHELBURNE RD LLC, C/O GARY BOURNE V. 1035 P 233-4 26,572 SF / 0.61 AC PROPOSED - INDIVIDUAL LOTS 760 SHELBURNE ROAD LOT SIZE: 8,054 SF / 0.18 AC BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6% TOTAL LOT COVERAGE: 5,095 SF / 0.12 AC OR 63.2% FRONT YARD: SHELBURNE RD: 443 SF / 0.01 AC OR 48.4% SWIFT ST: 166 SF / 0.004 AC OR 21.8% 764 SHELBURNE ROAD LOT SIZE: 6,287 SF / 0.14 AC BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5% TOTAL LOT COVERAGE: 4,880 SF / 0.11 AC OR 77.6% FRONT YARD (SHELBURNE): 317 SF / 0.007 AC OR 35.6% 31 SWIFT STREET LOT SIZE: 46,359 SF / 1.06 AC BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9% TOTAL LOT COVERAGE: 35,300 SF / 0.81 AC OR 76.1% FRONT YARD: SHELBURNE RD: 196 SF / 0.004 AC OR 45.5% SWIFT ST: 1,142 SF / 0.03 AC OR 65.8% PARKING:36 SURFACE SPACES 27 GARAGE SPACES TOTAL:63 SPACES PROPOSED - OVERALL PUD 760 SHELBURNE ROAD PUD AREA: 60,700 S.F.SF / 1.39 AC BUILDING COVERAGE: ±17,210 SF / 0.04 AC OR 28.4% OVERALL COVERAGE: ±44,777 SF / 1.03 AC OR 73.8% FRONT YARD: SHELBURNE RD: ±903 SF / 0.02 AC OR 40.3% SWIFT ST: ±1,355 SF / 0.03 AC OR 53.1% 2 02/16/2023 CMJUtilities DDDDDDOH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER FINANCIAL INSTITUTION ±3,350 SF 14 8 S P E E D TA B L E ATM LANE 13 MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 GARAGE ENTRANCE D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 670 SF SITE AMENITY SPACE 1,840 SF SITE AMENITY SPACE 890 SF SITE AMENITY SPACE 210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 21821821721 5209206205.521221 3 DEDICATED PARKING FOR FINANCIAL INSTITUTE 216210211209Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. 1 02/09/2023 JADPlan RevisionsPROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Overall Site Plan C2-00 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:30 FT (COMMERCIAL 1) FRONT YARD:10 FT (PROPOSED PUD) SIDE YARD:10 FT REAR YARD:30 FT - N/A - CORNER LOT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% LOT INFORMATION: TAX MAP NO. 1540-00760 BOURNE GARY J, V. 188 P 137-8 17,553 SF / 0.42 AC TAX MAP NO. 0700-00031 BOURNE GARY V. 326 P 50-2 16,575 SF / 0.40 AC TAX MAP NO. 1540-00764 764 SHELBURNE RD LLC, C/O GARY BOURNE V. 1035 P 233-4 26,572 SF / 0.61 AC PROPOSED - INDIVIDUAL LOTS 760 SHELBURNE ROAD LOT SIZE: 8,054 SF / 0.18 AC BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6% TOTAL LOT COVERAGE: 5,095 SF / 0.12 AC OR 63.2% FRONT YARD: SHELBURNE RD: 443 SF / 0.01 AC OR 48.4% SWIFT ST: 166 SF / 0.004 AC OR 21.8% 764 SHELBURNE ROAD LOT SIZE: 6,287 SF / 0.14 AC BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5% TOTAL LOT COVERAGE: 4,880 SF / 0.11 AC OR 77.6% FRONT YARD (SHELBURNE): 317 SF / 0.007 AC OR 35.6% 31 SWIFT STREET LOT SIZE: 46,359 SF / 1.06 AC BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9% TOTAL LOT COVERAGE: 35,300 SF / 0.81 AC OR 76.1% FRONT YARD: SHELBURNE RD: 196 SF / 0.004 AC OR 45.5% SWIFT ST: 1,142 SF / 0.03 AC OR 65.8% PARKING:36 SURFACE SPACES 27 GARAGE SPACES TOTAL:63 SPACES PROPOSED - OVERALL PUD 760 SHELBURNE ROAD PUD AREA: 60,700 S.F.SF / 1.39 AC BUILDING COVERAGE: ±17,210 SF / 0.04 AC OR 28.4% OVERALL COVERAGE: ±44,777 SF / 1.03 AC OR 73.8% FRONT YARD: SHELBURNE RD: ±903 SF / 0.02 AC OR 40.3% SWIFT ST: ±1,355 SF / 0.03 AC OR 53.1% 2 02/16/2023 CMJUtilities DDDDDDOH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 21 2 213 2 11 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN SOL. #3 - 75"BUILT-IN TPCONTROLS FINANCIAL INSTITUTION ±3,350 SF ATM (4) BIKE RACKS ENCLOSED DUMPSTER S P E ED TA B L E PROPOSED 12' WIDE CROSS LOT CONNECTION MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0FDFDFDFD FDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DROP OFF AREA w/VEHICULAR PAVERS DDDDDDDDDD D D D D D DDDD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL STORMWATER TREATMENT STRUCTURE (TYPICAL) DETECTABLE WARNING (TYP.) MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK WALL (TYP.) FLUSH CURB (TYP.) WOODEN CURVED BACKLESS BENCH (TYP.) STAMPED CONCRETE PAVEMENT 2' BRICK PAVING CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) FLUSH CURB (TYP.) ADA SPACE w/VEHICULAR PAVERS FLUSH CURB (TYP.) DETECTABLE WARNING MODULAR BLOCK RETAINING WALL (TYP.) 4' WOOD PRIVACY FENCE RAISED PLANTER w/MODULAR BLOCK WALL STAMPED CONCRETE PAVEMENT METAL PERGOLA WOODEN CURVED BACKLESS BENCH (TYP.) STORMWATER TREATMENT AREA (TYP.) STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK RETAINING WALL (TYP.)D210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 218218217215209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSFD FD DD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (1) BIKE RACK CONCRETE SIDEWALK ±18" MODULAR BLOCK FREESTANDING WALL (TYP.) WOODEN CURVED BACKLESS WALL CAP BENCH (TYP.) EXISTING LIGHT FIXTURE TO REMAIN 216210211209"HEAD ACHE BAR" COORD. w/SHOP DRAWINGS CANOPY LIMITS POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP 10' x 12' TRANSFORMER w/SCREEN FENCEUPUP 21 3 214 2 1 6 217SB SB SB SB SB SB SB SB SBSBSBSBSB8 ENCLOSED DUMPSTER PROPOSED 12' WIDE CONNECTION FDFDFDFD FD FDFDFDFDFDGARAGE ENTRANCE D DDDD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) 4' WOOD PRIVACY FENCE 21221121020920821821721 5209206205.5212FD FD MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (1) BIKE RACK POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. 1 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Layout & Materials C2-01 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT GARAGE LEVEL ENTRANCE SCALE: 1" = 20' SEE ARCHITECTURAL PLANS FOR UNDERGROUND PARKING LAYOUT 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. 15°±VT GridMagnetic0 Feet Graphic Scale 20 40 60 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities RIM = 207.51DDDDDD OH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W APPROX. LOCATION EX. 8" WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) RIM = 215.5 8" iIN (N) = 206.7 (?) 10" iIN (E) =207.0 10" iOUT(W) = 206.9 CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 45'-8"78'-10"SOL. #3 - 75"BUILT-IN TP CONTROLS FINANCIAL INSTITUTION ±3,350 SF S P E E D TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0FDFDFDFD FDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDDD D D D D D DDDD D +2 1 1 . 5 5 +211.7 5 +2 1 1 . 9 +2 1 2 . 1 21 2 . 0 + +TC211.9 BC211.4 216.5 + +215. 5 21 7 . 0 + +214. 8 5 TC215.0 BC214.5 +214.8 5 TC213.6 BC213.0 +217.0 TW218.0 BW216.8 TS216.8 TC213.1 BC212.5 TS213.85 BS213.35 BS216.0 TW217.0 LEVEL TW217.0 LEVEL TW217.75 LEVEL BW213.25 TW217.75 LEVEL 214.5 TC211.5 BC211.0 TW217.75 LEVEL 215.5 215.25 +212.5 211.65 211.5 TW214.5 TW214.5 TW214.0 TW213.0 TC212.0 BC211.0 212.0+D210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 1 4 21821821721 5209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSFD FD DD D 2% MAX. 2% MAX. ±2%±4.2%216TW211.75 LEVEL BW209.5 TW211.75 LEVEL BW209.75 TW211.75 LEVEL BW209.75 TS210.0 BS209.5 TS210.0 BS209.5 TS210.0 BS209.5 +TS212.0 +212.0 +212.0 ±4.2%210211209UP UP UPUPSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Grading Plan C2-02 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities RIM = 207.51DDDDDD OH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W APPROX. LOCATION EX. 8" WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) RIM = 215.5 8" iIN (N) = 206.7 (?) 10" iIN (E) =207.0 10" iOUT(W) = 206.9 CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 45'-8"78'-10"SOL. #3 - 75"BUILT-IN TPCONTROLS FINANCIAL INSTITUTION ±3,350 SF S P E ED TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD DA 7 BIODD MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDDD D D D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 1 4 218218217215209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSSMH #1 RIM = 215.75 8" iIN = 207.27 6" iIN = 207.5 8" iOUT = 207.17 NEW 8" iIN = 207.0 6" iOUT = 209.0 SMH #2 RIM = 210.95 6" iIN (2) = 207.95 8" iOUT = 207.85 6" iOUT = 209.2 6" iOUT = 208.5 FD FD DD D 8" SDR 35 P V C s =0.004 ft./ft. DMH 2 RIM = 212.0 18" iIN (E) = 201.49 18" iIN (S) = 201.49 18" iOUT (NW) = 201.39 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY CURB INLET = 214.5' 8" iOUT = 211.3' 4" FOOTING DRAIN ASSUMED INV = 205.0 FILTERRA PEAK DIVERSION 6X10' MEDIA BAY CURB INLET = 210.5' 12" iOUT ~ 207.09' DMH4 RIM = 211.3 12" iIN (E) = 206.0 18" iIN (S) = 201.86 18" iOUT (N) = 201.76 OUTLET STRUCTURE 1 18" OVERFLOW GRATE = 215.75 12" iOUT = 212.0 OUTLET STRUCTURE 2 18" OVERFLOW GRATE = 209.83 12" iOUT = 206.0 FILTERRA INTERNAL BYPASS BIOSCAPE 4X6' MEDIA BAY 6" iIN = 210.5 6" iOUT = 207.8' OUTLET CONTROL STRUCTURE 4 RIM = 211.5 6" iIN (S) = 206.3 18" iOUT (W) = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY PARKING LOT CURB INLET = 208.4' NW CORNER INLET (TOP OF MEDIA) = 207.6' 8" iOUT ~ 205.2' DMH 1 RIM = 210.5 12" iIN (NE) = 205.0 18" iIN (E) = 201.15 18" iOUT (NW) = 201.05 NEW 18" iIN = 201.0 DMH 5 RIM = 211.85 12" iIN (E) = 202.39 6" iIN (FOOTING DRAIN) = 204.0 WITH FLAPPER VALVE AT END 8" iIN (W) = 202.39 18" iOUT (N) = 202.29 OUTLET STRUCTURE 3 18" OVERFLOW GRATE = 216.75 12" iOUT = 202.5 DMH 6 RIM = 209.0 8" iIN (S) = 204.0 8" iOUT (E) = 203.9 EXTENDED DETENTION THREE - 48" HDPE X 80' INVERT = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 6'X6' MEDIA BAY CURB INLET = 211.0 8" iOUT = 207.8' CURB INLET = 208.5 CB1 RIM = 212.0 12" iOUT = 210.75 DMH 3 RIM = 214.6 12" iIN (E) = 210.0 8" iIN (S) = 209.17 18" iOUT (W) = 204.17 TRENCH DRAIN AT ENTRANCE TO GARAGE (SEE DETAIL) GRATE = 207.0 6" ROOF DRAIN iOUT = 215.75 4" C900 DR14 1.5" C901 CTS POLY 4" TAPPING VALVE (TYP) 1.5" CURB STOP (TYP)6" C900 DR146" TAPPING VALVE (TYP)216210211209CB2 WITH CURB INLET 12" iIN = 209.8 12" iOUT = 209.7 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP 10' x 12' TRANSFORMER w/SCREEN FENCEUPUP Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Plan C3-01 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "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 1 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-01 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SD 010.1.4LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS TYPICAL BITUMINOUS PAVEMENT NOTES: 1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN. 2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR). 3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS. SECTION WEARING COURSE (TYPE III) (VAOT 406) BASE COURSE (TYPE II) (VAOT 406) CRUSHED GRAVEL (VAOT 704.05A FINE) GRAVEL BASE (VAOT 704.04) OR CRUSHED GRAVEL (VAOT 704.05A COARSE) MIRAFI 500X STABILIZATION FABRIC INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6" SAND BORROW AND CUSHION TO BE USED IN POORLY DRAINED SOILS OR OVER BEDROCK FOR ROADS AND SIDEWALKS (VAOT 703.03) UNDISTURBED SUBGRADE OR COMPACTED FILL A B C D E 1" = 1' DRIVEWAYS E 6 66 66 RESIDENTIAL COMMERCIAL 1 1/2 6 18 2 1/2 4 12 N/A 2 3 18 6 COMMERCIAL 2 PRIVATEROADS THICKNESS (INCHES) PARKING LOTS 1 2 12 6 1-1/2 2-1/2 12 6 RESIDENTIAL D B C A TYPICAL PAVED PARKING AREA BITUMINOUS PAVEMENT 1" FINISH COURSE TYPE IV 1-1/2" BASE COURSE TYPE II 3" TOPSOIL, SEED AND MULCH MIRAFI 500X ROAD STABILIZATION FABRIC 4" CRUSHER RUN GRAVEL 12" BANK RUN GRAVEL 6" SAND CUSHION TOP OF SUBGRADE 12" SHOULDER TRUDELL CONSULTING ENGINEERS LAST REVISED 03/02/2021 SD 010.1.7 1"=1' SD 010.1.8LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS TYPICAL PAVED PARKING AREA RECONSTRUCTION TOP OF SUBGRADE 1-1/2" BASE COURSE TYPE II 6-8" SEE EXISTING GRADE FINISHED GRADE GRIND IN PLACE RECYCLE EXISTING ASPHALT AND GRAVEL, & COMPACT NOTES: 1) SUBMIT SIEVE ANALYSIS / GRAIN SIZE DISTRIBUTION OF RECYCLED BASE TO ENGINEER FOR APPROVAL PRIOR TO PAVING. 2) IN CUT AREAS, VERIFY 12" MINIMUM OF GRAVEL EXISTS BELOW FINISHED GRADE. IF LESS THAN 12" OF GRAVEL CONTRACTOR SHALL CONSULT WITH ENGINEER AND OWNER. 3) RECYCLED GRAVEL BASE SHALL BE COMPACTED TO 95% DENSITY. NOTE 2 VARIES BITUMINOUS PAVEMENT 1" FINISH COURSE TYPE IV SHIM WITH CRUSHED GRAVEL AS NEEDED (VAOT 704.05A) SD 010.1.9LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS BITUMINOUS ASPHALT - VERTICAL BUTT JOINT 30" MIN 1 1/2" OVERLAY PAVEMENT SAW CUTGRAVEL BASE MATCH EXISTING GRADE APPLY TACK COAT PRIOR TO OVERLAY 1 1/2" EXISTINGPROPOSED BITUMINOUS PAVEMENT FINISHED GRADE SD 030.1.1 1/2 " = 1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL CONCRETE SIDEWALK SPECIFICATIONS: 1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET. 2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE EQUAL TO THE WIDTH OF THE SIDEWALK. 3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET. 4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK. 5)IF WET OR UNSTABLE SOIL CONDITIONS EXIST CONTACT ENGINEER FOR ADDITIONAL MEASURES SUCH AS UNDERDRAIN OR ADDITIONAL SUBBASE. 5" 6"6"VARIES NOTE: DISTANCES ARE TYPICAL AND MAY BE ALTERED FOR SPECIFIC SITE CONDITIONS. CONCRETE WEAR COURSE (4000 PSI) MINIMUM 18" GRAVEL BASE OWNER TO COORDINATE WITH OTHER DISCIPLINES (ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR. 18"30" #4 REBAR 30" O.C. BOTH WAYS SD 030.2.1LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS WARNING TEXTURE NOTES: 1.PER MUNICIPAL REQUIREMENTS PROVIDE CAST IRON TRUNCATED DOME PAD. 2.SEE SITE PLAN FOR LOCATION. ASPHALT ASPHALT SURFACES SHALL BE COMPOSED OF OIL BASED BITUMEN. COAL TAR ASPHALT IS NOT ACCEPTABLE, NOR WARRANTED. ASPHALT MUST CURE MINIMUM 20 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING OF ALL SURFACES. THIS ALLOWS TENSILE STRENGTH PROPERTIES OF BOTH MATERIALS TO MORE CLOSELY APPROXIMATE EACH OTHER. ANY ASPHALT AREAS REQUIRING DETECTABLE WARNING INSTALLATIONS SHALL BE COMPACTED WITH VIBRATORY ROLLERS OR APPROVED COMPACTION EQUIPMENT IN ADDITION TO STANDARD LOCAL CONDITIONS TO PROVIDE MAXIMUM COMPACTION OF ASPHALT ALLOWING THE GREATEST ADHESION. SEAL COAT PRODUCT SHALL NOT BE PLACED ON ASPHALT OR COAL TAR SEALERS. IF SURFACE HAS BEEN SEALED, GRIND ENTIRE AREA TO BE INSTALLED TO REMOVE ALL SEALERS. CONCRETE MINIMUM COMPRESSIVE STRENGTH 3000 PSI. CONCRETE MUST CURE FOR 15 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING. ALL CONCRETE COLORING/ADDITIVES SHALL BE INTEGRAL, NOT SURFACE APPLIED. ALL "SURFACE CURING" COMPOUNDS OR SEALERS SHALL BE REMOVED BY METHOD OF GRINDING ON ANY CONCRETE THAT IS LESS THAN 6 MONTHS OLD BEFORE PRODUCTS ARE INSTALLED. SURFACE FINISH SHOULD BE MEDIUM BROOM FINISH FOR MAXIMUM ADHESION. SURFACES ALL SURFACES TO BE CLEAN AND DRY. TRUNCATED DOMES AND ALL RELATED INSTALLED SURFACES TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE INSTALLATIONS SHALL BE AT MINIMUM, AT LEAST AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES. MIN. CAST IRON TRUNCATED DOME DETECTABLE WARNING DETAIL G ELEVATION F 0.2" G 1.40".90" F .80".45" E 1.50".65" D MAX. 2.40" PLAN 1.60" E D D E RAMP EDGE OF PAVEMENT NO CURB CAST IRON TRUNCATED DOMES. SEE SITE PLAN FOR LOCATION(S). 24" SIDEWALK SD 030.2.2LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS TYPICAL SIDEWALK LAYOUT 1/4"/FT. 5' 30"5'30"1/2" RADIUS TOOLED JOINT NOTES: 1.SUBMIT SHOP DRAWINGS ON GRID PATTERN FOR REVIEW BY ENGINEER PRIOR TO CONSTRUCTION. 2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS. 3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF SIDEWALK. 4.LAP BARS 30 BAR DIAMETERS. 5.EXPANSION JOINTS AT 20 FT. O.C.. 6.SEE SITE PLAN FOR SIZE AND LOCATION. 5" LAP BARS 30 BAR DIAMETERS REINFORCING BARS (TYPICAL)TOOLED JOINT (TYPICAL) EXPANSION JOINT MATERIAL 20' O.C.REINFORCING BARS SD 050.2.1LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS BIKE RACK 36"47"35"#4 REBAR 24" O.C. BOTH WAYS 6"18"6" PORTLAND CEMENT PAD CLASS "A" CONCRETE 2X 0.25" X 12.75" ANCHOR RODS 18" CRUSHED STONE WRAPPED IN 140N GEOTEXTILE FABRIC UNDISTURBED SOIL 6" P2 3/8" O.D. GALVANIZED STEEL SCHEDULE 40 PIPE WITH POWDERCOAT FINISH BLACK NOTE: SEE SITE PLAN FOR SIZE AND LOCATION. FINISHED GRADE SD 050.2.2TRUDELL CONSULTING ENGINEERS BIKE RACK LAYOUT 30" O.C.8'30"24"30"24" 16'-8" CONCRETE PAD BIKE RACK LOOP - INVERTED U NOTES: 1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS. 2.1 LOOP = 2 BICYCLE PARKING SPACES. 3.SEE SITE PLAN FOR SIZE AND LOCATION. LAST REVISED 03/03/2021 SD 010.7.1LAST REVISED 03/09/2021TRUDELL CONSULTING ENGINEERS APBA PARKING GUIDELINE PLAN VIEW 72" 24" 48" (36" min) 96" RECOMMENDED TO OBSTRUCTION (36" PREFERRED WHEN ADJACENT TO AUTO PARKING) BIKE RACK 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. PLANNIN G ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-02 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 02/09/2023 JADPlan Revisions 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-03 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SD 090.1.2 3/4" = 1'-0" LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS PAVEMENT CUT TRENCH6' MIN. COVER6"D+2' CL SAW CUT EXISTING PAVEMENT KEEP CUT AS NARROW AS PRACTICAL EXISTING BITUMINOUS PAVEMENT 1 1/2" MINIMUM BITUMINOUS TOP COURSE, TYPE III OR IV, 2" MINIMUM BITUMINOUS BASE COURSE, TYPE II, INCREASE AS NEEDED TO MATCH EXISTING, UNLESS INDICATED OTHERWISE CRUSHED GRAVEL GRAVEL BASE SAND CUSHION COMPACT BACKFILL SAME MATERIAL AS REMOVED IN 6" LIFTS TO 95% STANDARD PROCTOR SEE SITE PLAN FOR PIPE SIZE AND MATERIALD MATCH EXISTING ROAD SECTION UNLESS INDICATED OTHERWISE COAT WITH EMULSIFIED ASPHALT, (TYPICAL) NOTES: 1.IF PAVEMENT CUT IS WITHIN 4' OF EDGE, REMOVE TO EDGE AND RE-PAVE. 2.IF NECESSARY THE SHOULDER SHALL BE REPLACED TO EQUAL OR BETTER CONDITION THAN PRE-CONSTRUCTION. 3.ALL EXISTING PAVEMENT MARKINGS SHALL BE RE-PAINTED AS NEEDED. 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 ATM Details C8-11 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT DDDDDDOH OH OH UPUPUPUPUPUPUPUP1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W FINANCIAL INSTITUTION ±3,350 SF S P E ED TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDDD D D D D D DDDD DDW W W W WWWWWWWWSSSSSSSSSSSDD D 180120 90 OUTSIDE SWEPT PATH PATH OF FRONT WHEEL INSIDE SWEPT PATH 6030 STEERING LOCK ANGLE = 40.0 deg. ACHIEVED STEERING ANGLE: 30 deg. SWEEP ANGLE: 20.6 deg. 60 deg. SWEEP ANGLE: 30.2 deg. 90 deg. SWEEP ANGLE: 34.9 deg. 120 deg. SWEEP ANGLE: 37.3 deg. 180 deg. SWEEP ANGLE: 39.3 deg. So Burlington Fire Truck TCE [ft] Copyright (c) 2012, Transoft Solutions 56.0 ft4.0 ft 36.0 ft 10.0 ft 8.5 ft 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. PLANNIN G ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 E1-01 02/01/2023 1" = 20' 22-523 RMP CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 15°±VT GridMagnetic0 Feet Graphic Scale 20 40 60 Emergency Vehicle PRIVACY WALL,TYP.57"x30"6'-3" HOLD 57"x30"6'-3" HOLD 57"x30"6'-3" HOLD36x72 36x60 54X19 36x60 54X19 FUT.ATM FUT.ATM 54X19 36x72 36x60 54X19 EXISTING BUILDING TO REMAIN (6,000 SF) FINANCIAL INSTITUTION ±3,350 SF S P E ED TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDDD D D D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 21821821721 5209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSFD FD DD D 216210211209UP UP UPUPOH OH OH UPUPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER (3) AF (1) PS (6) RR (5) CAH (1) AF (6) PVN (6) SJL (1) NS (8) PVN (1) VT (1) AB (1) AAM (12) CAK (6) JH (1) PS (1) AAM (13) JH (20) CAK (3) HAL (11) JH (33) CAK (10) CAK (9) JH (9) CAK (10) PVM (21) SAW (12) HAI (2) CC (22) TM (1) CC (3) GT (6) MML (8) PVN (10) SJL (1) PS (4) CAH (3) RS (5) CS (1) CV (1) IVF (3) CS (6) AD (1) CV (1) IVF (3) CS (2) AAM (1) IVF (1) IVF (10) AD (1) AAM (3) VT (75) LS (1) AB (3) RS (1) BN(7) BM (1) CC (9) SAW (1) HSS (3) BN (1) NS (3) HAP (1) CS (3) BM (3) RS(3) BM (102) LS (1) HSS (26) HS,HMA INTERMIXED IN GROUPS OF 5 OR MORE (6) SAW (8) PVN (4) CAH (1) IVM (1) IVF (1) MML (1) BM (11) RAG (68) LS (1) HSS (1) HSS (1) HSS (1) HSS (1) HAL (1) BM (3) TM (1) TM (6) PVN (6) HS (1) HSS (3) RS (13) AD DA 7 BIO: (14) AN (14) SR (8) IVE (14) SH (14) PVN DA 1 BIO: (12) AN (12) SR (8) IVE (12) SH (12) PVN DA 3 BIO: (11) EP (11) SR (9) IVE (11) SH (11) PVN (36) HS, HMA INTERMIXED IN GROUPS OF 5 OR MORE (1) MML (4) SAW (1) MML (5) HAI (8) HS (1) HSS (1) HSS (1) AMS (15) HS (1) BM (1) HSS (1) HSS (3) HAL (8) HS(1) BM (1) HAL (1) HSS (1) HSS (5) HS (6) RAG (6) HAI (1) HS (1) IVM (1) PS (1) AAM (8)RAG (1) AAM (1) HAL (22) RR (7) RAG (8) SBT (7) CAH(1) NS (3) SJL (16) RAG (5) SJL (25) RAG (5) VTB (7) PVN (10) SBT (7) PVN (27) EP 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 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. Landscape Plan LA-1.0 01/20/2023 1" = 20' 22-523 EKT CMJ LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 02/09/2023 LETPlan Revisions PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION 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 METAL TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON WALL. Plant Schedule 1 2 02/16/2023 LETPlan Revisions 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 Field Book: For Local Permitting Only 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. PLAN NING ENVIRON MENTAL Site Details LA-2.1 01/20/2023 22-523 EKT CMJ LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL PRODUCT INFORMATION: DESCRIPTION: TREX PERGOLA MANUFACTURER: STRUCTUREWORKS MODEL: SHADOW SERIES CONTACT INFO: NAME: TREX PERGOLA WEBSITE: trexpergola.com/trex-pergola-shadow/ PHONE: 800-908-4965 OR APPROVED EQUAL CURVED BENCH NTS PERGOLA NTS PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL CURVED BENCH-WALL CAP NTS WOOD SHALL BE TOP GRADE, NORTHERN WHITE CEDAR OR APPROVED EQUAL. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. OR APPROVED EQUALWOOD PRIVACY FENCE NTS DDDDDDOH OH OH UPUPUPUPUPUPUPUPSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W GAS METER D D W W W W WWWWWWWWSSSSSSSSSSSA A A A A A A A AB B B B B B B B B B C B B B B B B B MULTIFAMILY RESIDENTIAL 27 DU MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FINANCIAL INSTITUTION A A D D E E E A B B F F 15°±VT GridMagneticSheet 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. PLANNIN G ENVIRON MENTAL Lighting Plan LI-01 Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 01/20/2023 1" = 20' 22-523 PJM CMJ JAD 0 Feet Graphic Scale 20 40 60 CALC ZONE #1 CHASE PARKING SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP A 30 white LEDs B LED NOTES: 1.AREA LIGHT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR LIGHTING INSTALLATION. 2.DISCREPANCIES BETWEEN THIS SHEET 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. 4.POLE-MOUNTED FIXTURES TO BE SET WITH A 17-FT MOUNT HEIGHT ABOVE GROUND ELEVATION. 5.BUILDING-MOUNTED FIXTURES TO BE SET PER ARCHITECTURAL PLANS. 20 12 LEGEND 0.1 FOOTCANDLES (fc) 0.5 FOOTCANDLES (fc) 1.0 FOOTCANDLES (fc) 2.0 FOOTCANDLES (fc) 1.1 fc 1.8 fc AVG. ILLUMINATION (HORIZONTAL) C LED1 Site Light MANUFACTURER Galleon Wall Luminaire - Type IV 1 N/A 2.8:1 19.7 fc 10.6 fc MAX. POINT ILLUMINATION UNIFORMITY RATIO (AVG:MIN) 0.0 fc 0.8 fc MIN. POINT ILLUMINATION COOPER LIGHTING SOULTIONS McGRAW-EDISON (FORMERLY EATON) WAC Lighting Landscape Forms LE330-T4-HO-CLR WS-W5516 A111914 GWC-SA1C-730-U-SL 4 PREFERRED FINISH GRADE POSITION 4 1/2"3'-0" MIN.FINISH GRADE POSITION WHEN REQUIRED BY LOCAL CODE 3/4" x 25" x 3" HOT-DIPPED GALVANIZED STEEL THREADED ANCHOR BOLTS AS REQD. FOR MIN. FROST DEPTHAS REQD. FORMIN. FROSTDEPTHVERIFYW/ LOCALCODER1/2" COMPLY WITH A.C.I. MIN. CONCRETE COVER REQUIREMENTS AREA LIGHT FIXTURE POLE AND BASE SHROUD ASSEMBLY- REFER TO LIGHT FIXTURE SCHEDULE 1'-4" MIN.VERIFY WITHCONCRETE COVERREQUIREMENTSR5 1/ 2" CONCRETE POST BASE ANCHOR BOLT POSITIONS SECTION PLAN AREA LIGHT FIXTURE POLE AND BASE SHROUD ASSEMBLY- REFER TO LIGHT FIXTURE SCHEDULE UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL AS REQUIRED CONDUITS FOR ELECTRICAL CIRCUITING AND GROUND ROD- REFER TO ELECTRICAL DRAWINGS AND FIXTURE SPECIFICATIONS FOR SIZES AND POSITIONS HAND HOLE HT. OF CONC. POST BASE TO BE 3'-0" ABOVE FIN. GRADE WHERE LOCATED WITHIN 24" OF PARKING SPACES IN CLIMATE ZONES 5-7 AT OFF-PREMISES ATM PROJECTS, PROVIDE A 1" SEAL-TITE CONDUIT FROM SECURITY EQUIP. LOCATION AREA LIGHT POLE BASE Architectural Wall Light - Twilight D N/A2 E LED3Chase Building CanopyFORMA LIGHTING BULLET 127 - RECESSED C-LITE C-CP-C-SQ-3L-40K-XXX 3499BB12-804032 ATM Canopy MIXED-USE PARKING SWIFT ENTRANCE 1.2 fc 1.4 fc 6.0:1 3.5:1 2.8 fc 2.8 fc 0.2 fc 0.4 fc F LED2Pureform Bollard - Type VGardco Signify PBL-14-L-100-NW-G2 1 02/09/2023 JADPlan Revisions OHP OHP OHP OHP OHPOHPROUTE 7 OVERHEAD LANEASSIGNMENT SIGN BASESSWIFT STREETSHELBURNE ROAD / U.S. ROUTE 7 1 STORYCOMMERCIALBUILDING1 STORYCONVENIENCESTOREGASPUMPCANOPY1 STORYVACANTBUILDINGS58°14'55"W55.80'S85°58'09"E239.14'N03°57'18"E 139.50'S85°22'45"E44.66'N86°35'46"E78.84'S86°15'14"E118.15'N 04°37'15" E7.00'1/2" IRF 0.15' A.G.0.36' S59°05'12"EOF COMPUTED CORNER1" IPF, LS 480.85' S55°00'19"EOF COMPUTED CORNERPAVED DRIVEPAVED DRIVEPAVED DRIVEOHP 49.5' SEE NOTE 4CMFDIST0.5' B.GCMF DIST0.5' A.G 4.06' S03°57' 18" W OFCOMPUTEDPOINTSIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OFSOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OFTHE CITY OF SOUTH BURLINGTON LAND RECORDSSIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THECITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDSSEE NOTE # 6 SHEDSHED88.27'N 04°26'54" E125.16'N 03°36'48" EIRSIRSIRSIRSIRSIRSIRSS 04°30'09" W 223.43'42.84'55.80'32.47'92.32'N 85°05'43" W 198.01'121.57'52.19'24.24'N 05°22'46" E 253.1 0 ' 137.10' 116.00'0FeetGraphic Scale30609015°±VT Grid Magnetic Gary Bourne & 764 Shelburne Road, LLC.Parcel ID#'s:1700-00031,1540-00760, 1540-0076431 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd.South Burlington, VermontSubdivision of Lands ofMJB & DLH08/03/20221"=30'DLH & DBM22-523N/AS1-0122-523SOUTH BURLINGTON CITY CLERK'S OFFICERECEIVED FOR RECORDAT _____________ O'CLOCK ____________ MINUTES________ M______________________________________A.D. 202_________AND RECORDED IN SLIDE_______________________ATTEST____________________________________ CITY CLERKParcel ID#:1540-00792MOUNTAHA HANDYREVOCABLE TRUSTv. 691 p. 28-32Parcel ID#: 1700-00045TKHS, LLCv. 1059 p. 134Parcel ID#:1540-00730THERESA M. LEE LIVING TRUSTv. 924 p. 137-139Parcel ID#: 1700-00031LOT 3GARY BOURNEv. 326 p. 50-5231 SWIFT STREET16,575 S.F. BEFORE46,359 S.F. AFTERNOTES1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH,INCLUDING THE USE OF THE FOLLOWING PLANS;A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON,VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDEDIN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTEPROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY,1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OFTHE CITY OF SOUTH BURLINGTON LAND RECORDS.C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY &JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BYWARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OFSOUTH BURLINGTON LAND RECORDS.2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST23, 2021 NAD 83 (2011)3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAYAND/OR COVENANTS.4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OFRECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 AREBASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OFTRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOURENGINEERING CONSULTING.5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPSSTAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATIONFOUND IS AS NOTED.6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TONEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED INVOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREETBEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT.7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT,CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TOVERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THECITY OF SOUTH BURLINGTON LAND RECORDS.8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON RODSHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2.9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTYLINES BETWEEN LOTS 1, 2 AND 3.N/FLEGEND:EXISTING PROPERTY LINEABUTTING PROPERTY LINEEXISTING PROPERTY LINE PROPOSED TO BE REMOVEDPROPOSED NEW PROPERTY LINESIDELINE OF EASEMENTCHAIN LINK FENCEOVERHEAD WIRENOW OR FORMERLYIRON PIPE FOUND (IPF)CONCRETE MONUMENT FOUND (CMF)IRON REBAR (TO BE SET)IRON REBAR FOUNDSURVEY POINT - NO MARKER FOUND OR SETIRSIRFThis 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 #:TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATIONABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS,AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THEREQUIREMENTS OF 27 VSA SECTION 1403. DATEDTHIS __________ DAY OF _______________, 2023_________________________________________DOUGLAS L, HENSON, L.S. 656OHPDLH2-7-23RECONFIGURED LOTS1Parcel ID#: 1540-00760LOT 1GARY BOURNEv. 188 p. 137-138760 SHELBURNE ROAD17,553 S.F. BEFORE8,054 S.F. AFTERParcel ID#: 1540-00764LOT 2764 SHELBURNE ROAD,LLCv. 1035 p. 233-234764 SHELBURNE ROAD26,572 S.F. BEFORE6,287 S.F. AFTERPROJECT LOCATION DRIVE UP ATMWEST ELEVATION(PARKING) DRIVE UP ATMEAST ELEVATION(ADJACENT TENANT) DRIVE UP ATMSOUTH ELEVATION(TAUNTON AVE.) DRIVE UP ATMNORTH ELEVATION(ADJACENT TENANT) DUMPSTER ENCLOSUREEAST ELEVATION(PARKING) DUMPSTER ENCLOSUREWEST ELEVATION(PAWTUCKET AVE.) DUMPSTER ENCLOSURENORTH ELEVATION(ADJACENT TENANT) DUMPSTER ENCLOSURESOUTH ELEVATION(TAUNTON AVE.) Chiseled Limestone(Cream)Painted CorrugatedSteel Decking (Beige) DRIVE UP ATMEAST ELEVATION(PARKING) DRIVE UP ATMNORTH ELEVATION(SWIFT STREET) DRIVE UP ATMWEST ELEVATION(SHELBURNE ROAD) DRIVE UP ATMSOUTH ELEVATION(PARKING) DUMPSTER ENCLOSUREWEST ELEVATION(SHELBURNE ROAD) DUMPSTER ENCLOSURENORTH ELEVATION(SWIFT STREET) DUMPSTER ENCLOSURESOUTH ELEVATION(PARKING) DUMPSTER ENCLOSUREEAST ELEVATION(PARKING) T.O. PARAPET21'-6"T.O. PARAPET19'-4"T.O. PARAPET18'-0"ACM ROOF EDGE12'-7"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. PARAPET21'-6"T.O. PARAPET19'-4"T.O. PARAPET18'-0"ACM ROOF EDGE12'-4"T.O. SLAB0'-0"T.O. WINDOW OPENING15'-0"T.O. WINDOW OPENING10'-0"1EAST ELEVATION (PRIMARY PARKING)SCALE: 1/4"=1'-0"2NORTH ELEVATION (SWIFT STREET)SCALE: 1/4"=1'-0"A-2.00EXTERIOR ELEVATIONSJPMORGAN CHASE BANK 720 Shelburne Road1521451-0012/16/2021PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTION T.O. PARAPET21'-6"T.O. PARAPET19'-4"T.O. SLAB0'-0"T.O. PARAPET21'-6"T.O. PARAPET19'-4"T.O. PARAPET18'-0"T.O. SLAB0'-0"T.O. WINDOW OPENING12'-7"T.O. WINDOW OPENING15'-0"T.O. WINDOW OPENING10'-0"T.O. PARAPET17'-0"1WEST ELEVATION (SHELBURNE STREET)SCALE: 1/4"=1'-0"2SOUTH ELEVATION (FUTURE STORE)SCALE: 1/4"=1'-0"A-3.00EXTERIOR ELEVATIONSJPMORGAN CHASE BANK 720 Shelburne Road1521451-0012/16/2021PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTION EAST ELEVATION (PRIMARY PARKING)WEST ELEVATION (SHELBURNE STREET)NORTH ELEVATION (SWIFT STREET) SOUTH ELEVATION (FUTURE STORE)16'-8"3'-3"16'-11"3'-012"13'-612"3'-012"10'-4"2'-0"9'-1112"78'-912"45'-71 2" 9'-111 2"2'-0"26'-11"3'-9"3'-0"16'-8"20'-2"3'-012"13'-612"3'-012"16'-11"3'-9"12'-4"3'-4"2'-7"3'-6"21'-3"A-1.00PROPOSED PLANJPMORGAN CHASE BANK 720 Shelburne Road1521451-0012/16/2021PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTION1PROPOSED PLANSCALE: 1/4"=1'-0" NORTHRabideau Architects 550 Hinesburg Road Suite 101 South Burlington. VT 05403 802 863 0222 Rabideau-Architects.com DRAWING INDEXARCHITECTURAL SYMBOLS 214 A B 12 CL 2 5 12 102.5' A 107 TITLE LINE DWG. NO. SHEET NO. DWG. NAME ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ELEVATION SECTION MARKER DETAIL MARKER DOOR NUMBER WINDOW TYPE REFERENCE GRID CENTER LINE ROOM NUMBER ELEVATION TAG SPOT ELEVATION PARTITION TYPE ROOF SLOPE INDICATION REVISION NORTH ARROW CHANGE IN ELEVATION1" DN.3/7/2023 9:17:50 AMMIXED-USE BUILDING SOUTH BURLINGTON, VERMONT BOURNE PROPERTIES ARCHITECTURAL SHEET LIST SHEET #SHEET NAME A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A501 WALL SECTION 'A' A901 3D VIEWS UNIT COUNT BREAKDOWN NAME UNIT TYPE AREA COUNT TWO BEDROOM TYPE 'A'965.78 SF 1 TWO BEDROOM TYPE 'B'991.97 SF 1 ONE BEDROOM TYPE 'C'819.62 SF 1 TOTAL # OF UNITS 3 REVISIONS No.Description Date D PRELIMINARY / FINAL PLAT SUBMISSION 01/20/2023 1 COORDINATION SET 01/25/2023 E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED 02/07/2023 2 SIDING AND FLOOR TYPE REVISIONS 02/20/2023 F REVISED PER STAFF COMMENTS 03/06/2023 1 1 A A D D 2 2 3 3 LEASE SPACE # 2 2010 SQUARE FEET B B 4 4 LEASE SPACE # 1 903 SQUARE FEET C C 19' - 4"13' - 8"34' - 0" 67' - 0" 5 1/2" 25' - 7" 5 1/2" 3' - 8 1/2" 3 1/2" 2' - 6" 5 1/2" 33' - 1" 5 1/2" 19' - 4"13' - 8"34' - 0" 67' - 0" BIKE STORAGE 104 47' - 0"1' - 0"45' - 0"1' - 0"5 1/2"46' - 1"5 1/2"4' - 4 1/2"9' - 4"9' - 4"9' - 4"9' - 4"4' - 4 1/2"5 1/2" 18' - 5" 5 1/2" 13' - 8" 5 1/2" 33' - 1" 5 1/2" 3' - 2 1/2"6' - 0"6' - 0"3' - 2 1/2" TOILET 107 MAIN ENTRY 3' - 2 1/2"12' - 0"3' - 2 1/2" 1' - 3 1/2" 4' - 0"1' - 5"2' - 5"14' - 1 1/2"14' - 1 1/2"2' - 5" 2' - 5"12' - 4"3' - 7"12' - 4"2' - 5"3' - 6"6' - 8"3' - 6"3' - 3"13' - 0"13' - 7"13' - 0"3' - 3"5 1/2"46' - 1"5 1/2"1' - 0"45' - 0"1' - 0"47' - 0"1' - 0"3' - 1"3' - 2 1/2" VALVE CLOSET 105 18' - 5" 8" 47' - 0" 4' - 2 1/4"8"42' - 1 3/4" 1' - 5 1/4" 8" 6' - 6" 5 1/2" 33' - 1"1' - 0"4' - 1"5 1/2"19' - 9 1/2"5 1/2"7' - 6"5 1/2"11' - 4"1' - 0"1' - 0"11' - 4"5 1/2"7' - 6"5 1/2"15' - 0 1/2"5 1/2"6' - 0 1/2"3 1/2"2' - 6"1' - 0"8"4' - 1"7 1 1 1 1 1 3 1 347 7 7 7 7 7 7 7 7 7 101 105 102 103 104 A A A A A B A B B B G J K L JH 108 1 A460 1 A501 1 A502 RESIDENTIAL STAIR 103 1 A503 1 A504 1 A301 1 A301 107106 12' - 2 1/2" 5 1/2" 5' - 9"5' - 9" 5 1/2" 40' - 9 1/2" 7 A420 5 5 5 5 5 5 TOILET 106 M 101 102 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA101FIRST FLOOR PLANMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22 1/4" = 1'-0"1 FIRST FLOOR PLAN REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/2023 1 1 A A D D 2 2 3 3 B B 4 4 C C 67' - 0" 19' - 4"13' - 8"34' - 0" 6' - 4 1/2"5' - 8"2' - 0"4' - 1" 67' - 0" 19' - 4"13' - 8"34' - 0"47' - 0"1' - 0"45' - 0"1' - 0"2-BEDROOM UNIT 201 1-BEDROOM UNIT 203 2-BEDROOM UNIT 202 MECHANICAL 202 47' - 0"8' - 7"7' - 11 1/2"3' - 11"3' - 9"8' - 7" 3' - 6"1' - 10"4' - 2 1/2"4' - 0"1' - 10 1/2"6' - 2"2' - 11 1/2"2' - 11"6' - 2"4' - 2 1/2"5 1/2"12' - 1 1/8"3 1/2"12' - 1 7/8"8"6' - 1"3 1/2"14' - 6"5 1/2"6' - 6 1/2"5' - 6 5/8"6' - 6 1/2"7' - 11 1/2"1' - 0"45' - 0"1' - 0"3' - 8"4' - 6"3' - 4 1/2"1' - 7 1/2"7' - 5"2' - 11"18' - 5"8"6' - 7 1/2"1' - 11" 5 1/2" 1' - 0" 5 1/2" 1 A501 1 A502 1 A503 1' - 9 1/2"3' - 6" 1 A504 CORRIDOR / STAIR 2015' - 11 1/2"3 1/2"4' - 1"12' - 1" 3 1/2" 1' - 8 1/2" 3 1/2" 4' - 0 1/2"1' - 11"2' - 2"3' - 3 1/2"2' - 11 1/2"7' - 4 1/2" 5 1/2" 3' - 3" EQ EQ3' - 10"3 1/2"1' - 10 1/2"5 1/2"1' - 10"3 1/2"2' - 0"3 1/2"13' - 9 1/2"EQEQEQEQEQEQ24' - 6 1/2"12' - 5"3 1/2"5' - 2"3 1/2"2' - 1"3 1/2"4' - 0"1' - 10" 5 1/2" 5' - 0 5/8" 3 1/2" 2' - 0 5/8" 3 1/2" 3' - 11 3/4" 3 1/2" 3' - 10" 3 1/2" 6' - 10 1/2" 2' - 0 3/4"1' - 11"1' - 0"10' - 0" 5 1/2" 7' - 4 3/4" 3 1/2" 3' - 11 3/4" 3 1/2" 3' - 8" 5 1/2" 3' - 3 1/2" 3 1/2" 3' - 3 1/2" 3 1/2" 4' - 0" EQ EQ EQ EQ 4' - 11 1/2"1' - 11"3 1/2"2' - 7"3 1/2"5' - 11"1' - 11"4' - 0"EQ EQ 11' - 2"3 1/2"4' - 10"3 1/2"3' - 8"3 1/2"2' - 11"1' - 11"EQEQ4' - 9 1/4" 3 1/2" 3' - 8" 3 1/2" 10' - 7 3/4" 3 1/2" 3' - 11 1/2" EQ EQ EQ EQ 1' - 11"2' - 0 1/2"10' - 3"1' - 11"3 1/2" 2' - 8" 3 1/2" 3' - 5" 3 1/2" 5' - 8"3' - 4 5/8"3 1/2"17' - 2 3/8"2' - 0"3 1/2"2' - 4"2' - 8"2' - 1"1' - 11"1' - 11"2' - 11"8' - 6 1/2"10' - 2"5 1/2"20' - 8 1/2"5 1/2"12' - 3 1/2"10' - 4 1/2" 3 1/2" 3' - 5" 3 1/2" 4' - 0 1/2"8"5' - 1 1/2" BEDROOM BEDROOM W.I.C. HALL CLOSETLAUNDRYCLOSETBATH LAUNDRY KITCHEN COATS BEDROOM BEDROOM W.I.C. HALL BATH HALL LINEN COATS PANTRY COATS LAUNDRYKITCHEN BATH W.I.C. BEDROOM LIVING / DINING LIVING / DINING LIVING / DINING KITCHEN D D D D D E E DDDDD DD G G C U4 U3 U2 U2 U2 U2 U1B U9 U4 U4 U1B U4 U3 U2 U4 201 U4 U8 U1A U3 U7 U5 U5 U6 CD CD CD SD SD SD SD SD SD SD SD SD FE FEFE FE 1 A301 1 A301 7 7 7 77 4 4 4 4 4 4 4 4 5 44 5 6 4 4 1 2 1 2 2 2 4 2 4 4 4 1 4 4 4 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 4 2 A460 ROOF HATCH ABOVE ROOF ACCESS LADDER A420 A420 A420 3 4 5 6 1 2 U4 4LINEN 3' - 9"1' - 11" 1' - 4"1' - 4"12' - 2"3 1/2"2' - 0 1/2"3 1/2" 9' - 0" U6 3' - 0"9 1/2"3 1/2"5' - 0"5 1/2" 18' - 5" 5 1/2" 5' - 4"8"2' - 1" 3 1/2" 5' - 3 1/2" 5 1/2" 8' - 2 1/2" 3 1/2" 11' - 0" 3 1/2" 13' - 3 1/2" 5 1/2" 3' - 2 1/2"6' - 0"6' - 0"3' - 2 1/2" DCD4' - 4 1/2"5' - 4 1/2"5 1/2"10' - 6"3 1/2"10' - 4"3 1/2"5' - 0"3 1/2"8 1/2"5 1/2"8' - 2"3 1/2"9' - 9"5 1/2"4' - 4 1/2"6' - 1 1/2"C C 5 1/2" 14' - 0 1/2" 3 1/2" 4' - 1" 5 1/2" 8' - 9" 5 1/2" 4' - 5 1/2" 5 1/2" 20' - 5 1/2" 3 1/2" 12' - 4" 5 1/2"6' - 0"3 1/2"4' - 2 1/2"4' - 1"1' - 11"SYMBOL LEGEND PHOTOELECTRIC-ONLY SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN ALL SLEEPING ROOMS, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE SLEEPING ROOMS AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMENT. ALARMS MUST BE HARD-WIRED INTO THE HOME ELECTRICAL SYSTEM, AND MUST ALSO HAVE A BATTERY BACKUP. ALL SMOKE ALARMS SHALL BE INTERCONNECTED; IF ONE SOUNDS AN ALARM, THEY ALL SOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT CEILING NO CLOSER THAN 4" FROM THE ADJOINING WALL SURFACE. MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 12" FROM THE ADJOINING CEILING SURFACE. DO NOT INSTALL A SMOKE ALARM WITHIN 36" OF A CEILING SUSPENDED FAN, A SUPPLY REGISTER, THE DOOR TO THE BATHROOM OR KITCHEN. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE (CO) ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENTS. COMBINATION SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTOELECTRIC SENSORS IN THE SAME ALARM ARE NOT PERMITTED. PER 2015, VERMONT FIRE & BUILDING SAFETY CODE: NFPA 1, 13.6.3.1.1.4 PORTABLE FIRE EXTINGUISHERS INSIDE INDIVIDUAL APARTMENT OR CONDO UNITS SHALL BE PERMITTED TO BE 2-1/2 POUND DRY CHEMICAL CAPACITY. CARBON MONOXIDE (C0) DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS FOR ALL MULTI-FAMILY DWELLINGS. AN ADDITIONAL CO DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL-BURNING APPLIANCE. CO DETECTORS TO BE INSTALLED IN ACCORDANCE WITH NFPA 720. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON-DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP. FE SD CD GENERAL NOTES: 1.ORIENTATION OF DWELLING UNITS MAY VARY. SEE OVERALL FLOOR PLANS FOR ACTUAL LOCATIONS AND ORIENTATIONS. 2.AT WALLS BETWEEN ADJACENT ROOMS, ELECTRICAL OUTLET LOCATIONS, INCLUDING TV AND TELEPHONE OUTLETS, SHALL BE OFFSET 6" MIN. HORIZONTALLY FOR INSTALLATION. BACK TO BACK OUTLETS ARE NOT ALLOWED. (SEE DETAIL). 3.VERIFY TUB AND SHOWER SIZES PRIOR TO FRAMING SURROUNDING WALLS. NOTE THAT GYPSUM BOARD MUST BE CONTINUOUS BEHIND TUBS AND SHOWERS THAT ARE LOCATED ADJACENT TO RATED WALLS. 4.SEE SHEET A802 FOR REQUIREMENTS FOR USABLE KITCHENS AND USABLE BATHROOMS. 5.WALL BLOCKING MUST BE INSTALLED IN WALL LOCATIONS INDICATED BY THIS HATCH:SEE SHEET A802 FOR DIMENSIONAL REQUIREMENTS. FAIR HOUSING - ADAPTABLE NOTES: REFER TO A802 FOR FULL FAIR HOUSING GUIDELINES ADAPTABLE -A COMBINATION OF ACCESSIBLE AND ADAPTABLE ELEMENTS FOR MULTI-FAMILY DWELLING UNITS INCLUDING: 1.AT LEAST ONE BUILDING ENTRANCE ON AN ACCESSIBLE ROUTE. 2.THE PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO AND ARE USEABLE BY PEOPLE WITH DISABILITIES. 3.USABLE DOORS THAT ARE AT LEAST 34" WIDE PROVIDING A CLEAR OPENING OF AT LEAST 32", AND A THRESHOLD NOT GREATER THAN ½", TO ALLOW PASSAGE INTO AND WITHIN ALL DWELLING UNITS. 4.A ROUTE INTO AND THROUGH SINGLE STORY DWELLING UNITS, OR THROUGH THE PRIMARY LEVEL OF MULTI- STORY DWELLINGS UNITS, 36" WIDE, WITH 32" DOORWAYS AND LACKING ABRUPT CHANGES IN FLOOR SURFACE OR ELEVATION, SO THAT RESIDENTS AND GUESTS WITH DISABILITIES CAN SAFELY USE ALL ROOMS AND SPACES EXCEPT A BASEMENT AND GARAGE AND EITHER A RAISED OR SUNKEN AREA. THE ROUTE SHALL BE CONTINUOUS THROUGHOUT THE DWELLING UNIT AND NOT BE INTERRUPTED BY THE RAISED OR SUNKEN AREA. NO PART OF A KITCHEN OR BATHROOM MAY BE LOCATED IN A RAISED OR SUNKEN AREA UNLESS AN ACCESSIBLE ROUTE IS PROVIDED FOR THAT AREA. THE PRIMARY LEVEL OF MULTI-STORY DWELLINGS UNITS SHALL CONTAIN A USABLE BATHROOM OR POWDER ROOM. 5.LIGHT SWITCHES, ELECTRICAL OUTLETS AND ENVIRONMENTAL CONTROLS INCLUDING THERMOSTATS FOR HEATING, AIR-CONDITIONING AND VENTILATION SYSTEMS SHALL BE LOCATED WITHIN 15" TO 48" OFF THE FLOOR FOR FRONT REACH LIMITS AND 9" TO 54" FOR SIDE REACH LIMITS. 6.REINFORCEMENTS IN BATHROOM WALLS TO ALLOW LATER INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB, SHOWER STALL AND SHOWER SEAT, WHERE SUCH FACILITIES ARE PROVIDED. 7.USEABLE KITCHENS AND BATHROOMS, DESIGNED SUCH THAT AN INDIVIDUAL IN A WHEELCHAIR CAN MANEUVER ABOUT THE SPACE, IN ACCORDANCE WITH THE MANDATORY PROVISIONS OF THE FAIR HOUSING ACT DESIGN MANUAL CHAPTER 7. NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA102SECOND FLOOR PLANMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22 1/4" = 1'-0"1 SECOND FLOOR PLAN REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/2023 1 1 A A D D 2 2 3 3 B B 4 4 C C 1 A501 1 A502 1 A503 1 A504 8 A710 2 A103 TYP.1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. APPLY 'BITUTHANE' ICE AND WATER SHIELD UP SIDEWALLS OF ADJACENT WALLS A MIN OF 2'-0" VERTICALLY (WHERE ALLOWED) AND ALONG ROOF SURFACE A MIN. OF 2'-0" HORIZONTALLY. REDUNDANT ROOF DRAIN REQUIRED PER SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. REDUNDANT DRAIN SHALL DISCHARGE IN ACCORDANCE WITH SECTION 1108.2 OF THE IPC. (PROVIDE MODEL #Z165 BY 'ZURN' OR APPROVED EQUAL. PROVIDE 'BILCO E-50TB" INSULATED ROOF HATCH, OR APPROVED EQUAL EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. 1 A301 1 A301 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. RTU RTU SOLAR READY ZONE (SHOWN SHADED) 1,516 SF 53% OF TOTAL ROOF AREA ROOF DRAIN PROVIDE 6" MIN . INSULATION AT ROOF DRAINS AND SLOPE TO ROOF EDGE AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AT A PITCH OF 1/4" PER FOOT (MIN.) SEE SECTIONS FOR REQUIRED AVERAGE R- VALUE. TAPERED POLYISOCYANURATE RIGID INSULATION @ ROOF DRAIN SPRAY FOAM INSULATION @ UNDERSIDE OF ROOF DRAINS, PROVIDE R-20 MIN. (TYP.) SLOPE DOWN, ± 1/4 IN/FT ROOF EDGEH.P. SLOPE DOWN, ± 1/4 IN/FT ROOF EDGEH.P. SLOPE DOWN, ± 1/4 IN/FT MINIMUN6"SUMP AROUND DRAIN 2' - 0" TYPICAL SEE HORIZONTAL ASSEMBLIES FOR ROOF CONSTRUCTION DETAILS. ROOF NOTES: 1.ROOF MEMBRANE SHALL BE 60 MIL. SINGLE PLY TPO FASTENED WITH RHINO-BOND SYSTEM. COLOR TO BE GRAY. 2.SHEET METAL COPING/GRAVEL STOP SHALL BE PRE-FINISHED ALUMINUM, 20 GAUGE. COLOR AS SELECTED BE ARCHITECT. 3.ROOF DRAINAGE AND WALK-WAY PADS WITHIN THE ROOF-TOP EQUIP. SPACE SHALL BE DETERMINED BASED ON LAYOUT OF MECHANICAL EQUIPMENT. 4.SECONDARY (EMERGENCY OVERFLOW) DRAINS ARE REQUIRED IN ACCORDANCE WITH SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. 5.SLOPE 1/4" PER FOOT MIN. IS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS. 6.AVERAGE ROOF INSULATION VALUE TO BE R-44 MIN. PROVIDE MINIMUM 6" THICK AT ALL ROOF DRAIN LOCATIONS. NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE:As indicatedE:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA103ROOF PLANMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22REVISIONSNo.DescriptionDateC REVISED PER CIVIL COORDINATION12/16/2022D PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023G SOLAR ZONE ADDED03/23/20231/4" = 1'-0"1 ROOF PLAN 1 1/2" = 1'-0"2 ROOF DRAIN DETAIL SECOND FLOOR223'-4" FIRST FLOOR212'-0" 1 ROOF DECK233'-0" 2 3 4 E-2 E-3 E-4 E-4 E-5 E-6 E-7 E-8 E-10 E-11 E-13 E-12 E-13 E-12 E-13 AVERAGE PRE-CONSTRUCTION GRADE (211 FEET) 1 A503 L-1 L-1L-1 E-1 E-9 BUILDING HEIGHT26' - 8"FACADE LENGTH 67' - 0" GLAZING 3' - 0" GLAZING 4' - 0" GLAZING 3' - 0" GLAZING 3' - 0" GLAZING 3' - 0" GLAZING 12' - 4" GLAZING 12' - 4" SECOND FLOOR223'-4" FIRST FLOOR212'-0" A ROOF DECK233'-0" D BC E-3 E-4 E-6E-6 E-7 E-8 E-11 E-11 E-13 E-12 E-13 1 A504 1 A301 E-4 POSSIBLE OPAQUE GLAZING LOCATIONS (SHOWN SHADED) FACADE LENGTH GLAZING LENGTH GLAZING PERCENTAGE PRIMARY FACADE GLAZING 67'-0"40'-8"61%RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE:As indicatedE:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA201EXTERIOR ELEVATIONSMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22 1/4" = 1'-0"1 WEST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAY E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: DOVE GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: PEARL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK E-6 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED. E-9 GRANITE SILL COURSE. COLOR AS SELECTED E-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACK E-11 ENTRY CANOPY - STEEL AND GLASS ENTRY CANOPY E-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH.REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/2023TRANSPARENT GLAZING SCHEDULE TOTAL GLAZING OPENING - TRANSPARENT OPENING - OPAQUE TRANSPARENT GLAZING PERCENTAGE 1426.00 SF 1081.00 SF 345.00 SF 76% SECOND FLOOR223'-4" FIRST FLOOR212'-0" 1 ROOF DECK 233'-0" 234 E-2 E-3 E-4 E-5 E-5E-6 E-6 E-7 E-8 E-1 E-11 E-11 E-10 E-12 E-13 E-13 E-5 1 A502 L-1 L-1 L-1 L-1 L-1 E-4 E-9 E-10 POSSIBLE OPAQUE GLAZING LOCATIONS (SHOWN SHADED) SECOND FLOOR 223'-4" FIRST FLOOR 212'-0" A ROOF DECK233'-0" D E-4 E-7 E-8 E-1 E-11 E-11 E-12E-13 E-10 1 A501 1 A301 E-9 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA202EXTERIOR ELEVATIONSMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22 EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAY E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: DOVE GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: PEARL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK E-6 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED. E-9 GRANITE SILL COURSE. COLOR AS SELECTED E-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACK E-11 ENTRY CANOPY - STEEL AND GLASS ENTRY CANOPY E-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 NORTH ELEVATION REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/2023 SECOND FLOOR223'-4"FIRST FLOOR212'-0"1PER STRUCTURAL DRAWINGSTOP OF FOOTINGROOF DECK233'-0"F-1F-2F-3F-4F-5F-6F-7F-8F-9F-12F-4T-6T-7T-11T-9T-10T-10T-11T-17E-9E-7E-8T-1T-2T-8T-16T-7VARIES11"7' - 0"1' - 8 1/2"2 1/4"5' - 0"2' - 10"4' - 6"1' - 7 3/4"8' - 0 1/4"1' - 8 1/2"9' - 7 1/2"9' - 8"11' - 4"1/4" / 12"6A6212A6213A621F-11T-13F-101 1/2"5/8"7 1/4"1"1' - 3"4' - 1 1/4"3 1/2"5' - 0"3 1/2"4' - 10 1/2"3 1/2"7' - 0"1/2"4"1' - 4"E-4T-10T-1825' - 8 1/8"T-1T-2T-3T-5T-7T-8T-10T-11E-1E-8T-9T-10E-8T-7T-10E-7E-1E-10E-12T-2T-3R-4T-1R-1R-2R-8R-3R-5R-6R-7R-9E-131/4" / 12"R-81A7102A710•PROVIDE MASONRY CAVITY WALL OVER 1" MIN. AIR SPACE W/ STRUCTURAL BACK-UP. FACE SHALL BE AS SELECTED BYARCHITECT. COURSING INDICATED ON THE ELEVATIONS, SECTIONS, AND DETAILS. WHERE INFORMATION IS UNCLEAR, CONSULTARCHITECT FOR CLARIFICATION.•FINISH SEALANT JOINTS SHALL MATCH PROFILE AND COLOR OF TYPICAL MORTAR JOINTS.•PROVIDE 40 MIL. COMPOSITE SELF-ADHERED FLASHING, I.E., 'CCW-705-TWF' BY CARLISLE, OR APPROVED EQUAL, AT ALLWINDOW AND DOOR HEADS, SHELF ANGLES, BASE OF MASONRY WALL AND ELSEWHERE AS INDICATED OR AS OTHERWISEREQUIRED.LEGEND:GENERAL NOTES:ROOF:TYPICAL FLOOR:FOUNDATION:EXTERIOT MATERIALS:RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 3/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA501WALL SECTION 'A'MIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/20233/4" = 1'-0"1WALL SECTION 'A'E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR:CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAYE-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED.E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPEREQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE )E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED.E-9 GRANITE SILL COURSE. COLOR AS SELECTEDE-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACKE-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTEDE-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BECONCEALED. COLOR: BLACKF-1 CONCRETE FOOTING PER STRUCTURAL DRAWINGS.F-2 PROVIDE CONTINUOUS PERFORATED FOOTING DRAIN IF REQUIRED BY STRUCTURAL AND/OR CIVIL DRAWINGS.F-3 POURED IN PLACE CONCRETE FOUNDATION PER STRUCTURAL DRAWINGS.F-4 GRANULAR BASE COURSE PER STRUCTURAL DRAWINGS.F-5 PROVIDE VAPOR BARRIER PER STRUCTURAL DRAWINGS,F-6 POURED IN PLACE CONCRETE FLOOR SLAB PER STRUCTURAL DRAWINGS.F-7 PROVIDE 2" THICK RIGID INSULATION UNDER ENTIRE CONCRETE FLOOR SLAB. (R-10 MINIMUM)F-8 PROVIDE EXPANSION JOINT PER STRUCTURAL DRAWINGSF-9 PROVIDE MINIMUM R-10 RIGID INSULATION ON FACE OF FOUNDATION WALL EXTENDING TO TOP OF FOOTING.F-10 FILL WALL CAVITY BELOW LOWEST WEEPS WITH MORTAR SLUSH AT ALL LOCATIONS BELOW GRADE AND WHEREINDICATED.F-11 PROVIDE CMU STARTER COURSE(S) FOR BELOW GRADE AREAS.F-12 PROVIDE STRUCTURAL INSULATION PER STRUCTURAL DRAWINGSR-1 ROOF STRUCTURE PER STRUCTURAL DRAWINGS. (SEE HORIZONTAL ASSEMBLY DETAILS)R-2 ROOF SHEATHING PER STRUCTURAL DRAWINGS,R-3 RIGID POLYISOCYANURATE INSULATION BOARDS APPLIED MECHANICALLY DIRECTLY TO ROOF DECK. TAPERED ASREQUIRED FOR DRAINAGE (MIN. 1/4" PER FOOT). PROVIDE MIN. 6" TH. R-35 INSULATION AT ROOF DRAINS. SEEBUILDING ENVELOPE REQUIREMENTS FOR REQUIRED R VALUE OF ROOF.R-4 SPRAY FOAM INSULATION. FILL CAVITY TO REQUIRED R VALUE THICKNESS.R-5 EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING.R-6 PROVIDE EXTERIOR GRADE FIBERGLASS GYPSYM SHEATHING ON INSIDE OF PARAPET WALLS.R-7 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE.R-8 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL.R-9 CORNICE FRAMING. (SEE STRUCTURAL)T-1 EXTERIOR WOOD STUD WALL SYSTEM (SEE PARTITION ASSEMBLIES FOR DETAILS)T-2PROVIDE 2-1/2" THICK INSULATED R-12 ZIP SYSTEM. (SEE PARTITION ASSEMBLIES FOR DETAILS)T-3CAVITY INSULATION - MINERAL WOOL. PROVIDE R-21 MINIMUM.T-5FLOOR SYSTEM AND ASSOCIATED FRAMING PER STRUCTURAL DRAWINGS. (SEE HORIZONTAL ASSEMBLY DETAILS)T-6SOUND ATTENUATION BATTS. PROVIDE ADD/ALTERNATE FOR MIN R-30 IN FLOOR CAVITY.T-7 2X WOOD NAILERS AND BLOCKING (CONT.) NOTE: EXTEND 2X BLOCKING @ WINDOW AND DOOR OPENINGS AND TOP OFPARAPETS TO BE FLUSH WITH EXTERIOR OF ZIP SYSTEM SHEATHING. BLOCKING AT MECHANICAL VENTS MAY VARY.COORDINATE WITH VENT REQUIREMENTS.T-8PROVIDE 3/4" WINDOW STOOL AND APRON AT ALL WINDOWS. MATERIAL AND FINISH AS SELECTED BY ARCHITECT.T-9WINDOW/DOOR HEADER AS REQUIRED. FILL HEADER CAVITY WITH INSULATION. (SEE STRUCTURAL)T-10 PROVIDE FLASHING AT ALL DOORS, WINDOWS, LOUVERS, AND MISC. AREAS AS INDICATED.T-11 PROVIDE GYPSUM BOARD RETURNS AT ALL WINDOW/DOOR HEADS AND JAMBS.T-13 MASONRY VENEER ANCHORS.T-16 PROVIDE DRAINAGE PANELS IN CAVITY WALL AIR SPACE.T-17 40 MIL. COMPOSITE FLASHING, PROVIDE WEEP HOLES AT MASONRY WALLS.T-18 LEAD COATED COPPER FLASHING. 22 MIL., 16 OZ. PER SQFT. 24 GAUGE (0.0216" THICK). EXTEND A MIN ON 6"VERTICAL ALONG FACE OF EXTERIOR SHEATHING, WHERE POSSIBLE. ATTACH USING COPPER NAILS AND CAULK ALLSEAMS AND JOINTS. EXTEND FLASHING OVER FULL DEPTH OF MASONRY UNIT. ATTACH TO UNIT WITH CLEARADHESIVE SILICONE. HEM AND TURN DOWN TO FORM DRIP EDGE AT END OF UNIT. RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA9013D VIEWSMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/20231 SOUTHWEST PERSPECTIVE 2 NORTHEAST PERSPECTIVE NORTHRabideau Architects 550 Hinesburg Road Suite 101 South Burlington. VT 05403 802 863 0222 Rabideau-Architects.com DRAWING INDEXARCHITECTURAL SYMBOLS 214 A B 12 CL 2 5 12 102.5' A 107 TITLE LINE DWG. NO. SHEET NO. DWG. NAME ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ELEVATION SECTION MARKER DETAIL MARKER DOOR NUMBER WINDOW TYPE REFERENCE GRID CENTER LINE ROOM NUMBER ELEVATION TAG SPOT ELEVATION PARTITION TYPE ROOF SLOPE INDICATION REVISION NORTH ARROW CHANGE IN ELEVATION1" DN.3/7/2023 9:43:49 AMMULTI-FAMILY BUILDING SOUTH BURLINGTON, VERMONT BOURNE PROPERTIES REVISIONS No.Description Date A PRELIMINARY / FINAL PLAT SUBMISSION 01/20/2023 B REVISED PER STAFF COMMENTS 03/06/2023 ARCHITECTURAL SHEET LIST SHEET #SHEET NAME A000 COVERSHEET A101 GARAGE FLOOR PLAN A102 FIRST FLOOR PLAN A103 SECOND FLOOR PLAN A104 THIRD FLOOR PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A501 WALL SECTION 'A' A901 3D VIEW UNIT COUNT BREAKDOWN NAME UNIT TYPE COUNT TWO BEDROOM INCLUSIONARY 5 TWO BEDROOM TYPE 'A'12 TWO BEDROOM TYPE 'B'3 TWO BEDROOM TYPE 'C'6 TWO BEDROOM TYPE 'D'1 TOTAL # OF UNITS 27 UNIT BREAKDOWN BY FLOOR NAME UNIT TYPE AREA COUNT FIRST FLOOR TWO BEDROOM INCLUSIONARY 906.58 SF 2 TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'996.89 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 9 SECOND FLOOR TWO BEDROOM INCLUSIONARY 906.58 SF 2 TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'996.89 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 9 THIRD FLOOR TWO BEDROOM INCLUSIONARY 906.58 SF 1 TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'972.02 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 TWO BEDROOM TYPE 'D'906.58 SF 1 9 TOTAL NUMBER OF GUESTROOMS 27 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 2' - 0"27' - 10 1/2"103' - 9"27' - 10 1/2"2' - 0" 163' - 6"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" PARKING GARAGE 27 PARKING SPACES ELEVATOR VESTIBULE STORAGE / MECHANICAL STORAGE / MECHANICAL STAIR 'A' ELEVATOR BIKE STORAGE STAIR 'B' 1 A501 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA101GARAGE FLOOR PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022 1/8" = 1'-0"1 GARAGE FLOOR PLAN REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 2' - 0"27' - 10 1/2"103' - 9"27' - 10 1/2"2' - 0" 163' - 6"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 2 BEDROOM UNIT INCLUSIONARY 101 2 BEDROOM UNIT TYPE 'A' 103 2 BEDROOM UNIT TYPE 'A' 107 2 BEDROOM UNIT INCLUSIONARY 109 2 BEDROOM UNIT TYPE 'C' 108 2 BEDROOM UNIT TYPE 'A' 104 2 BEDROOM UNIT TYPE 'A' 106 LOBBY STORAGE / MECHANICAL ELEVATOR STAIR 'A' CORRIDOR ELEC. STAIR 'B' MAILBOXES 1 A501 2 BEDROOM UNIT TYPE 'C' 102 2 BEDROOM UNIT TYPE 'B' 105 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA102FIRST FLOOR PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022 1/8" = 1'-0"1 FIRST FLOOR PLAN REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 2' - 0"27' - 10 1/2"103' - 9"27' - 10 1/2"2' - 0" 163' - 6"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 2 BEDROOM UNIT INCLUSIONARY 201 2 BEDROOM UNIT TYPE 'C' 202 2 BEDROOM UNIT TYPE 'A' 203 2 BEDROOM UNIT TYPE 'A' 207 2 BEDROOM UNIT INCLUSIONARY 209 2 BEDROOM UNIT TYPE 'C' 208 2 BEDROOM UNIT TYPE 'A' 204 2 BEDROOM UNIT TYPE 'A' 206 LOBBY STORAGE / MECHANICAL ELEVATOR STAIR 'A' CORRIDOR ELEC. STAIR 'B' LAUNDRY1 A501 2 BEDROOM UNIT TYPE 'B' 205 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA103SECOND FLOOR PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022 1/8" = 1'-0"1 SECOND FLOOR PLAN REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 2' - 0"27' - 10 1/2"103' - 9"27' - 10 1/2"2' - 0" 163' - 6"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 2 BEDROOM UNIT INCLUSIONARY 301 2 BEDROOM UNIT TYPE 'C' 302 2 BEDROOM UNIT TYPE 'A' 303 2 BEDROOM UNIT TYPE 'A' 307 2 BEDROOM UNIT INCLUSIONARY 309 2 BEDROOM UNIT TYPE 'C' 308 2 BEDROOM UNIT TYPE 'A' 304 2 BEDROOM UNIT TYPE 'A' 306 LOBBY STORAGE / MECHANICAL ELEVATOR STAIR 'A' CORRIDOR ELEC. STAIR 'B' ELEVATOR CONTROL1 A501 2 BEDROOM UNIT TYPE 'B' 305 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA104THIRD FLOOR PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022 1/8" = 1'-0"1 THIRD FLOOR PLAN REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023 SECOND FLOOR 227'-0" FIRST FLOOR 217'-0" 2 TOP OF GARAGE FLOOR 207'-0" THIRD FLOOR 237'-0" ROOF DECK 247'-0"10' - 0"10' - 0"10' - 0"10' - 0"4 9651 107 E-1 E-2 E-3 E-4 E-7E-6 E-6 E-8 E-9 E-10 E-11E-12 AVERAGE PRE-CONSTRUCTION GRADE (216.5 ft)36' - 7 1/2"36' - 1 1/2"L-1 L-1 L-2 E-5 E-7 SECOND FLOOR227'-0" FIRST FLOOR217'-0" TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0" C D EBA F G E-1 E-2 E-3 E-4E-6 E-6 E-7 E-9 E-5 E-11 E-12 1 A501 E-10 FACADE LENGTH 64' - 0" GLAZING 4' - 0" GLAZING 4' - 0" GLAZING 11' - 8" GLAZING 11' - 8" GLAZING 4' - 0" GLAZING 4' - 0"5' - 8"5' - 8"8' - 0"FACADE LENGTH GLAZING LENGTH GLAZING PERCENTAGE PRIMARY FACADE GLAZING 64'-0"39'-4"62% TRANSPARENT GLAZING ALL GLAZING LOCATED IN THE MULTIFAMILY BUILDING WILL BE TRANSPARENT RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA201EXTERIOR ELEVATIONSMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES07/12/2022REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/20231/8" = 1'-0"1 WEST ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - BRICK, COURSING AS INDICATED. 'BELDEN BRICK', COLOR: EBONY BLACK. E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: REGAL GRAY E-4 SIDING TYPE FOUR- HEWN STONE BY CULTURES STONE IN COURSED ASHLAR PATTERN. COLOR AS SELECTED. E-5 SIDING TYPE FIVE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: SMOKE GRAY E-6 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. E-7 STONE TRIM - SILL, STRETCHER, AND TRIM BY CULTURED STONE. COLOR AS SELECTED BY ARCHITECT. E-8 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE ) E-10 WINDOW TRIM: BRICKMOLD CASING AROUND WINDOW. COLOR: AS SELECTED BY ARCHITECT. E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. L-2 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'STREETWORKS GAW GALLEON' BY COOPER LIGHTING. BLACK FINISH. SECOND FLOOR227'-0" FIRST FLOOR217'-0" 2 TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0" 89 1310 E-1 E-3 E-2 E-4 E-9 E-11 E-5 E-12 E-7 E-10E-3 E-12E-11 SECOND FLOOR227'-0" FIRST FLOOR217'-0" TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0"10' - 0"10' - 0"10' - 0"10' - 0"CDE B AFG E-1 E-2 E-3 E-4 E-7 E-9 E-5 E-11E-12 1 A501 E-10 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA202EXTERIOR ELEVATIONSMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES07/12/2022REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/20231/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - BRICK, COURSING AS INDICATED. 'BELDEN BRICK', COLOR: EBONY BLACK. E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: REGAL GRAY E-4 SIDING TYPE FOUR- HEWN STONE BY CULTURES STONE IN COURSED ASHLAR PATTERN. COLOR AS SELECTED. E-5 SIDING TYPE FIVE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: SMOKE GRAY E-7 STONE TRIM - SILL, STRETCHER, AND TRIM BY CULTURED STONE. COLOR AS SELECTED BY ARCHITECT. E-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE ) E-10 WINDOW TRIM: BRICKMOLD CASING AROUND WINDOW. COLOR: AS SELECTED BY ARCHITECT. E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK •PROVIDE MASONRY CAVITY WALL OVER 1" MIN. AIR SPACE W/ STRUCTURAL BACK-UP. FACE SHALL BE AS SELECTED BYARCHITECT. COURSING INDICATED ON THE ELEVATIONS, SECTIONS, AND DETAILS. WHERE INFORMATION IS UNCLEAR, CONSULTARCHITECT FOR CLARIFICATION.•FINISH SEALANT JOINTS SHALL MATCH PROFILE AND COLOR OF TYPICAL MORTAR JOINTS.•PROVIDE 40 MIL. COMPOSITE SELF-ADHERED FLASHING, I.E., 'CCW-705-TWF' BY CARLISLE, OR APPROVED EQUAL, AT ALLWINDOW AND DOOR HEADS, SHELF ANGLES, BASE OF MASONRY WALL AND ELSEWHERE AS INDICATED OR AS OTHERWISEREQUIRED.LEGEND:GENERAL NOTES:ROOF:TYPICAL FLOOR:FOUNDATION:EXTERIOT MATERIALS:SECOND FLOOR227'-0"FIRST FLOOR217'-0"TOP OF GARAGE FLOOR207'-0"THIRD FLOOR237'-0"ROOF DECK247'-0"1F-1F-2F-3F-4F-5F-6F-8F-7F-9F-10F-6F-11F-12F-3F-1F-4F-6T-1T-3T-4T-5T-6T-7T-9T-10T-11R-11T-1T-2T-3T-4T-5T-6T-7T-9T-10T-11T-3R-1T-9T-10T-11T-2R-2R-3R-2R-9R-10R-5R-6R-7R-8R-4R-6R-8R-12T-10T-10T-7R-9E-3E-3E-9E-9E-9E-11E-11E-12E-12E-11E-118' - 4"1 1/2"3 1/2"7 3/4"4' - 0"7' - 0"3' - 0"7' - 0"1' - 0"2 1/2"3 1/2"11 1/4"3 1/2"8' - 3 1/4"33' - 0 3/4"2' - 11 1/4"5/8"1' - 6"1 3/4"8' - 3 5/8"1 1/8"1' - 6"1 3/4"8' - 3 1/8"1 1/8"1' - 6"1 3/4"8' - 3 1/8"2' - 6"MINIMUM7' - 6"3 1/8"8' - 0"3 1/8"7' - 0"1' - 0"3 5/8"7' - 0"1' - 0"T-8T-8RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 3/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA501WALL SECTION 'A'MULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES07/12/2022REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION.COLOR: REGAL GRAYE-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPEREQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE )E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTEDE-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BECONCEALED. COLOR: BLACKF-1 CONCRETE FOOTING PER STRUCTURAL DRAWINGS.F-2 PROVIDE CONTINUOUS PERFORATED FOOTING DRAIN IF REQUIRED BY STRUCTURAL AND/OR CIVIL DRAWINGS.F-3 POURED IN PLACE CONCRETE FOUNDATION PER STRUCTURAL DRAWINGS.F-4 GRANULAR BASE COURSE PER STRUCTURAL DRAWINGS.F-5 PROVIDE VAPOR BARRIER PER STRUCTURAL DRAWINGS,F-6 POURED IN PLACE CONCRETE FLOOR SLAB PER STRUCTURAL DRAWINGS.F-7 PROVIDE 2" THICK RIGID INSULATION THERMAL BREAK. (CONTINUOUS)F-8 PROVIDE EXPANSION JOINT PER STRUCTURAL DRAWINGSF-9 PROVIDE MINIMUM R-38 UNFACED BATT INSULATION OVER ENTIRE GARAGE AREA.F-10 FLOOR STRUCTURE PER STRUCTURAL DRAWINGS.F-11 PROVIDE SPRAY APPLIED DAMPPROOFING AT ALL BELOW GRADE FOUNDATION WALL LOCATIONS. CONTACTARCHITECT IF HIGH WATER TABLE CONDITIONS ARE ENCOUNTERED.F-12 PROVIDE SPRAY APPLIED FIREPROOFING AS REQUIRED. (SEE HORIZONTAL ASSEMBLY DETAILS)R-1 ROOF STRUCTURE PER STRUCTURAL DRAWINGS. (SEE HORIZONTAL ASSEMBLY DETAILS)R-2 ROOF SHEATHING PER STRUCTURAL DRAWINGS,R-3 RIGID POLYISOCYANURATE INSULATION BOARDS APPLIED MECHANICALLY DIRECTLY TO ROOF DECK. TAPERED ASREQUIRED FOR DRAINAGE (MIN. 1/4" PER FOOT). PROVIDE MIN. 6" TH. R-35 INSULATION AT ROOF DRAINS. SEEBUILDING ENVELOPE REQUIREMENTS FOR REQUIRED R VALUE OF ROOF.R-4 CANOPY STRUCTURE PER STRUCTURAL DRAWINGSR-5 SPRAY FOAM INSULATION ( MIN. R-44 ). FILL WALL CAVITY TO THICKNESS OF ADJACENT ROOF INSULATION.R-6 EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING.R-7 PROVIDE EXTERIOR GRADE FIBERGLASS GYPSYM SHEATHING ON INSIDE OF PARAPET WALLS.R-8 60 MIL. MEMBRANE ROOFING SYSTEM.R-9 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE.R-10 EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TOOVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS.R-11 PROVIDE EXTERIOR GRADE GYPSUM CEILING UNDER ALL ROOF CANOPIES, RECESSED ENTRIES, AND OVERHANGS.R-12 PROVIDE AND INSTALL ROOF TO WALL FLASHING.T-1 EXTERIOR WOOD STUD WALL SYSTEM (SEE PARTITION ASSEMBLIES FOR DETAILS)T-2PROVIDE 2-1/2" THICK INSULATED R-12 ZIP SYSTEM. (SEE PARTITION ASSEMBLIES FOR DETAILS)T-3CAVITY INSULATION - MINERAL WOOL. PROVIDE R-21 MINIMUM.T-4FLOOR SHEATHING (SEE STRUCTURAL)T-5FLOOR SYSTEM PER STRUCTURAL DRAWINGS. (SEE HORIZONTAL ASSEMBLY DETAILS)T-6FILL FLOOR CAVITY WITH SOUND ATTENUATION BATTS. PROVIDE MIN R-30 WHEN UNABLE TO FILL ENTIRE CAVITYT-7 2X WOOD NAILERS AND BLOCKING (CONT.) NOTE: EXTEND 2X BLOCKING @ WINDOW AND DOOR OPENINGS AND TOP OFPARAPETS TO BE FLUSH WITH EXTERIOR OF ZIP SYSTEM SHEATHING. BLOCKING AT MECHANICAL VENTS MAY VARY.COORDINATE WITH VENT REQUIREMENTS.T-8PROVIDE 3/4" WINDOW STOOL AND APRON AT ALL WINDOWS. MATERIAL AND FINISH AS SELECTED BY ARCHITECT.T-9WINDOW/DOOR HEADER AS REQUIRED. FILL HEADER CAVITY WITH INSULATION. (SEE STRUCTURAL)T-10 PROVIDE FLASHING AT ALL DOORS, WINDOWS, LOUVERS, AND MISC. AREAS AS INDICATED.T-11 PROVIDE GYPSUM BOARD RETURNS AT ALL WINDOW/DOOR HEADS AND JAMBS.3/4" = 1'-0"1WALL SECTION 'A' RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA9013D VIEWMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES07/12/2022 1 3D VIEW - 1 REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.sburl.com SBWD Technical Review Comments SP-23-05 760 Shelburne Rd. Date: February 22, 2023 Submitted by: Jay Nadeau, SBWD Superintendent 1. The following note must be provided on all plan sheets and detail pages: All water lines and appurtenances shall be installed in accordance with the Champlain Water District Specifications and Details for the Installation of Water Lines and Appurtenances, current edition, henceforth CWD Specifications.” 2. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the SBWD. 3. Ductile iron pipe shall comply with AWWA C151/ANSI A21.51. Ductile iron pipe shall be minimum thickness class 52. PVC water pipe shall comply with AWWA C900 with minimum Pressure Class 235, DR18 4. Mechanical joint restraints shall be either EBAA Iron MegaLug, Ford Uniflange Series 1400, Romac RomaGrip, or approved equal. 5. Gate valves shall be Mueller, Kennedy, AFC, M&H or approved equal on water distribution lines. 6. Gate valve boxes located in roadways or sidewalks shall have one non-adjustable paving riser of a height ranging from two-inches (2”) to four-inches (4”) as need to be brought to final pavement grade. 7. Curb boxes located in roadways or sidewalks shall be placed inside a gate valve box top section with cover and brought to final pavement/concrete grade with one non-adjustable paving riser per #10 above. 8. V-Bio polyethylene encasement is required for all ferrous material installations underground. This includes fittings for PVC and HDPE pipe. 9. Cor-Blue T-bolts and nuts are required for underground installations. 10. Tracer wire and termination box specifications are required for all plastic pipe. 11. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, and water line crossings prior to occurrence of back filling. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.sburl.com 12. Size on size direct taps are NOT allowed. The maximum branch size for a water main direct tap shall not be greater than one standard pipe diameter less than the water main size. 13. Stainless steel tapping sleeves shall be TPS Triple Tap or approved equal. Tapping valves shall only be performed by CWD approved contractors. 14. Concrete thrust blocks shall be installed on caps, tees, hydrants, and bends of 22.5 degrees and greater. Thrust blocks shall be used in conjunction with “Mega-Lug” restraining glands or approved equal. Poured in place thrust blocks shall be neatly formed with wooden side forms against undisturbed soil. 15. There is a significant amount of Asbestos Cement (AC) water pipe within the CWD owned and managed water systems. There are several regulations that affect work involving AC pipe. The Professional Engineer and Contractor shall be responsible for adhering to the “Vermont Regulations for Asbestos Control” for removal and disposal of AC pipe. Costs associated with all labor and materials to properly handle and dispose of existing AC pipe is the responsibility of the Contractor. 16. No parallel underground utility (ex. phone, electric, cable, gas) shall be designed or installed within four feet (4’) of the water lines from either side, or above the water lines from the bottom of the line to finish grade. Storm sewer and sanitary sewer separations are only as allowed in the CWD specifications and the VT Water Supply Rule. All projects that may cross or impact existing transmission or water distribution lines shall include the requirement to field verify all water associated infrastructure that may be impacted. 17. Connections will only be permitted between the hours of 7:00am and 3:00pm on regular Champlain Water District business days, except Fridays. All connections must be completed by 3:00pm; connections that cannot be completed by 3:00pm may be suspended and completed the following business day. A suspended tap may entail back filling the excavation until the following day. CWD personnel have the authority to suspend connections that they deem cannot be completed within the time period stated above. 18. No water lines shall be installed after November 15 or before April 1 without prior approval of the appropriate CWD Division. The appropriate CWD Division may restrict work before November 15 and after April 1 during adverse weather conditions. CWD does not allow excavating for water mains during the winter months except by special permission. 19. The applicant or project engineer shall be responsible for the submittal of test results to the SBWD. Submittal of all test results shall be required prior to the water main being placed into service. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.sburl.com 20. Record drawings, prepared by a VT licensed Professional Engineer shall be provided to the SBWD in pdf. and Auto-CAD format. Drawings shall include ties to all gate valves and curb stops to sub-meter accuracy. It is the responsibility of the contractor to be familiar with the CWD Specifications beyond what is included in this information. The Champlain Water District Specifications and Detail for the Installation of Water Lines and Appurtenances information can be found at www.champlainwater.org Plan Specific Comments Sheet C3-01. (See sheet C3-01) 1. The Swift St. water main is 8” AC according to CWD records. 2. Locate and abandon all three existing water services at the corporations. Close the corporations, disconnect the service lines, and wrap the service taps in V-Bio polyurethane. 3. The services to the proposed Financial Institution and Mixed Use buildings may have to be copper and DI if petroleum infused soils are encountered. See VT Water Supply Rule requirements. 4. The proposed taps for the Financial Institution and Mixed Use buildings shall be copper between corporation and curb stops. See CWD Specifications for tracing wire requirements for all PVC water pipe. 5. Tap the FS line to the Multifamily Residential building, outside the building with a separate domestic water line, properly sized to enter the building. Place the domestic water service curb stop in an acceptable location outside the building and install the curb box within a gate valve box with rider as needed. 6. The SBWD suggests that FS lines entering a building be DI. Sheet C8-04 1. Water Details must be those found in the CWD Specifications. The Department will not accept any pipe or material that is not in compliance with the CWD Specifications. RIM = 207.51DDDDDD OH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W APPROX. LOCATION EX. 8" WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) RIM = 215.5 8" iIN (N) = 206.7 (?) 10" iIN (E) =207.0 10" iOUT(W) = 206.9 CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 45'-8"78'-10"SOL. #3 - 75"BUILT-IN TPCONTROLS FINANCIAL INSTITUTION ±3,350 SF S P E ED TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD DA 7 BIODD MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDDD D D D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 1 4 218218217215209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSSMH #1 RIM = 215.75 8" iIN = 207.27 6" iIN = 207.5 8" iOUT = 207.17 NEW 8" iIN = 207.0 6" iOUT = 209.0 SMH #2 RIM = 210.95 6" iIN (2) = 207.95 8" iOUT = 207.85 6" iOUT = 209.2 6" iOUT = 208.5 FD FD DD D 8" SDR 35 P V C s =0.004 ft./ft. DMH 2 RIM = 212.0 18" iIN (E) = 201.49 18" iIN (S) = 201.49 18" iOUT (NW) = 201.39 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY CURB INLET = 214.5' 8" iOUT = 211.3' 4" FOOTING DRAIN ASSUMED INV = 205.0 FILTERRA PEAK DIVERSION 6X10' MEDIA BAY CURB INLET = 210.5' 12" iOUT ~ 207.09' DMH4 RIM = 211.3 12" iIN (E) = 206.0 18" iIN (S) = 201.86 18" iOUT (N) = 201.76 OUTLET STRUCTURE 1 18" OVERFLOW GRATE = 215.75 12" iOUT = 212.0 OUTLET STRUCTURE 2 18" OVERFLOW GRATE = 209.83 12" iOUT = 206.0 FILTERRA INTERNAL BYPASS BIOSCAPE 4X6' MEDIA BAY 6" iIN = 210.5 6" iOUT = 207.8' OUTLET CONTROL STRUCTURE 4 RIM = 211.5 6" iIN (S) = 206.3 18" iOUT (W) = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY PARKING LOT CURB INLET = 208.4' NW CORNER INLET (TOP OF MEDIA) = 207.6' 8" iOUT ~ 205.2' DMH 1 RIM = 210.5 12" iIN (NE) = 205.0 18" iIN (E) = 201.15 18" iOUT (NW) = 201.05 NEW 18" iIN = 201.0 DMH 5 RIM = 211.85 12" iIN (E) = 202.39 6" iIN (FOOTING DRAIN) = 204.0 WITH FLAPPER VALVE AT END 8" iIN (W) = 202.39 18" iOUT (N) = 202.29 OUTLET STRUCTURE 3 18" OVERFLOW GRATE = 216.75 12" iOUT = 202.5 DMH 6 RIM = 209.0 8" iIN (S) = 204.0 8" iOUT (E) = 203.9 EXTENDED DETENTION THREE - 48" HDPE X 80' INVERT = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 6'X6' MEDIA BAY CURB INLET = 211.0 8" iOUT = 207.8' CURB INLET = 208.5 CB1 RIM = 212.0 12" iOUT = 210.75 DMH 3 RIM = 214.6 12" iIN (E) = 210.0 8" iIN (S) = 209.17 18" iOUT (W) = 204.17 TRENCH DRAIN AT ENTRANCE TO GARAGE (SEE DETAIL) GRATE = 207.0 6" ROOF DRAIN iOUT = 215.75 4" C900 DR14 1.5" C901 CTS POLY 4" TAPPING VALVE (TYP) 1.5" CURB STOP (TYP)6" C900 DR146" TAPPING VALVE (TYP)216210211209CB2 WITH CURB INLET 12" iIN = 209.8 12" iOUT = 209.7 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP 10' x 12' TRANSFORMER w/SCREEN FENCEUPUP Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 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. 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Plan C3-01 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "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 1 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities