Loading...
HomeMy WebLinkAboutAgenda 06_SD-23-05_760 Shelburne Road_Bourne_PPFP 180 Market Street, South Burlington, Vermont 05403 | 802-846-4106 | www.southburlingtonvt.gov TO: South Burlington Development Review Board FROM: Marla Keene, Development Review Planner SUBJECT: #SD-23-05 760 Shelburne Road DATE: June 6, 2023 Development Review Board meeting 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. COMMENTS The Board reviewed this application on March 7 and April 4, 2023 and completed review of the initial Staff comments. The Board then continued the hearing for the purpose of allowing the applicant to address Board feedback. The Board also had a special deliberative session on April 18, during which the Board directed Staff to provide certain feedback to the applicant. The applicant addressed some of the feedback of the Board with a revised submission on May 23, 2023. Revised materials are discussed herein and are included in the packet for the Board. The packet also includes materials submitted on or after April 4. As noted in the April 4 staff report, the applicant has requested modification or waiver for each dimensional standard as well as a number of other modifications. The Board must only grant a modification for cause, and the modification must result in better compliance with the objectives of the LDR, both those specific to the standard requested to be modified and to the overall LDR objectives. Staff also reminds the Board to consider each modification or request for interpretation in the context of the project as a whole. To use an unrelated example, a 1-ft height waiver may not be impactful alone, but when combined with a setback waiver, a lot coverage waiver, and a conditional use, it may result in a site inconsistent with the objectives of the LDR. A) ZONING DISTRICT AND DIMENSIONAL REQUIREMENTS The project is located in the Commercial 1 zoning district, which is intended to be a “higher-intensity residential, retail, office, and vertically mixed uses in a manner that serves as or enhances a compact central business area.” It is also located within an urban design overlay node, whose purpose statement includes that it “will serve as important connections, gateways, or areas of activity. As such, a more urban form is desired and, where noted, required and permitted.“ Some relevant elements of dimensional standards are enumerated below. • Minimum lot size is 40,000 sf, though the applicant is proposing two lots at less than 10,000 sf each in order to accommodate three buildings. • Max coverage is 70% though may be increased to 80% through the provision of additional on- site designated open space; the applicant was proposing coverage of 73.8%. With the modifications made since the April 4 hearing, it appears the applicant has added impervious coverage. 1. Staff recommends the Board direct the applicant to update coverage computations prior to closing the hearing. • Setbacks are proposed to be lower than the standard setback, and front setback coverage is proposed to exceed the maximum by nearly double. However, it is unclear whether the applicant has correctly calculated the front setback coverage. Front setback in the Urban Design Overlay is 20 ft, and front setback coverage is calculated as the portion of the front setback used for driveways and parking. The setback lines shown on the plan are only 10-ft from the front property line. 2. Staff recommends the Board ask the applicant to clarify the front setback and front setback coverage, both verbally and on the plans in a future revision. • Buildings are required to be two stories; the Board directed the applicant to modify the proposed bank building to be at least partially two stories. The applicant submitted revised elevations for the corner bank building. On the Shelburne Road side, they raised the top of approximately one quarter of the building width by 2’-3” to a total height of 23’-9” and are proposing spandrel glass for the raised section. The bottom edge of the spandrel glass is approximately 13-feet above the first floor and is 3’-9” high. Staff considers this proposed revision in no way creates the appearance of two stories, though if the applicant were to replace the spandrel glass with transparent glass, increase the glass height, and locate it at the location of normal second story windows, this limited portion of the building may have the appearance of two stories. No changes have been made to the Swift Street façade. If the recommended improvements were made to the Shelburne Road facade, Staff considers there is still the very real possibility that the building would not sufficiently have the appearance of two stories in a manner that meets the requirements of the Urban Design Overlay district. 3. Staff recommends the Board review the revised elevation in the context of the site as a whole and provide feedback to the applicant. 10.05 Urban Design Overlay District (UDO) (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. The applicant is proposing 76.8% of the total glazing to be transparent, with the remainder consisting of spandrel or opaque glass. Of the glazing facing Shelburne Road, only approximately 60% of glazing is transparent1. The opaque glazing includes the false second story (discussed above), what appears to be a copy room that could be converted to an office in a future use, and the restrooms. The glazing at the restrooms is more than opaque: it is false and does not actually exist inside the building. The purpose of spandrel glass is that it can be replaced with transparent glass in the future. 4. Staff recommends the Board discuss whether increased glazing transparency on the Shelburne Road façade would increase the overall compliance of the PUD with the purpose and standards of the LDR. Staff considers transparent glazing to be the most consistent, with translucent glazing slightly improved over spandrel. (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: (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 standard is closely linked to the location of the project within an urban design node. 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, 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. Further, the regulations require the front of the building to face the street. (10.05D: Buildings on subject properties must have at least one entry facing the primary road in the corridor. Any such entry shall… 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.) 5. In deliberative session, the Board asked Staff to direct the applicant to improve the layout of the front of the multifamily building to provide landscaping that supports the front-facing requirements of the LDR. Staff recommends the Board ask the applicant to present their modifications and determine if the building now sufficiently meets the front-facing, welcoming, focal point requirements of the Urban Design Overlay despite being located greater than 50-ft from the front lot line. Phasing Based on discussion at the April 4 hearing, the applicant has provided a phasing plan. They are proposing to construct the buildings along Shelburne Road and the entire site drive including the connection to Swift Street as part of the first phase, and the multifamily building as the second phase. 6. Staff recommends the Board direct the applicant to demonstrate compliance with site amenity and landscaping requirements on a phase by phase basis. 1 It is relevant to note that 60% of the building width on Shelburne Road is required to be glazed, and the applicant is providing 64% of the building width as glazing. Residential Density and 18.01 Inclusionary Zoning LDR 18.01B requires development that creates twelve or more dwelling units to provide inclusionary units. For rental units, at least 15% of the total dwelling units must be inclusionary (18.01C(1)). 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 a development of 20 units, 3 units would be required to be inclusionary. The applicant is proposing 30 units. The Board reviewed and has determined, based on LDR 18.01G(2) and Example (4), that the applicant must include one inclusionary unit in the base zoning density unit-maximum for each bonus unit they wish to construct. Therefore in order to construct 30 units total (10 over the base), the applicant must provide for 10 of their base zoning density unit-maximum to be inclusionary. As noted at previous meetings, the applicant may also use Transferable Development Rights for one or more units. The applicant has not made any revisions to the architectural plans and has not made any statement as to inclusionary unit makeup. The applicant has submitted a letter arguing that the Board’s interpretation is incorrect, included in the packet for the Board. Staff considers that no further discussion is required; the Board may deliberate and issue its decision which may include conditions pertaining to required inclusionary covenants and documentation. 15.C.07I, General PUD design standards, require a mix of dwelling unit types. (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. The Board provided feedback that the bedroom mix is marginally acceptable but if the applicant were to reduce the number of units, they should increase the mix of number of bedrooms. Staff notes that inclusionary 3 bedroom units count as 1.5 inclusionary units, and 4 bedroom units count as 2 inclusionary units, which may be a provision of the bylaw that is advantageous to the applicant. 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: f) Information regarding the long-term management of inclusionary units, including the responsible party or parties, as required to ensure continued affordability; The applicant has provided a draft affordable housing covenant. Responsible parties are listed as the owner of the building. g) Draft legal documents required under this section to ensure continued affordability; The applicant has provided a draft affordable housing covenant that appears to match the form typically used by the City. Staff considers this criterion to have been addressed. B) PLANNED UNIT DEVELOPMENT 15.C.04 PUD Standards Applicable to All PUD Types 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. (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. 7. The Board has provided their feedback to the applicant that they do not consider the drive-through ATM to enhance the PUD. The applicant has chosen to retain the drive-through ATM on the plans. Instead of re-hashing arguments which have already been made, Staff recommends the Board move forward with review of the remainder of the application and close the hearing, with the understanding that the applicant has requested modification of this standard despite the feedback received. 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. The applicant has provided rooftop plans demonstrated how the standards of Appendix CA will be met for the two smaller buildings. The LDR warned for public hearing by City Council for June 5 will require installation of a solar array for buildings subject to the CBES at the time a zoning permit is issued. C) SITE PLAN REVIEW 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The DRB shall consider the following: (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. As directed by the Board, Staff has improved pedestrian access to the multi-family building from Shelburne Road. C. Site Amenity Requirement 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 lot coverage beyond the maximum allowable 70% requires an additional area of site amenity. Since the applicant has not yet updated site coverages to reflect the plan revisions, it is not possible to compute the additional required site amenity. 8. The applicant has proposed to revise the site amenity space on Swift Street to include a stormwater feature. Staff recommends the Board ask the applicant to demonstrate what type of open space this is proposed to be, and how it meets the requirements for that type of space. Numerical compliance with this criterion must be reevaluated when revised coverages are provided. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. The April 4 staff report included a number of comments from the Director of Public Works and Deputy Director of Capital Projects. Some of these comments have been addressed, some are general or ongoing in nature, and others are very specific technical comments. On April 4, the applicant indicated they would address these comments. 9. Upon review of the revised materials, it is unclear to Staff whether some of the comments have been addressed. Staff recommends the Board require the applicant to specifically address these comments to the satisfaction of the Director of Public Works and Deputy Director of Capital Projects. 15.A.14 includes the following requirements. 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 Deputy Director of Capital Project reviewed the Traffic Impact Assessment on 2/22/2023 and offered 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 The provided a revised traffic impact assessment dated March 23, 2023. The Deputy Director of Capital Project indicated the comments have been addressed. The project is located in the traffic overlay district zone 1, and is limited to 15 trips per 40,000 sf or the previously approved maximum if they are not proposing to exceed the previously approved maximum. The previously approved maximum is 124 PM peak hour vehicle trip ends, and the currently proposed is 120 trips. 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. The Board directed the applicant to remove the head-in parking space closest to Shelburne Road because of safety concerns relating to site access. This comment has been addressed. F. Streetscape Improvements. A proposed new construction or extension/expansion of an existing structure exceeding the thresholds listed in either (a) Section 14.09(B) or (b) Section 8.11(D) within the City Center Form Based Code, or Section 3.11(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained within the applicable Street 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. At the April 4 hearing, the Board directed the applicant to extend the Swift Street recreation path. The applicant has updated the plans accordingly. The Deputy Director of Capital Projects has confirmed the design is appropriate. 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. The City of South Burlington Water District reviewed the proposed plans on 2/22/2023 and provided extensive comments. Staff has provided the plans updated 5/23/2023 to the South Burlington Water District, who indicates the following comments still need to be addressed. 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 proposed eight-inch (8”) tee shall include a main line gate valve on either side of the new tee to be cut-in, secured to the tee with Foster Adapters. The cut-in of this tee shall require a shutdown on the only line supplying the northern part of the City so must be scheduled for night work. At least three weeks’ notice must be provided to the SBWD so all affected customers can be notified in advance of the water service interruption. 2. A six-inch (6”) valve on the line supplying the Multi-family Residential 27DU building shall be secured to the hydrant tee. 3. Install copper between the main and curb stop to the proposed financial institution building. 4. 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. 5. The services to all of the proposed buildings shall be copper and DI if petroleum infused soils are encountered. See VT Water Supply Rule requirements. 6. See CWD Specifications for tracing wire requirements for all PVC water pipe. 7. 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. Additional comments are provided on Sheet C3-01, included in the packet for the Board. 10. Staff recommends the Board require the applicant to revise the plans to address the comments of the South Burlington Water District. D) 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 Based on feedback from the Board, the applicant has proposed to reserve 11 spaces for commercial parking only during business hours. 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. 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 11. Short term bicycle parking is predominantly on Lot 3, with one rack (supporting two bicycles) on each of Lots 1 and 2. Staff recommends the Board direct the applicant to add a callout to the bike rack near the east principal entrance to the building on Lot 1. In terms of long term bike parking, 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. It does not appear the applicant has provided any in the building on Lot 1. 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. 12. On April 4, the applicant indicated they would provide long-term bike parking on Lot 1. This does not appear to have been done. Staff recommends the Board ask the applicant for an update. 13.04 Landscaping, Screening & Street Trees (4) Landscaping Requirements The City Arborist reviewed the plans on 2/23/2023. The applicant has addressed the comments of the City Arborist. (a) 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. The Board directed the applicant to specify required parking lot shade trees in terms of caliper. This comment has been addressed. 13.05 Stormwater Management Stormwater standards apply when one-half acre or more of impervious surface exists or is proposed to exist, and where 5,000 sf of impervious is created or reconstructed. The City Stormwater Section reviewed the plans and provided comments on 3/2/2023. The City Stormwater Section offers the following comments on the revised plans received 5/23/2023. 1. The swale conveying water to Bioretention 7 terminates in a 9-foot vertical drop over the top of the retaining wall into the bioretention. Please provide an appropriate inlet for water conveyed to the bioretention from the swale. 13. Staff recommends the Board require the applicant to modify the plans to address the comments of the City Stormwater Section. 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 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. 14. The April 4 Staff report recommended reducing lighting on the southern side of the property to reduce excess spillover to 0.3 footcandles maximum, and reducing peak illumination levels to a more reasonable level, on the order of 8 to 10 footcandles. It appears the applicant has reduced illumination levels at the drive-through ATM but has not made any changes to the other areas of the site. Staff recommends the Board ask the applicant for an update. RECOMMENDATION Staff recommends that the Board work with the applicant to address the issues identified herein. At this or any future hearing, it is the Board’s authority to determine they have taken enough testimony to issue a decision on the application and close the hearing regardless of whether consensus is reached on all issues. Nichiha Panel(Ash)Nichiha Panel (Bark)Chiseled Limestone (Cream) Black Anodized Mullions ACM Panels Chase Silver T.O. PARAPET23'-9"T.O. PARAPET21-7"T.O. PARAPET20'-3"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"NORTH ELEVATION (SWIFT STREET)T.O. WINDOW OPENING17'-11"T.O. PARAPET23'-9"T.O. PARAPET20'-3"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. WINDOW OPENING16'-9 1/2"T.O. PARAPET21-7"1WEST ELEVATION (SHELBURNE STREET)SCALE: 1/4"=1'-0"2NORTH ELEVATION (SWIFT STREET)SCALE: 1/4"=1'-0"A-3EXTERIOR ELEVATIONSJPMORGAN CHASE BANK 720 Shelburne Road1521451-0005/23/2023PROJECTSEALSCALEPROJECT 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 CONSTRUCTIONTOTAL TRANSPARENT GLAZING PERCENTAGE (MINIMUM 75% REQUIRED): 76.8% (1,036.01 SF)TOTAL OPAQUE GLAZING PERCENTAGE: 23.2% (312.99 SF)PRIMARY STREET GLAZING PERCENTAGE (SHELBURNE ROAD)MINIMUM REQUIRED ACROSS WIDTHOF FACADE: 60%ACTUAL PROVIDED: 64%SECONDARY STREET GLAZING PERCENTAGE (SWIFT STREET)MINIMUM REQUIRED ACROSS WIDTHOF FACADE: 40%ACTUAL PROVIDED: 88% T.O. PARAPET23'-9"T.O. PARAPET21-7"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. PARAPET20'-3"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. WINDOW OPENING16'-9 1/2"T.O. PARAPET23'-9"T.O. PARAPET21-7"JPMORGAN CHASE BANK 720 Shelburne Road1521451-0005/23/2023PROJECTSEALSCALEPROJECT 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 CONSTRUCTIONA-4EXTERIOR ELEVATIONS1EAST ELEVATION (PRIMARY PARKING)SCALE: 1/4"=1'-0"2SOUTH ELEVATION (FUTURE STORE)SCALE: 1/4"=1'-0" 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"EAST ELEVATION (PRIMARY PARKING)NORTH ELEVATION (SWIFT PARKING) SOUTH ELEVATION (FUTURE STORE)WEST ELEVATION (SHELBURNE STREET)LONG TERMBICYCLESTORAGE+/- 3,350 SQ. FT.A-1PROPOSED PLANJPMORGAN CHASE BANK 720 Shelburne Road1521451-0005/23/2023PROJECTSEALSCALEPROJECT 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" DASHED LINE INDICATES FUTURE PHOTOVOLTAIC PANEL ARRAYAREA. AREA FOR FUTURE PV PANELS SHALL BE CLEAR OF ALLSURFACE-MOUNTED CONDUITS, CONDESATE DRAINS AND OTHERINFRASTRUCTURE. STRUCTURAL LOADING IS 10 PSF AT FLAT ROOFS.1ROOF PLANSCALE: 1/4"=1'-0"A-2ROOF PLANJPMORGAN CHASE BANK 720 Shelburne Road1521451-0005/23/2023PROJECTSEALSCALEPROJECT 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 760 & 764 SHELBURNE RD. & 31 SWIFT ST. SOUTH BURLINGTON, VT SHELBURNE & SWIFT Engineer & Landscape Architect: TRUDELL CONSULTING ENGINEERS (TCE) 478 BLAIR PARK ROAD WILLISTON, VT 05495 (802) 879-6331 Owner/Applicant: GARY BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 (508) 735-4970 DRAWING INDEX Architect: RABIDEAU ARCHITECTS 550 HINESBURG ROAD SUITE 101 SOUTH BURLINGTON, VT 05403 PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO REDEVELOP THE FORMER GAS STATION AND RESTAURANT SITE AND CONSTRUCT A MULTI-UNIT RESIDENTIAL BUILDING, COMMERCIAL AND FINANCIAL INSTITUTION SPACES. THE PROJECT WILL UTILIZE MUNICIPAL WATER AND SEWER. " LOCAL PERMITTING" SUBMISSION SET (NOT FOR CONSTRUCTION) TCE PROJECT NO: 22-523 05/15/2023 ISSUED FOR PERMITTINGLAST REVISED: USE AND INTERPRETATION OF THE DRAWINGS BEFORE USING THESE PLANS ENSURE THAT YOU HAVE THE LATEST REVISION 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. If unsure, please contact TCE. PERMIT DESCRIPTION: FINAL PLAT TAX ID: PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION C0-00 Cover C1-00 Legend & Notes C1-01 Existing Conditions Plan C1-02 Demolition & EPSC Plan C2-00 Overall Site Plan C2-01 Layout & Materials C2-02 Grading Plan C3-01 Utility Plan C4-01 Existing Stormwater Plan C4-02 Proposed Stormwater Plan C8-01 Site Details C8-02 Site Details C8-03 Site Details C8-04 Water Details C8-05 Sanitary Details C8-06 Storm Details C8-07 Storm Details C8-08 EPSC Details C8-09 EPSC Handbook Page 1 C8-10 EPSC Handbook Page 2 C8-11 ATM Details C8-12 ATM Details C8-13 ATM Details LA-1.0 Landscape Plan LA-2.0 Landscape Details LA-2.1 Site Details S1-01 Plat LI-01 Lighting Plan No. 8917 CIVILJENNIFER ANN DESA U T E LSSTATE O F VER M ONT PROF E SSIONAL E N G INEERLICE N S E D C2-03 Phasing Plan SSSSSSSSUP UP UP UP UPUPUPUPUP UP UP UP UPUPUPUPUPUPUPUPUPUPUPUPUPUPUPDDDDDDOHOHOHOHOHOHOHOH OH OH 21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 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 D D D D D D D DD WASTE OIL TANK 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 BUILDING APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" WATER MAIN APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN GAS METER UTILITY COVER SILT FENCE TO TERMINATE AT EDGE OF CONSTRUCTION ENTRANCES SOIL STOCKPILE (TYP.) LOCATION SHOWN FOR ILLUSTRATIVE PURPOSES AND SUBJECT TO CHANGE DURING CONSTRUCTION EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED CHAINLINK CONSTRUCTION FENCE TO BE INSTALLED AROUND PERIMETER OF SITE AT PROPERTY LINE PRIOR TO COMMENCEMENT OF DEMOLITION STABILIZED CONSTRUCTION ENTRANCE 24' WIDE X 30' LONG MINIMUM CONSTRUCTION ENTRANCE (TYP.) SILT FENCE TO BE INSTALLED AROUND PERIMETER OF PROJECT SITE SCESCE SCE CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED ALL OVERHEAD UTILITIES TO BE REMOVED ALL EXISTING UNDERGROUND UTILITIES TO BE REMOVED GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 TO BE REMOVED SILT FENCE TO BE INSTALLED PRIOR TO PAVEMENT DEMOLITION G G G G G G G G G G G G G GGGGGGGUPUPUPUPUPUP UP UGUG UGUG UPUPUPUPUPUPUPUPWWWWW W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS ALL EXISTING TREES AND VEGETATION TO BE REMOVED PROVIDE INLET PROTECTION AROUND ON SITE CATCH BASINS (TYP.)BBBBPROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) 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 ESSIONAL E N G INEERL ICEN 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 Demolition & EPSC Plan C1-02 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 DEMOLITION NOTE: ALL ON SITE EXISTING STRUCTURES, SURFACING, ABOVE GROUND UTILITIES AND BELOW GROUND UTILITIES SHALL BE REMOVED AS SHOWN. NO DEMOLITION SHALL OCCUR WITHOUT PROPER LOCAL/STATE APPROVALS AND IMPLEMENTATION OF EROSION CONTROL MEASURES IN ACCORDANCE WITH APPLICABLE STATE PERMITS AND EROSION CONTROL PLANS. DEMOLITION AND INFRASTRUCTURE REMOVAL SHALL OCCUR IN A RESPONSIBLE MANNER AND IN ACCORDANCE WITH PLANS, SPECIFICATIONS, PERMITS, CONSTRUCTION SITE WASTE REDUCTION PLANS AND OTHER APPLICABLE CODES AND REQUIREMENTS. MOST ITEMS REQUIRED TO BE REMOVED OR ABANDONED ARE LABELED ON THIS SHEET. THE CONTRACTOR SHALL STUDY THESE DESIGN PLANS AND REMOVE OR ABANDON ALL ITEMS NECESSARY TO COMPLETE THE PROJECT, EVEN IF NOT LABELED ON THIS SHEET. IN SOME CASES ABANDONED UTILITIES CAN REMAIN AT THE ENGINEER OR OWNER'S DISCRETION. GAS STATION DEMOLITION NOTE: ALL DEMOLITION AND REMOVAL OF EXISTING FEATURES ASSOCIATED WITH THE PRIOR GAS STATION USE SHALL ADHERE TO VT ENVIRONMENTAL REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ENGINEER REGARDING REQUIRED ENVIRONMENTAL APPROVALS PRIOR TO DEMOLITION. 2 03/28/2023 LETRemove Phasing 3 05/15/2023 CMJStaff Comments DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 2 1 2 213 211 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 GUPUPUPUPUPUGUGUGUG FINANCIAL INSTITUTION ±3,350 SF 14 7 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 1,840 SF SITE AMENITY SPACE 890 SF SITE AMENITY SPACE 210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 1 4 21821821721 5209206205.521221 3 DEDICATED PARKING FOR COMMERCIAL USES ONLY DURING BUSINESS HOURS 2162102112091,900 SF SITE AMENITY SPACE 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 ESSIONAL E N G INEERL ICEN 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:35 SURFACE SPACES 27 GARAGE SPACES TOTAL:62 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 SNOW STORAGE NOTE: SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE WILL BE REMOVED FROM THE SITE. 3 05/15/2023 LETStaff Comments DDDDDDOH OH OH 21 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 GUPUPUPUPUPUGUG UGUGSOL. #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 DDDDDDDDD D D D D D DDDD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL STORMWATER TREATMENT STRUCTURE (TYP.) 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 DETECTABLE WARNING MODULAR BLOCK RETAINING WALL (TYP.) 4' WOOD PRIVACY FENCE RAISED PLANTER w/MODULAR BLOCK WALL STAMPED CONCRETE PAVEMENT 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"-36" 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 UPUPPAVED BIKE PATH SCULPTURE (TYP.) APPROX. LOCATION FOR REFERENCE ONLYFLUSH CURB (TYP.) 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP SIGN 21 3 214 2 1 6 217SB SB SB SB SB SB SB SB SBSBSBSBSB7 ENCLOSED DUMPSTER PROPOSED 12' WIDE CONNECTION FDFDFDFD FD FDFDFDFDFDGARAGE ENTRANCE D DDDD D 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 ESSIONAL E N G INEERL ICEN 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 3 05/15/2023 LETCity Comments DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 21 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 PER DIGSAFE MARKINGS EX. 8" WATER MAIN APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) 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 GUPUPUPUPUPUGUGUG UG45'-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 DDDDDDDDD 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 2 1 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 14 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 ESSIONAL E N G INEERL ICEN 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 3 05/15/2023 CMJStaff Comments DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 2 1 2 213 211 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 GUPUPUPUPUPUGUGUGUG FINANCIAL INSTITUTION ±3,350 SF S P E E D TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 1 4 21821821721 5209206205.521221 3 216210211209PHASE IIPHASE I 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 ESSIONAL E N G INEERL ICEN 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. PROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic  PARCEL ID: 1540-00760 SPAN: 600-188-10694 Phasing Plan C2-03 5/15/2023 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PHASING NOTES: CONSTRUCTION SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING PHASES: 1.PHASE 1: CONSTRUCTION OF TWO BUILDINGS ALONG SHELBURNE ROAD, CURB CUTS, CURBING, SIDEWALKS, SWIFT STREET REC PATH, UTILITIES, PARKING LOT AND DRIVE BASE CONSTRUCTION AND BASE PAVEMENT COARSE, LANDSCAPING AND STORMWATER INSTALLATION IN PHASE 1 AREA 2.PHASE 2: CONSTRUCTION OF MULTIFAMILY RESIDENTIAL BUILDING, CURBING, SIDEWALKS, UTILITIES, AND STORMWATER INSTALLATION IN PHASE 2 AREA 3.PHASE 3: CONSTRUCTION OF TOP PAVEMENT COARSE THROUGHOUT SITE, REMAINING LANDSCAPING, SITE AMENITIES, REMAINING FEATURES, AND FINAL STABILIZATION PHASING LEGEND: PHASE 1 PHASE 2 PHASE 3 NOTE: EROSION CONSTROL MEASURES SHALL REMAIN IN PLACE FOR THE PROJECT DURATION UNLESS FINAL STABILIZATION IS INSTALLED BETWEEN PHASES. THE CONSTRACTOR SHALL STABILIZE AND PROVIDE SAFETY MEASURES FOR ACTIVE CONSTRUCTION AREAS ADJACENT TO COMPLETED PHASES IN ACCORDANCE WITH OSHA REQUIREMENTS. DDDDDDOH OH OH 21 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 PER DIGSAFE MARKINGS EX. 8" WATER MAIN APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) 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 GUPUPUPUPUPUGUG UGUG45'-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 DDDDDDDDD D D D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 1 4 21821821721 5209206205.521221 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 = 206.75 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 = 208.4 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 WITH DEEP SUMP AT OUTLET (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)8" C900 DR148" TEE AND GATE VALVE (TYP)216210211209CB2 (DEEP SUMP) WITH CURB INLET 12" iIN = 209.8 12" iOUT = 209.7 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP UPUP6" ROOF DRAIN 8"X6"X6" TEE, 6" DI STUB, GATE VALVE AND FIRE PROTECTION HYDRANT, REDUCE TO 6" C900 AFTER TEE TO BUILDING 13'6" C900 DR144" C900 DR14 DOMESTIC SERVICE WITH 4" GATE VALVE 6" C900 DR14 FIRE SERVICE PEASTONE DIAPHRAGM (TYP.) 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP 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 ESSIONAL E N G INEERL ICEN 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 3 05/15/2023 CMJStaff Comments 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 DA 3 BIO DA 1 BIO FDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D DDDDDDDDDDDD 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 UPUPSSSSSSSSOH OH OH SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB 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 UTILITY COVER UPUPUPUPUP(3) AF (1) PS (6) RR (5) CAH (6) SJL (6) PVN (1) NS (9) 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) JH (1) CC (3) GT (6) MML (6) PVN (7) SJL (1) PS (5) CAR (14) SBT (1) IVM (3) IVF (3) IVF (1) IVM(3) CS (95) SH (5) CSK (1) IVF (3) AAM (3) VT (1) AB (73) HM (1) CC (9) SAW (1) HSS (1) NS (3) HAP (45) HM (3) RS (3) BM (1) HSS (26) HS,HMA INTERMIXED IN GROUPS OF 5 OR MORE (6) SAW (8) PVN (5) CAH (46) CSK (1) MML (1) BM (11) RAG (1) HSS (1) HSS (1) HSS (1) HSS (1) HAL (1) BM (3) TM (1) TM (6) PVN (6) HS (1) HSS (4) CS (13) ADDA 7 BIO: (14) AN (14) SR (8) IVE (14) SH (14) PVN DA 1 BIO: (25) AN (15) AD (30) EP (20) IVE (40) SS (10) SH (30) PVN DA 3 BIO: (20) AD (25) EP (15) IVE (30) PVN (40) SS (75) SH (36) HS, HMA INTERMIXED IN GROUPS OF 5 OR MORE (1) MML (4) SAW (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 (16) RR (7) RAG (11) SBT (1) NS (3) SJL (16) RAG (6) SJL (25) RAG (48) CAK (27) EP (1) MML (5) RR (6) SJL (19) SBT (14) SAW (3) RS (17) CSK(3) AAM (5) RS (1) CC (5) CS (1) AF (15) CSK (8) CAH (1) PS (58) EPM (12) TM (84) SH 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 3 05/15/2023 LETStaff Comments SOILS NOTE 1.SOILS IN PLANTING AREAS SHALL BE EVALUATED PRIOR TO PLANTING. IF SOILS ARE FOUND TO BE COMPACTED FROM PREVIOUS USE, SOILS SHALL BE REMEDIATED THROUGH DECOMPACTION AND AMENDMENT BASED ON SOIL TESTING FROM A CERTIFIED SOILS LAB AND/OR REPLACED WITH LOAM PLANTING SOIL AS APPROVED BY LANDSCAPE ARCHITECT. Sheet 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.   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 1 05/15/2023 LETStaff Comments 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 CURVED BENCH NTS SCULPTURE 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 EQUAL WOOD PRIVACY FENCE NTS PRODUCT INFORMATION: DESCRIPTION: STAINLESS STEEL GULLS MANUFACTURER: DALE ROGER MODEL: GULLS CONTACT INFO: NAME: Dale Roger WEBSITE: https://dalerogersstudio.com/gulls/ PHONE: 978-621-7826 OR EQUAL DDDDDDOH OH OH SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB 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 UPUPUPUPUPUGUGUG UGD D W W W W WWWWWWWWSSSSSSSSSSSUP UP UPUPA 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 E E E A F F E E E E 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 ESSIONAL E N G INEERL ICEN 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.   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   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. 18 12 C LED1 Site Light MANUFACTURER Galleon Wall Luminaire - Type IV 1 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/A1 E LED7Chase Building CanopyFORMA LIGHTING BULLET 127 - RECESSED C-LITE C-CP-C-SQ-3L-40K-XXX 3499BB12-804032 ATM Canopy F LED2Pureform Bollard - Type VGardco Signify PBL-14-L-100-NW-G2 1 02/09/2023 JADPlan Revisions 12 05/15/2023 AADStaff Comments 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 Page 1 TECHNICAL MEMORANDUM Project: Bourne – Shelburne Rd & Swift St, South Burlington Date: January 12, 2023, rev. March 23, 2023 By: Roger Dickinson, PE 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, background traffic growth factors of 0.0% (2016 to 2024) and 2.5% (2024 to 2029)1 were estimated. 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 1 Continuous Traffic Counter Report (The Redbook) Based on 2021 Traffic Data, Vermont Agency of Transportation, May 2022 1837 226  417 202  1810 214 Shelburne Rd Swift St Shelburne Rd Page 3 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. 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 1837 226  417 419 574 202 21 8  1810 214 45 6 2033 6  6 2  2018 26 Shelburne Rd Shelburne Rd Swift St Bourne Access Bourne Access 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 95% Q 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 D D B D A C 47.8 40.6 38.6 11.7 47.3 7.3 26.2 0.75 0.83 0.96 0.25 0.77 0.70 259’ 398’ 840’ 49’ 274’ 398’ Shelburne Rd / Project Access Project Access WB L/R Shelburne Rd SB L F E 107.6 38.3 0.19 0.05 25’ 25’ Swift St / Project Access Project Access NB L/R Swift St WB L C A 21.3 8.3 0.20 0.01 25’ 0’ 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. Vehicles desiring to exit onto Shelburne Rd at that location will be effectively blocked by northbound Shelburne Rd queuing during peak traffic periods. 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: Page 6 -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. -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. 4 All distances are to the center of the access. APPENDIX A Intersection Capacity Analyses May 24, 2023 VIA EMAIL jennifer.desautels@tcevt.com Jennifer Desautels, P.E. Trudell Consulting Engineers 478 Blair Park Road Williston, VT 05495 Re: 760 & 764 Shelburne Rd. & 31 Swift Street, South Burlington, VT Dear Jenn, At your request, I reviewed the South Burlington zoning ordinance and the most recent staff comments (updated 4/4/2023) regarding the inclusionary housing calculation for the above- referenced development.1 As I read the provisions of Article 18, I agree with the base calculation that the site permits 20 units, of which 3 must be inclusionary.See § 18.01B(2)(a). I also agree that under § 18.01F(2), one additional dwelling unit is allowed for each inclusionary rental unit constructed, which brings the total to 23 (20 market, 3 inclusionary) for the base maximum plus the offset. Additional dwelling units can be sought through a bonus under § 18.01(G)(2), which is a point of disagreement and the reason for this letter. Staff claim that a request for 30 units will require 10 inclusionary units, which I can’t reconcile with the ordinance. By my analysis, the total number of inclusionary units should be 6 or 7, depending on whether the final number is rounded up or down. More specifically, the ordinance allows additional density up to 50% more than the base maximum in the district as part of a bonus system for voluntarily developing additional inclusionary units. The bonus is currently set forth in § 18.01G(2), which states: (2) Density Bonuses. 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…. Density bonus dwelling units are not subject to the inclusionary affordability requirements. (Emphasis added.) 1 I’m working off the most recent version of the ordinance. The application was filed under the prior ordinance, but I don’t see any meaningful differences here. MARK HALL mhall@pfclaw.com Jennifer Desautels, P.E. May 24, 2023 Page 2 As I read this provision, § 18.01G(2), the development of one additional inclusionary rental unit entitles the developer to one additional market rate unit up to the density of 50% more than the base maximum. Under this calculation, the additional 7 units should be split between inclusionary and not. And the provision expressly excludes the bonus units from affordability requirements. This would put the total inclusionary requirements for the entire development at 6 or 7 depending on whether one rounds up or down. If the request is for 30 units, the split would be 23 market rate and 7 inclusionary, conservatively. I understand staff disagrees, but I don’t see how their conclusions are drawn from the language of the ordinance. Ordinances are interpreted like statutes. Agency of Natural Res. v. Weston, 2003 VT 58, ¶ 16, 175 Vt. 573. The reader presumes that all language is inserted advisedly. Clymer v. Webster, 156 Vt. 614, 625, 596 A.2d 905, 912 (1991). Any construction must be avoided that would render a material part of the language superfluous.See, Trombley v. Bellows Falls Union High School, 160 Vt. 101, 104, 624 A.2d 857, 860 (1993). Thus, a provision cannot be construed “in a way that renders a significant part of it pure surplusage.”State v. Beattie, 157 Vt. 162, 165, 596 A.2d 919, 921 (1991). Instead, it is required that this must look to its entirety and attempt to harmonize the constituent parts.Lemieux v. Tri–State Lotto Comm'n, 164 Vt. 110, 113, 666 A.2d 1170, 1173 (1995). If there’s any ambiguity, which I don’t think there is in this case, “any uncertainty must be decided in favor of the property owner.”In re Vitale, 151 Vt. 580, 584, 563 A.2d 613, 616 (1989). As I read the ordinance, §18.01(G)(2) unambiguously (and by obvious intent) creates an incentive for voluntarily building additional inclusionary housing. In doing so, it provides a reward of additional market rate units on a one-for-one ratio in the case of rental units or two- for-one ratio in the case of ownership units. Put simply, the provision only makes sense if the developer gains market units as a bonus for voluntarily adding inclusionary units. Under staff’s calculation, however, a request of 30 units means all the units added under § 18.01G(2) must be inclusionary, which is not a bonus at all. I find it difficult to believe that one would ever utilize the bonus were that the case. The provision clearly incentivizes developing more inclusionary housing by permitting more market units, albeit on a closer ratio than would otherwise be required. Hopefully, this is helpful for you. I’m happy to respond to any questions or comments if you’d like. Cordially yours, PAUL FRANK + COLLINS P.C. Mark Hall MGH:jtg 8871073_1:14629-00002 1 AFFORDABLE HOUSING COVENANT This Affordable Housing Covenant is made as of this ___ day of ___________, 2023 by and between 760 SHELBURNE ROAD, LLC, a Vermont limited liability company (“Owner”), and the CITY OF SOUTH BURLINGTON, a Vermont municipal corporation (“City”). WHEREAS, Owner is the owner of those certain lands and premises located at 760 Shelburne Road, in the City of South Burlington, County of Chittenden and State of Vermont, as further described in a Warranty Deed from Gary Bourne and Irene Bourne to Owner dated ____________, 2023 and recorded in Book ___ at Pages ___-___ of the South Burlington Land Records (the “Property”). WHEREAS, the South Burlington Development Review Board has issued Preliminary and Final Plat Approval #SD-23-05 (the “Approval”) authorizing Owner to create a three-lot planned unit development, including a three-story, 27-unit multi-family residential building (the “Multi- Family Building”); WHEREAS, the Approval requires that five of the dwelling units within the Multi-Family Building qualify as “Affordable Housing” under the City’s Land Development Regulations; WHEREAS, Owner has designated that Units __, __, __, __, and __ within the Multi-Family Building as the dwelling units that qualify as “Affordable Housing” (the “Affordable Dwelling Units”); WHEREAS, Section 2.02 (Specific Definitions) of the Regulations defines Affordable Housing as either of the following: (A) Housing that is owned by its inhabitants, whose gross annual household income does not exceed eighty percent (80%) of the median income for the Burlington-South Burlington Metropolitan Statistical Area (MSA), as defined by the United States Department of Housing and Urban Development, and the total annual cost of the housing. including principal, interest, taxes and insurance, is not more than thirty percent (30%) of the household's gross annual income; or (B) Housing that is rented by its inhabitants, whose gross annual household income does not exceed eighty percent (80%) of the median income for the Burlington/South Burlington Metropolitan Statistical Area (MSA), as defined by the United States Department of Housing and Urban Development, and the total annual cost of the housing, including rent, utilities and condominium association fees is not more than thirty percent (30%) of the household’s gross annual income; WHEREAS, the Approval, as well as applicable sections of the Regulations, require a mechanism to ensure that the Affordable Dwelling Units will remain affordable in perpetuity; WHEREAS, the City has agreed that a covenant which encumbers the title to the parcel containing Multi-Family Building which will run with the land will ensure that the Affordable Dwelling Units will remain affordable in perpetuity and the following covenants shall apply to the Affordable Dwelling Units; and NOW THEREFORE, in consideration of the foregoing recitals, and for other good and valuable consideration, the sufficiency of which are hereby acknowledged, Owner, for itself and its 2 successors and assigns does freely give, grant, sell, convey, and confirm unto the City forever, the following perpetual covenants in the Affordable Dwelling Units: 1. APPLICABLE ORDINANCE. This instrument is created for the purpose of complying with the Approval and the requirements of Sections 18.02 and 2.02 of the Regulations to ensure the Affordable Dwelling Units will remain affordable in perpetuity. 2. RESTRICTIONS. Subject to the terms and conditions hereof, and pursuant to the Regulations, the Affordable Dwelling Units shall be rented to inhabitants who meet the Affordable Income Limit (defined below). The Affordable Dwelling Units shall remain affordable in perpetuity commencing from the date of initial occupancy. The Affordable Dwelling Units shall not be used for temporary housing. The terms, conditions and restrictions hereof shall run with the title to the parcel containing the Multi-Family Building Dwelling Units and shall be binding upon Owner and Owner’s successors and assigns and shall be for the benefit of the City and its successors and assigns. 3. AFFORDABLE INCOME LIMIT. The affordable income limit for inhabitants of an Affordable Dwelling Unit shall be eighty percent (80%) of the annual Median Family Income for the Burlington/South Burlington Metropolitan Statistical Area (MSA) as defined by the United States Department of Housing and Urban Development (the “Affordable Income Limit”). For example, for 2022, the Median Family Income is $109,000 and the Affordable Income Limit is $87,200 ($109,000 x 80% = $87,200). 4. RENT CALCULATION. The Affordable Dwelling Units shall be rented by Owner to inhabitants who earn less than or equal to the Affordable Income Limit. The Rent shall be established by multiplying the Affordable Income Limit by thirty percent (30%) and dividing the result by 12 to establish the maximum allowed monthly outlay for payment of rent, utilities and condominium association fees. for example, for 2022, this would be ($87,200 x 30%) / 12 = $2,180.00. This amount is the permitted (2022) monthly outlay for rent, utilities and homeowner’s association fees. Annual rent increases shall be limited to the percentage interest in the median household income within the Burlington-South Burlington Metropolitan Statistical Area (MSA), except to the extent that further increases are made necessary by documented hardship or other unusual conditions. 5. DEMONSTRATION OF COMPLIANCE. Except as provided in Section 12 below, an Affordable Dwelling Unit shall not be rented without compliance with this Agreement. In order to demonstrate compliance with this Agreement prior to any proposed rental of an Affordable Dwelling Unit, Owner shall provide to the City a written notice of its intent to rent the Affordable Dwelling Unit with a proposed Certificate of Compliance (attached hereto as Exhibit A) showing the Affordable Income Limit and calculation of Rent. At the election of the City, the City or its designee shall recertify the eligibility of each tenant of an Affordable Dwelling Unit annually and shall direct Owner to obtain and submit an updated Exhibit A for such tenants. The City shall review the proposed Exhibit A and provide Owner with a signed Certificate of Compliance confirming its agreement within thirty (30) days of the receipt of the completed Certificate of Compliance or provide a revised, approved Certificate of Compliance if 3 the City believes the amounts in the initial Certificate of Compliance are incorrect. The approved and fully-executed Certificate of Compliance shall be valid for 365 days from the date of such certification. Should an existing tenant of an Affordable Dwelling Unit cease to earn less than the Affordable Income Limit, or refuse or otherwise fail to re-submit a revised Exhibit A following a request by Owner, then Owner shall commence eviction proceedings against such tenant within ninety (90) days and diligently pursue such eviction proceedings to their conclusion. 6. DURATION. Unless sooner terminated in accordance with the terms and conditions hereof or in accordance with the Regulations, this Agreement shall run with the title to the Multi- Family Building in perpetuity. 7. CONVERSION TO CONDOMINIUM. In the event that Owner seeks to convert the Multi-Family Building to a condominium, Owner shall provide the City with at least ninety (90) days’ advance notice of the effective date of such conversion. In such event, the City agrees to work in good faith with Owner to negotiate and execute an amendment to this Affordable Housing Covenant to ensure that each Affordable Dwelling Unit continues to qualify as “Affordable Housing” in perpetuity following its initial sale to a purchaser other than Owner and any subsequent re-sale. 8. ENFORCEMENT. This Agreement may be enforced in accordance with its terms by the City, or by any other entity which is an assignee under a recorded assignment and is authorized to enforce the same. The City may also assign its rights to determine compliance with the terms and conditions of this Agreement provided written notice of such assignment is provided to Owner. Owner acknowledges that the Affordable Dwelling Units are impressed with a public interest and that money damages to the enforcing entity in the event of a violation are likely to be difficult or impossible to calculate. Accordingly, but without limitation, this Agreement may be enforced through an equitable decree appropriate to the case, including a decree of specific performance. No action for enforcement may be brought unless the City or its assignee has first delivered to Owner written notice of an alleged violation hereof, and such violation has not been remedied or a written plan for remedy reasonably satisfactory to the City or its assignee has been provided within sixty (60) days after the date of delivery of such notice. In addition to all other available remedies, if the City or its assignee is required to pursue legal action to enforce this Agreement, the City or its assignee shall be entitled to recover from Owner its reasonable attorney's fees incurred in such action. 10. MODIFICATION. This Agreement may be modified or terminated prior to its expiration only in accordance with the terms provided herein, or upon the written consent of Owner and the City, which consent shall be executed, acknowledged and recorded in the manner provided by law for the execution, acknowledgment and recording of deeds. In the event that the Applicable Ordinance referenced in Section 1 above is amended, this Affordable Housing Covenant and Exhibit A may be amended by Owner upon notice to the City in order to comply with the said amendment. 4 11. NOTICES. All notices, demands, or other writings required to be given by the parties hereto pursuant to this Agreement shall be sufficient if sent by certified mail, return receipt requested, and addressed as follows: Owner: City: 760 Shelburne Road, LLC Planning Director Attn: Gary Bourne City of South Burlington 414 West Grove St. 180 Market St. Middleboro, MA 02346 South Burlington, VT 05403 or to such other address as the parties may provide to one another by a writing conforming to this notice provision. Each party hereby agrees to promptly notify the other of any successor and changes in address. IN WITNESS WHEREOF, the parties hereto have executed this Affordable Housing Covenant as of the date set forth above. 760 SHELBURNE ROAD, LLC By: _________________________________ Gary Bourne, manager and duly authorized agent STATE OF _______________ COUNTY OF _______________, SS. At _______________, in said County and State, this ___ day of ________, 2023, before me personally appeared Gary Bourne, manager and duly authorized agent of 760 Shelburne Road, LLC, to me known or proven to be the person who executed the foregoing instrument, and he thereupon duly acknowledged to me that he executed the same to be his free act and deed, and the free act and deed of 760 Shelburne Road, LLC. [NOTARY SEAL] ______________________________ Notary Public My commission expires: _____________ 5 CITY OF SOUTH BURLINGTON By: _________________________________ Jessie Baker, City Manager and duly authorized agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington, in said County and State, this ___ day of ________, 2023, before me personally appeared Jessie Baker, City Manager and duly authorized agent of the City of South Burlington, to me known or proven to be the person who executed the foregoing instrument, and she thereupon duly acknowledged to me that she executed the same to be her free act and deed, and the free act and deed of the City of South Burlington. [NOTARY SEAL] ______________________________ Notary Public My commission expires: _____________ A-1 EXHIBIT A TO AFFORDABLE HOUSING COVENANT CERTIFICATE OF COMPLIANCE This form or an alternate approved by the City of South Burlington shall be prepared by the owner of the Multi-Family Propert located at 760 Shelburne Road, South Burlington, Vermont and shall be submitted for approval to the City of South Burlington or its assignee prior to the proposed rental of any Affordable Dwelling Unit in order to confirm the Affordable Income Limit of an eligible tenant and the maximum Rent which would qualify under the conditions of the Affordable Housing Covenant. Owner is to complete the following: UNIT NUMBER: ______ DATE OF RENTAL: _______________, 20__ Step 1: Enter current Median Family Income for Burlington-South Burlington MSA: $______________________ (A) Attach published documentation establishing median household income for Burlington-South Burlington, VT MSA in effect as of the date of this request. Step 2: Multiply (A) x 80% = $______________________ (B) This is the Affordable Income Limit of any eligible Tenant(s). Step 8: Multiply (B) x 30% = $______________________ (C) Step 3: Enter Proposed Monthly Rent = $______________________ (D) Step 4: Enter Monthly Projected Utilities = $______________________ (E) Attach supporting documentation. Step 5: Enter Monthly Projected Homeowners’ Association Fees = $______________________ (F) Attach supporting documentation. Step 6: Add (D), (E), and (F) = $______________________ (G) This is the total monthly household expense calculation used to determine affordability. Step 7: Multiply (F) x 12 = $______________________ (H) Step 9: Is (H) less than or equal to (C)? □ YES □ NO If YES, then the proposed Rent in (D) qualifies as affordable under the Affordable Housing Covenant. A-2 I hereby certify, under the pains and penalties of perjury, that as of the date of the rental of the Affordable Dwelling Unit set forth above, the foregoing information regarding Rent, Monthly Projected Utilities, and Monthly Projected Homeowners’ Association Fees is true to the best of my knowledge, and that I have requested and reviewed documentation provided by the prospective tenants for the Affordable Dwelling Unit set forth above demonstrating their gross annual household income, and I confirm that such gross annual household income is less than or equal to the amount listed in Line (B) above. 760 SHELBURNE ROAD, LLC By: _____________________________ Authorized Agent Print Name: Prospective Tenant(s) is/are to complete the following: I/we hereby certify, under the pains and penalties of perjury, that as of the date of the rental of the Affordable Dwelling Unit set forth above, my/our gross annual household income is less than or equal to the amount listed in Line (B) above. _____________________________ _____________________________ Tenant #1 Signature Tenant #2 Signature Print Name: Print Name: City is to complete the following: On behalf of the City of South Burlington, I have reviewed these calculations and supporting documentation provided and certify that as of this date the Rent for the Affordable Dwelling Unit listed in Line (D) above, and the proposed rental to the tenants listed above, are in compliance with the Affordable Housing Covenant applicable to the Affordable Dwelling Unit. This certification is valid for one (1) year from the date below. Date: ______________, 20__ _____________________________ Authorized Agent Print Name: 8871188_1:14629-00001 April 10, 2023 Development Review Board City of South Burlington 180 Market Street South Burlington, VT 05403 Subject: Bourne Drive-Through ATM Development Review Board Members, The following letter is in response to DRB Member Frank Kochman’s request for a succinct summary regarding why the applicant believes a drive-through ATM should be permitted at the Bourne site located at Shelburne Rd. and Swift St. This issue stems from the fact that while a drive-through ATM is permitted in the underlying zoning district, the Planned Unit Development (PUD) regulations include one sentence that states that new drive-through ATMs should not be allowed in new PUDs. However, the Development Review Board (DRB) has the overriding authority to allow a drive- through ATM under Section 15.C.01. of the regulations. This section notes that the DRB has the authority to modify the regulations “in support more efficient, compact, walkable, and well- planned forms of residential neighborhood, mixed use, and infill development.” We feel that the DRB should allow a drive-through ATM for the following reasons: 1.The drive-through ATM reduces parking space demand during peak business hours by providing an alternative option for vehicular users. The drive-through option allows those users arriving by car to utilize the drive-through ATM, and therefore avoiding the need to utilize a parking space. This is particularly helpful during peak traffic hours for the commercial/retail businesses. 2.The proposed bank includes a walk-up ATM inside the vestibule area of the bank. The walk-up ATM allows pedestrians and cyclists to utilize a walkable option on-site. The vestibule ATM is open 24-hours a day. 3.A separate drive-through ATM and walk-up ATM increases safety for all users.The separate drive-through and walk-up ATM options increase safety by separating the majority of drivers who wish to utilize an ATM to the drive-through lane from the pedestrians and cyclists utilizing the walk-up ATM. This separation of users provides less opportunity for pedestrian/cyclist/vehicle conflicts by providing two separate access areas. 4.The drive-through ATM is more inclusive and provides increased access for more community members.The drive-through ATM will benefit: physically challenged individuals, parents of young children, and elderly community members. It is certainly easier for someone in a wheelchair to utilize a drive-through ATM rather than a walk-up ATM option. By providing both a drive-through ATM and a walk-up ATM, users can choose what works best for them. 5.The drive-through ATM provides a benefit to community members during inclement weather situations.Vermont is known for its harsh winters and variable weather conditions and the drive-through ATM provides a safe option for ATM access during heavy rain, snow, or ice storms. 6.The overall site design is more efficient, compact, and walkable through the use of the PUD mechanism. The project is being developed as a PUD to create a cohesive site design that is pedestrian- and cyclist-friendly. The compact site includes many sidewalks, green spaces and gathering areas that allow for a positive user experience. The site incorporates loading and drop off zones, and delivery vehicle parking in consideration of modern life. The PUD includes consistent open spaces themes and hardscape features that are carried #22-523 Shelburne & Swift Page 2 of 2 throughout the site. The PUD includes commercial, retail and residential uses, which allows for shared parking and ease of walking between on-site and offsite uses. The drive-through ATM is in support of the financial institution use included within this PUD. The drive-through ATM is a key feature and supports the development of this uniquely designed compact site. 7.A drive-through ATM is consistent with surrounding uses.A drive-through ATM in this location fits within the surrounding area. It is not located in the City Center or another pedestrian-centric location. 8.A drive-through ATM is allowed in this location. If the applicant chooses to do so, he could withdraw the current PUD application and submit a site plan application for a bank with a drive-through ATM on the existing corner lot, which would be allowed in this same location since it is allowed in the underlying zoning district. As proposed, the PUD benefits both the applicant and the City. The PUD allows for this unique site to be designed in a way that promotes a compact, higher density mixed-use redevelopment of an infill site. Developing the site as a PUD creates a more cohesive use of these three separate lots, which allows the applicant to remove 2 of the 4 curb cuts on this site. We feel that this project benefits both the applicant and the community by: improving traffic safety by reducing site access points; providing much needed housing (including inclusionary housing); and providing an attractive site with smart open space designs as well as beautifully landscaped green areas. The applicant should not be penalized for utilizing a PUD in this location. The DRB has the authority to approve a drive-through ATM in this location, which is consistent with the underlying zoning. We feel that the drive-through ATM positively contributes to the project and local community in a variety of ways as outlined above. We can confidently say that the drive- up ATM supports a “more efficient, compact, walkable, and well-planned forms of residential neighborhood, mixed use, and infill development.” We appreciate your consideration of this matter. Sincerely, Jennifer A. Desautels, P.E. Director of Operations DDDDDDOH OH OH 21 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 PER DIGSAFE MARKINGS EX. 8" WATER MAIN APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) 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 GUPUPUPUPUPUGUG UGUG45'-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 DDDDDDDDD D D D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 1 4 21821821721 5209206205.521221 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 = 206.75 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 = 208.4 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 WITH DEEP SUMP AT OUTLET (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)8" C900 DR148" TEE AND GATE VALVE (TYP)216210211209CB2 (DEEP SUMP) WITH CURB INLET 12" iIN = 209.8 12" iOUT = 209.7 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP UPUP6" ROOF DRAIN 8"X6"X6" TEE, 6" DI STUB, GATE VALVE AND FIRE PROTECTION HYDRANT, REDUCE TO 6" C900 AFTER TEE TO BUILDING 13'6" C900 DR144" C900 DR14 DOMESTIC SERVICE WITH 4" GATE VALVE 6" C900 DR14 FIRE SERVICE PEASTONE DIAPHRAGM (TYP.) 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP 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 ESSIONAL E N G INEERL ICEN 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 3 05/15/2023 CMJStaff Comments