Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Agenda 08_SP-22-004_510 Shelburne Rd
1 Marla Keene From:Lucy Thayer <Lucy.Thayer@tcevt.com> Sent:Wednesday, March 2, 2022 7:54 AM To:Marla Keene Cc:Bryan Cairns; Jennifer Desautels; Colen Johnson; tyler@rabideau-architects.com Subject:EXTERNAL: 510 Shelburne Road - Response to Staff Comments SP 22-004 Attachments:510 Shelburne Road - Burlington ROW Planting Email w City Arborist.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A101 - FIRST FLOOR PLAN.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A102 - SECOND FLOOR PLAN.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A103 - THIRD FLOOR PLAN.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A104 - FOURTH FLOOR PLAN.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A201 - EXTERIOR ELEVATIONS.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A202 - EXTERIOR ELEVATIONS.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A203 - EXTERIOR ELEVATIONS.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A901 - NORTHWEST PERSPECTIVE.pdf; 510 SHELBURNE ROAD - revised 02-25-2022 per staff report - Sheet - A902 - SOUTHEAST PERSPECTIVE.pdf; C2-01 Site Plan_Rev_2022 0204_Interior Island and Parking Lot Width.pdf; LA 2-01 Landscape_Rev_2022 0228.pdf This message has originated from an External Source. Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Hi Marla, Please see below for responses to staff comments for # SP 22-004 510 Shelburne Road in advance of the DRB hearing. Also attached are revised plans and supplemental information that address some of the below comments. 1. (a) Provision of Options to acquire all necessary TDRs from a designated Sending Area as part of any application to the Development Review Board or Administrative Officer in accordance with Article 9 of these Regulations. The applicant must provide an option agreement to purchase one (1) TDR, equal to 0.83 acres, from a designated sending area, prior to approval. Response: The Applicant is reviewing this comment and options, and will provide a response at or before the DRB hearing. 2. Staff considers some of the requested uses are not compatible with the proposed building and therefore should not be permitted under an umbrella. Exclusion of a use from the umbrella permit does not prohibit the applicant from applying for that use; they simply must obtain a site plan approval to do so. Staff recommends the Board exclude the red italic uses from the umbrella permit, principally because these uses require different site amenities to function, with the exception of Cannabis Dispensary which may not be located within 1,000 ft of the property line of an existing childcare use. 2 Response: The Applicant would like to include the Cannabis Dispensary use in the Umbrella Permit in the circumstance the regulations are revised to reduce setback distances from childcare use. The Applicant is otherwise ok with removing other uses Staff has identified as “not compatible” from the umbrella permit that include Food Hub, Bank or Credit Union with drive-though, Hotel, and Seasonal Mobile Food Unit. 3. No information is provided regarding whether the proposed glazing is transparent. Staff recommends the Board ask the applicant what their intention is regarding transparency, and, if their proposal meets the minimum requirement, include it as a condition of approval. Response: The final glazing plan will be developed once a tenant has been determined, however the applicant will ensure all glazing for the project will meet the minimum requirements per the LDR’s. See attached for updated architectural plans showing additional information on the building glazing. 4. Some glazing is proposed to be more than 7-ft high, but not all. Staff recommends the Board ask the applicant to identify what percentage of the width of the building facades are glazed with glazing 7-ft in height or greater. Response: All glazing has a height of 7-feet or greater. See revised exterior elevations with dimensions added to confirm. 5. On Shelburne Street, first stories must have a minimum of 60% glazing when measured by width. It appears approximately 58% glazing is provided, and some of the provided glazing is less than the required minimum height of 7-ft. Staff recommends the Board require the applicant to modify their plans as necessary to meet this criterion, and to demonstrate compliance with this criterion through dimensional information. Response: All glazing meets the 7-foot height requirement, dimensions have been added to the exterior elevations for clarification. The glazing facing Shelburne Street has been revised. The two entrances on each side of the building have been revised to have a single door and sidelights. The overall dimension of this glazing is 1’-0” larger than the previously shown elevations. Calculations are provided with the West elevation showing that the glazing now meets the 60% requirement. 6. On Bacon Street, first stories must have a minimum of 40% glazing across the width of the building façade. Staff estimates approximately 53% is provided, but some of the glazing is less than the required minimum 7-ft in height. Staff therefore recommends the Board require the applicant to provide dimensional information demonstrating that the width of glazing that is greater than 7-ft in height is 40% or more of the facade. Response: The North Elevations facing Bacon Street has been updated to show the height of all glazing, which is all over 7-feet, and the calculations for required glazing width. 7. Staff recommends the Board ask the applicant whether rooftop elements are proposed. Rooftop elements must be screened or grouped and integrated into the architecture of the building. Response: The mechanical plans not have been finalized, however some rooftop elements are anticipated at this time. The Applicant will screen and/or group the rooftop elements and integrate them into the architecture per the LRDs and applicable requirements. 8. (c) Parking Area Width. Surface parking areas and affiliated drive aisles located to the side of buildings shall not exceed the building width along any street frontage. This may be calculated separately or cumulatively for corner lots. This criterion is not met. Calculated cumulatively, the width of the building is approximately 103 ft, while the width of parking and affiliated drive aisles is approximately 120 feet (excluding the center parking lot island). Staff recommends the Board require the applicant to modify their plans to meet this criterion. 3 Response: We believe there is an error in the Staff calculation. The project is located on a corner lot and, per the regulations, the building width can be calculated cumulatively. The cumulative building width is 152 feet (103 + 49) and the parking lot width is 120 feet (excluding the interior parking lot island), which does meet the criteria. See the attached Supplemental Information exhibit showing the calculations and dimensions. 9. There is an existing 50-ft wide access easement on the southwest corner of the site indicated on the provided plans as “To Farrell Street.” The applicant is proposing to reduce the connection between the site and the adjoining site from being completely open to a 25-ft driveway to the south. Staff supports this modification, but recommends the Board ask the applicant to describe the restrictions of the existing 50-ft wide access easement for the purposes of evaluating whether the proposal is consistent with the requirements of that easement. Response: The 50’ access easement is described in the deed as benefiting the Champlain Oil Company and to be used in common with others for access “to Farrell Street.” Our interpretation of “others” is primarily meant to be the users of the project parcel and Champlain Oil Company customers because the easement provides access to the Farrell Street and the signalized intersection; there is no specific designation or definition of “others” in the deed. Even if “others” is interpreted to mean the adjoining lot to the south, we believe the proposed project is consistent with the easement because the site layout provides access between the two parcels and to Farrell and Bacon Streets. The proposed access is shifted to an area that better ties into the circulation of the parcels, will be more safe for vehicular traffic, and is not directly parallel to Shelburne Road. 10. There is a bike storage room on the first floor. Staff recommends the Board require the applicant to demonstrate that the storage room accommodates the required minimum bicycles, and that the commercial tenants have access to it’s use. Response: The project provides the required long term storage for both residential and commercial users in the bike storage room as shown on the revised architectural plans, see attached revised first floor plan. 11. Staff recommends the Board require the applicant to demonstrate that the crabapples in the Shelburne Road ROW will be allowed by the City of Burlington prior to allowing them to count towards the minimum required landscaping budget. Response: The Burlington City Arborist, V.J. Comai, has confirmed the crabapples in the Shelburne ROW are allowed. See attached email correspondence with V.J. Comai confirming the planting is permitted. Per the Burlington City Arborist’s recommendation, the species of crab apples has been revised to be the ‘Donald Wyman’ cultivar. 12. (2) In all parking areas containing twenty-eight (28) or more contiguous parking spaces and/or in parking lots with more than a single circulation lane, at least ten percent (10%) of the interior of the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such requirement shall not apply to structured parking or below-ground parking. 33 parking spaces are provided. Staff recommends the Board require demonstration that this criterion is met prior to closing the hearing. Response: The interior parking lot area is 15,421 SF and the required 10% interior landscaped area is 1,542 SF. The interior landscape plan provided is 1,724 SF, therefore this criterion is met. See attached plan for calculations. 4 13. Staff recommends the Board determine whether to allow the proposed landscaping elements to count towards the required minimum landscaping budget. Staff has some increasing concern about the likelihood of perennial plantings to be maintained “in perpetuity” and recommends the Board consider a more general approach should they wish to continue allowing perennial plantings toward required minimums, such as allowing a certain value per square foot of perennial bed. Response: The Applicant requests the Board allow credit for the perennial planting because there are locations where planting woody material (trees and shrubs) is inappropriate, impracticable, or infeasible. For instance, parking lots, sidewalks, drive aisles, and circulation routes have winter maintenance considerations like plowing, where woody plant material along perimeters or in interior planting islands are more likely to be damaged by plowing and snow removal. Public Works Comments as noted in the Staff Report: The Acting Director of Public Works reviewed the plans on February 16, 2022 and offers the following comments. 1. The applicant will need to prepare and submit a Grease, Oil and Sand Interceptor Permit as part of this application. Response: This Grease, Oil, and Sand Interceptor permit application was submitted and received by Todd Gregory of the South Burlington Public Works on January 25, 2022. 2. All connections and work proposed in the Route 7 ROW are outside of South Burlington. The applicant will need to coordinate with the City of Burlington for work proposed in these areas. Response: This is understood. The South Burlington Water Department Director reviewed the plans on February 14, 2022 and offers the following comments. 1. The water line on Bacon Street is owned and supplied by the City of Burlington. They must be contacted to approve the proposed connection and use. Response: The City of Burlington has provided Water allocation and approval for this connection. 2. As shown on these plans the wastewater connection appears to flow to the City of Burlington. There have been some changes made to wastewater flows that might make this plan incorrect. Prior to connecting to the sewer main on Bacon Street, the flow direction and ultimately the receiving WW facility must be confirmed, and that information provided to the City of South Burlington and the South Burlington Water Department for correct billing information. Response: It is understood that the sewer main on Bacon Street, proposed for connection from this project, goes to the City of South Burlington wastewater treatment plant based on previous discussions with both municipalities. It should also be noted that preliminary wastewater allocation was issued on June 8, 2020 from the City of South Burlington (as the wastewater connection on Bacon Street was directed toward the South Burlington WWTP) for the previous version of this project. A separate preliminary wastewater allocation request, for the proposed project, was submitted to the South Burlington Public Works on January 20, 2022 and is pending. 3.The SBWD will bill the property owner for stormwater based on South Burlington Stormwater information provided to this department. Response: Understood City Arborist 5 • Due to existing site conditions i.e. pavement/compacted soils, soil replacement and/or decompaction of soils will most likely be necessary to provide conditions suitable for tree and shrub growth Response: Yes. • Be aware that crabapples slated to be planted in the greenbelt along Shelburne Rd are in the city of Burlington’s Right of Way Response: Understood. Please let us know if you have any questions or would like to discuss this in advance of tonight’s meeting. Thanks, Lucy tcevt.com Lucy Thayer, PLA Senior Landscape Architect e. Lucy.Thayer@tcevt.com p. 802.879.6331 x108 | c. 802.236.3932 478 Blair Park Road, Williston, VT 05495 42 Mapleville Depot, St. Albans, VT 05478 Click to vote for TCE as Best Engineer (scroll down page, hit Start Survey – we are on page 2) This message comes from an external organization. Be careful of embedded links. Don't open any attachment or link unless you trust the sender. If you have any question or hesitation about its authenticity please ask IT for another opinion. A203A201A2031A202121FF1122334455667788DDCCAABBEEELEV. EQUIP007COMMERCIALSPACE-1001STAIR-A002JANITOR'SCLOSET003MECHANICAL004LOBBY005STAIR-B006COMMERCIALSPACE-2008ELEVATOR1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"2' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"2' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 2"9' - 8"6' - 2"50' - 0"102' - 0"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"18' - 3"5 1/2"15' - 8"5 1/2"8' - 2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"4' - 9 3/4"4' - 1"2' - 2"11' - 4"2' - 2"4' - 9 3/4"4' - 9 3/4"6' - 0 1/2"6' - 0 1/2"102' - 0"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"12' - 1 1/2"5 1/2"7' - 4"5 1/2"2' - 6"5 1/2"9' - 2"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"4' - 9 3/4"5' - 0 1/4"5' - 0 1/4"4' - 9 3/4"6' - 0 1/2"6' - 0 1/2"50' - 0"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"3' - 4"5' - 10"5' - 10"6' - 3 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"BIKESTORAGE404ELECTRICAL405SPRINKLER40611' - 0"11' - 0"5' - 6"5' - 6"5' - 6"5' - 6"3' - 8"3' - 8"10' - 0 1/2"12' - 4"CLOTHES LOCKERRabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA101FIRST FLOOR PLANSOUTH BURLINGTON, VERMONT200303/10/21510 SHELBURNE ROAD3/16" = 1'-0"1FIRST FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEEOPEN OFFICESPACE204STAIR-A201CORRIDOR202STAIR-B203ELEVATOR1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"5' - 10"10' - 5"10' - 5"5' - 10"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 6"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"5' - 6"5' - 6"4' - 9 3/4"5' - 0 1/4"5' - 0 1/4"4' - 9 3/4"5' - 6"5' - 6"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 2"9' - 8"6' - 2"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"18' - 3"5 1/2"15' - 8"5 1/2"8' - 2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"5' - 6"5' - 6"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"5' - 8"5' - 8"2' - 2"4' - 1"4' - 9 3/4"5' - 6"5' - 6"6' - 0 1/2"6' - 0 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA102SECOND FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1SECOND FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEESTAIR-A301CORRIDOR302STAIR-B303ELEVATORUNIT TYPE -A302UNIT TYPE -A301UNIT TYPE -B303UNIT TYPE -A304UNIT TYPE -A3051' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 7 1/2"5 1/2"8' - 2"5 1/2"15' - 8"5 1/2"8' - 2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"5' - 8"5' - 8"2' - 2"4' - 1"4' - 1"4' - 9 3/4"4' - 9 3/4"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"5' - 0 1/4"4' - 9 3/4"5' - 10"10' - 5"10' - 5"5' - 10"4' - 9 3/4"5' - 0 1/4"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"2' - 3"3' - 3"3' - 3"2' - 3"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"6' - 6"12' - 0"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA103THIRD FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1THIRD FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEEUNIT TYPE -A402UNIT TYPE -C401UNIT TYPE -A404UNIT TYPE -C403STAIR -A401CORRIDOR402STAIR -B4031' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"102' - 0"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"102' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"48' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"48' - 0"21' - 11"13' - 1"12' - 9 3/4"12' - 9 3/4"13' - 1"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 7 1/2"5 1/2"8' - 2"5 1/2"24' - 3 1/2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"2' - 3"3' - 3"3' - 3"2' - 3"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"3' - 9"3' - 10"3' - 9"2' - 2"5 1/2"4' - 1"4' - 1"4' - 9 3/4"4' - 9 3/4"2' - 3"3' - 3"3' - 3"2' - 3"3' - 7 1/2"4' - 10"3' - 7 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"6' - 2"9' - 8"6' - 2"3' - 10"4' - 5"3' - 10"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"2' - 3"3' - 3"3' - 3"2' - 3"4' - 9 3/4"5' - 0 1/4"4' - 2"4' - 10"4' - 10"4' - 10"4' - 10"4' - 10"4' - 2"5' - 0 1/4"4' - 9 3/4"2' - 3"3' - 3"3' - 3"2' - 3"3' - 7 1/2"4' - 10"3' - 7 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"6' - 2"9' - 8"6' - 2"3' - 10"4' - 5"3' - 10"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA104FOURTH FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1FOURTH FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022 SECOND FLOOR114' -0"FIRST FLOOR100' -0"THIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"123456789' - 4"9' - 4"7' - 4"8' - 0"9' - 4"9' - 4"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA201EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1EAST ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022 SECOND FLOOR114' -0"FIRST FLOOR100' -0"THIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"123456787' - 4"9' - 4"8' - 0"9' - 4"9' - 4"7' - 4"9' - 4"103' - 2 1/4"8' - 0"8' - 0"3' - 1 1/8"8' - 0"4' - 4"7' - 4"3' - 11 1/4"6' - 4"4' - 11 3/4"6' - 4"4' - 1"6' - 4"4' - 1"6' - 4"4' - 11 3/4"6' - 4"3' - 11 1/4"7' - 4"4' - 4"8' - 0"3' - 1 1/8"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA202EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1WEST ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022CALCULATION OF GLAZING PERCENTAGE BASED ON WIDTH:TOTAL LENGTH OF GLAZING = 62.31 FEETTOTAL LENGTH OF SHELBURNE ROAD FACADE = 103.19 FEETCALCULATION -62.31 / 103.19 = 60.38% GLAZING WHEN MEASURING BY WIDTH SECOND FLOOR114' -0"FIRST FLOOR100' -0"FTHIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"12' - 0"12' - 0"13' - 0"14' - 0"DCABE9' - 4"8' - 0"7' - 4"9' - 4"3' - 1 1/8"8' - 0"5' - 6"6' - 4"3' - 4"6' - 4"5' - 6"8' - 0"3' - 1 1/8"49' - 2 1/4"SECOND FLOOR114' -0"FIRST FLOOR100' -0"FTHIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"DCABE9' - 4"9' - 4"9' - 4"9' - 4"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA203EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1NORTH ELEVATION3/16" = 1'-0"2SOUTH ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022CALCULATION OF GLAZING PERCENTAGE BASED ON WIDTH:TOTAL LENGTH OF GLAZING = 28.66 FEETTOTAL LENGTH OF BACON STREET FACADE = 49.19 FEETCALCULATION -28.66 / 49.19 = 58.26% GLAZING WHEN MEASURING BY WIDTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE:D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA901NORTHWEST PERSPECTIVESOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD1NORTHEAST PERSPECTIVEREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE:D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA902SOUTHEAST PERSPECTIVESOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD1SOUTHWEST PERSPECTIVEREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/20222 REVISED PER STAFF REPORT 02/25/2022 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91 SMH R=211.60 10" PVC 210210 210 210 210 210210WWD D D D D D D D DDDDDDDDDDDDDDD21 0 8 9 8 3 10'SETBACK20' SETBACK 30' SETBACK "DO NOT ENTER" SIGN OFF-SITE PARALLEL PARKING DFLUSH CURBWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG FLUSH CURB, TYP. CONCRETE CURB, TYP DETECTABLE WARNING, TYP. BACON STREET U.S. ROUTE 7 / SHELBURNE ROADSLIP LANE PROPOSEDSIDEWALKPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDDSIDEWALK TO MEET EXISTING GRADE 8 10' SETBACK 13'++++++++++++++++++++++++++++++SNOW STORAGE, TYP. PROPOSED DUMPSTER ON CONCRETE PAD WITH SCREEN FENCING SSSSSSSSSSSSSS S S SDDD(2) BIKE RACKS PROPOSED LIGHTED BOLLARD, TYP UD UD UDUDUD 10'SETBACKMOUNTABLE CURB D D D D D D D D D D D D D D CONCRETE SIDEWALK WITH CROSSWALK STRIPING 5' 5' FLUSH CURB AT SIDEWALK, TYP. 22'8'24'24'18'9'S S S S S 8.00'20'SETBACK25' FLUSH CURB FLUSH CURBDDDDDDDD ASPHALT PAVING 6' BENCH, TYP. UG UG UG UG UG UG UG UG UG UG PROPOSED CONCRETE BOLLARD, TYP 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 07/23/20 CMJFilterra Stormwater Revision TAX ID: 1540-00510 Site Plan C2-01 01/11/2022 1" = 10' 19-202 EBJ/LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:20 FT PER UDO (SHELBURNE ROAD & BACON STREET) SIDE YARD:10 FT REAR YARD:30 FT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:1,981 SF / 0.05 AC OR ±6.67% OVERALL LOT COVERAGE:±26,576 SF / 0.61 AC OR ±89.5% FRONT YARD: SHELBURNE ROAD:±2,995 SF / 0.07 AC OR 98.6% BACON STREET:±2,644 SF / 0.06 AC OR 69.7% PROPOSED LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:4,972 SF / 0.11 AC OR ±16.7% OVERALL LOT COVERAGE:±23,200 SF / 0.54 AC OR ±78.1% FRONT YARD: SHELBURNE ROAD:±865 SF / 0.02 AC OR 28.9% BACON STREET:±2,580 SF / 0.06 AC OR 67.9% HEIGHT:4 STORIES / 50 FT PARKING:33 SPACES (ON-SITE) 3 SPACES (OFF-SITE BACON ST.) LOT INFORMATION: TAX MAP NO. 1540-00510 CHAMPLAIN OIL COMPANY, INC. V. 126 P 1-3 20,943 SF / 0.48 AC TAX MAP NO. 0090-00017 BACON STREET PROPERTIES, LLC V. 609 P 786 8,757 SF / 0.20 AC 2 09/09/20 CMJStormwater Manhole Addition 3 09/15/20 JADPermit Revisions LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 4 12/09/20 CMJSewer Revisions 02/04/22 LETElectrical Revisions Per City Comments5 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91 SMH R=211.60 10" PVC 210210 210 210 210 210210WWD D D D D D D D DDDDDDDDDDDDDDD21 0 8 9 8 3 10'SETBACK20' SETBACK 30' SETBACK "DO NOT ENTER" SIGN OFF-SITE PARALLEL PARKING DFLUSH CURBWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG FLUSH CURB, TYP. CONCRETE CURB, TYP DETECTABLE WARNING, TYP. BACON STREET U.S. ROUTE 7 / SHELBURNE ROADSLIP LANE PROPOSEDSIDEWALKPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDDSIDEWALK TO MEET EXISTING GRADE 8 10' SETBACK 13'++++++++++++++++++++++++++++++SNOW STORAGE, TYP. PROPOSED DUMPSTER ON CONCRETE PAD WITH SCREEN FENCING SSSSSSSSSSSSSS S S SDDD(2) BIKE RACKS PROPOSED LIGHTED BOLLARD, TYP UD UD UDUDUD 10'SETBACKMOUNTABLE CURB D D D D D D D D D D D D D D CONCRETE SIDEWALK WITH CROSSWALK STRIPING 5' 5' FLUSH CURB AT SIDEWALK, TYP. 22'8'24'24'18'9'S S S S S 8.00'20'SETBACK25' FLUSH CURB FLUSH CURBDDDDDDDD ASPHALT PAVING 6' BENCH, TYP. UG UG UG UG UG UG UG UG UG UG PROPOSED CONCRETE BOLLARD, TYP 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 07/23/20 CMJFilterra Stormwater Revision TAX ID: 1540-00510 Site Plan C2-01 01/11/2022 1" = 10' 19-202 EBJ/LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:20 FT PER UDO (SHELBURNE ROAD & BACON STREET) SIDE YARD:10 FT REAR YARD:30 FT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:1,981 SF / 0.05 AC OR ±6.67% OVERALL LOT COVERAGE:±26,576 SF / 0.61 AC OR ±89.5% FRONT YARD: SHELBURNE ROAD:±2,995 SF / 0.07 AC OR 98.6% BACON STREET:±2,644 SF / 0.06 AC OR 69.7% PROPOSED LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:4,972 SF / 0.11 AC OR ±16.7% OVERALL LOT COVERAGE:±23,200 SF / 0.54 AC OR ±78.1% FRONT YARD: SHELBURNE ROAD:±865 SF / 0.02 AC OR 28.9% BACON STREET:±2,580 SF / 0.06 AC OR 67.9% HEIGHT:4 STORIES / 50 FT PARKING:33 SPACES (ON-SITE) 3 SPACES (OFF-SITE BACON ST.) LOT INFORMATION: TAX MAP NO. 1540-00510 CHAMPLAIN OIL COMPANY, INC. V. 126 P 1-3 20,943 SF / 0.48 AC TAX MAP NO. 0090-00017 BACON STREET PROPERTIES, LLC V. 609 P 786 8,757 SF / 0.20 AC 2 09/09/20 CMJStormwater Manhole Addition 3 09/15/20 JADPermit Revisions LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 4 12/09/20 CMJSewer Revisions 02/04/22 LETElectrical Revisions Per City Comments5 OHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OHUG GGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SSW D D D SDD SS210210 210 210 210 210WWD D D D D D D D DDDDDDDDDDDDDDDWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG BACON STREET U.S. ROUTE 7 / SHELBURNE ROADPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDD210210210 210 210 210SSSSSSSSSSSSSS S SSDDD1 0 ' M IN . TOCE N T E ROF T R E E 19 EP 1 BN 1 AF 2 GB 3 GB 1 UP 1 UP 13 HSD 12 EP 5 SSC 3 RR 6 RR 4 EP 4 EP 6 CAF 4 IV 1 CAH1 CAH 12 SSC 24 HJS 1 AF9 HJS 8 HJS 5 RR 10 HJU 6 EP 10 RF 1 CAH 1 CAH 13 CAF 15 RF 8 IV 4 ELJ 7 IV 11 PVS 1 CAH 5 ELJ 6 EP 8 ELJ 1 CAH 12 RF 7 SJS 3 MS 1 MS 1 MS 7 HAU 8 AD 8 CG 7 EM 1 IVM 1 IVF 8 PVS 1 IVF 1 IVF 11 EP 7 RH 10 SSC BIORETENTION BASIN 2 SEE SEPARATE PLANT LIST LAWN SEEDED LAWN (TYPICAL) 3 AG BIORETENTION BASIN 1 SEE SEPARATE PLANT LIST UD UD UDUDUD210D D D D D D D D D D D D D D 19 RR S S S S S 6 SJS 11 CAF 3 PVC 1 IVF 8 CAF 1 HAP ON TRELLIS 6 CAF 1 HAP ON TRELLIS 15 CAF 3 SJS 1 AG 3 SJS 12 CAF 19 CAF 1 PQ 1 PQ 1 HAP ON TRELLIS 7 CAF 7 SJS 13 SJS 12 CAF 14 HSD 5 PVC 11 CAF 3 EP 3 EP 3 EP 1 IVM 3 CAH 3 CAH 10 CAF 5 RF 5 CG 3 EP 11 RF 21 0 210210210 15 EP 11 EP 5 HSD 5 HSD 12 RF 11 EP 11 EP 12 RF 8 HJU 8 HJU 2 AA 2 AADDDDDDDD 3 CAF 22 NF 8 HG 11 HA 18 EP 5 PVC 8 HJU 20 BG UG UG UG UG UG UG UG UG UG UG 7 HG 7 HG 5 RP OPEN SPACE EXTENTS 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 Landscape Plan LA 2-01 01/11/2022 1" = 10' 19-202 LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont PLANTING NOTES 1.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. 7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 10.ALL PLANT BEDS SHALL RECEIVE TWO INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING. 14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 15.SEE SPECIFICATIONS FOR TERMS OF PLANT MATERIAL ESTABLISHMENT PERIOD AND GUARANTEE. 16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE. 17.PROVIDE SMALL WOODEN TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON BRICK. 1 09/15/20 JADPermit Revisions PLANT SCHEDULE: SITE PLANT SCHEDULE: BIORETENTION BASIN 1 PLANT SCHEDULE: BIORETENTION BASIN 2 02/04/22 LETElectrical Revisions Per City Comments2 02/28/22 LETRev Crabapple Species3 03/02/22 LETOpen Space Parklet4 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91 SMH R=211.60 10" PVC 210210 210 210 210 210210WWD D D D D D D D DDDDDDDDDDDDDDD21 0 8 9 8 3 10'SETBACK20' SETBACK 30' SETBACK "DO NOT ENTER" SIGN OFF-SITE PARALLEL PARKING DFLUSH CURBWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG FLUSH CURB, TYP. CONCRETE CURB, TYP DETECTABLE WARNING, TYP. BACON STREET U.S. ROUTE 7 / SHELBURNE ROADSLIP LANE PROPOSEDSIDEWALKPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDDSIDEWALK TO MEET EXISTING GRADE 8 10' SETBACK 13'++++++++++++++++++++++++++++++SNOW STORAGE, TYP. PROPOSED DUMPSTER ON CONCRETE PAD WITH SCREEN FENCING SSSSSSSSSSSSSS S S SDDD(2) BIKE RACKS PROPOSED LIGHTED BOLLARD, TYP UD UD UDUDUD 10'SETBACKMOUNTABLE CURB D D D D D D D D D D D D D D CONCRETE SIDEWALK WITH CROSSWALK STRIPING 5' 5' FLUSH CURB AT SIDEWALK, TYP. 22'8'24'24'18'9'S S S S S 8.00'20'SETBACK25' FLUSH CURB FLUSH CURBDDDDDDDD ASPHALT PAVING 6' BENCH BY OTHERS, TYP. UG UG UG UG UG UG UG UG UG UG PROPOSED CONCRETE BOLLARD, TYP OUTDOOR SEATING, BY OTHERS OPEN SPACE SNIPPET/PARKLET 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 07/23/20 CMJFilterra Stormwater Revision TAX ID: 1540-00510 Site Plan C2-01 01/11/2022 1" = 10' 19-202 EBJ/LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:20 FT PER UDO (SHELBURNE ROAD & BACON STREET) SIDE YARD:10 FT REAR YARD:30 FT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:1,981 SF / 0.05 AC OR ±6.67% OVERALL LOT COVERAGE:±26,576 SF / 0.61 AC OR ±89.5% FRONT YARD: SHELBURNE ROAD:±2,995 SF / 0.07 AC OR 98.6% BACON STREET:±2,644 SF / 0.06 AC OR 69.7% PROPOSED LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:4,972 SF / 0.11 AC OR ±16.7% OVERALL LOT COVERAGE:±23,200 SF / 0.54 AC OR ±78.1% FRONT YARD: SHELBURNE ROAD:±865 SF / 0.02 AC OR 28.9% BACON STREET:±2,580 SF / 0.06 AC OR 67.9% HEIGHT:4 STORIES / 50 FT PARKING:33 SPACES (ON-SITE) 3 SPACES (OFF-SITE BACON ST.) LOT INFORMATION: TAX MAP NO. 1540-00510 CHAMPLAIN OIL COMPANY, INC. V. 126 P 1-3 20,943 SF / 0.48 AC TAX MAP NO. 0090-00017 BACON STREET PROPERTIES, LLC V. 609 P 786 8,757 SF / 0.20 AC 2 09/09/20 CMJStormwater Manhole Addition 3 09/15/20 JADPermit Revisions LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 4 12/09/20 CMJSewer Revisions 02/04/22 LETElectrical Revisions Per City Comments5 03/02/22 LETOpen Space Parklet6 1 Lucy Thayer From:Vincent Comai <vcomai@burlingtonvt.gov> Sent:Thursday, February 24, 2022 6:29 PM To:Lucy Thayer Subject:Re: Proposed Planting in ROW at 510 Shelburne Road Categories:Filed by Newforma Donald Wyman is a great choice. V.J. Get Outlook for iOS From: Lucy Thayer <Lucy.Thayer@tcevt.com> Sent: Thursday, February 24, 2022 3:16:43 PM To: Vincent Comai <vcomai@burlingtonvt.gov> Subject: RE: Proposed Planting in ROW at 510 Shelburne Road [ WARNING ]: This email was sent from someone outside of the City of Burlington. Thank you very much VJ! What do you think about the cultivar ‘Spring Snow’ or ‘Donald Wyman’ as a substitute for the ‘Sugar Tyme’? From: Vincent Comai <vcomai@burlingtonvt.gov> Sent: Thursday, February 24, 2022 3:06 PM To: Lucy Thayer <Lucy.Thayer@tcevt.com> Subject: Re: Proposed Planting in ROW at 510 Shelburne Road Hello Lucy, I approve of the planting of crabapples in the greenbelt along Shelburne Rd. at this site. I might suggest a variety that matures at 15-20 feet in height as a substitute for the 'Sugar Tyme' which only grows to 10 feet. It would be nice to have something there with a bit more height which still will not interfere with the overhead utilities at maturity. Thanks for running this by me. Please contact me with any other questions or concerns. Thanks. V.J. From: Lucy Thayer <Lucy.Thayer@tcevt.com> Sent: Thursday, February 24, 2022 2:57 PM To: Vincent Comai <vcomai@burlingtonvt.gov> Subject: Proposed Planting in ROW at 510 Shelburne Road [ WARNING ]: This email was sent from someone outside of the City of Burlington. Hi VJ, You don't often get email from lucy.thayer@tcevt.com.Learn why this is important You don't often get email from lucy.thayer@tcevt.com.Learn why this is important 2 We are working on a project at 510 Shelburne Road in South Burlington where Burlington has ROW along the frontage. We have proposed to plant street trees in the Burlington ROW under utility lines and would like to make sure this is acceptable from the Burlington’s perspective. Specifically we are proposing (3) Malus ‘Sugar Tyme’ in the grass median between the road and sidewalk, which is consistent with other plantings under utility lines on nearby and adjacent properties on this portion of Shelburne Road. The proposed Landscape Plan is attached for your review. The South Burlington staff report has recommended we demonstrate this planting will be approved – can you please confirm that the crabapple planting in the ROW will be acceptable? The specific staff comment is noted below and a link to the full staff report can be found here:https://sbvt- records.info/WebLink/DocView.aspx?id=276447&dbid=0&repo=SBurl. Our project is # SP-22-004. Our Development Review Board hearing is scheduled for next week. Thank you in advance for your review of this planting and please contact me with any questions or comments. Best, Lucy tcevt.com Lucy Thayer, PLA Senior Landscape Architect e.Lucy.Thayer@tcevt.com p. 802.879.6331 x108 | c.802.236.3932 478 Blair Park Road, Williston, VT 05495 42 Mapleville Depot, St. Albans, VT 05478 Click to vote for TCE as Best Engineer (scroll down page, hit Start Survey – we are on page 2) Please note that this communication and any response to it will be maintained as a public record and may be subject to disclosure under the Vermont Public Records Act. This message comes from an external organization. Be careful of embedded links. Don't open any attachment or link unless you trust the sender. If you have any question or hesitation about its authenticity please ask IT for another opinion. 3 This message comes from an external organization. Be careful of embedded links. Don't open any attachment or link unless you trust the sender. If you have any question or hesitation about its authenticity please ask IT for another opinion.