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HomeMy WebLinkAboutAgenda 08_SP-22-032_119 Tilley Drive_UVMMC#SP-22-032 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING UVM MEDICAL CENTER 119 TILLEY DRIVE SITE PLAN APPLICATION #SP-22-032 FINDINGS OF FACT AND DECISION Site plan application #SP-22-032 of UVM Medical Center to construct a one and a half story 84,006 sf medical office and outpatient facility with associated parking, equipment and stormwater treatment on an existing undeveloped 13.5 acre lot, 119 Tilley Drive. The Development Review Board held public hearings on August 2, September 20, and October 19, 2022. Gail Henderson King, David Keelty, Thomas Morris, James Findlay-Shirras, and Corey Mack represented the applicant. Based on testimony provided at the above-mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. This project consists of Site Plan application #SP-22-006 of UVM Medical Center to construct a one and a half story 84,006 sf of medical office and outpatient facility with associated parking, equipment and stormwater treatment on an existing undeveloped 13.5 acre lot, 119 Tilley Drive. 2. This project is located in the Industrial & Open Space Zoning District, Transit Overlay District, Traffic Overlay District, and the Environmental Hazard-Potential Wetlands. 3. The owner of record of the subject property is Pizzagalli Properties, LLC. 4. The application was received on July 12, 2022. 5. Sketch plan for this property was reviewed by the Board on April 5 and May 4, 2022. 6. Historically, the subject property is known as “Lot 6.” Lot 6 was created as part of the PUD which created the 1-acre lot currently occupied by the Red Barn Deli. That PUD also created Lot 7, which was later merged back into Lot 6 in SD-10-04, creating the Lot 6 as it stands today. Since no modifications to the PUD are proposed, the application is eligible to be considered under site plan review standards. 7. Lot 6 and the adjacent Lot 2 to the east are under common ownership. This project proposes discharge of stormwater via a piped outfall on Lot 2. 8. The official map includes two planned roadways in the Tilley Drive area, one extending north from Tilley Drive on Lot 2 to the O’Brien property to the north and one extending east from the existing cul-de-sac on Tilley Drive to Community Drive. The DRB recently reviewed projects that addressed each of these connections, the north connection with the O’Brien Eastview approval (preliminary plat #SD-20-40, final plat application #SD-22-10) and the east connection with the OnLogic approval (final plat #SD-21-26 & site plan #SP-21-046). Both of those projects accommodated the planned roadway connections as required in the LDR. 9. The plans submitted consist of the following: #SP-22-032 Sheet No Plan Description Prepared by Last Revised Date C1.0 Overall Site Plan Krebs & Lansing 08/11/2022 C1.1 Site Plan Krebs & Lansing 08/11/2022 C1.2 Site Plan Krebs & Lansing 08/11/2022 C1.3 Site Plan Krebs & Lansing 08/11/2022 C1.4 Site Plan Krebs & Lansing 08/11/2022 C1.5 Loading Dock Area Site Plan Krebs & Lansing 06/17/2022 C1.6 Site Plan Krebs & Lansing 07/01/2022 C1.7 Site Plan Krebs & Lansing 09/16/2022 C1.8 Utility Profiles Krebs & Lansing 08/11/2022 C.10 Pavement Markings and Signage Plan Krebs & Lansing 08/11/2022 C2.1 Existing Conditions Site Plan Krebs & Lansing 06/17/2022 C3.1 Erosion Prevention & Sediment Control Preconstruction Krebs & Lansing 08/11/2022 C3.2 Erosion Prevention & Sediment Control Summer 2023 Krebs & Lansing 06/17/2022 C3.3 Erosion Prevention & Sediment Control Winter 23-24 Krebs & Lansing 06/17/2022 C3.4 Erosion Prevention & Sediment Control Summer 2024 Krebs & Lansing 06/17/2022 C3.5 Post Construction Stabilization Plan Krebs & Lansing 06/17/2022 C4.1-C4.8 Civil Details Krebs & Lansing 08/11/2022 2.03 Illustrative Site Plan Krebs & Lansing 09/16/2022 W-1.0 Existing Wetland Plan Krebs & Lansing 06/2021 L1.1 Layout Plan Wagner Hodgson 09/02/2022 L1.2 Layout Plan Wagner Hodgson 09/02/2022 L1.3 Planting Plan Wagner Hodgson 09/02/2022 L2.4 Planting Plan Wagner Hodgson 09/02/2022 SL-1E Site Lighting Point Plan Apex Lighting Solutions 09/02/2022 ST-1.0 Post Development Stormwater Plan Krebs & Lansing 06/15/2022 ST-2.0 Post Development Stormwater Maintenance Plan Krebs & Lansing 02/28/2022 WD-1.0 Wetland Disturbance Plan Krebs & Lansing 06/15/2022 A1.01 Floor Plan-Upper Level e4h Architecture 07/22/2022 A1.U1 Floor Plan-Lower Level e4h Architecture 07/22/2022 A2.01 Roof Plan e4h Architecture 07/22/2022 A4.01 Exterior Elevations e4h Architecture 07/22/2022 A4.02 Exterior Elevations e4h Architecture 07/22/2022 A5.00 Building Sections e4h Architecture 07/22/2022 A5.10 Wall Sections e4h Architecture 07/22/2022 Bike Storage e4h Architecture 8/1/2022 #SP-22-032 (1) MASTER PLAN REQUIREMENTS 15.B.02(A) Required Approval. Master plan review and approval by the DRB is required prior to preliminary subdivision review under Article 15.A, or site plan review under Article 14, as applicable, for: (4) The DRB may also require the submission of a Master Plan for any tract or parcel of land where there exists clear potential for future growth and development beyond that presented in an application, as necessary to establish physical and functional connections between areas of proposed and potential future development. The applicant indicated they have no intention to further develop the site beyond that presented in this application. The Board finds the applicant may not develop the lands to the north of the parking area beyond that which is shown on the approved plans for 10 years from the date of this approval. (2) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS The lot is currently undeveloped. IO Zoning District Required Proposed  Min. Lot Size, non-residential use 3 acres 13.5 acres Max. Building Height Flat Roof 40 ft. 23.44 ft. Max. Building Coverage 30% 10.01% Max. Overall Coverage 50% 34.6%  Max. Front Setback Coverage 30% 7.9% Min. Front Setback 50 ft. 52 ft. Min. Side Setback 35 ft. 132 ft. Min. Rear Setback 50 ft. >> 50 ft. (3) SITE PLAN REVIEW STANDARDS 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Adequacy of planting is discussed under 13.04. In terms of pedestrian movement, the Board finds the applicant must update the pavement marking and signage plan to remove the stop bar from the downstream end of the one-way drop off loop, add stop signs, and clearly indicate one-way subject to review and approval of the Director of Public Works, as a condition of approval. The DRB shall consider the following: (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. #SP-22-032 The Board finds this criterion met. (b) Building Placement, Orientation. Maintain or establish a consistent orientation to the street and, where a prevalent pattern exists, shall continue the manner in which the site’s existing building foundations relate to the site’s topography and grade. The building is proposed to be located approximately 52-ft from the front property line. It includes a sidewalk connection to Tilley Drive along the proposed driveway. The street-facing façade (south façade) is proposed to consist of storefront windows on the west end and a combination of brick and metal panels on the center and east end. There are no street-facing entrances. 1. It appears the windows are proposed to be spandrel (opaque); the architectural elevations show the bases of chairs visible from outside the building but the windows themselves appear opaque. Staff does not have record of this question being addressed at the previous hearings and recommends the Board ask for clarity regarding the transparency of front windows. There is a prominent entrance on the western side of the building with a large canopy for patient drop-off. The western facade includes a raised tower over the entrance, which, on the street-facing façade, has the appearance of a parapet for the full length of the building. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. The Board finds this criterion met. (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. This criterion is related to criterion 14.07G: Access to Abutting Properties. The project is located within the Mountain View business park, which includes an existing recreation path along the north side of Tilley Drive connecting VT 116 to Community Drive. The Board is concurrently reviewing the O’Brien Eastview development project which directly abuts the subject property. At sketch, the Board discussed with the applicant the planned connections from the O’Brien Eastview property. Since that time, the O’Brien Eastview development has evolved somewhat and is now proposing a realigned recreation path that ends at the northern boundary of the subject property. The applicant has revised the plans to include a right-of-way which connects to the proposed O’Brien Eastview Barn Road, and to construct a recreation path which connects between the existing Tilley Drive recreation path and the planned recreation path on the O’Brien Eastview Plans adjacent to Potash Road. The Director of Public Works reviewed the proposed plans with Staff on September 13, 2022 and indicated that the applicant should provide separate irrevocable offers for the recreation path, for Barn Road extension, and for the pocket park (details of the pocket park are discussed under 14.06C below). 2. The Director of Public Works also asked the Board require the applicant to construct the recreation path of standard asphalt pavement rather than permeable asphalt pavement, since no successful permeable asphalt has been yet produced by Vermont asphalt plants. At the time of this writing, the City and applicant are still discussing whether the path should be permeable or standard asphalt, and, if permeable, what agreements should be in place to ensure appropriate maintenance. Staff anticipates having an update at the time of the hearing. #SP-22-032 On August 2, the Bike/Ped Committee Liaison suggested the rec path connect directly to the development instead of to Tilley Drive. The Board finds the rec path must connect directly to Tilley Drive because of the importance of regional non-vehicular circulation, in addition to the presence of a number of other employers on Tilley Drive. However, the Board finds the applicant shall modify the plans include a two to three foot wide gravel path connecting the recreation path to the rear of the development area. In addition to the planned recreation path from Eastview, there is also a proposed roadway, “Barn Road”, that ends at the northern boundary of the subject property and is intended to connect to the planned north south roadway on Lot 2. The Board approved Barn Road as an alternative to a direct connection to planned north-south roadway within the Eastview Development due to topography on the Eastview property. The applicant has therefore provided an easement for the future connection of Barn Road to the north-south roadway on Tilley Drive Lot 2. This is required under different criteria discussed herein, but is noted here because the design of a recreation path and the location of the easement are inextricably linked. The design of the recreation path accommodates the future connection to Barn Road. (e) Solar Gain. Orient their rooflines to maximize solar gain potential, to the extent possible within the context of the overall standards of these regulations. The building is proposed to have a flat roof. It appears as though roof top equipment is clustered towards the center of the roof. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions, such as a utility easement or unstable soils, that allow for parking, but not a building, to be located adjacent to the public street The property has two existing fronts, Tilley Drive and Old Farm Road, and a future front on the north-south roadway on Lot 2. The parking is generally to the side or rear of Tilley Drive and the future street except for ADA-compliant parking. The parking is to the front of the building on Old Farm Road. The Old Farm Road frontage is approximately 145 feet long. A portion of this frontage is encumbered by a utility easement. A portion is encumbered by the required 65-ft buffer to residential properties. Subtracting out these two encumbrances, there is approximately 15-ft of frontage remaining in which the applicant could locate a building. Since this would not result in a viable building, the Board approves the parking between the building and Old Farm Road under condition (iii) above. In doing so, the Board finds the applicant must fully screen the parking from view of Old Farm Road through landscaping and grading, which the applicant has done. (c) Parking area width. Surface parking areas and affiliated drive aisles located to the side of #SP-22-032 buildings shall not exceed the width of building(s), Civic Spaces, and Site Amenities along any street frontage. This may be calculated separately or cumulatively for corner lots. Parking approved pursuant to 14.07(B)(2)(b) shall be exempt from this subsection. The Board estimates that parking and drive aisles along Tilley Drive and the planned future north- south roadway together total approximately 550 linear feet of frontage. The building also totals approximately 550 linear feet along the two fronts. The Board finds this criterion met. (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. The building is around 24 ft high. Other buildings in the office park are generally two stories or above, with one other one-story building. The eastern portion of the building will be two stories, while the western portion will be one story plus a parapet. The Board finds this criterion met. B. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The Board this criterion met. (2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant is proposing to build the building into the existing slope. The Board finds this criterion met. (3) To accomplish (1) and (2), the DRB shall consider: (a) Pattern and Rhythm. Update or maintain or extend the overall pattern of development defined by the planned or existing street grid, block configurations, position and orientation of principal buildings, prevalence of attached or detached building types. (b) Architectural Features. Respond to recurring or representative architectural features that define neighborhood character, without adhering to a particular architectural style. (c) Privacy. Limit impacts and intrusions to privacy on adjoining properties, including side and back yard areas through context sensitive design. The property abuts residential areas to the west and to the north. The proposed building, however, is located 180’ from the nearest residential property and, as discussed above, has a maximum height of around 24’. See below for discussion of landscaping. C. Site Amenity Requirement (1) Sites are required to include a specific minimum area for appropriate Site Amenities. This section does not apply to projects within the City Center FBC District (which are governed by Section 8.08). (2) Applicability. Applications for the following shall be required to provide Site Amenities: #SP-22-032 (a) Any non-residential development over 5,000 SF. (b) Additions or expansions exceeding 5,000 SF for existing non-residential structures. (c) Any residential development, including conversion of non-residential structures to residential use. The proposed facility exceeds 5,000 s.f. in size and therefore these standards apply. (3) The required area shall be: (a) For Non-Residential development, a minimum of 6% of non-residential building gross floor area. The proposed 84,006 s.f. building requires a minimum of 5,040 s.f. of Site Amenity. The applicant has modified their proposal to include a pocket park on the north east corner of the property, located in line with the proposed recreation path. The proposed pocket park meets the size and amenity requirements of LDR 11B. However, pocket parks are listed in 11B as typically fronting on one or two streets. There is no street in the proposed location at this time, though the street on the official map will be adjacent to the amenity when constructed. The Board supports the idea of moving away from a car-centric design and locating the amenity on the recreation path, as this recreation path, being a regional connector, functions in a similar manner to a street. The location allows employees of the facility to use the site with some privacy, and serves as a destination for those taking a walk from this and adjacent buildings. The Board finds this criterion met. All products installed in the amenity space must be of high-quality materials intended to be used for commercial application, pursuant to Article 11B. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: A. Environmental Protection Standards. All proposed development shall be subject to the applicable requirements of Article 12, Environmental Protection Standards. The property contains a Class III wetland greater than 5,000 sf and a Class III wetland less than 5,000 sf. The smaller wetland is not regulated by the City. The larger wetland has a 50-ft buffer. Development in a Class III wetland and associated 50-ft buffer is generally prohibited and is required to be left in an undisturbed, naturally vegetated condition. The following activities are permissible. (a) Restricted Infrastructure encroachment (b) Temporary impacts (c) Underground Utilities 12.06F(1)(d) allows an applicant to request modification of wetland standards for development in a Class III wetland exceeding 5,000 square feet in area and associated buffer within all zoning districts. In order to request modification, the applicant must request modification in writing and demonstrate compliance with the modification standards (a) through (d), as follows. (a) The modification shall be the minimum required to accommodate the proposed development; #SP-22-032 (b) The proposed development will not have an undue adverse effect on the planned character of the area, as defined by the purpose statement of the zoning district within which the project is located, or on public health and safety; (c) The proposed development will not have an undue adverse effect on the ability of the property to adequately treat stormwater from the site; and, (d) The proposed development will not have an undue adverse effect upon specific wetland functions and values identified in the field delineation. At sketch the applicant stated that the proposed wetland impacts are for “the actual needed and required access to the site.” The applicant has made this request in writing and has provided a wetland delineation report describing the specific wetland functions and values identified in the field delineation. The proposed area of impacts are: Direct Wetland Impacts 1,745 sf Wetland Buffer Impacts 14,900 sf The functions and values identified in the wetland report include minimal values as water storage, surface and groundwater protection, open space and aesthetics, and erosional control. At sketch, the Board directed the applicant to modify the site driveway to minimize impacts. Of particular note was the applicant’s choice to access the building from the west, near the impacted wetlands, and the proposal for two parallel driveways. The revised access continues to be on the west and has a 20-ft or greater landscape area located between the main driveway and the drop-off area. Staff recommends the Board discuss whether they consider the impacts to be minimized. Staff considers the least impact would result in accessing the site from the east, and lower impacts if the western driveway is retained could result from removing the landscaped area and directing both through-traffic and drop-off traffic along the building. On August 2, the Board indicated that they considered the proposed impacts of the driveway on the regulated wetland to be acceptable. [Board: I need some help writing this section] The applicant has included “precast segmented retaining wall” between the driveway and the unimpacted portion of the wetland. The wall is proposed to be around 4-ft high. The retaining wall is indicated to be faced with a concrete curb and topped with a guard rail. The Board finds the retaining wall materials to be in fitting with the industrial open space character of the area. The applicant is proposing to plant a number of trees in the regulated Class III wetland to address residential buffer standards. LDR 12.06D(2) states that “Development in a Class III wetland (meeting 5,000 square foot threshold), and associated buffer within all zoning districts, is generally prohibited and shall be left in an undisturbed, naturally vegetated condition.” The Board finds the proposed plantings to be allowed as part of the requested modification. B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These standards are contained in Article 13 and are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. #SP-22-032 Much of 15.A.14 pertains to the construction of streets, which are not applicable to this application. The applicable sections of 15.A.14 follow. 15.A.14(A) Purpose and Intent. It is the intent of the City to establish and maintain an integrated, interconnected transportation system that efficiently and safely serves all users, including pedestrians, bicyclists, motorists, transit riders and people with disabilities. Accordingly, the applicant must demonstrate that the proposed street network serving the subdivision is consistent with City objectives to: • Maximize network accessibility and connectivity for all transportation modes and users; • Minimize vehicle miles traveled; • Provide adequate emergency vehicle access, and minimize emergency response times; • Limit direct access onto arterial and collector streets, as necessary to preserve and enhance functional capacity; • Create interconnected, walkable pedestrian- and bicycle-friendly residential neighborhoods and mixed use development; • Provide for multiple, direct routes and connections between residential neighborhoods, schools, parks, employment, shopping and other activity centers or destinations; • Incorporate or provide direct pedestrian connections to existing and planned public transit routes for any subdivision and development located within the Transit Overlay District; and to • Accommodate on-street parking where appropriate or required. Of note are the purpose statements pertaining to minimizing vehicle miles, interconnectivity, and provision of direct connections. 15.A.14(B) Street Layout. The arrangement of streets serving the subdivision must incorporate and extend the network of existing and planned arterial, collector and local streets in the vicinity, including existing and planned streets serving adjoining subdivisions, and as shown on the City’s Official Map. (4) Street Connections. The street network must maximize connectivity and provide for the future extension of streets of equivalent functional class and other connecting rights-of- way or easements through adjoining properties upon future subdivision, development or redevelopment. Street rights-of-way must extend to adjoining property lines to allow for future street, sidewalk, recreation path and utility connections. Accordingly: (a) Right-of-way connections to properties adjoining the subdivision must be provided along property boundaries at regular intervals, spaced according to functional class, street type and, where applicable, required block lengths unless modified or waived by the DRB under 15.01(C). (b) In making its determination to waive or modify a street right-of-way requirement, the Board shall consider substitution of a recreation path, sidewalk, or trail right-of-way prior to determination that a full waiver of a right-of-way is warranted. (c) The DRB shall require that applicant construct a connecting street or recreation path to the property line; or to contribute a proportionate share of the cost to complete construction, in addition to any required impact fees. Where a street or recreation #SP-22-032 path is identified in the Impact Fee Ordinance, construction of planned improvements may receive credit pursuant to the Ordinance. (d) For phased development, the DRB may approve a street or other right-of-way shown on the subdivision plat and, as a condition of subdivision approval, require that the right-of-way be clearly marked on the ground with one or more signs that indicate its existence and future use; and that construction must occur before any further subdivision or development may be allowed. (e) The DRB may require temporary turnarounds at subdivision boundaries, designed to City specifications as approved by the City Engineer and Fire Chief. The applicant must then show on the subdivision plat the right-of-way area to be returned to adjacent property owners when street and sidewalk extensions to abutting properties are constructed. The O’Brien Eastview development, under concurrent review as final plat SD-22-10, is proposing a road connection (“Barn Road”) and a recreation path connection to the subject property. The applicant has included a right of way for roadway connection between Barn Road and the future official map roadway. The Board finds the applicant must provide an irrevocable offer for the planned right of way to the City subject to review and approval of the City Attorney prior to issuance of a zoning permit. The plans also include the planned recreation path connecting O’Brien Eastview to Tilley Drive, as discussed above. 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 applicant provided a Traffic Impact Assessment (TIA) dated May 27, 2022. They estimate a PM peak hour trip generation of 110 trips and a total of 769 trips per day. However, they conclude these values using a reduction based on the provision of Transportation Demand Management (TDM) measures. The City’s impact fee ordinance provides a methodology for impact fee credit for TDM measures, but there is not a methodology for reduction in trips for the purpose of road network analysis. They also estimate trips based on site-specific data and not on ITE approved values. Because of this, and a number of other adjustments included in the TIA, the Board invoked technical review of the provided study by BFJ Consultants. In summary, BFJ makes the following recommendations. Initial trip generation estimates (129 PM peak hour trips) are accurate. Internal capture should not be applied. TDM trip reduction is too high. With the adjustments by BFJ, the applicant’s trip generation would be 120 trips, not 110 trips as estimated by the applicant. The applicant objected to the recommendations of BFJ. The Board agreed to discuss this in deliberation. 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 #SP-22-032 state highways, VTrans Access Management Program Guidelines in effect at the time of application. Unless otherwise specified under these regulations, the street network, including the location and arrangement of streets, must be designed to: (1)-(6) not applicable (7) Provide for safe access to abutting properties for motorists, cyclists, and pedestrians, including safe sight distances, access separation distances, and accommodations for high- accident locations. There is a safety review included in the applicant’s TIS. BFJ reviewed the safety portion of the analysis as part of the traffic technical review and had no concerns. The Board finds this criterion met. (8) Align access point with existing intersections or curb cuts and consolidate existing access points or curb cuts within the subdivision, to the extent physically and functionally feasible. The Board finds this criterion met. (9) Minimize vehicular access point (curb cuts) to abutting properties and building lots along pedestrian oriented street frontage; and provide, where feasible, shared vehicular access to frontage and other abutting building lots via rear alleys, side streets, service lanes, shared driveways, or rear cross connections between adjoining parcels. The Board this criterion met. D. Transportation Demand Management (TDM) [reserved] E. Building Form. Development within the City Center Form Based Code District, the Urban Design Overlay District, and other districts with supplemental building form standards shall adhere to the standards contained therein. Not applicable. F. Streetscape Improvements. A proposed new construction or extension/expansion of an existing structure exceeding the thresholds listed in either (a) Section 14.09(B) or (b) Section 8.11(D) within the City Center Form Based Code, or Section 3.15(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained within the applicable Street Type and Building Envelope Standard. Nothing in this subsection shall be construed to limit requirements for additional upgrades as necessary to meet the requirements of these Regulations. Tilley Drive meets the applicable street type requirements. There is what appears to be a public bench in the street right of way adjacent to the development lot. The Board finds the applicant must coordinate with DPW on whether to retain or remove this bench during construction for its protection. G. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The Board directed the applicant to provide for connection of the property to the north-south roadway on the official map. The applicant has provided a future driveway location connecting to the future extension of Barn Road. The applicant’s plans call out the driveway connection as a right of way. DPW director indicated no right of way offer should be provided for the proposed driveway connection and it #SP-22-032 should be indicated instead on the plans as lands reserved for future driveway connection, not a right of way. 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. Wire-served utilities are shown to be underground. The South Burlington Water Department Director reviewed the plans on July 21, 2022 and offers the following comments. Site specific comments can be found on plan sheets. 1. Plans must include a note stating “All water lines and appurtenances shall be installed in accordance with the Champlain Water District Specifications and Details for the Installation of Water Lines and Appurtenances, current edition.” 2. Record Drawings prepared by a VT licensed Professional Engineer shall be provided to the South Burlington Water Department in pdf. and Auto-CAD format. Drawings shall include ties to all gate valves and curb stops to sub-meter accuracy. 3. Attach the domestic line gate valve to the fire sprinkler line tee and gate valve. Sheet C-1.5 4. Install two 45-degree bends on domestic water line prior to entering building. Sheet C-1.5 5. Install hydrant isolation valve on upstream side of 45-degree bend. Remove hydrant gate valve that is shown near hydrant. Sheet C-1.7 6. New fire hydrant to include 4” Storz connection and spring- loaded hydrant flag. 7. Fire hydrant shall be considered private since it will be on a fire sprinkler line dedicated to this facility. The Board finds the applicant must comply with the comments of the SBWD Director related to plan changes prior to issuance of a zoning permit. The remaining comments shall be incorporated as conditions of approval. Plan comments are on file in the Planning and Zoning Department and are available upon request. I. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (ie, non-dumpster, non-large drum) shall not be required to be fenced or screened. The applicant is proposing two “Yard Compactors” which will be fully self-contained and screened from view of adjoining properties. The Board finds this criterion met. (4) SUPPLEMENTAL REGULATIONS 13.02 Off Street Parking and Loading F. Access management Requirements. It is the intent of the City to minimize traffic and pedestrian conflicts caused by vehicular driveways on public roadways by reducing the number of required driveways and by minimizing the number of vehicles utilizing such driveways off public roadways. #SP-22-032 All applicants must make an effort to reduce these impacts. All commercial lots (retail, restaurant, office, service uses, excluding residential, agricultural and industrial uses) located adjacent to other commercial lots must provide a driveway connection to any adjacent commercial lot. If the adjacent property owner does not want to provide for that connection, the applicant must provide an easement to do so in the future when circumstances may change. This driveway connection or easement should be located where vehicular and pedestrian circulation is most feasible. The applicant is sharing a driveway with the property to the west, is providing an extension of the recreation path from the north to Tilley Drive, and providing a right of way for connection to Barn Road. The Board finds this criterion met. G. Design requirements for Parking Spaces, Parking Aisles, Lighting and Landscaping (1) Design requirements for off-street parking and loading are provided in Table 13-2 and Figure 13-1, Section 13.04, Landscaping, Screening, and Street Trees, and Section 13.07, Exterior Lighting. All paved parking spaces shall be striped or otherwise physically delimited. Dimensional requirements are met. Parking lot landscaping and lighting are further discussed below. (2) The location of parking areas and loading docks shall prevent conflicts with entering and existing traffic onto a public street and prevent conflicts between vehicles and pedestrians. The distance between access points and parking areas shall be adequate to minimize blockage and prevent back-ups onto the public street. Staff considers this criterion met. (3) Provision shall be made for access by police, fire and emergency vehicles. The Fire Chief reviewed the plans on 7/27/2022 and indicated there were no comments related to the Board’s authority. (4) Pedestrian safety. Insofar as practicable, pedestrian and bicycle circulation shall be separated from motor vehicle circulation. Safe and convenient pedestrian circulation, including appropriate sidewalks, shall be provided on the site and its approaches. The pedestrian circulation on site shall be designed to minimize adverse effects of vehicular traffic on sidewalks and recreation paths. The applicant has provided for pedestrian circulation. Additional details of pedestrian circulation are discussed under 14.06A above. (5) Bicycle parking or storage facility. See Section 13.03 (6) Stormwater management strategies that facilitate infiltration including but not limited to recessed planting islands, bioretention facilities, and pervious parking spaces are encouraged in the design of any off-street parking or loading area. Stormwater management is discussed under 13.05 below. 13.03 Bicycle Parking and Storage. The applicant has provided two bicycle racks, providing parking for four bicycles. #SP-22-032 Bike Parking Component Required Short Term (1 per 5k sf retail, restaurant, and all other uses, minimum 4) 17 Long Term (50% of short term) 9 Changing Facility and Unisex Showers 1 Clothes Lockers 3 The applicant has provided 14 inverted-U type bicycle racks near the main entrance, providing parking for 28 bicycles. Short term requirements are met. The applicant has provided a bike parking exhibit demonstrating long term bike parking, showers, and locker requirements are met. 13.04 Landscaping, Screening & Street Trees The City Arborist reviewed the plans on 7/24/2022 and indicated the plan includes too many maples as maples are an overplanted species, but otherwise had no concerns. The applicant, in revising their plans based on other comments of the Board, has reduced the reliance on maples. The Board finds this comment of the City Arborist to have been addressed. B. Except for parking spaces accessory to a one-family or two-family dwelling, all off-street parking areas subject to review by the Development Review Board, shall be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers, as approved by the Development Review Board. Sections of recessed curb are permitted if their purpose is to allow stormwater runoff from the adjacent parking area to reach stormwater collection, treatment and management infrastructure. The Development Review Board shall consider the adequacy of the proposed landscaping to assure the establishment of a safe, convenient, and attractive parking area and the privacy and comfort of abutting properties. (1) All off-street parking areas shall be landscaped around the perimeter of the lot with trees, shrubs and other plants. Perimeter planting shall be set back from the curb sufficiently to allow for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade and canopy for the parking lot. In some situations it may be necessary both for surveillance purposes and for the perception of safety to install the size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. The Board finds this criterion met. (2) In all parking areas containing twenty-eight (28) or more contiguous parking spaces and/or in parking lots with more than a single circulation lane, at least ten percent (10%) of the interior of the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such requirement shall not apply to structured parking or below-ground parking. The applicant has shown that this criterion is met by providing 13,812 sf of landscape islands within 84,488 sf of parking area. (3) All interior and perimeter planting shall be protected by curbing unless specifically designed as a collection and treatment area for management of stormwater runoff as per 13.04(B)(5)(c) below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) square feet. Large islands are encouraged. #SP-22-032 Curbing is provided. The Board finds this criterion met. (4) Landscaping Requirements (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt-tolerant. The Board finds this criterion met. (b) At least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a minimum of thirty (30) feet apart. 3. 270 parking spaces are provided, requiring 54 shade trees. The applicant has indicated they do not desire to provide shade trees on the western or northern sides of the parking lot due to neighbor requests to not block views of the mountains. The applicant has provided a few trees to the north but only low growing shrubs to the west. Staff recommends the Board discuss whether compliance with this criterion is adequate. The applicant and Board discussed on September 20 that the applicant would revise the plan to address this criterion. Staff recommends the Board require the applicant to provide a plan demonstrating that this criterion has been met, including the requirement for even placement for shading and glare reduction, prior to closing the hearing. (c) Trees shall have a caliper equal to or greater than two and one-half (2 ½) inches when measured on the tree stem, six (6) inches above the root ball. This criterion is met. (d) Where more than ten (10) trees are installed, a mix of species is encouraged; the species should be grouped or located in a manner that reinforces the design and layout of the parking lot and the site. The Board finds this criterion met. (e) Within the City Center FBC District, landscaping required within this section shall not count towards meeting minimum landscape budget requirements as detailed in Section 13.04(G). This criterion is not applicable. (1) Snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. Snow storage is provided. The Board finds this criterion met. C. Screening or buffering. The Development Review Board will require landscaping, fencing, land shaping and/or screening along property boundaries (lot lines) whenever it determines that a) two adjacent sites are dissimilar and should be screened or buffered from each other, or b) a property’s appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi-family use abuts a residential district or institutional use, or (d) a parking or loading area is adjacent to or visible from a public street. The Board touched upon this criterion on 8/2 and the applicant made some modifications in response. The Board finds this criterion to now be addressed through screening. #SP-22-032 D. Front Yards of Non-Residential and Multi-Family Uses. In the case of non-residential and multi- family uses, the required front yard and/or the frontage along designated arterial and collector streets (see Article 3, Section 3.06 for this list) shall be suitably landscaped and maintained in good appearance. Landscape elements that reduce stormwater runoff and promote stormwater infiltration are encouraged. The Development Review Board shall require the applicant to meet the provisions of sections 13.04(F) and (G). The applicant testified that their intention is to maintain the front yard as meadow with limited mowing once or twice a year, with limited larger plantings and a lawn area along the building. The Board finds this criterion met and finds the meadow condition shall be required to be maintained; the area approved as meadow shall not be permitted to be converted to lawn without further Board review for compliance with this criterion. G(3) Landscaping Budget Requirements. The Development Review Board shall require minimum planting costs for all site plans, as shown in Table 13-4 below. In evaluating landscaping requirements, some credit may be granted for existing trees or for site improvements other than tree planting as long as the objectives of this section are not reduced. The costs below are cumulative; for example, a landscaping budget shall be required to show a planned expenditure of three percent of the first $250,000 in construction or improvement cost plus two percent of the next $250,000 in construction or improvement cost, plus one percent of the remaining cost over $500,000. The landscaping budget shall be prepared by a landscape architect or professional landscape designer. The total project cost, excluding specialty costs related to the surgery center, is $43,040,903, resulting in a required minimum landscaping budget of $437,909. The applicant has proposed the following landscaping elements. Trees $249,300 Shrubs $123,925 Ornamental Grasses $67,425 Perennials $41,220 Total $481,870 The Board may only allow credit for perennials and grasses if the objectives of the landscaping standards are otherwise met. The Board finds the proposed landscaping elements shall count towards the required minimum landscaping budget, except the perennial plantings shall be maintained in perpetuity on a square footage basis rather than on a plant by plant basis. The perennial beds shall be maintained in perpetuity with plantings of substantially similar value and quality as that shown on the approved plans, and such perennial beds shall be considered as a required element of the approved landscaping plan. The Board finds this criterion met. 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 project will be subject to State stormwater management standards. The City Stormwater Director reviewed the project on 7/25/2022, offered comments which he confirmed on September 16 were addressed by the applicant with the revised plan. 13.07 Exterior Lighting #SP-22-032 Lighting requirements are summarized as follows. (1) Fixtures must be downcast and shielded (2) Illumination must be evenly distributed (3) Fixtures must be placed to minimize lighting from becoming a nuisance (4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural material, with a decorative surface or finish (5) Poles & building mounted fixtures may be no higher than 30-ft (6) Poles must be located in safe locations Specific requirements for maximum illumination levels are included in Appendix A and are limited to 3 foot candles average at ground level. The applicant has provided a photometric drawing indicating this criterion is met. Based on comments for the 8/2 hearing, the applicant has revised the lighting plan to provide more uniform and lower peak illumination levels to prevent lighting from becoming a nuisance. The Board finds proposed lighting levels to be appropriate. The applicant has included sign illumination on their plans. Sign illumination is subject to separate ordinance and must be removed from the plans. There are several small elements on the civil drawings indicated as a grey box with the letter “B” in it. The applicant has indicated these are blue light “emergency” stations. The applicant has not yet determined whether they will be installed. The Board finds these stations do not count as lighting and are therefore not subject to the City’s lighting standards, provided the illumination levels are not a nuisance. 13.08 Outdoor Storage and Display A. Outdoor Storage. Outdoor storage of goods, materials, vehicles for other than daily use, and equipment shall be subject to the following provisions: (1) Any outdoor storage shall be appurtenant to the primary use of the property and shall be allowed only in nonresidential districts and upon approval of the DRB in conjunction with a site plan, conditional use and/or PUD application. The Board finds this criterion met. (2) The Development Review Board may require that outdoor storage areas in connection with commercial or industrial uses be enclosed and/or screened where the storage area may comprise an attractive nuisance, where the proposed use of the storage areas present opportunities for theft, or where the Board finds that said storage areas are in view of residentially-zoned parcels. This criterion applies to equipment. The applicant has proposed an emergency generator, two chillers, an “oxygen storage area, a transformer, and an electrical vault. Under prior LDR, landscaping standards explicitly required additional screening of equipment, but that standard has been modified in the latest LDR to be more broad as excerpted in 13.04C above. The Board finds 13.04C requires screening of equipment under the provision where the Board may require screening where “a property’s appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped.” #SP-22-032 The emergency generation is proposed to be 12-ft high and is proposed to be enclosed by an 8-ft high fence surrounded by evergreen trees. Previously submitted plans had a 12-ft high fence but this has been reduced, presumably to avoid the need for the fence to be considered a structure. The chillers are proposed to be 9-ft high and are proposed to have no enclosure or screening. The oxygen farm is proposed to have a max height of 15-ft and is proposed to be enclosed by an 8-ft high fence surrounded by evergreen trees on three sides. The transformer is proposed to be 6-ft high. It is located near the northeast corner of the building along with an electrical vault and neither is proposed to be screened. The applicant has also provided an image of a fuel cell (10-ft high), but there is no fuel cell shown on the plans. No approval for a fuel cell is granted. The Board finds, for all five pieces of equipment, screening to be adequate, taking both this criterion and the requirements of 13.04C into consideration. 13.11 Fences The applicant is proposing an 8-ft high chain link fence for their equipment enclosures. Since the fence height does not exceed 8-ft, conditional use review is not required. 3.18 Energy Standards All new buildings are subject to the Stretch Energy Code pursuant to Section 3.18: Residential and Commercial Building Energy Standards of the LDRs. This now includes provision of a solar-ready roof. The applicant testified on August 2 that the roof will be solar ready. The Board finds that the roof shall comply with commercial building energy standards appendix CA for solar readiness. DECISION Motion by __, seconded by __, to approve Site Plan application #SP-22-032 of UVM Medical Center, subject to the following conditions: 1. All previous approvals and stipulations will remain in full effect except as amended herein. 2. This project must be completed as shown on the plan submitted by the applicant and on file in the South Burlington Department of Planning and Zoning as modified below. 3. The plans must be revised to show the changes below and shall require approval of the Administrative Officer. a. update the pavement marking and signage plan to remove the stop bar from the downstream end of the one-way drop off loop, add stop signs, and clearly indicate one- way subject to review and approval of the Director of Public Works b. remove all proposed signage, including sign lighting, from the plans c. include a two to three foot wide gravel path connecting the recreation path to the rear of the development area #SP-22-032 d. the proposed driveway connection shall be indicated on the plans as lands reserved for future driveway connection, not a right of way. e. Address the comments of the South Burlington Water Department pertaining to plan changes 4. A digital PDF version of the full set of approved final plans must be delivered to the Administrative Officer before issuance of the zoning permit. 5. The applicant may not obtain a zoning permit for the project before a site plan approval for the adjacent site is obtained. 6. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 7. The applicant must provide an irrevocable offer for the planned right of way to the City subject to review and approval of the City Attorney prior to issuance of a zoning permit. 8. Prior to issuance of a zoning permit, the applicant must post a landscaping bond for $11,660 in plantings in accordance with the methodology in LDR 15.15B. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 9. The applicant must receive final water and wastewater allocation prior to issuance of a zoning permit. 10. The project must comply with the comments of the South Burlington Water Department. 11. The applicant must coordinate with DPW on whether to retain or remove the existing bench on the front of the property during construction for its protection. 12. The applicant must maintain the area in the front of the building as meadow as shown on the approved plans. The area approved as meadow shall not be permitted to be converted to lawn without further Board review. 13. The Board finds the project will generate ___ new trips for the purpose of calculating traffic impact fees. 14. The applicant shall regularly maintain all stormwater treatment and conveyance infrastructure. 15. The roof shall comply with commercial building energy standards appendix CA for solar readiness. 16. The proposed project must adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan must meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 17. Bicycle racks must meet the minimum requirements of 13.14 and Appendix G. 18. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to use of the project. 19. All exterior lighting must be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. 20. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications must be underground. 21. Any change to the site plan shall require approval by the South Burlington Development Review Board or the Administrative Officer. #SP-22-032 Dan Albrecht Yea Nay Abstain Not Present Mark Behr Yea Nay Abstain Not Present Frank Kochman Yea Nay Abstain Not Present Quin Mann Yea Nay Abstain Not Present Dawn Philibert Yea Nay Abstain Not Present John Stern Yea Nay Abstain Not Present Stephanie Wyman Yea Nay Abstain Not Present Motion carried by a vote of 0 - 0 - 0. Signed this ____ day of October, 2022, by _____________________________________ Dawn Philibert, Chair Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b) (4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermontjudiciary.org/GTC/environmental/default.aspx for more information on filing requirements, deadlines, fees and mailing address. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.477.2241 to speak with the regional Permit Specialist. The applicant submitted revised materials on October 12, 2022, the date of packet publication. The submission deadline for inclusion in the staff review for October 18, 2022 was October 5, 2022 therefore these materials were not reviewed by Staff. However the new materials are provided here because Staff anticipates the applicant will desire to use these materials to address the outstanding issues identified in the draft decision. zz GRAVEL SCULPTURE 50' RIGHT OF WAY FOR FUTURE ROAD 50' RIGHT OF WAY FOR FUTURE ROAD POCKET PARK 10’ REC PATHPatient Parking 363360360365365365365365EVEV370375375380380New BuildingOSCDrop-offLoading Docks Tilley Drive ONE WAYPick-upNew Sidewalkretaining wall390391392393394 387 3823833843853873883893903913922 ADA Spac e s 388389 39 5 397398394Patio 383382379378x368.1 top berm x380.1 top berm378bike rack area384385386387388389390391383CB 8CB 7380381CB 46377New Concrete Sidewalk New Sidewalk PatioCB23CB28CB31CB29CB33CB6CB 4CB17CB16CB13CB22375CB39CB11382392393394394 390387 400401402403404405396New 5' concrete sidewalkW39739839939 5 39 6 39 7 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 CHILLER service entranceRelocated windmill396CB20CB35CB34CB26392394396395391391392393394395396397398393 391CB12390386385 Domestic water service (6") Sprinkler service (6") CHILLER 394393383392393395394Stop barNew SMh ANew 8" x 6"tappingsleeve andvalve393400ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2380375370378399401 402399395398397396375CB24CB43CB44CB36CB37CB42400 40 5396400402 407390385381retaining wallCB21CB19New SMh BDMh #2DMh #1CB9CB 10394 Knee-wall retaining wallCB27CB40CB41EEELECELECELECELECEELECELECNew HD concrete padCB 32EELEC ELEC 403 389 393390385387381380378376375380GMGas meter404390Stopbar368 370CB 2YD 1YD 2Patio381390395394STMh 2STMh 1376CB14380 383384387385393TRANS.SNOWSTORAGESNOW STORAGESNOWSTORAGECB 15BBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHELECELECELECELECFUTUREFUTUREFUTUREFUTURESNOWSTORAGEBBB+416.1+396+397+3983953943 93 3 9 0 3 8 7 416410414415BBENCH BENCHstaff entranceNew 8"x8"tappingsleeve andvalveNew 8" DI waterservice(Private)380FDCLandscape BermNew Multi-Use concrete padSee Structural CB25(Relocate)New gravel shoulderCB38New HD concrete padCB 1CL1CL1CL1CL1CL2CL2CL2SIGNSL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL4SL4SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5HHHH( 4 ) 4 i n c h c o n d u i t s (4) 4 inch conduits(4) 4 inch conduits (2) 4 inch conduits (3) 4 inch conduitsTele-data Oxygen service New 6" DIwater serviceFD F D CB30CB33CB 3EL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1391393392380377378379380 ONE WAY375360hyd. #731hyd. #667hyd. #666386387Gravel Wetland #2EMER. GEN.FF 381.0Lower LevelFF 395.0Upper LevelOxygenstorage area4 spacesADA4 dropoff / p i c k u p Spaces (15 minut e s )New concrete(See Structural)Electricchargingstation(ADA)Gravel Wetland #1New concrete sidewalk4 parking spaceswired for electric chargingstation (Level 2 - Future)6 service andvendor parking6 parking spaces forelectric charging stations (Level 2)2 parking spaces for E V C (Level 2)Elec.VaultNew GAS service(Design andInstalled by VGS)New Fiber conduits(See Design by Kirick)New Fiber conduits(See Design by Kirick)UGP (normal)UGP (emergency)New Oxygen service(See Design by MEP)New Chilled water lines(See Design by MEP)New emer. UGP service(See Design by MEP)New precastsegmentedretaining wall411NewguardrailNew concrete curbFUTURE PARKING5 SpacesFUTURE PARKING3 SpacesSL3SL3SNOW STORAGENew gravel shoulder392394390384394STOPCB5 STOPSTOPSTOPSTMh 5360385 382 38 6 383 379 377 374 372 378379362363364366367368369371372373374376377378379376376361New 6" DI382384New UGP service(See Design by MEP)New Signs"DO NOTENTER"New 8' high chainlink fence with gateNew 5'concretewalkNew structural concretepad at all exteriordoorways. See StructuralEngineer for details.New concrete retaining wall(design by Structural)New guardrailFlush concrete at snowstorage area typical.New bollards see Civil Details.New concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.New concrete Pad(See Structural)2 parking spaceswired for electric chargingstation (Level 1- Future)2 parking spaceswired for electric chargingstation (Level 1)New Screening wall(design by Landscape Arch.)Newbollards (4)New 10' wide perviousasphalt recreation pathNew clearing limitsNew 10' wide perviousasphalt recreation pathNew end sectionwith rip rap inletprotectionInv. 377.0New 2' widegrass swaleNew sculptureNew PerviousStoneNew granite benchesNew granitebenchesNew vegetatedstable access pathCB45New vegetatedstable access pathNew 8'x14'Storage TankNew 8' high chainlink fence with gates384386 388390395382385 New endsection Inv.381.3New endsection Inv.381.1New Stone Edging(see detail)New Stone Edging(see detail)New 3' gravel pathPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.1 SITE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTIONSEE NOTES ON SHEETC-1.1 and C-2.126 SPACES16 SPACES16 SPACES16 SPACES16 SPACES16 SPACES16 SPACES16 SPACES16 SPACES19 SPACES29 SPACES 5 SPACES 10 SPACES 33 SPACES 4 ADASPACES4 SPACESGENERAL NOTES1.The Contractor shall be responsible for repairing all disturbed areas back to original condition, including but not limitedto curbing, sidewalks, road, parking areas, landscaping, site lighting, electrical, etc. All asphalt shall be sawcut prior topaving.2.All stumps, rock, and other non-approved trench backfill material discovered during construction is the exclusiveproperty of the Contractor and shall be removed from UVMMC property and disposed of in a State approved disposallocation. All existing soils reused for fill shall conform to all applicable sections of VTRANS specifications Section203-Excavation & Embankments. Contractor shall review soil investigation report and soils logs prior to bid. Any soilreused as fill under roads and applicable concrete sidewalks shall pass a subgrade proof roll with a loaded tandem. Fillsoils that do not pass a subgrade proof roll shall be removed and replaced at the Contractor's expense.3.On-site soils are not to be reused under new roads, parking, walks, plazas, pads, stairs or other hard scape due to highsilt/clay content. Only compacted Granular Borrow may be used as fill material below subbase material and extendingoutward 1 foot for every 1 foot of bearing splay.4.All passing sieve, proctor, and compaction testing expenses shall be paid by Owner. Testing coordination, all otherrequired testing, and expenses for failed tests shall be the Contractor's responsibility.5.The Contractor shall contact the local Electric Department prior to any work in the vicinity of the existing electricconduits.6.This project requires coverage under an Individual Construction Stormwater Discharge Permit and the City of SouthBurlington Standard Erosion Prevention & Sediment Control Permit. The Contractor shall be the On-site Coordinator forthe project and shall be responsible for all required inspections (minimum weekly and after any storm event thatproduces a discharge), turbidity readings, maintenance, and reporting. The On-Site Plan Coordinator shall be requiredto provide a turbidity meter for the project. The Contractor shall be responsible for installing, maintaining and removingall erosion and sediment control devices shown on the plans or details and, to the maximum extent practical, tominimize potential contamination of stormwater runoff from the construction activities.7.Contractor shall be responsible for all "As-built" measurement and drafting requirements as outlined on the DetailSheets. All trench excavations shall remain open until all as-built survey shots have been taken. Progress RecordDrawings shall be submitted to the Engineer as indicated in the Record Drawing specifications.8.Definition of "Preconstruction Excavation" for these contract documents shall be:The site contractor shall expose utilities and obtain all necessary information, including but not limited to, invertelevation, size, depth, pipe type, joint location, etc. Contractor shall transit survey the location and elevations of theutility. Contractor shall provide the engineer with sketches indicating horizontal and vertical information of pipe orconduit type and size, cross-section information, concrete encasement information (top and bottom elevations, width,etc.), joint location, etc. of each required existing underground utility. Accuracy of horizontal location is within 1 foot, andaccuracy of vertical elevation is within 0.02 ft. (1/4"). Coordinate all excavation with City, Owner, and Engineer.Preconstruction excavations shall occur prior to ordering structures and prior to utility construction to facilitate redesignand/or design confirmation.9.The location of the preconstruction excavation symbols does not necessarily indicate the location of the buried utility. Itis the responsibility of the Contractor to find and expose the utility.10.Contractor shall include 20 preconstruction excavations in addition to the ones shown on the drawings.11.Contractor shall be responsible for importing topsoil as required to complete the project. Contractor shall test topsoil forapproval by the Owner and Engineer.12.The Contractor shall be responsible for all signage and construction fencing necessary to providing safe vehicular andpedestrian access through or around the site during construction.13.All sewer and storm pipes shall be PVC SDR 35 unless otherwise noted.14.All new catch basins and sanitary sewer manholes must have one 6" precast concrete grade ring.15.Temporary groundwater, stormwater, and sewer by-pass pumping and/or diversion is the responsibility of theContractor. The Contractor is responsible for providing all necessary pumps and equipment to perform the work.Overnight pumping is not allowed.16.All sidewalks shall have 2% maximum cross slope.17.Contractor to pin concrete sidewalk/slabs to all contact points with stairs, building, bike slab, etc.18.Removal of all erosion control matting and inlet protection is the responsibility of the Contractor.19.At the end of the project, clean the sumps of all new and existing catch basins and storm manholes within the projectlimits.20.Electrical lines and lighting lines are shown for illustrative/coordination purposes only. Refer to Electrical plans andspecifications for design.21.Refer to Plumbing plans for sewer and storm design within five feet of the building.22.Footing drain elevations are provided for coordination purposes. Footing drain design by others.23.Refer to Plumbing and/or Fire Protection plans for waterline design within five feet of building.24.Site Contractor to deliver 12 boulders to Neff Property as part of this project. Each boulder to be approximately 1 cubicyard, but no bigger.25.For patio areas shown (4) see Landscape Architects for full design and details.26.Contractor is responsible for applying for, paying application fees and obtaining any required excavation fees.SEE LEGEND ONSHEET C-1.202/28/2022SD Pricing Package07/22/2022Design Development10/10/2022PERMIT PLANS06/17/2022 363360360365365365365365370375375380380Loading Docks retaining wall382383383382379378x368.1 top bermx368.1 top bermx368.1 top berm x380.1 top berm378384385386387388389390391383380381377Patio375382394.1x400401396New 5' concrete sidewalk397398399CHILLER service entrance392394396395391391392393394Domestic water service (6") Sprinkler service (6")Rim 382.30Inv. in 373.0(ex.)Inv. in = 373.10Inv. out 373.006" PVC sanitary serviceCHILLER 383392393395394New SMh A393ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2x375.1x375.1x 3 7 4 . 9 x376.1x372.9x363.1x363.6x363.3x363.6 x 3 6 7 . 1 380375370378New SMh BRim 367.9Inv. in 359.9 ±Inv. out 359.8± (existing)*Confirm invert out withpreconstruction excavation.8" outlet pipe must haveminimum 0.4 ft/ft slope399395398397396375390385381Inv. out 375.0retaining wallretaining wallNew HD concrete pad8" PVC sanitary 390x387.8 385387381380378376 x387.8375380GMGas meter390368 370s=0.02s=0.02381376380 383384TRANS.BBBENCH BENCHstaff entrance380New HD concrete padSL1SL1SL1SL2SL3SL3SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5(2) 4 inch conduits (3) 4 inch conduitsTele-data 4" PVC (stub)Oxygen serviceNew 6" DIwater serviceFD FDOn-Site soil may be reused for gravel wetland bermif material is protected from weather/precipitationand not allowed to become plastic.15" SDR35 storm380377378379380 x 3 7 7 . 0 x 3 7 6 .7x 377.0x 376.7x380.92381.90 x390.70x390.6xx379.6x 390 .10 380 . 1 x 396.5 xx378.75x 380. 9 8 x380.95 x 3 90 . 6 0 x 3 9 0 .40x 391 .4x380.1x380.1x380.1x380.25x380.25x380 . 2 5 x380.25 x379.0x 379 .0x 380.45x 377.0x379.52x 380.20x 380.0 x 3 8 0 . 9 x 380.9x380.98x380.90x 380.1380.8 x 380.7 x3 9 4 . 3 x x 382.65x 382.55x 381.10 x 3 8 0 . 3 0x379.80x379.52383 . 2 5 x x 383.35 x 386 .5386.5 xx 387.0x 387.0x 387.0x 387.0x 383.35x 383.45x 384.30384.40 xx 387.85x 390.20x 3 9 2 . 0 2x 392.05x 391.90x 391.50x 391.60x 392.00x 380.30380.80xx 380.05380.55xx 380.60381.70 xx 386.5x 386.5x 37 7 .0x 377.5x379.83381.20x382.65x382.75x 380 . 3 0 x380.30x38 0 . 2 0 x380.30x380 . 5 x 37 8 . 5 0 x x 378.60x380.98x380.90x378.0381.90 xx380.98x380.90375x374.4x374.4374.4x360x376.5x376.5 x363.5hyd. #731386387x368.1 top berm12" PVC stormNew CB 13Rim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB 12Rim 379.60Inv. in 374.60 (FD)Inv. out 374.50New CB 11Rim 378.90Inv. in 373.60 (FD)Inv. in 376.60 (2 Trench Drains)Inv. out 373.50New CB 10Rim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.00New CB 8Rim 376.70Inv. out 370.70New CB 7Rim 376.70Inv. in 370.20Inv. out 370.10Footing d r a i n New CB 26Rim 390.10Inv. in 385.60Inv. out 385.50New CB24Rim 393.80Inv. out 388.80New CB 25Rim 392.05Inv. in 387.30 (ud)Inv. in 385.10Inv. out 385.00New Outlet DMh #1Rim 367.0Inv. in 360.33 (4")Inv. out 362.50 (24")New Outlet DMH #2Rim 379.50Inv. in 372.33 (6")Inv. in 375.0 (15")Inv. out 374.4 (18")New ESInv. 376.0New stone bermNew stone bermNew ESInv. 363.1New ESInv. 363.12-New 18" vertical inlet pipes2 - 24" vertical inlet pipesNew CB 46Rim 365.7Inv. in 359.60Inv. out 359.50New berm with stone overflowNew 6" cross pipe2-New 18" vertical inlet pipesNew CB 28Rim 393.9Inv. in 387.10Inv. out 387.00New CB 42Rim 398.10Inv. in 393.50 (ud)Inv. in 393.10Inv. out 393.00New CB 41Rim 396.30Inv. in 391.70 (ud)Inv. out 9390.40New CB 22Rim 384.20Inv. in 377.10Inv. out 377.00New riprap emergencyspillwayNew CB 23Rim 390.90Inv. in 382.10Inv. out 382.0012"12" PVC storm12" PVCstorm15" PVC storm 15" PVC storm 12" PVC storm12" PVC storm15" P V C s t o r m 12" PVC storm15" PVC storm 15" PVC storm15" PVC storm1 5 " PVC s t o rm 12" PVC storm12" PVC storm12" PVC storm12" PVC stormNew riprapemergency spillway24" PVC storm18" PVC stormNew CB9Rim 378.60Inv. in 372.00Inv. out 371.90New Trench DrainRim 378.8New Trench DrainRim 378.88" PVC SDR 3512" PV C S D R 3 5 Roof drain8" PVCNew ESInv. 363.112" PVC storm 15" PVC storm New CB 39Rim 391.00Inv. in 384.10Inv. out 384.00New CB 32Rim 373.50Inv. in 357.10Inv. out 357.00Inv. out 356.030" PVC storm 24" PVC stormNew COInv. 377.00Inv. 396.5New CO'sInv. 395.40New CO'sInv. 392.70New STMh 2Rim 385.3Inv. in 379.20Inv. out 379.10New STMh 1Rim 373.0Inv. in 366.1Inv. out 366.012" PVC storm12" PVC storm15" PVC s t o r m 1 2 " PVC s t o rm 12" PVCstormNew CB 15Rim 391.00Inv. out 379.00New CB1Rim 369.5Inv. in 363.50Inv. out 363.402 - 24" vertical inlet pipesNew CB 38Rim 386.60Inv. in 380.60Inv. out 380.5015" PVCRoof drain 8" PVC SDR 35Roof drainNew ESInv. 363.1Inv. out 368.0Inv. out 374.0.012" PVC storm s=0.01s=0.014Gravel Wetland #2EMER. GEN.FF 381.0Lower LevelOxygenstorageareaNew concrete (SeeStructural)Gravel Wetland #16 service andvendor parkingElec.Vault(Design and Installed byNew Fiber conduits(See Design by Kirick)UGP (normal) UGP (emergency)New Oxygen service(See Design by MEP)New Chilled water lines(See Design by MEP)New emer. UGP service(See Design by MEP)New O2 farm, see details and plans by MEP.See 8' high fence on Civil Details.2.0' stoneshoulder at limitsof pavementCompletepre-constructionexcavation to confirmexisting invert, prior toordering structure.15" PVC x380.1Coordinate water metersize and location withlocal water department.x 3 9 0 . 2 0Install 6 x 6 tee withgate valves securedusing Foster adaptors.386.5 xx 3 7 8 . 9 0 384x 383.55Maintain 5' (min.)separation betweenwater and gasNew STMh 5Rim 368.00Inv. in 361.50Inv. out 361.40360New CB 45Rim 360.0Inv. out 355.50Core & boot newpenetrationInv. 353.5x 379.1379 377 374 372 37837936236336436636736836937137037537237337437637737837937637636112" ADS N12 stormx379.75x379.95x379.75New UGP service(See Design by MEP)New 8' high chain linkfence with gateNew guardrailNew bollards see Civil Details.New concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.New concrete Pad (SeeStructural)New Screening wall(design by Landscape Arch.)New bollards (4)New 10' wide perviousasphalt recreation pathNew vegetatedstable access pathNew vegetated stable access pathInstall Ripley DamsInstall Ripley DamsSee Gravel Wetland EarthEmbankment ConstructionNotes, sheet C-4.6See Gravel Wetland Earth EmbankmentConstruction Notes, sheet C-4.6New 8' high chain link fencewith gatesx 3 9 6 . 2 395New Stone Edging(see detail)New Stone Edging(see detail)New 3' gravel pathPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.3SITE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841PROGRESSNOT FOR CONSTRUCTIONSee Sheet C-1.2See Sheet C-1.4SEE NOTES ON SHEETC-1.1 and C-2.1SEE LEGEND ONSHEET C-1.2FF 381.0New Vermont Gas Service Notes- Refer to Vermont Gas Systems details andspecifications for excavation, installation, and backfill ofnew buried natural gas service line.- Prior to beginning excavation contact Dan Baldwin(DBaldwin@vermontgas.com)- Typical bury depth for new buried natural gas serviceline is 2 ft.- Natural gas service line shall maintain 1 ft verticalseparation at all crossings with other utilities.- Vermont Gas System will provide labor, equipment, andmaterials for excavation, pipe installation, testing, andtrench backfill for the construction of the new naturalgas lines. The work will be coordinated with VGS, theowner and construction team. If VGS is not available atthe appropriate timing of the natural gas line installationthey will reimburse the Site Contractor $5.00/lf for theexcavation, compaction, and backfill. Regardless oftiming, VGS will provide the labor and materials for theequipment, pipe installation and testing.02/28/2022SD Pricing Package07/22/2022Design Development10/10/2022PERMIT PLANS06/17/2022Contractor shall install perviousasphalt at end of project, to ensureno damage during construction. 39439 5 39 6 39 7 39 8 39112" PVC stormB3 95 3943 9 3 3 9 0 3 8 7New gravel shoulderSL3SL3SL3HH(4) 4 inch conduits x 3 9 3 . 7 x 3 9 3 . 8 0x 394.30x 394.40x 393.90x 395.00x 394.90x 3 9 4 . 4 0 x 3 9 5 . 0 5 396.5 xx 394.1x 394.4x 3 9 4 . 1 0 x 3 9 4 . 7 0 394.80 xx 394.95x 3 9 4 . 8 5 12" PVC sto r m New CB 34Rim 394.10Inv. out 390.0New CB 33Rim 394.55Inv. in 389.60Inv. out 389.50New CB 21Rim 393.80Inv. out 388.00New COInv. 389.70Fill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.375375380380New Sidewalk382383384385 387388389390391392395397398 394383382379x380.1 top berm384385386387388389390391383380381New Concrete Sidewalk382 393400401402403404405396W397398399395396397398399 40 0 40 1 40 2 40 3 4044 0 5 CHILLER Relocated windmill396392394396395391391392393394395396397398390386CHILLER 393383392393395394393400ForebayWetland Cell 2-1Wetland Cell 2-2x375.1x375.1x 3 7 4 . 9 x376.1x372.9380375378399401 402399395398397396375400 40 5396400402 407390385381 12" PVC storm12" PVC stormEEELECELECELECELECEELECELEC403 404390Stopbar381390395384387SNOWSTORAGEBBBBBENCHELECELECELECELECFUTUREFUTUREFUTUREFUTURESNOWSTORAGEBBB416410414415380Landscape Berm(Relocate)New gravel shoulderCL1CL1CL1CL1CL2CL2CL2SL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SL5SL5SL5SL5SL5FD 15" SDR35 stormEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1x 391.75x 391.80 x 393.10x 393.7x398.30x398.20x398.30 x 393.25x 393.80x 394.30x 394.40x 393.90x 395.00x 394.90x 394.40x 394.55x 395.15x 395.05x 392.35393.25 x393.35 xx 396.35x 396.40x 396.45x 393.15x 393.6398.2 x x 398.3381.90 x390.70x390.6xx 390.10x 391.85x 391.90 394.1 xx 392.45x 391.50391.45x 393.80 x x 4 0 5 . 7396.5 x398.7 x x378.75x 390.60x 390.40 x398.30x398.40 4 0 4 . 5 x x 391.4396.5 x396.8 x397.7 x 4 0 6 . 0 x x 405.5x 4 0 5 . 4 4 0 4 . 3 xx380.1x380.1x380.1x380.25x380.25x380.25x380.25 x 380.20x 380.0x 391.2x 394.1x 394.4x 394.10x 394.70394.3 x x 4 0 5 . 4 x 4 0 5 . 2 394.80 xx 394.95x 394.85x 382.65x 382.55x 381.10 383.25 x x 383.35 393.15 xx 386.5386.5 xx 387.0x 387.0x 387.0x 387.0x 383.35x 383.45x 384.30384.40 xx 386.95x 387.85x 390.20x 392.02x 392.05x 391.90x 391.50x 391.60x 392.00x 380.30380.80xx 380.05x 380.60381.70 x387.90 xx 387.0x 386.5x 386.5x379.83x 393.40x 395.7x 395.8x 396.45x 393.25381.20x382.65x382.75xx 392.40x 392.45x 378.60381.90 x375x374.4x374.4374.4xx376.5x376.5 386387x368.1 top bermRim 392.50Inv. out 387.012" PVC storm12" PVC storm New CB 17Rim 392.45Inv. in 386.5Inv. out 386.4New CB 20Rim 393.00Inv. in 387.10Inv. out 387.00New CB18Rim 391.10Inv. out 387.0012" PVC stormNew CB 16Rim 385.60Inv. in 379.60Inv. out 379.50New CB 13Rim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB 10Rim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.0012" PVC storm New CB 33Rim 394.55Inv. in 389.60Inv. out 389.50New CB 35Rim 396.80Inv. in 392.50 (ud)Inv. in 391.10Inv. out 391.00New CB 33Rim 396.40Inv. in 389.10Inv. out 389.00New CB 27Rim 394.00Inv. out 389.00New CB 26Rim 390.10Inv. in 385.60Inv. out 385.50New CB24Rim 393.80Inv. out 388.80New CB 25Rim 392.05Inv. in 387.30 (ud)Inv. in 385.10Inv. out 385.00New Outlet DMH #2Rim 379.50Inv. in 372.33 (6")Inv. in 375.0 (15")Inv. out 374.4 (18")New ESInv. 376.0New stone bermNew ESInv. 363.12-New 18" vertical inlet pipesNew CB 46Rim 365.7New berm with stone overflowNew 6" cross pipe2-New 18" vertical inlet pipesNew CB 28Rim 393.9Inv. in 387.10Inv. out 387.00New CB 29Rim 397.20Inv. in 387.60Inv. in 392.0 (n)Inv. out 387.50New CB 31Rim 398.20Inv. in 388.60Inv. out 388.50New CB 42Rim 398.10Inv. in 393.50 (ud)Inv. in 393.10Inv. out 393.00New CB 43Rim 401.10Inv. in 396.10 (ud)Inv. in 396.10Inv. out 396.00New CB 44Rim 401.10Inv. out 396.40New CB 41Rim 396.30Inv. in 391.70 (ud)Inv. out 9390.40New CB 40Rim 396.10Inv. in 391.00 (ud)Inv. in 389.10Inv. out 389.00New CB 22Rim 384.20Inv. in 377.10Inv. out 377.00New riprap emergencyspillway12" PVC storm12" PVC storm12" PVC storm12" PVC stormNew CB 23Rim 390.90Inv. in 382.10Inv. out 382.0015" PVC storm 15" PVC storm 15" PVC storm New CB 37Rim 401.60Inv. in 397.0 (ud)Inv. out 396.5012" PVC stor m New CB 36Rim 402.00Inv. in 397.70 (ud)Inv. in 396.10Inv. out 396.0012" PVC storm12" PVC storm15" PVC storm12" PVC storm15" PVC storm15" PVC storm15" PVC storm1 5 " PVC s to rm 12" PVC storm12" PVC storm12" PVC storm12" PVC storm18" PVC stormInstall diversion swaleNew CB9Rim 378.60Inv. in 372.00Inv. out 371.9012" PVC storm12" PVC storm15" PVC storm New CB 39Rim 391.00Inv. in 384.10Inv. out 384.00New CB 32Rim 373.50Inv. in 357.1024" PVC stormNew COInv. 389.70New COInv. 377.00New COInv. 382.50New CO'sInv. 401.7New CO'sInv. 400.50New COInv. 398.90New TInv. 398.20New COInv. 399.00New COInv. 396.5New CO'sInv. 395.40New CO'sInv. 392.70New CO'sInv. 394.4015" PVC storm 12" PVC storm New CB 14Rim 386.0Inv. in 379.10 (FD)Inv. out 379.0012" PVCstormNew CB 15Rim 391.00Inv. out 379.00New CB 30Rim 400.05Inv. out 394.012" PVC stormNew CB 38Rim 386.60Inv. in 380.60Inv. out 380.5015" PVCs=0.014Gravel Wetland #2EMER.GEN.OxygenstorageareaNew concrete (SeeStructural)chargingNew concrete sidewalk4 parking spaceswired for electric chargingstation (Level 2 - Future)6 service andvendor parking6 parking spaces for electriccharging stations (Level 2)New COInv. 386.90New Oxygen service(See Design by MEP)New Chilled water lines(See Design by MEP)New emer. UGP service(See Design by MEP)New O2 farm, see details and plans by MEP.See 8' high fence on Civil Details.2.0' stoneshoulder at limitsof pavementFill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.411x380.1x 390.20 x 386.90386.5 xx 378.90 392394390x 387.80387.85 x384x 383.55 394x398.35 STOP380 385 x387.2385.2 xx386.615" ADS storm382 38 6 383 x 379.1379377374372 37936736836937137037537237337437637737838 6 385388385379376376382384x379.75x379.95x379.75New UGP service(See Design by MEP)New 8' high chain linkfence with gateNew guardrailFlush concrete at snowstorage area typical.New bollards see Civil Details.New concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.New concrete Pad (SeeStructural)New end section with rip rap outfallInv. 382.02 parking spaceswired for electric charging station(Level 1- Future)2 parking spaceswired for electric charging station(Level 1)New endsectionInv. 382.5New 10' wide perviousasphalt recreation pathNew clearing limitsNew 10' wide perviousasphalt recreation pathNew end sectionwith rip rap inletprotectionInv. 377.0New 2' widegrass swaleNew sculptureNew Pervious StoneNew granite benchesNew granitebenchesNew vegetatedstable access pathNew vegetated stable access pathInstall Ripley DamsSee Gravel Wetland Earth EmbankmentNew 8' high chain link fencewith gatesx382.7x3 9 6 . 2 x383.5 384386388390395382x386.3x386.73 85 12" SDR35 stormNew end sectionInv. 381.3x388.8x389.8x389.4New end sectionInv. 381.1x390.4x390.7New Stone Edging(see detail)New 3' gravel pathPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.4SITE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTIONSee Sheet C-1.3See Sheet C-1.2 SEE GENERAL NOTES ON SHEET C-1.1SEE LEGEND ON SHEET C-1.2See Inset A-AInset A-A02/28/2022SD Pricing Package07/22/2022Design DevelopmentClearing limits10/10/202206/17/2022PERMIT SET PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-4.5CIVIL DETAILSOUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 2120214.25"49.63"SK2-621DTOPSK2-621DBOTTOMSERIES600 RISERSK2-631D OPTION(WITH RISER)14.25"12"PERMIT PLANS06/17/202202/28/2022SD Pricing Package07/22/2022Design Development10/10/2022Contractor shall install perviousasphalt at end of project, to ensureno damage or porous cloggingduring construction.” ” ” ELECELECELECELECELECELECELEC GM Gas meter L2 L2 L2 L2 L2STOPSTOPSTOPSTOPCONCRETE SIDEWALK SEE CIVILCONCRETE SIDEWALK SEE CIVIL RELOCATEDWINDMILLLOCATIONPEDESTRIAN CROSSING PEDESTRIANCROSSING5'8' TYP.8'8'SHORT TERM BICYCLE PARKING.(14) CYCLESAFE U2FLUSH CURB, TYP.SEE CIVIL DWGSBOARD FORM FINISHRETAINING WALL,SEE CIVIL DWGSLOADING DOCKSSTAFFENTRANCEASPHALT PAVINGSEE CIVIL DWGSTRASHCOMPACTORSCONCRETE UNIT PAVERSBOARDFORM CONCRETE WALLS,TYP.NEW CHAINLINKFENCE WITH GATECONCRETE SIDEWALK SEE CIVILBOARD FORM FINISHCONCRETE FREESTANDING18" HIGH SEAT WALLBUILDING OVERHANG,SEE ARCH DWGSEXISTINGWINDMILLLOCATIONCONCRETE SIDEWALK SEE CIVIL 18' TYP.24' TYP.9' TYP.(6) ADIRONDACKCHAIRSCONCRETE UNITPAVERS(6) BISTRO TABLES;(24) BISTRO CHAIRSBOARD FORM FINISHCONCRETE RETAINING WALLTYP. SEE CIVIL FOR GRADESCONCRETE UNIT PAVERSFLUSH CURB, TYP.SEE CIVIL DWGSFLUSH CURB, TYP.SEE CIVIL DWGSCONCRETE SIDEWALK SEE CIVILPEDESTRIAN CROSSINGONE-WAYPICKUP/DROPOFF DRIVEEXISTING SIDEWALKADAADAADAADAADAADAADAADAT I L L E Y D R I V ETRANSFORMER,SEE CIVIL AND MEPPROPOSED EMERGENCY CALL BOXTYP. (10) TOTALBENCHPRIVACY SCREEN(6) BISTRO TABLES;(24) BISTRO CHAIRSPLANTING TYP. SEEPLANTING PLAN FORFURTHER INFORMATIONPLANTING TYP. SEE PLANTING PLANFOR FURTHER INFORMATIONMETAL EDGE TYP.BENCHASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSPROPOSED EMERGENCY CALL BOX TYP.(10) TOTALPROPOSED MAIN ENTRY SIGNSERVICEENTRANCEOXYGENFARMT I L L E Y D R I V EEMERGENCYGENERATORGRAVEL WETLAND, SEE CIVIL DWGSCONCRETE SIDEWALK SEE CIVILLAWNCONCRETE PAD LAWNLAWNLAWNUVMMC OSCLAWNLAWNPROPERTY LINEMEADOW /CONSERVATIONSEED MIXWETLANDSEED MIXLAWNLAWNLAWNMEADOW /CONSERVATION MIXSERVICEPARKINGCOVERED DROP OFF SNOWSTORAGEGRAVEL WETLAND, SEE CIVIL DWGSGRAVEL WETLAND, SEE CIVIL DWGSGRAVEL WETLAND, SEE CIVIL DWGS L1.52L1.55L1.57L1.51L1.77L1.51L1.58+9L1.51L1.56L1.58+9L1.52L1.57L1.54METAL EDGE,TYP.L1.77METAL EDGE,TYP.L1.77METAL EDGE,TYP.L1.77METAL EDGE,TYP.L1.77L1.61ADA RAMPL1.61-3RETAINING WALL,SEE CIVIL DWGSCHILLERCHILLERDRAINAGE SWALE 10' REC PATHEXISTING TREE TO REMAINPROPOSED TREEPROPOSED SHRUBPROPOSEDPLANTING BEDLAWNMEADOWMETAL EDGINGPALEGENDEXISTING CONTOURPROPOSED CONTOUR(MAJOR)PROPOSED CONTOUR(MINOR)PROPOSED SPOT ELEVATIONSLOPE764765+769.51%TYP.L1.71L1.73L1.72L1.75L1.77765SCALE OF FEET2002040THE LINE SHOWN ABOVE IS EXACTLYONE INCH LONG AT THIS SHEETSORIGINAL PAGE SIZE PROJECT:ORIG SUBMISSION:NOT FORCONSTRUCTIONCURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆06/17/2022ARCH NAME2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022SD Pricing Package07/22/2022Design Development08/12/2022DRB Updates09/30/2022DRB UpdatesL1.1LAYOUT AND MATERIALS PLANMATCHLINE: SEE SHEET L1.2MATCHLINE: SEE SHEET L1.2 375 375 380 380 390400 405 x 3 6 9 . 24004053 9 5 395400380395400405400 390 385 410375 3 8 0 385385.2 x 3 7 5 385 385 CB39 x 3 6 9 . 2 CB24 CB43 CB44 CB36CB37 CB42 DMh #2 CB40 CB41 ELECELECELECELEC CB 32 ELEC ELEC ELEC ELEC FUTURE FUTURE FUTURE FUTURE Landscape Berm CB30 L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 9' TYP.PAVING STRIPING, TYPSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGS24' TYP.DRAINAGE SWALE,SEE CIVIL DWGS18' TYP.24' TYP.SNOWSTORAGESTORM SYSTEMDISCHARGE AREAPLANTING TYP. SEE PLANTING PLAN FORFURTHER INFORMATIONSNOWSTORAGESNOWSTORAGE WETLAND,PROPERTY LINELAWNLAWNLAWNGRAVEL WETLAND, SEE CIVIL DWGS ELEVATED BERMLAWNMEADOW /CONSERVATION MIX18" TALL DRY LAID GRANITECHUNK BENCH, TYP.LAWNSCULPTURE, TYP.18" TALL DRY LAID GRANITECHUNK BENCH, TYP.ASPHALT RECREATIONALPATH, SEE CIVIL DWGSMETAL EDGE TYP.L1.77METAL EDGE TYP.L1.77GRAVEL, TBDGRAVEL WETLAND, SEE CIVIL DWGS 10' REC PATHPOCKET PARK50 'RIGHT OF WAY FORFUTURE ROADGRAVEL PATHEXISTING TREE TO REMAINPROPOSED TREEPROPOSED SHRUBPROPOSEDPLANTING BEDLAWNMEADOWMETAL EDGINGPALEGENDEXISTING CONTOURPROPOSED CONTOUR(MAJOR)PROPOSED CONTOUR(MINOR)PROPOSED SPOT ELEVATIONSLOPE764765+769.51%TYP.L1.71L1.73L1.72L1.75L1.77765SCALE OF FEET2002040THE LINE SHOWN ABOVE IS EXACTLYONE INCH LONG AT THIS SHEETSORIGINAL PAGE SIZE PROJECT:ORIG SUBMISSION:NOT FORC O N S T R U C T I O NCURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆06/17/2022ARCH NAME2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022SD Pricing Package07/22/2022Design Development08/12/2022DRB Updates09/30/2022DRB UpdatesL1.2LAYOUT AND MATERIALS PLANMATCHLINE: SEE SHEET L1.1MATCHLINE: SEE SHEET L1.1 ELECELECELECELECELECELECELEC GM Gas meter L2 L2 L2 L2 L2STOPSTOPSTOPSTOP(256) SH(43) PA(2) GT(2) AFA(2) GT(2) AFA(1) NS(2) SR(1) NS(3) GT(27) IV(25) PA(21) PA(334) SH(162) HR(7) RA(21) RA(206) SHBENCH(168) HH(18) HLL(26) DC(5) CS(17) LS(10) CS(10) CS(5) CS(7) AG(2) PS(3) QB(2) GT(4) PS(9) PG(214) RA(105) DC(1) HSS(2) HE(7) HA(8) BN(2) AFA(68) CA(16) SB(74) HH(11) PF(24) RF(19) RF(15) PA(22) PA(14) SA(50) LS(42) RA(42) DC(14) HLQ(2) GT(2) AFA(45) RA(18) RF(17) SA(18) PA(44) SH(3) PA(9) JC(13) PO(24) TO(51) RA(11) JC(7) IV(6) VDC(5) PG(4) PA(4) SV(7) CS(10) VDC(5) IVJ(17) LS(17) LS(26) DC(50) DC(50) DC(24) LS(6) HE(5) HSS(116) PA(2) AFA(2) QB(18) PG(3) AR(12) JCOXYGENFARMT I L L E Y D R I V EEMERGENCYGENERATORGRAVEL WETLAND, SEE CIVIL DWGSCONCRETE SIDEWALK SEE CIVILLAWNCONCRETE PAD LAWNLAWNLAWNUVMMC OSCLAWNLAWNPROPERTY LINEMEADOW /CONSERVATIONSEED MIXWETLANDSEED MIXLAWNLAWNLAWNMEADOW /CONSERVATION MIXSERVICEPARKINGCOVERED DROP OFF SNOWSTORAGE(40) PITRAINED ONTOADJACENTRETAINING WALLGRAVEL WETLAND, SEE CIVIL DWGSGRAVEL WETLAND, SEE CIVIL DWGSGRAVEL WETLAND, SEE CIVIL DWGS (2) PA(1) PG(11) TOCHILLERCHILLER(12) CS(7) SVDRAINAGE SWALE 10' REC PATH(3) AFA(3) UAEXISTING TREE TOREMAIN, TYP.TREE PROTECTION NOTES1.Proposed methods, and schedule for effecting tree and plant protection shall besubmitted for approval.2.Proposed methods, materials, and schedule for root pruning, construction pruning,and tree fertilization shall be submitted for approval.3.Certain specimen trees adjacent to construction areas and in other key locations willbe identified by the Owner and the Architect, and marked with red tags. Loss of anyof these trees will result in fines assessed at $5,000 per tree. Damage to all othertrees on the property will be assessed at the rate of $500 per inch caliper of the tree.4.A fine of $1,000 will be levied against the Contractor for each incident ofconstruction inside tree protection areas.5.Damages to trees, shrubs, and other vegetation will be assessed by the Architect andOwner in accordance with the International Society of Arboriculture (ISA) Guide.6.Trees or roots visibly damaged will cause the Owner to withhold from theContractor an assessed amount conforming to the requirements stipulated above fora period of two years. After that period the impact of the damaged to any tree willbe assessed accordingly.7.If any trees or shrubs designated to be saved are damaged and replacement isrequired, a number and diameter of trees or shrubs of the same species and variety,as specified by the Owner and Architect, shall be furnished and planted by theContractor. The total inch diameter of the replacement trees or shrubs shall equalthe diameter of the tree or shrub to be replaced. The Contractor shall not be liablefor any loss or damage which occurs while the Contractor is complying withinstructions given by the Owner, Architect, or arborist working on the Project.8.The Contractor's attention is called to the fact that certain areas on the site exist asnatural woodland spaces and are to remain as natural woodlands. Therefore, allconstruction operations must be performed in such a manner, which will preservethese existing natural environments as wood preserves.9.Designated areas of trees, understory, and wildflowers are to remain untouched andunharmed.10.Clearly mark all clearing limits in the field and accompany Architect on a joint reviewof clearing limits before clearing operations have commenced. Limit of clearing isgenerally defined as the limit of grading.11.Galvanized chain link fencing, 4 feet high. Stakes for fencing shall be 8 feet galvanizedsteel posts, driven a minimum of 3 feet into the ground. Posts shall be spaced 10 feeton center maximum.12.Prior to start of demolition work and clearing and grubbing operations, treeprotection fencing shall be installed in accordance with the following:13.Fencing shall be installed at the tree protection areas indicated on the Drawings.14.Fencing shall be installed a minimum of 15 feet beyond the drip line of the trees to beprotected, unless otherwise approved by the Architect.15.Where construction will be in close proximity to existing trees designated to remain,roots shall be pruned. Proximity shall be as determined in the field by the LandscapeArchitect or Arborist.16.Suitable means for root pruning include,trenching, vibrating plow, and water jetpruning. Any method which tears roots or disturbs the soil beyond the grading limitis unacceptable.17.Trees to receive root pruning shall be reviewed by an arborist for canopy pruning,fertilization and trench backfill recommendations.18.Selective clearing within tree protection areas shall only be performed when and asdirected by the Landscape Architect. Refer to Section 02115, selective clearing.19.Except as otherwise indicated or requested by Landscape Architect, temporaryprotection devices and facilities installed during course of the work shall be removedonly after all work which may injure or damage trees and plants is completed.PLANTING NOTES1.All plant material in the plant schedule shall be nursery grown inaccordance with ANSI in accordance with Z.60.1 Standards formeasurement of nursery stock.2.All plants shall be guaranteed by the Contractor for a period of oneyear from date of receipt of Provisional Acceptance of the completedinstallation by the Owner.3.Replacement plantings will be required prior to Final Acceptance forany plants which are missing, not true to specifications, have died orare unhealthy or uncharacteristic of the species (due to excessivepruning, dieback or other reasons).4.All plant materials shall be selected and tagged at the nursery byLandscape Architect.5.The Landscape Architect's approval is required for any plant materialsubstitutions.6.The Contractor is responsible for immediately notifying the LandscapeArchitect if any plant quantity discrepancies exist between the plantingplan and the plant list.7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf"(or approved equal) prior to the first Winter (no later thatNovember 30).8.The Landscape Contractor shall have the General Contractor locateall underground utilities in areas to be landscaped prior tocommencing any excavation. Adjustments to tree locations will beallowed where utility conflicts are clearly a problem and with priorsite approval by Landscape Architect.9.All plant bed, shrub and tree location shall be staked in the field byContractor for Landscape Architects approval prior to installation.10.Adjustments to plant beds shall be approved by Landscape Architect.11.General Contractor is responsible for all erosion control measuresduring construction.12.All disturbed areas are to be topsoiled and seeded or sodded, asindicated in the planting plan.13.Mulch shall consist of double-shredded hardwood mulch or approvedequal and Contractor is responsible for providing samples of mulch toLandscape Architect. Mulch plant materials as shown on plan anddetails.14.It is the intent of this contract to avoid any disturbance to existingtrees or shrubs on site other than those specifically designated fortransplant or removal.15.Liquidated damages for trees damaged by construction operation shallbe $500 per caliper inch. Shrubs shall be $100 each.16.During construction, and until the end of warranty period, existingtrees that are showing signs of stress as determined by the LandscapeArchitect are to be deep root fertilized, two injections per caliper inchper tree at 18" - 24" depth with Peter's 20/20/20 fertilizer orLandscape Architect approved equal.17.Contractor is responsible for verifying and confirming all plant countsas supplied by the Landscape Architect with field conditions asconstructed. Any discrepancies shall be reported to LandscapeArchitect for approval and direction.18.Tree transplanting shall be performed by a suitable hydraulic treespade, sized as necessary to perform the work.19.Prior to commencement of any construction, all existing trees toremain shall receive tree protection fence at outer edge of driplinewhenever possible.THE LINE SHOWN ABOVE IS EXACTLYONE INCH LONG AT THIS SHEETSORIGINAL PAGE SIZE PROJECT:ORIG SUBMISSION:NOT FORCONSTRUCTIONCURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆06/17/2022ARCH NAME2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022SD Pricing Package07/22/2022Design Development08/12/2022DRB Updates09/30/2022DRB UpdatesSCALE OF FEET2002040L1.3PLANTING PLANMATCHLINE: SEE SHEET 1/L1.4MATCHLINE: SEE SHEET 1/L1.4MATCHLINE: SEE SHEET 2/L1.4 ELECELECELECELEC ELEC ELEC ELEC ELEC FUTURE FUTURE FUTURE FUTURE L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 (1) NS(2) UA(2) UA(3) AFA(2) GT(2) GT(1) SR(3) QP(2) UA(2) NS(2) UA(9) VDC(11) AA(15) TO(11) AA(20) SP(7) IV(7) JC(4) IVJ(8) IV(5) JC(4) IVJ(6) IVJ(2) QP(17) IVJ(4) SV(3) SV(14) JC(2) AR(2) PS(38) RASNOWSTORAGE(6) TOSNOWSTORAGESNOWSTORAGE (3) AA(6) IVJ(14) JCWETLAND,PROPERTY LINELAWNLAWNLAWNGRAVEL WETLAND, SEE CIVIL DWGS ELEVATED BERMLAWNMEADOW /CONSERVATION MIX(6) BNLAWN(3) PA(2) PA(4) AFA(2) QB(1) PG(6) DC(6) DC(6) DC(22) DC(13) PA(6) DC(6) DC(8) DL(6) CSA(5) AM(2) PG(3) PA(4) PG(3) PA(5) DLGRAVEL WETLAND, SEE CIVIL DWGS(7) SV10' REC PATHPOCKET PARK50 'RIGHT OF WAY FORFUTURE ROAD(2) ARGRAVEL PATHTREE PROTECTION NOTES1.Proposed methods, and schedule for effecting tree and plant protection shall besubmitted for approval.2.Proposed methods, materials, and schedule for root pruning, construction pruning,and tree fertilization shall be submitted for approval.3.Certain specimen trees adjacent to construction areas and in other key locations willbe identified by the Owner and the Architect, and marked with red tags. Loss of anyof these trees will result in fines assessed at $5,000 per tree. Damage to all othertrees on the property will be assessed at the rate of $500 per inch caliper of the tree.4.A fine of $1,000 will be levied against the Contractor for each incident ofconstruction inside tree protection areas.5.Damages to trees, shrubs, and other vegetation will be assessed by the Architect andOwner in accordance with the International Society of Arboriculture (ISA) Guide.6.Trees or roots visibly damaged will cause the Owner to withhold from theContractor an assessed amount conforming to the requirements stipulated above fora period of two years. After that period the impact of the damaged to any tree willbe assessed accordingly.7.If any trees or shrubs designated to be saved are damaged and replacement isrequired, a number and diameter of trees or shrubs of the same species and variety,as specified by the Owner and Architect, shall be furnished and planted by theContractor. The total inch diameter of the replacement trees or shrubs shall equalthe diameter of the tree or shrub to be replaced. The Contractor shall not be liablefor any loss or damage which occurs while the Contractor is complying withinstructions given by the Owner, Architect, or arborist working on the Project.8.The Contractor's attention is called to the fact that certain areas on the site exist asnatural woodland spaces and are to remain as natural woodlands. Therefore, allconstruction operations must be performed in such a manner, which will preservethese existing natural environments as wood preserves.9.Designated areas of trees, understory, and wildflowers are to remain untouched andunharmed.10.Clearly mark all clearing limits in the field and accompany Architect on a joint reviewof clearing limits before clearing operations have commenced. Limit of clearing isgenerally defined as the limit of grading.11.Galvanized chain link fencing, 4 feet high. Stakes for fencing shall be 8 feet galvanizedsteel posts, driven a minimum of 3 feet into the ground. Posts shall be spaced 10 feeton center maximum.12.Prior to start of demolition work and clearing and grubbing operations, treeprotection fencing shall be installed in accordance with the following:13.Fencing shall be installed at the tree protection areas indicated on the Drawings.14.Fencing shall be installed a minimum of 15 feet beyond the drip line of the trees to beprotected, unless otherwise approved by the Architect.15.Where construction will be in close proximity to existing trees designated to remain,roots shall be pruned. Proximity shall be as determined in the field by the LandscapeArchitect or Arborist.16.Suitable means for root pruning include,trenching, vibrating plow, and water jetpruning. Any method which tears roots or disturbs the soil beyond the grading limitis unacceptable.17.Trees to receive root pruning shall be reviewed by an arborist for canopy pruning,fertilization and trench backfill recommendations.18.Selective clearing within tree protection areas shall only be performed when and asdirected by the Landscape Architect. Refer to Section 02115, selective clearing.19.Except as otherwise indicated or requested by Landscape Architect, temporaryprotection devices and facilities installed during course of the work shall be removedonly after all work which may injure or damage trees and plants is completed.PLANTING NOTES1.All plant material in the plant schedule shall be nursery grown inaccordance with ANSI in accordance with Z.60.1 Standards formeasurement of nursery stock.2.All plants shall be guaranteed by the Contractor for a period of oneyear from date of receipt of Provisional Acceptance of the completedinstallation by the Owner.3.Replacement plantings will be required prior to Final Acceptance forany plants which are missing, not true to specifications, have died orare unhealthy or uncharacteristic of the species (due to excessivepruning, dieback or other reasons).4.All plant materials shall be selected and tagged at the nursery byLandscape Architect.5.The Landscape Architect's approval is required for any plant materialsubstitutions.6.The Contractor is responsible for immediately notifying the LandscapeArchitect if any plant quantity discrepancies exist between the plantingplan and the plant list.7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf"(or approved equal) prior to the first Winter (no later thatNovember 30).8.The Landscape Contractor shall have the General Contractor locateall underground utilities in areas to be landscaped prior tocommencing any excavation. Adjustments to tree locations will beallowed where utility conflicts are clearly a problem and with priorsite approval by Landscape Architect.9.All plant bed, shrub and tree location shall be staked in the field byContractor for Landscape Architects approval prior to installation.10.Adjustments to plant beds shall be approved by Landscape Architect.11.General Contractor is responsible for all erosion control measuresduring construction.12.All disturbed areas are to be topsoiled and seeded or sodded, asindicated in the planting plan.13.Mulch shall consist of double-shredded hardwood mulch or approvedequal and Contractor is responsible for providing samples of mulch toLandscape Architect. Mulch plant materials as shown on plan anddetails.14.It is the intent of this contract to avoid any disturbance to existingtrees or shrubs on site other than those specifically designated fortransplant or removal.15.Liquidated damages for trees damaged by construction operation shallbe $500 per caliper inch. Shrubs shall be $100 each.16.During construction, and until the end of warranty period, existingtrees that are showing signs of stress as determined by the LandscapeArchitect are to be deep root fertilized, two injections per caliper inchper tree at 18" - 24" depth with Peter's 20/20/20 fertilizer orLandscape Architect approved equal.17.Contractor is responsible for verifying and confirming all plant countsas supplied by the Landscape Architect with field conditions asconstructed. Any discrepancies shall be reported to LandscapeArchitect for approval and direction.18.Tree transplanting shall be performed by a suitable hydraulic treespade, sized as necessary to perform the work.19.Prior to commencement of any construction, all existing trees toremain shall receive tree protection fence at outer edge of driplinewhenever possible.(4) PA(3) PSMEADOW /CONSERVATION MIX DESCRIPTION 1DESCRIPTION 200.00.0000SCALE OF FEET2002040THE LINE SHOWN ABOVE IS EXACTLYONE INCH LONG AT THIS SHEETSORIGINAL PAGE SIZE PROJECT:ORIG SUBMISSION:NOT FORCONSTRUCTIONCURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆06/17/2022ARCH NAME2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022SD Pricing Package07/22/2022Design Development08/12/2022DRB Updates09/30/2022DRB UpdatesL1.4PLANTING PLANMATCHLINE: SEE SHEET L1.3MATCHLINE: SEE SHEET L1.321" = 20'-0"OLD FARM ROAD SCREENING11" = 20'-0"NORTH PLANTING