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HomeMy WebLinkAboutAgenda 07_SP-22-032_119 Tilley Dr_UVMMCSP-22-032 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-22-032_119 Tilley Dr_UVMMC_2022-08-02 DEPARTMENT OF PLANNING & ZONING Report preparation date: July 27, 2022 Application received: July 12, 2022 119 Tilley Drive - UVMMC Sketch Plan Application #SP-22-032 Meeting Date: August 2, 2022 Owner Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 Applicant UVM Medical Center c/o Dave Keelty 199 Main Street, Suite 150 Burlington, VT 05401 Property Information Tax Parcels 1718-00047.B Industrial & Open Space Zoning District, Transit Overlay District, Traffic Overlay District, Env. Hazard-potential wetlands Parcel size: 13.53 acres Contact Gail Henderson-King White + Burke 40 College Street, Suite 100 Burlington, VT 05401 Location Map SP-22-032 PROJECT DESCRIPTION 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. PERMIT HISTORY Sketch plan for this property was reviewed by the Board on 4/5 and 5/4/2022. 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. The application is eligible to be considered under site plan review standards. 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. 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. The O’Brien Eastview application is discussed further in this report. COMMENTS Development Review Planner Marla Keene and Director of Planning and Zoning Paul Conner, hereafter referred to as Staff, have reviewed the plans submitted by the applicant and offer the following comments. Numbered items for the Board’s attention are in red. (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. At sketch, the applicant indicated they have no intention to further develop the site beyond that presented in this application. The Board determined master plan is not required if the applicant were to in some way restrict the remaining lands from development. 1. Staff recommends the Board require the applicant to propose a mechanism for restricting the remaining lands from future growth at least for the 10-year period that would be represented by a master plan. Staff recommends any such mechanism leaves open that the lands may be altered for non-growth development such as parks or transportation infrastructure. SP-22-032 (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. Staff notes the I/O zoning district limits lot coverage to 50%. This staff report includes required connections to adjacent properties, which will change the proposed lot coverage. (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. 2. In terms of internal pedestrian movement, the applicant has provided non-standard striping for both pedestrian crossings and no parking areas. Taken in conjunction with other unusual markings on the plan, Staff recommends the Board require the applicant to provide a pavement striping and signage plan to allow review of these elements of the plan. 3. The sidewalk from the road is proposed to cross behind four ADA parking spaces. Staff recommends the Board direct the applicant to route the pedestrian pathway to the front of these spaces rather than behind them. The DRB shall consider the following: (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. Staff considers 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. 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. There is a prominent entrance on the western side of the building with a large SP-22-032 canopy for patient drop-off. The western facade includes a raised tower over the entrance, which, on the street-facing façade, simply has the appearance of a parapet for the full length of the building. 4. Staff recommends the Board ask the applicant to describe how they believe this building is oriented to the street, including information on the transparency of proposed glazing. Staff considers opaque or tinted glazing, combined with the absence of a street-facing entrance, may not result in this criterion being met. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. Staff considers 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. At sketch, the applicant indicated a willingness to accommodate connections from the Eastview property. 5. Staff recommends the Board determine whether to require the applicant to revise their plans to complete the recreation path connection from Eastview to Tilley Drive or only to require the applicant to provide an easement to the benefit of O’Brien and the City of South Burlington to complete the connection. 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. As a reminder, 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 must therefore provide 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 Staff mentions it here because the design of a recreation path and the location of the easement are inextricably linked. The design of the recreation path should accommodate 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. LDR 3.18C requires new commercial buildings to meet the Solar-Ready Zone standards of the commercial Building Energy Standards. 6. Staff recommends the Board require demonstration that this criterion is met. (2) Parking: SP-22-032 (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. 7. Since this would not result in a viable building, Staff recommends the Board approve the parking between the building and Old Farm Road under condition (iii) above. In doing so, Staff recommends the Board require demonstrating that through landscaping and grading that the parking is completely screened from view of Old Farm Road. (c) Parking area width. Surface parking areas and affiliated drive aisles located to the side of buildings shall not exceed the width of building(s), Civic Spaces, and Site Amenities along any street frontage. This may be calculated separately or cumulatively for corner lots. Parking approved pursuant to 14.07(B)(2)(b) shall be exempt from this subsection. Staff 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. Staff considers 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. Heights are not indicated on the provided elevations. Staff estimates the height of the building to be around 22-ft. 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. 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. Aside from the comments pertaining to height and glazing transparency above, Staff considers 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. SP-22-032 The applicant is proposing to building the building into the existing slope. Staff considers 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. Staff notes that 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 22’. 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: (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 selected site amenity type “courtyard.” The characteristics of a courtyard are as follows (from LDR 11B). • 5,000 to 20,000 sf • Physically defined by surrounding buildings on three to four sides • One seating space for each 500 sf of courtyard area, with a minimum of 10 seating spaces • If paved, with substantial planted areas or planters of trees and greenery. If grassed, articulated at perimeter with lush greenery. • Sunlight to sitting areas for most of the day The applicant has proposed an area to the south (front) of the building as a courtyard. They have not provided an illustration demonstrating what area they are proposing to count as a courtyard, but Staff assumes the area labeled “patio” is the area the area proposed as a courtyard. SP-22-032 8. Staff recommends the Board require the applicant to define the perimeter of the area they are proposing as a site amenity to allow evaluation of compliance of the entire area with the requirements of LDR 11B. The applicant has indicated they intend to meet the standard requiring the courtyard be surrounded on three to four sides by providing a stone wall on one side. Staff considers this does not meet the requirement for a building on three to four sides. As the Board can see from the applicant’s proposal, the area required for a site amenity is small, and therefore there are a number of other areas and other site amenity types which may be considered by the applicant. It appears that a substantially similar design / location could be designed as a “pocket plaza.” Alternatively, or in addition, other potential areas on the property include the undeveloped space to the rear (north) of the property, the patio located near the loading docks, and the large grass area between the building and the parking, which is partially proposed to include steep slopes but partially proposed to be relatively flat. Staff recommends the applicant consider the needs of both visitors and employees of the facility. Where might employees wish to eat lunch, for example? A snippet may be an option for such use. 9. Staff recommends the Board direct the applicant to revisit this requirement and provide a different proposal. 10. The applicant is proposing to provide seating in the form of bistro tables and chairs. Staff considers, for any site amenity type, the Board should require more permanent seating, and require the applicant to provide cut sheets or details of the proposed seating prior to closing the hearing. 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 Restricted infrastructure encroachment is defined in 12.02. It may include private driveways if they are designed to minimize disturbance of the natural resources. If the applicant wishes to apply for restricted infrastructure encroachment, they must demonstrate it meets one of the following criteria. (1) Is necessary to repair impacts from a Federally declared disaster, mitigate the future impacts of hazards, and/or necessary for the protection of the public health, safety and welfare; (2) Is for a functionally dependent purpose or use; (3) Is a part of an Environmental Restoration Project; (4) Is on the Official Map; (5) Is for purposes of crossing a natural resource area to gain access to land on the opposite side of the area; or (6) For purposes of providing safe access in accordance with City roadway and connectivity standards to an approved use. SP-22-032 Restricted infrastructure encroachment for street and driveway crossings not on the official map may be allowed only upon determination by the Board that all the following standards are met. (a) There is no feasible alternative for providing safe access to the developable portion of the property; (b) Alternative accesses through adjacent properties have been considered and, where fewer or no constraints exist, property owners have been contacted to discuss locating the street or driveway on the adjacent property; (c) The requirements of the applicable restriction will cause unnecessary or extraordinary economic hardship; (d) The area served by the encroachment represents more than thirty (30) percent of the total developable land on the parcel; (e) The encroachment represents the least possible impact to the specific resource (e.g., location with least adverse impact, designed to minimize disturbance of the resource). (f) Roadway paved surfaces shall be no wider than necessary for the intended functional road classification for the roadway and in no case shall the roadway paved surfaces be wider than 24 feet; (g) Roads that bifurcate a wetland or wetland buffer shall propose appropriate mitigation, such as reduction or elimination of curbing and installation of cross culverts, to enable wildlife passage. These standards are intended to represent a high bar for wetland and wetland buffer encroachment. Staff considers that the large gap between the two gravel wetlands which could be used as an alternative entrance which would make use of an existing easement and would not impact a wetland or wetland buffer precludes the Board from allowing the proposed wetland encroachment as a Restricted Infrastructure Encroachment. In addition to the provisions for Restricted Infrastructure Encroachment, 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; (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 SP-22-032 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 has a 20-ft or greater landscape area located between the main driveway and the drop-off area. 11. 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. The applicant has included “precast segmented retaining wall” between the driveway and the unimpacted portion of the wetland. There are no grades indicating the height of this retaining wall. The retaining wall is indicated to be fitted with a concrete curb and a guard rail. 12. Staff considers the presence of a retaining wall and guard rail may have an undue adverse effect on the character of the area, and recommends the Board require the applicant demonstrate that they will use materials which will have an overall agricultural character to be in fitting with the industrial open space character of the area. B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These standards are contained in Article 13 and are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. Much of 15.A.14 pertains to the construction of streets, which are not applicable to this application. The applicable sections of 15.A.14 follow. 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. Staff calls the Board’s attention to 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. SP-22-032 (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 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. 13. Staff considers the applicant must modify their plans to include the design of the roadway connection between Barn Road and the future official map roadway, and provide a ROW to the City. Staff recommends the Board determine whether to require the applicant to provide a surety for the cost of this connection. Staff considers this easement may substitute for the recommended conservation plan described under Master Plan above depending on the degree to which it encumbers the property. Staff further recommends the plans 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 SP-22-032 network analysis. They also estimate trips based on site-specific data and not on ITE approved values. 14. Because of this, and a number of other adjustments included in the TIA, Staff strongly recommends the Board invoke technical review of the provided study. 15.A.14(E) Access and Circulation. The applicant must demonstrate that the street network is arranged to meet applicable access management, traffic, and pedestrian circulation standards under these Regulations, including criteria for site plans under Article 14, Transect Zone Subdivisions under Article 9, or a type of Planned Unit Development under Article 15.C; and, for state highways, VTrans Access Management Program Guidelines in effect at the time of application. Unless otherwise specified under these regulations, the street network, including the location and arrangement of streets, must be designed to: (1)-(6) not applicable (7) Provide for safe access to abutting properties for motorists, cyclists, and pedestrians, including safe sight distances, access separation distances, and accommodations for high- accident locations. There is a safety review included in the applicant’s TIS. Staff recommends the Board request review of this element as part of the traffic technical review. (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. Staff considers this criterion met. (9) Minimize vehicular access point (curb cuts) to abutting properties and building lots along pedestrian oriented street frontage; and provide, where feasible, shared vehicular access to frontage and other abutting building lots via rear alleys, side streets, service lanes, shared driveways, or rear cross connections between adjoining parcels. Staff notes this criterion will be met when 15.A.14(B)(4) above is 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. Staff does note there is what appears to be a public bench in the street right of way adjacent to the development lot. Staff recommends the Board require the applicant to 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 SP-22-032 arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. 15. As discussed at Sketch, Staff recommends the Board require the applicant to provide for connection of the property to the north-south roadway on the official map. Staff recommends the Board require the applicant to show how this connection is feasible. Staff then recommends the Board consider whether to require the applicant to provide a surety for this connection to be made in the future or whether to require the applicant construct a driveway to the property line at this time. 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 from the emergency generator to the building. However it is not indicated how non-emergency power will be served. Staff recommends the Board require the applicant to modify the plans to show non-emergency power from the source to the building. 16. As of packet publication, the Director of Public Works had not yet had an opportunity to review the plans. Staff anticipates having an update at the time of the hearing. Staff recommends the Board address the comments of the Director of Public Works prior to issuance of a zoning permit. 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. 17. Staff recommends the Board require the applicant to comply with the comments of the SBWD Director prior to issuance of a zoning permit. Plan comments are on file in the Planning and Zoning Department and can be shared with the applicant. 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. 18. The applicant is proposing two “Yard Compactors.” Staff recommends the Board require the applicant to provide more information about the screening and enclosure of these items. SP-22-032 (4) SUPPLEMENTAL REGULATIONS In addition to the issues identified herein, Staff noted a number of miscellaneous items on the provided plans which are not identified. 1. There are two lines surrounding the landscape island between the drop off area and the main drive aisle. What is the surface treatment at the perimeter of the pavement and what do the two lines represent? 2. There are several small elements on sheet C-1.7 indicated as a grey box with the letter “B” in it. What are these elements? They may require screening if they are located above grade. 3. What is the purpose of the line around the five parking spaces near the northwest corner of the building on Sheet C-1.7? 4. The property owner is incorrect on Sheet C-1.7 5. The impervious areas are indicated with a variety of hatch patterns. What is the meaning of the different hatching patterns? 6. The detail sheets indicate a “chain link fence dumpster enclosure.” Where is this proposed? 19. Staff recommends the Board require the applicant to modify the plans to provide clarity on these items before closing the hearing. 13.02 Off Street Parking and Loading F. Access management Requirements. It is the intent of the City to minimize traffic and pedestrian conflicts caused by vehicular driveways on public roadways by reducing the number of required driveways and by minimizing the number of vehicles utilizing such driveways off public roadways. All applicants must make an effort to reduce these impacts. All commercial lots (retail, restaurant, office, service uses, excluding residential, agricultural and industrial uses) located adjacent to other commercial lots must provide a driveway connection to any adjacent commercial lot. If the adjacent property owner does not want to provide for that connection, the applicant must provide an easement to do so in the future when circumstances may change. This driveway connection or easement should be located where vehicular and pedestrian circulation is most feasible. The applicant is sharing a driveway with the property to the west. There is a future city street located between the subject property and the commercial lot to the east. As discussed above, Staff recommends the Board require the applicant to provide a viable connection to the future city street. Also as noted above, Staff recommends the Board require the applicant to connect to the recreation path to the north, and to provide a feasible design and easement for the connection to Barn Road. 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. SP-22-032 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. 20. The applicant has provided for pedestrian circulation but has provided non-standard crosswalk striping. Staff recommends the Board require the applicant to update the plans to reflect standard crosswalk striping, and, and the request of the Department of Public Works, generally recommends the Board require the applicant to provide a pavement marking and signage plan to allow a more thorough review of these elements of the plan. (5) Bicycle parking or storage facility. See Section 13.03 (6) Stormwater management strategies that facilitate infiltration including but not limited to recessed planting islands, bioretention facilities, and pervious parking spaces are encouraged in the design of any off-street parking or loading area. Stormwater management is discussed under 13.05 below. 13.03 Bicycle Parking and Storage. The applicant has provided two bicycle racks, providing parking for four bicycles. Required Bike Parking Required Short Term (1 per 5k sf retail, restaurant, and all other uses, minimum 4) 17 Long Term (50% of short term) 9 Changing Facility and Unisex Showers 1 Clothes Lockers 3 21. The applicant has provided 14 inverted-U type bicycle racks near the main entrance, providing parking for 28 bicycles. Short term requirements are met. It is not apparent whether long term or shower requirements are met. Staff recommends the Board require the applicant to provide updated architectural drawings clearly demonstrating how these 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. SP-22-032 22. Staff recommends the applicant address the landscaping deficiencies in the plan indicated below by adding plants other than maples. The applicant, if they choose, may redistribute the maples and intersperse other plantings in the already planted areas, or remove some maples from the plans and substituting other species. 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. Staff considers 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. 23. It is not clear whether this criterion is met. Staff recommends the Board require the applicant to provide a computation demonstrating compliance with this criterion prior to closing the hearing. (3) All interior and perimeter planting shall be protected by curbing unless specifically designed as a collection and treatment area for management of stormwater runoff as per 13.04(B)(5)(c) below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) square feet. Large islands are encouraged. Curbing is provided. Staff considers this criterion met. (4) Landscaping Requirements (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt-tolerant. Staff considers this criterion met. (b) At least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a minimum of thirty (30) feet apart. 24. 270 parking spaces are provided, requiring 54 shade trees. Staff considers there are 34 trees which constitute parking lot shade trees, and recommends the Board require the applicant to provide an exhibit demonstrating this criterion is met. (c) Trees shall have a caliper equal to or greater than two and one-half (2 ½) inches when measured on the tree stem, six (6) inches above the root ball. SP-22-032 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. 25. As noted above and based on recommendations of the City arborist, Staff recommends the Board reduce the reliance on maples on the plan. (e) Within the City Center FBC District, landscaping required within this section shall not count towards meeting minimum landscape budget requirements as detailed in Section 13.04(G). This criterion is not applicable. (7) Snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. Snow storage is provided. Staff considers this criterion met. C. Screening or buffering. The Development Review Board will require landscaping, fencing, land shaping and/or screening along property boundaries (lot lines) whenever it determines that a) two adjacent sites are dissimilar and should be screened or buffered from each other, or b) a property’s appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi-family use abuts a residential district or institutional use, or (d) a parking or loading area is adjacent to or visible from a public street. 26. Staff recommends the Board ask the applicant to make a presentation on how they are complying with this criterion, including screening from proposed site lighting, to all adjoining residential properties, including the O’Brien Eastview development to the north. 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). 27. Very limited landscaping is proposed in the front yard. It appears the applicant has attempted to avoid plantings within the front setback. Staff recommends the Board require the applicant to improve 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 required minimum landscaping budget is $511,480.17 for an estimated project cost of $50,698,017. The applicant has requested credit for the following landscaping elements Trees & Shrubs $288,684.50 Perennials & Grasses $65,222.00 SP-22-032 Patio Terraces $56,255.00 “Landscape Planting Materials” $216,607.00 Total $46,070 Staff recommends the Board ask the applicant to clarify what the difference is between the cost of plants and the cost of “landscaping planting materials.” The applicant may not have credit for things like soil amendments, but may take credit for the installed cost of plantings. 28. Since the applicant has not met criterion 13.04D Front Yards, and compliance with 13.04C Screening and Buffering has some deficiencies, Staff recommends the Board require them to meet those criteria before allowing credit for perennials, grasses and patio terraces. Further Staff recommends the Board require the applicant to provide a more detailed breakdown of what constitutes Patio Terraces” before determining which elements they will allow as contributing to the required minimum landscaping cost. 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 and offers the following comments. The Stormwater Section has reviewed the “UVM Health Network Outpatient Surgery Center” site plan prepared by Krebs & Lansing Consulting Engineers, dated 6/17/22. We would like to offer the following comments: 1. This project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). 2. The project proposes to create greater than 1 acre of impervious area and disturb greater than 1 acre of land. It will therefore require a stormwater permit and construction permit from the Vermont DEC Stormwater Division. The applicant should acquire these permits before starting construction. 3. Please indicate where maintenance access for the gravel wetlands will be located. Both forebays are located relatively close to the GMP easement. Confirm if the necessary type of equipment to conduct maintenance in the forebay, such as an excavator and dump truck, are provided adequate access without any conflicts with the overhead power. 4. The outlet pipe from Gravel Wetland 1 is shown with an invert at 362.50’. Being a 24” pipe, that puts the top of pipe at 364.50’. The finished grade in this location is 365.0’, meaning there is only 6” of cover at most. The plans should be revised to provide greater cover over this outlet pipe. a. Soil materials should also be specified for the berm along the eastern side of the gravel wetland to ensure there is no seepage through the berm. b. Include anti-seep collars on the outlet pipes from the gravel wetlands. 5. Silt fence is only effective for its contributing drainage area if space every 100’, or less depending on slope. The EPSC plans should be revised to show proper spacing of silt fence. As depicted, it shows spacing of over 500’ in some locations, which would likely result in the silt fence being overwhelmed during a rain event. 6. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. 29. Staff recommends the Board require the applicant to address these comments prior to closing the hearing. SP-22-032 13.07 Exterior Lighting Lighting requirements are summarized as follows. (1) Fixtures must be downcast and shielded (2) Illumination must be evenly distributed (3) Fixtures must be placed to minimize lighting from becoming a nuisance (4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural material, with a decorative surface or finish (5) Poles & building mounted fixtures may be no higher than 30-ft (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. The applicant has included sign illumination on their plans. Staff notes sign illumination is subject to separate ordinance and must be removed from the plans. The applicant has highlighted the specifications of each light fixture provided, but the highlighting is opaque and prevents reading the specifications, therefore compliance with the physical standards cannot be evaluated. Staff recommends the Board require the applicant to provide revised legible lighting cut sheets. 30. Illumination levels are particularly high on the ramp between the parking area and the building, over 75 footcandles, though illumination levels drop to less than 1 footcandle between fixtures. Illumination levels are also particularly high around the proposed chiller, greater than 16 footcandles, though levels drop off quickly. Staff recommends the Board require the applicant to modify the lighting in these areas to provide more uniform and lower peak illumination levels to prevent lighting from becoming 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. Staff considers 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 enclosed by a 12-ft high fence, two chillers, and an “oxygen storage area” enclosed by a 6-ft high fence. At sketch the applicant indicated that this equipment would be very tall. No details or information on the scale of these elements has been provided. SP-22-032 31. Staff considers it important that the Board review the details of these elements in order to determine if additional screening is required, and recommends the Board require dimensions and plans/elevations of the proposed equipment. 32. The applicant has indicated on the plans a “future fuel cell area” immediately south of the proposed oxygen storage area. Staff considers the Board may only approve this plan if details and plans/elevations of the fuel cell are provided, otherwise the applicant should be required to remove this note from the plans and may later apply for site plan approval if so desired. 13.11 Fences There are a number of prohibited materials for fences. No fence details except for the dumpster enclosure fence noted above have been provided. Staff recommends the Board require the applicant to provide details of the fence for the “oxygen storage area.” The generator fencing is discussed immediately below. B. Specific Requirements (5) A fence over eight (8) feet in height shall require approval by the Development Review Board as a conditional use subject to the provisions of Article 14, Conditional Use Review. (6) A fence over eight (8) feet in height shall be considered a structure subject to normal setback requirements for the zoning district, unless otherwise approved by the Development Review Board as a conditional use subject to the provisions of Article 14, Conditional Use Review. The applicant has proposed a 12-foot high “screening fence with gate” around the emergency generator. No specifications or details of this fence have been provided. Conditional use standards are as follows. 14.10E General Review Standards. The Development Review Board shall review the proposed conditional use for compliance with all applicable standards as contained in these regulations. The proposed conditional use shall not result in an undue adverse effect on any of the following: (1) The capacity of existing or planned community facilities. (2) The character of the area affected, as defined by the purpose or purposes of the zoning district within which the project is located, and specifically stated policies and standards of the municipal plan. (3) Traffic on roads and highways in the vicinity. (4) Bylaws and ordinances then in effect. (5) Utilization of renewable energy resources. 33. Staff recommends the Board require the applicant to demonstrate what this fence will be in order to determine if it has an undue adverse effect on the generally agrarian character of this industrial open space zoning district. Staff considers chain link fencing would not be consistent with this standard. 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. 34. Staff recommends the Board discuss with the applicant how the roof will comply with the standard. If the applicant demonstrates satisfactory compliance with this requirement, Staff considers demonstration of it on the plans can be a condition of approval. RECOMMENDATION SP-22-032 Staff recommends the Board work with the applicant to address the issues identified herein. Respectfully submitted, Marla Keene, Development Review Planner Tilley Drive Mountain View Business Park Technology Park O’Brien Farm Lot 6 UVM Medical Center Outpatient Surgery Center - Location Map February 2, 2022 N EVEVWhyd. #731hyd. #667hyd. #666PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-2.1 EXISTING CONDITIONSSITE PLANxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural 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 # 21202 Colchester, Vt. 0544606/17/2022PERMIT SET 360360365365365365365EVEV370375375380380New BuildingOSC39038539039 5 385390380375390 400405W39 5 40 0 4 0 5395395390385395New SMh A400365365 380375370395375400 40 5400390385New SMh BEEELECELECELECELECEELECELECEELEC ELEC 390385380375380GMGas meter390370390395380 385BBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHEELECELECELECELECFUTUREFUTUREFUTUREFUTUREBBB410BBENCH BENCH E380FDCHHHHEEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1380380 375360hyd. #731hyd. #667hyd. #666New BuildingOSC390C-1.2C-1.3C-1.4C-1.5C-1.6C-1.7PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.0OVERALL SITE PLAN2021073 / KL project # 21202xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##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 COORDINATION ONLYNOT FOR CONSTRUCTIONSEE NOTES ON SHEET C-2.006/17/2022PERMIT PLANS 363360360365365365365365EVEV370375375380380New BuildingOSCDrop-offLoading Docks 4 ADA Spaces Tilley Drive ONE WAYPick-upNew Sidewalkretaining wall390391392393394 387 3823833843853873883893903913922 ADA Spac e s 388389 39 5 397398394Patio 383382379378x368.1 top bermx368.1 top bermx368.1 top berm x380.1 top berm378bike rack area384385386387388389390391383CBCB380381STMh377New Concrete Sidewalk New Sidewalk PatioCBCBCBCBCBCBCBCBCBCBCB375CBCB382392393394.1xx 393.9 394394 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 windmill396CBCBCBCB392394396395391391392393394395396397398393 391CB390386StopStop bar385 Domestic water service (6") Sprinkler service(6")New Signs"DO NOTENTER"CHILLER 394393383392393395394Stop barNew SMhNew 8" x 6"tappingsleeve andvalve393400ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2x375.1x375.1x 37 4 .9x376.1x372.9x363.1x363.6x363.3x363.6 x 3 6 7 . 1 380375370378399401 402399395398397396375CBCBCBCBCBCB400 40 5396400402 407390385381retaining wallNew Storage TankCBCBNew SMhDMh #2DMh #1New 12' highscreening fencewith gateCBCB394 Knee-wall retaining wallCBCBCBEEELECELECELECELECEELECELECNew HD concrete padNew 5'concretewalkSTMhEELEC ELECNew structural concretepad at all exteriordoorways. See StructuralEngineer for details.403 389 393390385387381380378376x387.8375380GMGas meter404390Stopbar368 370CBYDYDPatioNew 8' wide paved path381 390395394STMhSTMh376CB380 383384387385393TRANS.SNOWSTORAGESNOW STORAGESNOWSTORAGECBBBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHEELECELECELECELECFUTUREFUTUREFUTUREFUTURESNOWSTORAGEBBB+416.1+396+397+3983953943 93 3 9 0 3 8 7 416410414415BBENCH BENCH New concrete retaining wall(design by Structural)Estaff entranceNew 8"x6"tappingsleeve andvalveNew 6" DI water service380FDCLandscape BermNew Multi-Use concrete padSee Structural CBNew guardrail(Relocate)New gravel shoulderFlush concrete at snowstorage area typical.CBNew bollards see Civil Details.New HD concrete padCBCL1CL1CL1CL1CL2CL2CL2SIGNSL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL4SL4SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5HHHH( 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 serviceNew 6"DI waterserviceFD New concrete ADA ramp andstairs. See Structural fordesign. See Architecturaldrawing for handrails.F D CBCBCBCBNew concrete (See Structural)On-Site soil may be reused for gravel wetland berm if material isprotected from weather/precipitation and not allowed to becomeplastic.12" SDR35 stormInv. 384.5Inv. 379.0EEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL12 parking spaceswired for electric chargingstation (Level 1- Future)2 parking spaceswired for electriccharging station(Level 1)New Screening wall(design by Landscape Arch.)391393392380377378379380Newbollards (4)ONE WAYNew Signs"No TruckAllowed"375x374.4x374.4374.4x360x376.5x376.5 x363.5hyd. #731hyd. #667hyd. #666386387x368.1 top bermGravel Wetland #2EMER. GEN.FF 381.0Lower LevelFF 395.0Upper LevelOxygenstorage area4 spacesADA4 dropoff / p i c k u p Spaces (15 minu t e s )New concrete(See Structural)Electricchargingstation(ADA)futurefuel cell areaNewpocketparkGravel 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 UGP service(See Design by MEP)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 SpacesSL3SL3SNOWSTORAGENew gravel shoulderPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.1 SITE PLAN2021073 / KL project # 21202xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##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 SPACES4 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-1.206/17/2022PERMIT SET 363365365370New BuildingOSCDrop-offLoading Docks 4 ADA Spaces Tilley Drive ONE WAYPick-upNew Sidewalkretaining wall390391392393394 387 3823833843853873883893903913922 ADA Spac e s 388389 39 5 397398394Patio 383382379378378bike rack area384380381377New Concrete Sidewalk New Sidewalk Patio375382392393394.1xx 393.9 394394 390387New 5' concrete sidewalkWservice entrance396393396397398393 391390386StopStop bar385 Domestic water service (6") Sprinkler service (6")New SMh ARim 382.30Inv. in 373.0(ex.)Inv. in = 373.10Inv. out 373.006" PVC sanitary serviceNew Signs"DO NOTENTER"394393383Stop barNew SMhNew 8" x 6" tappingsleeve and valve363x363.6 370381Inv. out 375.0retaining wall12" PVC storm12" PVC storm394 Knee-wall retaining wallNew HD concrete padNew 5' concrete walkEELEC ELECNew structural concrete pad at allexterior doorways. See StructuralEngineer for details.8" PVCsanitary 389 393390x387.8 385387381380378376 x387.8375380GMGas meterStopbar368 370s=0.02s=0.02s=0.03Patio381390395394376380 383384387385393TRANS.SNOW STORAGEBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHB3933 8 7BBENCHBENCHNew concrete retaining wall(design by Structural)staff entranceNew 8"x6"tapping sleeveand valveNew 6" DI water service380FDCNew Multi-Use concrete padSee Structural New guardrailNew gravel shoulderNew HD concrete padCL1CL1CL1CL1CL2CL2CL2SIGNSL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL4SL4SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW1SW1SW2SW2SW2SL5HHHH( 4 ) 4 i n c h c o n d u i t s (4) 4 inch conduits(4) 4 inch conduits(3) 4 inch conduitsTele-data 4" PVC (stub)Oxygen serviceNew 6" DIwater serviceFD F D New Screening wall(design by Landscape Arch.)391393392380377378379380New bollards (4)ONE WAYx 393.80x 391.75 x 3 7 7 . 0 x 376 . 7 x 377.0x 376.7x380.92x 391.80 x 3 9 3 . 1 0 393.35x393.40x393.75 xx 3 9 2 . 9 5 x 3 9 3 . 9 0 x 393.803 9 2 . 6 0 x x 3 9 3 . 1 0 x 3 9 3 . 7x 394.6x398.45x 3 9 8 . 5 x 3 9 8 . 4 0 x 3 9 3 . 2 5 x 3 9 3 . 8 0x394.30x394.40x 393.90x 395.00x 394.90x 3 9 4 . 4 0 x 394.55x 395.15x 3 9 5 . 0 5x 392.35393.25 x393.35 xx 396 .35 x 3 9 6 .4 0x 396.45x 3 9 3 . 1 5 x 3 9 3 . 3 0 39 2 .8 0 x x 393.6394.30 x 3 9 8 . 2 x x 3 9 8 .3381.90 x390.70x390.6xx379.6x 390 .10 380. 1 x x 391.85 x 391. 9 0 x 3 9 2 . 9 5 x 3 9 2 . 9 5 x 3 9 2 . 8 0 x 3 9 4 . 9 8 x 3 9 4 . 7 0 x 3 9 4 . 8 5 x 394.75x 3 9 4 . 5 0 x 3 9 4 . 9 8 x 3 9 4 . 8 0 x 3 9 4 . 8 0 x 3 9 4 . 8 5 x 3 9 4 . 7 0 x 393.95x 3 9 4 . 9 0 x 3 9 4 . 8 0 x 3 9 4 . 8 0 x 394.58 x 394.22x 3 9 4 . 7 0 x 3 9 4 . 1 0 394.1 x39 4 . 1 x x 394.10 x 392.45 x 391.503 91 . 4 5 x 393 .80 x x 380.9 8 x380.95x 3 9 8 . 4 0 x 3 9 8 . 5x 376.5x377.5x376.5x379.0x 379 .0x 380.45x 377.0x379.52x 380.20x 380 .0 3 9 4 . 9 5 x 3 9 4 . 9 5 x394.85 x3 9 3 . 8 xx 393.7 394.1 x3 9 3 . 1 x 393.2 x394.98 x39 4 . 1 0 xx 393.7x 394.0x 3 8 0 . 9 x 380.9394.90 x394.1 xx380.98x380.90x 391.2x 394.1x 394.4x 394.25x 380.1x 3 9 4 . 1 0 x 3 9 4 .7 0380.8 x 380.7 x394.80 xx 394.95x 3 9 4 . 8 5 x 3 9 4 . 8 0 x 382.65x 382.55x 381.10 x 3 8 0 . 3 0x379.80x379.52x 383.20x 383.30 393.15 xx 387.0x 387.0x 387.0x 387.0x 383.30x 383.40 x 384.25x 384.20x 384.35x 386.85x 387.70x 390.20x 390.30x 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 383.5x 386.90387.75 xx 386.90x 3 9 2 . 7 x 3 7 7 . 0x 377.5x379.83x 3 9 3 . 5 0 x 3 9 3 . 4 0 393 . 3 0 x x 3 9 5 .7 x 3 9 5 . 8 x 3 9 6 . 4 5 x 3 9 3 . 2 5381.20x382.65x382.75xx 392. 4 0 x 392.45380.30x380.30x380.20x380.30x380 . 5 x 380. 5 x 37 8 . 5 0 x x3 7 8 . 4 0x380.98x380.90x378.0381.90 xx380.98x380.90hyd. #667hyd. #666New CB ARim 385.50Inv. out 381.50New CB BRim 389.75Inv. in 385.00 (UD)Inv. in 384.00 (12" NW)Inv. in 381.00 (12"S)Inv. out 380.90 (12" E)12" PVC stormNew ES AInv. 385.512" PVC storm12" PVC stormNew ES AInv. 385.0New CB DRim 392.50Inv. out 387.012" PVC storm12" PVC s torm New CB ERim 392.45Inv. in 386.5Inv. out 386.4New CB FRim 393.00Inv. in 387.10Inv. out 387.00New CB GRim 391.10Inv. out 387.0012" PVC stor mNew CB HRim 385.60Inv. in 379.60Inv. out 379.50New CB IRim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB JRim 379.60Inv. in 374.60 (FD)Inv. out 374.50New CB KRim 378.90Inv. in 373.60 (FD)Inv. in 376.60 (2 Trench Drains)Inv. out 373.50New CB LRim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.00New CB MRim 376.70Inv. out 370.70New CB NRim 376.70Inv. in 370.20Inv. out 370.1012" P V C s t o r m Footing d r a i n New CB ?Rim 396.40Inv. in 389.10Inv. out 389.00New CB ?Rim 384.20Inv. in 377.10Inv. out 377.0012" PVC storm12"12" PVC storm12" PVCstorm15" PVC storm 15" PVC storm 15" PVC storm New CB ?Rim 393.80Inv. out 388.0012" PVC stormNew CB?Rim 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 storm12" PVC storm 15" PVC storm 12" PVCstormNew CB B2Rim 391.2Inv. in 386.0 (YD)Inv. in 380.1Inv. out 380.0New YD ARim 393.40Inv. in 387.50 (FD)Inv. in 387.50Inv. out 387.40New YD BRim 393.4Inv. out 387.80New COInv. 388.00New COInv. 387.40New COInv. 389.70New COInv. 377.00New COInv. 382.50New CB B2Rim 385.3Inv. in 379.20Inv. out 379.10New CB B2Rim 373.0Inv. in 366.1Inv. out 366.012" PVC storm12" PVC storm12" PVC storm15" PVC s t o r m 12 " PVC s t o rm New CBRim 386.0Inv. in 379.10 (FD)Inv. out 379.0012" PVCstormNew CBRim 391.00Inv. out 379.00New CB?Rim 369.5Inv. in 363.50Inv. out 363.40New CBRim 393.0Inv. out 387.012" PVCstormRoof drain 8" PVC SDR 35Roof drain General note - Site Contractor shallbe responsible for signage, trafficcontrol, pedestrian control, for allparts of project that impact Red BarnDeli, neighbors or public spaces.Inv. out 368.0Inv. out 374.0.012" PVC storm 12" PVC storm New CBRim 389.60Inv. in 385.0 (ud)Inv. out 384.40s=0.01s-0.005s-0.005 EMER. GEN.FF 381.0Lower LevelFF 395.0Upper Level4 spacesADA4 dropoff / p i c k u p S p a c e s (15 minut e s )Electricchargingstation(ADA)futurefuelcell areaNew concrete sidewalk6 service andvendor parking2 parking spaces for E V C (Level 2)Elec.VaultNew COInv. 386.90New GAS service(Design and Installed byVGS)New Fiber conduits(See Design by Kirick)UGP (normal) UGP (emergency)New emer. UGP service(See Design by MEP)New precast segmentedretaining wallRemove existingconcrete curbingas needed.Restore paved path,See PavementRestoration DetailRestore paved path,See PavementRestoration Detail2.0' stone shoulder atlimits of pavementGas line to be boredunder roadwayFill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.Completepre-constructionexcavation to confirmexisting invert, prior toordering structure.15" PVC New guardrailNew concretecurbSL3SL3SNOWSTORAGENew gravel shoulderPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.2SITE PLAN2021073 / KL project # 21202xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##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-1.4 150153314.7 xEBSEE NOTES ON SHEET C-1.1and C-2.1SEE WATER/SEWERPROFILES ON SHEET C-1.8SL2New 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.06/17/2022PERMIT SET 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 SMh393ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2x375.1x375.1x3 7 4 . 9 x376.1x372.9x363.1x363.6x363.3x363.6 x 3 6 7 . 1 380375370378New SMhRim 368.2Inv. in (inv. out + 0.10)Inv. out 358.8±(existing)399395398397396375390385381Inv. out 375.0retaining wallNew 12' high screeningfence with gateretaining wallNew HD concrete pad8" PVCsanitary 390x387.8 385387381380378376 x387.8375380GMGas meter390368 370s=0.02s=0.02s=0.03381376380 383384TRANS.BBBENCH BENCHstaff entrance380New guardrailNew bollards see Civil Details.New HD concrete padSL1SL1SL1SL2SL3SL3SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5(2) 4 inch conduits (3) 4 inch conduitsTele-data 4" PVC (stub)Oxygen serviceNew 6" DIwater serviceFD New concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.F D New concrete (See Structural)12" SDR35 stormInv. 379.0New Screening wall(design by Landscape Arch.)380377378379380New bollards (4)x 3 7 7 . 0 x 376 . 7 x 377.0x 376.7x380.92381.90 x390.70x390.6xx379.6x 39 0 .10 380. 1 x 396.5 xx378.75x 380.9 8 x380.95x 390 . 6 0 x 390 . 4 0 x 391 .4x 376.5x380.1x380.1x380.1x377.5x376.5x377 . 5 x376.5 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 0x379.80x379.52x 383.20x 383.30 x 386 .5386.5 xx 387.0x 387.0x 387.0x 387.0x 383.30x 383.40 x 384.25x 384.20x 384.35x 387.70x 390.20x 390.30x 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 383.5x 386.5x 386.5x 3 7 7 . 0x 377.5x379.83381.20x382.65x382.75x380.30x380.30x380.20x380.30x380 . 5 x 380. 5 x 37 8 . 5 0 x x3 7 8 . 4 0x380.98x380.90x378.0381.90 xx380.98x380.90New Signs"No Truck Allowed"375x374.4x374.4374.4x360x376.5x376.5 x363.5hyd. #731386387x368.1 top berm12" PVC stormNew CB IRim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB JRim 379.60Inv. in 374.60 (FD)Inv. out 374.50New CB KRim 378.90Inv. in 373.60 (FD)Inv. in 383.60Inv. out 373.50New CB LRim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.00New CB MRim 376.70Inv. out 370.70New CB NRim 376.70Inv. in 370.20Inv. out 370.10Footing d r a i n New CB ?Rim 390.10Inv. in 385.60Inv. out 385.50New CB ?Rim 393.80Inv. out 388.80New CBRim 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. out 374.4 (18")New ES ?Inv. 376.0New stone bermNew stone bermNew ESInv. 363.1New ES ?Inv. 363.12-New 18" vertical inlet pipes2 - 24" vertical inlet pipesNew DMhRim 367.0Inv. in 359.60Inv. out 359.50New berm with stone overflowNew 6" cross pipe2-New 18" vertical inlet pipesNew CB ?Rim 393.9Inv. in 387.10Inv. out 387.00New CB ?Rim 398.10Inv. in 393.50 (ud)Inv. in 393.10Inv. out 393.00New CB ?Rim 401.10Inv. out 396.40New CB ?Rim 396.30Inv. in 391.70 (ud)Inv. out 9390.40New CB ?Rim 396.10Inv. in 391.00 (ud)Inv. in 389.10Inv. out 389.00New CB ?Rim 384.20Inv. in 377.10Inv. out 377.00New riprap emergencyspillwayNew CB ?Rim 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 storm15" PVC storm15" PVC storm1 5 " PVC s t o rm 12" PVC storm12" PVC storm12" PVC storm12" PVC stormNew riprap emergencyspillway24" PVC storm18" PVC stormInstall diversion swaleNew CB?Rim 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 ?Rim 391.00Inv. in 384.10Inv. out 384.00New DMhRim 372.8Inv. in 357.10Inv. out 357.00Inv. out 356.030" PVC storm24" PVC stormNew COInv. 377.00Inv. 396.5New CO'sInv. 395.40New CO'sInv. 392.70New CB B2Rim 385.3Inv. in 379.20Inv. out 379.10New CB B2Rim 373.0Inv. in 366.1Inv. out 366.012" PVC storm12" PVC storm15" PVC s t o r m 12 " P VC s t o rm 12" PVCstormNew CBRim 391.00Inv. out 379.00New CB?Rim 369.5Inv. in 363.50Inv. out 363.402 - 24" vertical inlet pipesNew CB ?Rim 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)futurefuelcell areaGravel Wetland #16 service andvendor parkingNew UGP service(See Design by MEP)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 O2 farm, see details and plans by MEP.See 6' high fencing on Civil Details.2.0' stone shoulder atlimits of pavementGas line to be boredunder roadwayCompletepre-constructionexcavation to confirmexisting invert, prior toordering structure.15" PVC x380.1PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.3SITE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTER ARCH ##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 05495802.878.8841PERMIT REVIEW ONLYNOT 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.xxxx.xx.xx06/17/2022PERMIT SET 360375380New Sidewalk382383384385 387388389390391392395397398 394383382379378384385386387388389390391383380381New Concrete SidewalkPatio382 393400401402403404405396W397398399395396397 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 CHILLER Relocated windmill396392394396395391391392393394395396397398391390386CHILLER 393383392393395394393400Forebay x375.1x 37 4 . 9x376.1x372.9370399401 402399395398397396400 40 5396400402 407390385381 12" PVC storm12" PVC stormNew 12' high screeningfence with gateEEELECELECELECELECEELECELECNew HD concrete padE403 404390Stopbars=0.02s=0.03PatioNew 8' wide paved path 381390395380 383384387385SNOWSTORAGEBBBBBBBENCHBENCHEELECELECELECELECFUTUREFUTUREFUTUREFUTURESNOWSTORAGEBBB395 416410414415BENCH BENCH E380Landscape BermNew guardrail(Relocate)New gravel shoulderFlush concrete at snowstorage area typical.New bollards see Civil Details.CL1CL1CL1CL1CL2CL2CL2SL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SL5SL5SL5SL5HH(4) 4 inch conduits(4) 4 inch conduitsNew concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.FDNew concrete (See Structural)12" SDR35 stormInv. 384.5Inv. 379.0EEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL12 parking spaceswired for electric charging station(Level 1- Future)2 parking spaceswired for electric chargingstation (Level 1)x 391.75x 391.80x 393.10 393.40xx 392.95 x 393.90x 393.80x 393.10x 393.7x398.45x398.5x398.40 x 393.25x 393.80x394.30x394.40x 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 393.30392.80 xx 393.6394.30 x398.2 x x 398.3381.90 x390.70x390.6xx 390.10 x 391.85x 391.90x 392.95x 392.95x 392.80 394.1 xx 392.45x 391.50391.45x 393.80 x x 4 0 5 . 7396.5 x398.7 xx 390.60x 390.40x398.40x398.5 4 0 4 . 5 x x 391.4 396.5 x396.8 x397.7 x 4 0 6 . 0 x x 405.5x 4 0 5 . 4 4 0 4 . 3 xx380.1x377.5x376.5x 380.45x 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 381.10x 380.30x379.80x 383.20x 383.30 393.15 xx 386.5386.5 xx 387.0x 387.0x 387.0x 387.0x 383.30x 383.40x 384.25x 384.20x 384.35x 386.85x 387.70x 390.20x 390.30x 392.02x 392.05x 391.90x 391.50x 391.60x 392.00x 380.30380.80xx 380.05380.55xx 380.60381.70 xx 383.5x 386.90387.75 xx 386.90x 392.7x 386.5x 386.5x379.83x 393.50x 393.40393.30xx 395.7x 395.8x 396.45x 393.25381.20x382.65x382.75xx 392.40x 392.45380.30x380.30x380.5 x380.5 x378.50 xx378.40 381.90 xNew Signs"No Truck Allowed"375x374.4x376.5 386387New CB DRim 392.50Inv. out 387.012" PVC storm12" PVC stormNew CB ERim 392.45Inv. in 386.5Inv. out 386.4New CB FRim 393.00Inv. in 387.10Inv. out 387.00New CB GRim 391.10Inv. out 387.0012" PVC stormNew CB HRim 385.60Inv. in 379.60Inv. out 379.50New CB IRim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB LRim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.00New CB NRim 376.70Inv. in 370.20Inv. out 370.1012" PVC storm New CB ?Rim 394.10Inv. out 390.0New CB ?Rim 394.55Inv. in 389.60Inv. out 389.50New CB ?Rim 396.80Inv. in 392.50 (ud)Inv. in 391.10Inv. out 391.00New CB ?Rim 396.40Inv. in 389.10Inv. out 389.00New CB ?Rim 394.00Inv. out 389.00New CB ?Rim 390.10Inv. in 385.60Inv. out 385.50New CB ?Rim 393.80Inv. out 388.80New CBRim 392.05Inv. in 387.30 (ud)Inv. in 385.10Inv. out 385.00New ES ?Inv. 376.0New ESNew 6" cross pipe2-New 18" vertical inlet pipesNew CB ?Rim 393.9Inv. in 387.10Inv. out 387.00New CB ?Rim 397.20Inv. in 387.60Inv. in 392.0 (n)Inv. out 387.50New CB ?Rim 398.20Inv. in 388.60Inv. out388.50New CB ?Rim 398.10Inv. in 393.50 (ud)Inv. in 393.10Inv. out 393.00New CB ?Rim 401.10Inv. in 396.10 (ud)Inv. in 396.10Inv. out 396.00New CB ?Rim 401.10Inv. out 396.40New CB ?Rim 396.30Inv. in 391.70 (ud)Inv. out 9390.40New CB ?Rim 396.10Inv. in 391.00 (ud)Inv. in 389.10Inv. out 389.00New CB ?Rim 384.20Inv. in 377.10Inv. out 377.0012" PVC storm12" PVC storm12" PVC storm12" PVC stormNew CB ?Rim 390.90Inv. in 382.10Inv. out 382.0012" PVC storm12" PVCstorm15" PVC storm 15" PVC storm 15" PVC storm New CB ?Rim 393.80Inv. out 388.00New CB ?Rim 401.60Inv. in 397.0 (ud)Inv. out 396.5012" PVC stor m New CB ?Rim 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 storm15 " PVC s t o rm 12" PVC storm12" PVC storm12" PVC storm12" PVC storm Install diversion swaleNew CB?Rim 378.60Inv. in 372.00Inv. out 371.9012" PVC storm12" PVC storm15" PVC storm New CB ?Rim 391.00Inv. in 384.10Inv. out 384.00New COInv. 388.00New 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 CBRim 386.0Inv. in 379.10 (FD)Inv. out 379.0012" PVCstormNew CBRim 391.00Inv. out 379.00New CBRim 402.1Inv. out 396.012" PVC stormNew CBRim 400.05Inv. out 394.012" PVC stormNew CB ?Rim 386.60Inv. in 380.60Inv. out 380.5015" PVCGravel Wetland #2EMER.GEN.Oxygenstoragearea4 dropoff / pickup Spaces(15 minutes)New concrete (SeeStructural)Electricchargingstation(ADA)futurefuelcell areaNewpocketparkNew concrete sidewalk4 parking spaceswired for electric chargingstation (Level 2 - Future)6 service andvendor parking6 parking spaces for electriccharging stations (Level 2)spaces for EVC (Level 2)New COInv. 386.90New UGP serviceNew Oxygen service(See Design by MEP)New emer. UGP service(See Design by MEP)New O2 farm, see details and plans by MEP.See 6' high fencing on Civil Details.2.0' stone shoulder atlimits of pavementFill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.Fill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.41139439 5 39 6 39 7 39112" PVC stormB3 9 5 3943933 9 0 3 8 7New gravel shoulderSL3SL3SL3HH(4) 4 inch conduits x 3 9 3 . 7 x 3 9 3 . 8 0x394.30x394.40x 393.90x 3 9 4 . 40 x 394.1x 394.4x 3 9 4 . 1 0 x 3 9 4 . 7 0 New CB ?Rim 394.10Inv. out 390.0New CB ?Rim 394.55Inv. in 389.60New CB ?Rim 393.80Inv. out 388.00Fill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.4SITE PLAN2021073 / KL project # 21202xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##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-A06/17/2022PERMIT SET 363360360365365Loading Docks retaining wall382383384383382379378x368.1 top berm384385380381377Patio375382CHILLER service entrance392391391392393394Domestic water service (6")Sprinkler service (6") CHILLER 383ForebayWetland Cell 1-1363364366367368x363.1 x 3 6 7 . 1 370381retaining wallNew 12' high screening fence with gateretaining wallNew HD concrete pad390s=0.02s=0.02s=0.03381376380 383384TRANS.BBENCH BENCHstaff entrance380New guardrailNew HD concrete padSL2SL3SL3SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5(2) 4 inch conduits Tele-dataOxygen service FD New concrete ADA ramp and stairs. See Structural for design. See Architectural drawingfor handrails.FD New Screening wall(design by Landscape Arch.)x 377.0x 376.7x 377.0x 376.7x380.92381.90 x390.70x390.6xx379.6x 390 .10 380 . 1 x x 380.98x380.95x 390 .60x 390 .40x 391 .4x 376.5x380.1x380.1x377.5x376.5x37 7 . 5 x376.5 x379.0x 379.0x 380.45x 377.0x379.52x 380.20x 380.0x 380.9 x 380.9x 380.1x 382.65x 382.55x 381.10 x 3 8 0 . 3 0x379.80x379.52x 383.20x 383.30 x 386 .5x 387.0x 387.0x 387.0x 387.0x 383.30x 383.40 x 384.25x 384.20x 384.35x 386.85x 387.70x 390.20x 390.30x 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 383.5x 386.90387.75 xx 386.90x 386.5x 377.0x 377.5x379.83381.20x382.65x382.75x380.30x380.30x380.20x380.30x380 . 5 x 380 . 5 x 3 7 8 . 5 0 x x 3 7 8 . 4 0x378.0381.90 xx363.5 x368.1 top berm12" PVC stormNew CB IRim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB JRim 379.60Inv. in 374.60 (FD)Inv. out 374.50New CB KRim 378.90Inv. in 373.60 (FD)Inv. in 376.60 (2 Trench Drains)Inv. out 373.50New CB LRim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.00New CB MRim 376.70Inv. out 370.70New CB NRim 376.70Inv. in 370.20Inv. out 370.10Footing drain New CB ?Rim 394.00Inv. out 389.00New CB ?Rim 390.10Inv. in 385.60Inv. out 385.50New ES ?Inv. 376.0New stone bermNew ESInv. 363.1New ES ?Inv. 363.12 - 24" vertical inlet pipesNew DMhRim 367.0Inv. in 359.60Inv. out 359.50New CB ?Rim 384.20Inv. in 377.10Inv. out 377.00New CB ?Rim 390.90Inv. in 382.10Inv. out 382.0012"12" PVC storm12" PVC storm15" PVC storm 15" PVC storm 12" PVC storm 15" P V C s t o r m12" PVC storm15" PVC storm15" PVC stormNew CB?Rim 378.60Inv. in 372.00Inv. out 371.90New Trench DrainRim 378.8New Trench DrainRim 378.88" PVC SDR 3512" PVC SDR 35 12" PVC storm 15" PVC storm 24" PVC stormNew COInv. 377.0015" PVC s t o r m 12 " PVC s t o rm 12" PVC stormNew CBRim 391.00Inv. out 379.00New CB?Rim 369.5Inv. in 363.50Inv. out 363.4015" PVCRoof drain EMER. GEN.FF 381.0Lower Levelstorage areaNew concrete(See Structural)futurefuel cell areaGravel Wetland #16 service andvendor parkingElec.VaultNew UGP service(See Design by MEP)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)2.0' stone shoulder at limits of pavement15" PVC SNOWSTORAGENew BuildingFF = 381.00PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.5 LOADING DOCK AREA SITE PLANxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural 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 05495802.878.8841 2021073 / KL project # 21202 Colchester, Vt. 05446150153314.7 xNew concrete curb (typ.)SEE GENERAL NOTES ON SHEET C-1.1New recessedconcrete curb atsnow storage(typ.)6"6"Gravel shoulder(see details)06/17/2022PERMIT SETFOR PERMIT REVIEWNOT FOR CONSTRUCTION TPB12369.2New 3,000 gallon emergencystorage tank and associatedpiping. By Camp Precast orapproved equal.See details.Inv. out 354.0x368.1 top berm 378New 5' concrete sidewalkNew 8" x 6" tappingsleeve and valveNew 8" DI with gate valve.Core and bootexisting MhWetland Cell 1-2363367364368362x363.6x363.3x363.6 New SMhRim 368.2Inv. in (inv. out + 0.10)Inv. out 358.8± (existing)New Storage Tank8" PVC sanitary x387.8 387381378 376 GMGas meter368 Tele-dataNew 6" DI water service3 7 7 37 8 379 380 New bollards (4)x380.98x380.90380.8 x 380.7 xx380.98x380.90x380.98x380.90hyd. #667New Outlet DMH #1Rim 367.0Inv. in 360.33 (4")Inv. out 362.50 (24")24" PVC stormRoof drain 8" PVC New ESInv. 363.1New CB B2Rim 373.0Inv. in 366.1Inv. out 366.012" PVC storm12" PVC storm2 - 24" vertical inlet pipes8" PVC SDR 35 Roof drainNew ESInv. 363.1Inv. out 368.0Inv. out 374.0.012" P V C s t o r m s=0.01New GAS service(Design and Installed by VGS)New Fiber conduits(See Design byKirick)UGP (normal) UGP (emergency)Restore paved path,See Pavement Restoration DetailGas line to be bored under roadway Tilley Drive PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.6SITE PLANxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural 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 # 21202 Colchester, Vt. 05446SEE NOTES ON SHEETC-1.1 and C-2.106/17/2022PERMIT SET 391392393394 387 388389391392388389 392393394394 387393 New Signs"DO NOT ENTER"394393New 5' concrete walkEELEC ELECNew structural concrete pad at all exterior doorways. SeeStructural Engineer for details.394393BBENCH BENCH BENCHBENCHBENCHBENCHBENCHBBFDCHHHH391393392 x 393.80x 391.75 x 391.80 x 3 9 3 . 1 0 393.35x393.40x393.75 xx 3 9 2 . 9 5 x 3 9 3 . 9 0 x 393.803 9 2 . 6 0 x x 3 9 3 . 1 0 x 3 9 3 . 7x 394.6x 3 9 3 . 2 5 x 3 9 3 . 8 0x394.30x394.40x 393.90x 392.35393.25 x393.35 xx 3 9 3 . 1 5 x 3 9 3 . 3 0 3 9 2 .8 0 x x 393.6394.30 x x 391.85 x 39 1 . 9 0 x 3 9 2 . 9 5 x 3 9 2 . 9 5 x 3 9 2 . 8 0 x 3 9 4 . 9 8 x 3 9 4 . 7 0 x 3 9 4 . 8 5 x 394.75x 3 9 4 . 5 0 x 3 9 4 . 9 8 x 3 9 4 . 8 0 x 3 9 4 . 8 0 x 3 9 4 . 8 5 x 3 9 4 . 7 0 x 393.95x 3 9 4 . 9 0 x 3 9 4 . 8 0 x 3 9 4 . 8 0 x 394.58 x 394.22x 3 9 4 . 7 0 x 3 9 4 . 1 0 394.1 x39 4 . 1 x x 394.10 x 392.45 x 391.503 9 1 . 4 5 x 393.80 x 3 9 4 . 9 5 x 3 9 4 . 9 5 x394.85 x393.8 xx 393.7 394.1 x393.1 x393.2 xx 3 9 4 . 8 0 393.15 xx 3 9 2 . 7 x 3 9 3 . 5 0 x 3 9 3 . 4 0 39 3 . 3 0 x x 3 9 3 .2 5 x 39 2 . 4 0 x 392.45New CB BRim 389.75Inv. in 385.00 (UD)Inv. in 384.00 (12" NW)Inv. in 381.00 (12"S)Inv. out 380.90 (12" E)New ES AInv. 385.512" PVC stormNew ES AInv. 385.0New CB DRim 392.50Inv. out 387.012" PVC storm12" PVC stormNew CB FRim 393.00Inv. in 387.10Inv. out 387.00New CB GRim 391.10Inv. out 387.0012" PVC sto r m 12" P V C s t o r m 15" PVC storm New CB ?Rim 393.80Inv. out 388.0012" PVC storm12" PVC stormNew CB B2Rim 391.2Inv. in 386.0 (YD)Inv. in 380.1Inv. out 380.0New YD ARim 393.40Inv. in 387.50 (FD)Inv. in 387.50Inv. out 387.40New COInv. 388.00New COInv. 387.40New COInv. 389.70New CBRim 393.0Inv. out 387.012" PVC storm12" PVC storm New CBRim 389.60Inv. in 385.0 (ud)Inv. out 384.40s-0.005New COInv. 386.90New Fiber conduits(See Design by Kirick)New precast segmentedretaining wallFill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.New guardrailNew concrete curbPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.7SITE PLANxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural 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 # 21202 Colchester, Vt. 05446SEE NOTES ON SHEETC-1.1 and C-2.1New 6" DI water service06/17/2022PERMIT SET ELECELECELECELECELECELECELEC GM Gas meter L2 L2 L2 L2 L2R40'R50'New 5' concrete sidewalk Relocated windmill Domestic water service (6")Sprinkler service (6")New 8" x 6" tapping sleeve and valve New tappingsleeve and valve New 6" DI water service (Relocate)Tele-dataOxygen serviceNew 6" DI water service CONCRETE SIDEWALK SEE CIVILCONCRETE SIDEWALK RELOCATEDWINDMILLLOCATIONPEDESTRIAN CROSSING PEDESTRIANCROSSING5'8' TYP.8'8'SHORT TERM BICYCLE PARKING.(14) CYCLESAFE U2FLUSH CURB,TYP.BOARD FORM FINISHRETAINING WALL, SEE CIVILLOADING DOCKSSTAFFENTRANCEASPHALT PAVINGSEE CIVIL DWGSTRASHCOMPACTORS4" THICK PROMENADE SMOOTHFINISH UNILOCK DRY LAIDCONCRETE PLANK PAVERSBOARD FORM FINISH CONCRETERETAINING WALL TYP. SEE CIVIL FORGRADESNEW 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.LOLL 4 SLAT ADIRONDACKCHAIR (6) TOTAL4" THICK PROMENADESMOOTH FINISH UNILOCKDRY LAID CONCRETEPLANK PAVERSFERMOB BISTRO TABLE 30"MOVABLE CAFE TABLE (6)TOTAL. FERMOB BISTROMETAL CHAIRS (24) TOTALBOARD FORM FINISHCONCRETE RETAINING WALLTYP. SEE CIVIL FOR GRADES4" THICK PROMENADE SMOOTH FINISHUNILOCK DRY LAID CONCRETE PLANK PAVERSFLUSH CURB,TYP.FLUSH CURB,TYP.CONCRETE SIDEWALK SEE CIVILPEDESTRIAN CROSSINGONE-WAYPICKUP/DROPOFF DRIVEEXISTING SIDEWALKADAADAADAADAADAADAADAADAT I L L E Y D R I V EFUTUREFUELCELLTRANSFORMER,SEE CIVIL AND MEPPROPOSED EMERGENCY CALL BOXTYP. (10) TOTALPOURED BOARD FORM FINISH CONCRETERETAINING WALLS, STEPS AND ADA RAMPS.RAMPS TOP HAVE GALVANIZED RAILS AS PERCODE. SEE CIVIL FOR FURTHER INFORMATION.VICTOR STANLEY 6' RB-28 BENCH TYP. (9) TOTAL8' TALL MOZ DESIGNS CONTRAILS DARK METALLICGRAY ALUMINUM ARCHITECTURAL PRIVACY SCREENMECHANICALLY FASTENED TO TOP OF BOARD FORMFINISH CONCRETE RETAINING WALL. STRUCTURALPOSTS ON 6' CENTERS.FERMOB BISTRO TABLE 30" MOVABLECAFE TABLE (6) TOTAL. FERMOB BISTROMETAL CHAIRS (24) TOTALPLANTING TYP. SEEPLANTING PLAN FROFURTHER INFORMATIONPLANTING TYP. SEE PLANTING PLAN FORFURTHER INFORMATIONMETAL EDGE TYP.VICTOR STANLEY 6' RB-28 BENCH TYP. (9) TOTALMETAL EDGETYP.ASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSPROPOSED EMERGENCY CALL BOX TYP.(10) TOTALPROPOSED MAIN ENTRY SIGNSERVICEENTRANCELIGHTING FIXTURE, TYP.SEE LIGHTING SHEET5.08 FOR DETAILSOXYGENFARMT I L L E Y D R I V EEMERGENCYGENERATORCHILLERSNOWSTORAGEGRAVEL WETLAND, SEE CIVIL DWGSCHILLERCONCRETE SIDEWALK SEE CIVILLAWNCONCRETE PAD LAWNLAWNLAWNUVMMC OSCLAWNLAWNPROPERTY LINEMEADOW /CONSERVATIONSEED MIXWETLANDSEED MIXLAWNLAWNLAWNMEADOW /CONSERVATION MIXGRAVEL WETLAND, SEE CIVIL DWGS GRAVEL WETLAND, SEE CIVIL DWGS DRAINAGE SWALE SERVICEPARKINGCOVERED DROP OFF SNOWSTORAGEGRAVEL WETLAND, SEE CIVIL DWGSMEADOW /CONSERVATIONSEED MIXWETLANDSEED MIXSCALE 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 05495802.878.8841102/28/2022SD Pricing Package2.04LAYOUT AND MATERIALS PLANMATCHLINE: SEE SHEET 2.05MATCHLINE: SEE SHEET 2.05 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 Landscape Berm9' TYP.PAVINGSTRIPING, TYPASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGS24' TYP.DRAINAGE SWALE,SEE CIVIL DWGS18' TYP.24' TYP.SNOWSTORAGEPLANTING TYP. SEE PLANTING PLAN FORFURTHER INFORMATIONSNOWSTORAGESNOWSTORAGE WETLAND,PROPERTY LINELAWNLAWNLAWNMEADOW /CONSERVATION MIXGRAVEL WETLAND, SEE CIVIL DWGS FUTURE OVERLOOKAND CONNECTIONTO MULTI-USE PATHTO EASTELEVATED BERMGRAVEL WETLAND, SEE CIVIL DWGS LAWNMEADOW /CONSERVATION MIXMEADOW /CONSERVATION MIXSCALE 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 05495802.878.8841102/28/2022SD Pricing Package2.05LAYOUT AND MATERIALS PLANMATCHLINE: SEE SHEET 2.04MATCHLINE: SEE SHEET 2.04 ELECELECELECELECELECELECELEC GM Gas meter L2 L2 L2 L2 L2R40'R50'New 5' concrete sidewalk Relocated windmill Domestic water service (6")Sprinkler service (6")New 8" x 6" tapping sleeve and valve New tappingsleeve and valve New 6" DI water service (Relocate)Tele-dataOxygen serviceNew 6" DI water service (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(2) PA(2) PA(214) RA(105) DC(1) HSS(2) HE(7) HA(8) BN(8) 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) SA18) PA(44) SH(3) PA(9) JC(13) PO(9) TO(51) RA(11) JC(7) IV(6) VDC(12) CS(5) PG(2) AFA(4) PA(4) SV(7) CS(10) VDC(7) SV(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 EEMERGENCYGENERATORCHILLERSNOWSTORAGEGRAVEL WETLAND, SEE CIVIL DWGSCHILLERCONCRETE SIDEWALK SEE CIVILLAWNCONCRETE PAD LAWNLAWNLAWNUVMMC OSCLAWNLAWNPROPERTY LINEMEADOW /CONSERVATIONSEED MIXWETLANDSEED MIXLAWNLAWNLAWNMEADOW /CONSERVATION MIXGRAVEL WETLAND, SEE CIVIL DWGS GRAVEL WETLAND, SEE CIVIL DWGS DRAINAGE SWALE SERVICEPARKINGCOVERED DROP OFF SNOWSTORAGEGRAVEL WETLAND, SEE CIVIL DWGSMEADOW /CONSERVATIONSEED MIXWETLANDSEED MIX(40) PITRAINED ONTOADJACENTRETAINING WALLTREE 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 05495802.878.8841102/28/2022SD Pricing PackageSCALE OF FEET20020402.06PLANTING PLANMATCHLINE: SEE SHEET 2.07MATCHLINE: SEE SHEET 2.07 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 Landscape Berm(1) NS(2) AFA(2) AFA(3) AFA(2) GT(2) GT(1) SR(3) QP(2) UA(2) NS(1) 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(17) IVJ(4) SV(3) SV(14) JC(2) AR(2) PS(7) SV(38) RASNOWSTORAGE(6) TOSNOWSTORAGESNOWSTORAGE (3) AA(6) IVJ(14) JCLIGHTING FIXTURE, TYP.SEE LIGHTING SHEET5.08 FOR DETAILSWETLAND,PROPERTY LINELAWNLAWNLAWNMEADOW /CONSERVATION MIXGRAVEL WETLAND, SEE CIVIL DWGS FUTURE OVERLOOKAND CONNECTIONTO MULTI-USE PATHTO EASTELEVATED BERMGRAVEL WETLAND, SEE CIVIL DWGS LAWNMEADOW /CONSERVATION MIXMEADOW /CONSERVATION MIXTREE 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.#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 05495802.878.8841102/28/2022SD Pricing Package2.07PLANTING PLANMATCHLINE: SEE SHEET 2.06MATCHLINE: SEE SHEET 2.06 TNEW SMH 8-1NEW SS1EX SMHNEW SS2NEW 6" INV.385.00POND OUTLET 1EX CBNEW SD1NEW SD2POND OUTLET 2EVEVT5+00SWR3+00SWR4+00SWRWetland B 2019 Wetland A 2019 REVIEW AREA - Lot 6 - Total Area = 13.53 acres / 589,413 sf. Wetland A: Total Area = 4,111sf. Area on Lot 6 = 3,966 sf Wetland B: Total Area = 10,862 sf. Area on Lot 6 = 10,249 sf CIVIL ENGINEER SCALE: REVISED: DRAWN BY: PROJECT NO: DATE: CONTENT: Project Phase W-1.0 TJB CONCEPT DRAWINGS UVMMC LOT 6 TILLEY DRIVE Tilley Drive, South Burlington, VT. NO. DESCRIPTION DATE 21202/12223 1" = 50' Existing Wetland Plan PERMIT REVIEW ONLY 164 Main Street, Suite 201, Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com Vermont State Plane Grid North (NAD83) 8/02/21Tilley DriveHinesburg Road / Route 116 REVIEW AREA LOT 6 Mountain View Business Park EVEVNew Building OSC 390 391 392 393 394387 387 388 389 390 391 392388389 395397 398394392393394 394390387W395396397398399396 397 398393 391 390 39 4 39 3 40039 9 401400EELECELEC394 393 B B B B BENCHBENCHBENCH BENCH BENCH BENCH BENCH B +396+397 +398 395 394 393 390387 B FDC CL1 CL1 CL1 CL1 CL2 CL2 CL2 SIGN SL1 SL2 SL3 SL3 SL3 SL3 SL3 SL3 SL3SL3 SL3 SL3 SL3 SL3 SL3 SL4 SL4 SR1SR1SR1SR1SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SS1 SS1 SS1 SS1 SW1 HHHH391393 392 SL3 SL3 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com Date: Scale: Job No: 6-15-2022 1" = 40' 20102 Ref Drawing:C-1.1 Wetland Disturbance Plan Table of Wetland Disturbance = 1745 sf Table of Wetland Buffer Disturbance = 18,095 sf WD-1.0 Buffer = 14,900 sf Buffer = 3,195 sf #DESCRIPTION 1DESCRIPTION 200.00.0000THE 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 05495802.878.8841102/28/2022SD Pricing Package2.08LIGHTING PLAN Page 1 of 11 (Rev. 12/2021) ICL_ss_v4.7In a continuing eort to oer the best product possible, we reserve the right to change, without notice, specications or materials that in our opinion will not alter the function of the product. Specication sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2021, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us ApprovalsProduct Modications Please list modication requirements for review by factory: LED WARRANTY 5YEAR Inula Column LED BUY AMERICAN Project: Type:Qty: Date:Customer: Date: ICL Inula Column LED 1Q 15.2W/1130lm 2Q901 28.5W/2189lm 2Q180 28.5W/2189lm 10 10 ft WH White BK Black BZ Bronze SP Specify Premium Color 120 208 240 277 3473,16 4803,16 120V 208V 240V 277V 347V 480V REC5,14 GFCI Receptacle with weather- proof cover HL304, 6, 7, 13 Hi-Lo Switching 100-30% SV Silver DM Dimming (0-10V) Order Code:-------- 11 11 ft 12 12 ft 3Q 42.0W/3267lm *Based on 5000K CCT 1 All light engines must be 2Q90 or 4QS 13 13 ft 2IDA Approved For other CCT please consult factory EM8, 9, 10, 11, 13 Emergency Battery Pack -20C 4 120-277V Only 5 120V Only 6 Not at 208V 7 Not available with DM option 8 Powers Light Engine 1 only 9 120 or 277 only 10 Not available with 1Q 11 Not available with PC option 12 Not at 480V 13 Not available with EM option 14 See page 7 for details 4QS1 55.7W/4320lm 40 4000K 302 3000K 50 5000K 272 2700K LP13 Low Power 50% PC12 Photo Cell 1Q 15.2W/1130lm 2Q901 28.5W/2189lm 2Q180 28.5W/2189lm 3Q 42.0W/3267lm *Based on 5000K CCT 1All light engines must be 2Q90 or 4QS Series Light Engine 1 CCT Nominal Overall Height Finish Voltage Options Light Engine 2 Light Engine 3 1Q 15.2W/1130lm 2Q901 28.5W/2189lm 2Q180 28.5W/2189lm 3Q 42.0W/3267lm *Based on 5000K CCT 1All light engines must be 2Q90 or 4QS 14 14 ft 15 15 ft 17 17 ft16 16 ft 18 18 ft XX None 1 2 3 ICL ICL *50 or 60 Hertz 2 Requires step down transformer, 60 Hertz Only 16 Not available with HL30 4QD 55.7W/4320lm 4QS1 55.7W/4320lm 4QD 55.7W/4320lm XXNone 4QS1 55.7W/4320lm 4QD55.7W/4320lm REC25,14 GFCI Receptacle with padlockable in-use cover MS Motion Sensor with Optional Photocell (Meets Title 24 Requirements) See page 7 for order code REC314 USB & Duplex Receptacle withweather-proof cover REC414 USB & Duplex Receptacle with weather- proof padlockable in-use cover BL Semi-Matte Black AM2 Amber ICL 9 4QS XX XX 30 FINISH VOLT DM-MS Page 1 of 11 (Rev. 12/2021) ICL_ss_v4.7In a continuing eort to oer the best product possible, we reserve the right to change, without notice, specications or materials that in our opinion will not alter the function of the product. Specication sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2021, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us ApprovalsProduct Modications Please list modication requirements for review by factory: LED WARRANTY 5YEAR Inula Column LED BUY AMERICAN Project: Type:Qty: Date:Customer: Date: ICL Inula Column LED 1Q 15.2W/1130lm 2Q901 28.5W/2189lm 2Q180 28.5W/2189lm 10 10 ft WH White BK Black BZ Bronze SP Specify Premium Color 120 208 240 277 3473,16 4803,16 120V 208V 240V 277V 347V 480V REC5,14 GFCI Receptacle with weather- proof cover HL304, 6, 7, 13 Hi-Lo Switching 100-30% SV Silver DM Dimming (0-10V) Order Code:-------- 11 11 ft 12 12 ft 3Q 42.0W/3267lm *Based on 5000K CCT 1 All light engines must be 2Q90 or 4QS 13 13 ft 2IDA Approved For other CCT please consult factory EM8, 9, 10, 11, 13 Emergency Battery Pack -20C 4 120-277V Only 5 120V Only 6 Not at 208V 7 Not available with DM option 8 Powers Light Engine 1 only 9 120 or 277 only 10 Not available with 1Q 11 Not available with PC option 12 Not at 480V 13 Not available with EM option 14 See page 7 for details 4QS1 55.7W/4320lm 40 4000K 302 3000K 50 5000K 272 2700K LP13 Low Power 50% PC12 Photo Cell 1Q 15.2W/1130lm 2Q901 28.5W/2189lm 2Q180 28.5W/2189lm 3Q 42.0W/3267lm *Based on 5000K CCT 1All light engines must be 2Q90 or 4QS Series Light Engine 1 CCT Nominal Overall Height Finish Voltage Options Light Engine 2 Light Engine 3 1Q 15.2W/1130lm 2Q901 28.5W/2189lm 2Q180 28.5W/2189lm 3Q 42.0W/3267lm *Based on 5000K CCT 1All light engines must be 2Q90 or 4QS 14 14 ft 15 15 ft 17 17 ft16 16 ft 18 18 ft XX None 1 2 3 ICL ICL *50 or 60 Hertz 2 Requires step down transformer, 60 Hertz Only 16 Not available with HL30 4QD 55.7W/4320lm 4QS1 55.7W/4320lm 4QD 55.7W/4320lm XXNone 4QS1 55.7W/4320lm 4QD55.7W/4320lm REC25,14 GFCI Receptacle with padlockable in-use cover MS Motion Sensor with Optional Photocell (Meets Title 24 Requirements) See page 7 for order code REC314 USB & Duplex Receptacle withweather-proof cover REC414 USB & Duplex Receptacle with weather- proof padlockable in-use cover BL Semi-Matte Black AM2 Amber ICL 9 2Q90 XX XX 30 FINISH VOLT DM-MS SGSGTo form a catalog number To Order Certain products illustrated may be covered by applicable patents and patents pending.For a list of patents, see Contents pages. These specifications supersede all priorpublications and are subject to change without notice. © 2010 The Lighting Quotient. S151 XtraSmall outdoor linear adjustable asymmetric with remote driver. Extruded aluminum heat sink/housing, nominal 6ft (1830mm) long, 700mA, semi-gloss white finish, 120-277V electronic dimming driver with indoor/dry location enclosure, dims to 1%, 0-10V dimming controls by others, CSA certified for wet location, 3500K, 80+CRI. 4 Finish Example02 = Semi-gloss white08 = Semi-gloss black99 = Custom RAL or computer matched color to be specified, consult factory Electronic DriverM = 120-277VK = 347V 5 Voltage S151-R06M-H-02-M-0D-0-835-ZX Length / Light Output / Power 1 2 3 4 5 6 7 8 9 H = For use with required mounting hubs only or mounting hubs with surface or pendant/cantilever hangers -- ordered and priced separately, see hubs/hangers at right. 3 2 Mounting S151 S151 = XtraSmall Outdoor Linear Adjustable Asymmetric Mounting hangers ordered separately 1 --- Style -- - 00 = No options0B = Cross baffle, provides 25Ā sheilding0D = Indoor/dry location remote driverBD = Cross baffle and indoor/dry location remote driver 0 = UL listed or CSA certified for U.S. J = UL listed or CSA certified for Canada 830 = 3000K, 80+ CRI835 = 3500K, 80+ CRI840 = 4000K, 80+ CRI Color Temperature Dimming9 8 Standard7 Option - - 6 Project: The Lighting Quotient114 Boston Post Road, West Haven, Connecticut 06516, USAVoice 203.931.4455 Fax 203.931.4464 www.elliptipar.comelliptipar Required Mounting Hangers Based on 3500K, 80+CRI ORDERCODER02GR02LR02MR03GR03LR03MR04GR04LR04MR05GR05LR05MR06GR06LR06M LENGTH 2FT2FT2FT3FT3FT3FT4FT4FT4FT5FT5FT5FT6FT6FT6FT INPUTWATTS71327102040132753173367204080 NUMBEROF LEDS727272108108108144144144180180180216216216 DRIVECURRENT175mA350mA700mA175mA350mA700mA175mA350mA700mA175mA350mA700mA175mA350mA700mA 00 = Non-dimmingTD = ERP Tri-Dim forward phase, reverse phase (120V) or 0-10V dimming (120-277V), 100-10% power on forward/reverse phase, 100%-1% on 0-10V, compatible controls by othersZX = 0-10V analog dimming 120-277V input, dimming range 100%-1%, 0-10V controls by othersEL = eldoLED SOLOdrive 0-10V analog dimming, dimming range 100%-0.1% power, 0-10V controls by othersED = eldoLED SOLOdrive DALI dimming, dimming range 100%-0.1% power, DALI controls by others Style S418 S419 LUMENS OUT 799 1567 3037 1199 2350 4555 1598 3133 6073 1998 3916 7592 2398 4700 9110 Type: HGA or HGC (hubs with hangers) are required -- ordered and priced separately. Order two hangers and one HGE end of row kit (pair of end caps) for each individually mounted luminaire. For a continuous row, order one hanger for each additional luminaire in the row. Example: three rows of four housings requires (3) HGE end cap kits and (15) HGA or HGA hangers. Note: Recessed outlet box by others or splice box style hanger required at each mounted location for electrical connections. HOL Hub/stem assembly for use with 3/8" NPT rigid conduit by others HGA Surface hanger with round mounting/splice box options HGC Cantilever hanger with rectangular mounting splice box options - 24" maximum length (horizontal) HGF Pendant hanger with round mounting splice box options - 60" maximum length (vertical). HGE End of row kit (two end caps) Solid State (LED) Lighting the Vertical outdoor linear, remote driver Style S151 B A D C Specifications Wall Mounting Plate 6"H x 4.5"W Rigid stem 11/16" O.D. Clear silicone encapsulant Round j-box cover 4-3/16" Dia.Slip ring with set screw Extruded aluminum heat sink housing Die Cast aluminum end plate Linear LED PCB with mid-power LEDs Extruded semi-diffuse lens F G E J K H A B C D Optional cross baffleM Aluminum mounting hub 1.25" Dia. N 1-7/16"[37mm] 1-13/16" [46mm] CJ A P Extruded aluminum intermediate cover elliptiparFor complete photometrics, see www.thelightingquotient.com Inconspicuous low profile - lights entire wall evenly without emphasizing surface imperfections (unlike slot grazers)Built in visor provides shielding of glare from belowAdjustable and lockable aimingSmall elegant hub hangers Performance Features Precisely extruded acrylic lens produces an asymmetric distribution ideal for illuminating vertical surfaced evenly from top to bottom. 24" (610mm) maximumHorizontal E J H LENGTH (center-to-center) See Chart 4-1/4" minto60" maxVertical 4-3/16" [106mm] 1-1/4" [32mm] J N P 11/16" [17mm] H F SV6.0 SV6.1 K 2000 700mA 350mA SV6.0 Pendant Stem with Round Canopy 1:8 Scale Optic Assembly: Extruded aluminum heat sink/optic housing. Exterior heat sink anodized for maximum emissivity. Precision extruded polymer refractive lens with optimal dispersion. Finish:Bright anodized extruded aluminum heat sink/housing with painted finish, white or black. Formed aluminum canopy, end hubs and stems painted white or black. Painted surfaces - 6 stage pretreatment and electrostatically applied thermoset polyester powder coating for a durable abrasion, fade and corrosion resistant finish. All hardware - stainless steel or nickel plated brass. Mounting:Required pendant or cantilever hangers -- ordered and priced separately. Surface Cantilever/pendant supplied with recessed outlet box (suitable backing structure required). Adjustable interface plate (concealed under canopy) allows for leveling of arms. Fixture weight: 1.0 lb/ft (1.5 kg/m). Electrical:Luminaire furnished with 10 foot (3048mm) of low voltage cable for connection to remote driver. Electronic HPF thermally protected Class II driver mounted in weather-proof enclosure or optional indoor dry enclosure. For complete driver specifications, see website, reference document MA-1303. Standard: CSA certified for wet locations Dual rated IP66 and IP67 5 year warranty Maximum ambient temperature 45°C (113°F). Precisely extruded acrylic lens produces an asymmetric distribution ideal for illuminating vertical surfaces evenly from top to bottom. ■ Inconspicuous low profile - lights entire surface evenly from one edge ■ Small elegant yet strong hub hangers ■ Adjustable and lockable aiming ■ Built-in visor provides shielding of glare 4/21 U.S. Patent No. D865,257S A Extruded aluminum heat sink housing B Extruded semi-diffuse lens C Die-cast aluminum end plate D Linear LED PCB with mid-power LEDs E Clear silicone encapsulant F Round j-box cover 4-3/16“ diameter G Slip ring with set screw H Rigid stem 11/16" O.D. J Aluminum mounting hub 1.25" K Wall Mounting Plate 6"H x 4.5"W M Optional cross baffle N Extruded aluminum intermediate cover Wall Mounted Cantilever Mounting arms & hubs ordered separately Style S151Lighting the Vertical Outdoor linear, remote driver Solid State (LED) Features Specifications Performance L90(10k) > 60,000 hrs. @ 25°C per TM-21 To form a catalog number To Order Certain products illustrated may be covered by applicable patents and patents pending.For a list of patents, see Contents pages. These specifications supersede all priorpublications and are subject to change without notice. © 2010 The Lighting Quotient. S151 XtraSmall outdoor linear adjustable asymmetric with remote driver. Extruded aluminum heat sink/housing, nominal 6ft (1830mm) long, 700mA, semi-gloss white finish, 120-277V electronic dimming driver with indoor/dry location enclosure, dims to 1%, 0-10V dimming controls by others, CSA certified for wet location, 3500K, 80+CRI. 4 Finish Example02 = Semi-gloss white08 = Semi-gloss black99 = Custom RAL or computer matched color to be specified, consult factory Electronic DriverM = 120-277VK = 347V 5 Voltage S151-R06M-H-02-M-0D-0-835-ZX Length / Light Output / Power 1 2 3 4 5 6 7 8 9 H = For use with required mounting hubs only or mounting hubs with surface or pendant/cantilever hangers -- ordered and priced separately, see hubs/hangers at right. 3 2 Mounting S151 S151 = XtraSmall Outdoor Linear Adjustable Asymmetric Mounting hangers ordered separately 1 --- Style -- - 00 = No options0B = Cross baffle, provides 25Ā sheilding0D = Indoor/dry location remote driver BD = Cross baffle and indoor/dry location remote driver 0 = UL listed or CSA certified for U.S.J = UL listed or CSA certified for Canada 830 = 3000K, 80+ CRI835 = 3500K, 80+ CRI840 = 4000K, 80+ CRI Color Temperature Dimming9 8 Standard7 Option - - 6 Project: The Lighting Quotient114 Boston Post Road, West Haven, Connecticut 06516, USAVoice 203.931.4455 Fax 203.931.4464 www.elliptipar.comelliptipar Required Mounting Hangers Based on 3500K, 80+CRI ORDERCODER02GR02LR02MR03GR03LR03MR04GR04LR04MR05GR05LR05MR06GR06LR06M LENGTH 2FT2FT2FT3FT3FT3FT4FT4FT4FT5FT5FT5FT6FT6FT6FT INPUTWATTS71327102040132753173367204080 NUMBEROF LEDS727272108108108144144144180180180216216216 DRIVECURRENT175mA350mA700mA175mA350mA700mA175mA350mA700mA175mA350mA700mA175mA350mA700mA 00 = Non-dimming TD = ERP Tri-Dim forward phase, reverse phase (120V) or 0-10V dimming (120-277V), 100-10% power on forward/reverse phase, 100%-1% on 0-10V, compatible controls by othersZX = 0-10V analog dimming 120-277V input, dimming range 100%-1%, 0-10V controls by othersEL = eldoLED SOLOdrive 0-10V analog dimming, dimming range 100%-0.1% power, 0-10V controls by othersED = eldoLED SOLOdrive DALI dimming, dimming range 100%-0.1% power, DALI controls by others Style S418 S419 LUMENS OUT 799 1567 3037 1199 2350 4555 1598 3133 6073 1998 3916 7592 2398 4700 9110 Type: HGA or HGC (hubs with hangers) are required -- ordered and priced separately. Order two hangers and one HGE end of row kit (pair of end caps) for each individually mounted luminaire. For a continuous row, order one hanger for each additional luminaire in the row. Example: three rows of four housings requires (3) HGE end cap kits and (15) HGA or HGA hangers. Note: Recessed outlet box by others or splice box style hanger required at each mounted location for electrical connections. HOL Hub/stem assembly for use with 3/8" NPT rigid conduit by others HGA Surface hanger with round mounting/splice box options HGC Cantilever hanger with rectangular mounting splice box options - 24" maximum length (horizontal) HGF Pendant hanger with round mounting splice box options - 60" maximum length (vertical). HGE End of row kit (two end caps) Solid State (LED)Lighting the Vertical outdoor linear, remote driver Style S151 B A D C Specifications Wall Mounting Plate 6"H x 4.5"W Rigid stem 11/16" O.D. Clear silicone encapsulant Round j-box cover 4-3/16" Dia.Slip ring with set screw Extruded aluminum heat sink housing Die Cast aluminum end plate Linear LED PCB with mid-power LEDs Extruded semi-diffuse lens F G E J K H A B C D Optional cross baffleM Aluminum mounting hub 1.25" Dia. N 1-7/16"[37mm] 1-13/16" [46mm] CJ A P Extruded aluminum intermediate cover elliptiparFor complete photometrics, see www.thelightingquotient.com Inconspicuous low profile - lights entire wall evenly without emphasizing surface imperfections (unlike slot grazers)Built in visor provides shielding of glare from belowAdjustable and lockable aimingSmall elegant hub hangers Performance Features Precisely extruded acrylic lens produces an asymmetric distribution ideal for illuminating vertical surfaced evenly from top to bottom. 24" (610mm) maximumHorizontal E J H LENGTH (center-to-center) See Chart 4-1/4" minto60" maxVertical 4-3/16" [106mm] 1-1/4" [32mm] J N P 11/16" [17mm] H F SV6.0 SV6.1 K 2000 700mA 350mA For LM79 and photometric reports, visit thelightingquotient.com LENGTH CENTER–CENTER2FT 25" (635mm)3FT 36-3/4" (933mm)4FT 48-1/4”" (1226mm)5FT 60-1/4" (1530mm)6FT 72-1/4" (1835mm) Optical Assembly 1:2 Scale Remote Driver(s) See remote LED driver document MA-xxxx for dimensions, wiring, mounting instructions IP66RATED IP67RATED tunablewhitergbwrgbw ECF-S_EcoForm_area_small 08/21 page 1 of 9 ECF-S EcoForm small Area luminaire Project: Location: Cat.No: Type: Lamps: Qty: Notes: Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Prefix ECF-S Number ofLEDs Drive Current LED Color - Generation Mounting Distribution Voltage ECF-S EcoForm site and area, small 32L 32 LEDs (2modules) 48L 48 LEDs (3modules) 64L 64 LEDs (4modules) 365 365 mA 530 530 mA 700 700 mA 1A 1050 mA 1.2A 1200 mA 900 900 mA 1A 1050 mA 1.2A19 1200 mA 900 900 mA 1A19 1050 mA WW-G2 Warm White 3000K, 70 CRI Generation 2 NW-G2 Neutral White 4000K, 70 CRI Generation 2 CW-G2 Cool White 5000K, 70 CRI Generation 2 AR2 Arm Mount (standard) The following mounting kits must be ordered separately (See accessories) SF3 Slip Fitter Mount (fitsto 2 3⁄8" O.D. tenon) WS Wall mount with surface conduit rear entry permitted RAM2 Retrofit arm mount kit Type 2 2 Type 2 2-90 Rotated left 90° 2-270 Rotated right 270° Type 3 3 Type 3 3-90 Rotated left 90° 3-270 Rotated right 270° Type 4 4 Type 4 4-90 Rotated left 90° 4-270 Rotated right 270° Type 5 5 Type 5 5W Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90° AFR-270 Auto Front Row, Rotated right 270° BLC Back Light Control BLC-90 Back Light Control rotated at 90° BLC-270 Back Light Control rotated at 270° LCL19 LEED Corner Optic Left RCL19 LEED Corner Optic Right 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V UNV 120-277V (50/60Hz) HVU 347-480V (50/60Hz) Options FinishDimming controls Motion sensing lens Photo-sensing Electrical Luminaire DD4.18 0-10V External dimming (for controls by others) DCC4,5,6,18 Dual Circuit Control FAWS4,5,18 Field Adjustable Wattage Selector LLC4,6,7,8,18 Integral wireless module BL1,4,7,18 Bi-level functionality SRDR4,5,6,8,17 SR driver connected to Zhaga socket DynaDimmer: Automatic Profile Dimming CS504,8 Safety 50% Dimming, 7 hours CM504,8 Median 50% Dimming, 8 hours CS304,8 Safety 30% Dimming, 7 hours CM304,8 Median 30% Dimming, 8 hours IMRI315 Integral with #3 lens IMRI716 Integral with #7 lens PCB8,9 Photocontrol Button TLRD510,17 Twist Lock Receptacle 5 Pin TLRD710,17 Twist Lock Receptacle 7 Pin TLRPC9,10,11,17 Twist Lock Receptacle w/Photocell Fusing F19 Single (120, 277, 347VAC) F29 Double (208, 240, 480VAC) Pole Mount Fusing FP19 Single (120, 277, 347VAC) FP29 Double (208, 240, 480VAC) FP39 Canadian Double Pull (208, 240, 480VAC) Surge Protection (10kA standard) SP2 Increased 20kA Square Pole Adapter included in standard product TB12 Terminal Block RPA13 Round Pole Adapter (fits to 3"- 3.9" O.D. pole) HIS14 Internal House SideShield Textured BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: RAL7024) CC Custom color (Must supply color chip for required factory quote) 1. BL-IMRI3/7 equipped with out-boarded sensor housing when voltage is HVU (347-480V) 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 6. Not available with photocontrol. 7. Must specify a motion sensor lens. 8. Not available in 347 or 480V 9. Must specify input voltage. 10. TLRD5, TLRD7 and TLRPC receptacle pins 4 & 5 are capped off when ordered with any of the Dimming controls DD or FAWS or LLC. 11. Not available in 480V. Order photocell separately with TLRD5/7. 12. Not available with DCC. 13. Not available with SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5, 5W, BLC, BLC-90, BLC-270, LCL or RCL optics. 15. Not available with DD, DCC, and FAWS dimming control options. 16. Not available with DD, DCC, FAWS and LLC dimming control options. 17. When ordering SRDR, controller (by others) to be used on socket must be SR compatible (See specifications for more details). Consult factory for lead time. All 7 pins in NEMA receptacle are connected to SR driver. SRDR not available with TLRD5 or TLRPC. 18. 0-10V dimming driver standard. 19. LCL and RCL not available with 48L-1.2A or 64L-1A. Site & Area EcoForm ECF-S small area light example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY ECF-S 48L 900 WW-G2 AR 5W UNV BL IMRI3 PCB FINISH TRA Spec Sheet 09/21 page 1 of 5 Project: Location: Cat.No: Type: Notes: The Gardco TRA Tapered Round Aluminum pole consists of a one-piece design fabricated aluminum tubing circumferentially welded to a structural quality hot rolled carbon steel plate. The poles are finished with either Architectural Class 1 anodizing or electrostatically applied TGIC polyester powdercoat. Site and Area Poles Pole/Bracket Tapered Round Aluminum (Cast Base) Ordering Guide Prefix Base Height Wind Factor Drilling 1 Finish TRA CB 8 10 - - 1 Way 2 Way at 180° 2 Way at 90° 3 Way at 90° 3 Way at 120° 4 Way 2.4" OD Tenon X 4" long 3" OD Tenon X 4" long 4" OD Tenon X 6" long Plain Top (No Drilling/No Tenon) BRP BLP WP MGY DGY BRA BLA NA OC SC Bronze Black White Medium Grey Dark Grey Bronze Anodized Black Anodized Natural Anodized Optional Color (Specify RAL designation ex: RAL7024) Special Color (Specify. Must supply color chip.) 12 14 16 25 28 30 35 L 12 14 16 20 M 20 25 28 30 35 39 H 1. Standard poles are drilled in factory for compatibility with Signify luminaires only (D* options). For non-Signify- brand luminaires, select the P drilling option. 2. For Gardco DFL7/DFC7 only Options DR GFCI VDA AHH Duplex Receptacle Ground Fault Receptacle Vibration Dampener Additional Hand Hole For DR, GFCI, and AHH options indicate height above base and orientation to original hand hole. See Pole Orientation Information on Page 5. Nipples and Couplings CL1/2 CL3/4 CL1 CL1-1/4 CL1-1/2 Coupling - Internal Thread 1/2" Coupling - Internal Thread 3/4" Coupling - Internal Thread 1" Coupling - Internal Thread 1-1/4" Coupling - Internal Thread 1-1/2" NL1/2 NL3/4 NL1 NL1-1/4 NL1-1/2 Nipple - External Thread 1/2" Nipple - External Thread 3/4" Nipple - External Thread 1" Nipple - External Thread 1-1/4" Nipple - External Thread 1-1/2" Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 5. Single Mount Bullhorn Brackets A15BH-19A15BH-24A215BH-19A215BH-24 Single - 1.9" OD 2 Single - 2.4" OD 2-Tenon - 1.9" OD 2 2-Tenon - 2.4" OD Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 4 Additional and alternative brackets and accessories available. Refer to the Signify product catalog (eCat) website for more information. TRA Anchor Bolts for Gardco TRA Poles3 (ordered separately) Pole Type 12NC for ordering Description (in inches) For Pre-ship service (Order 4 per pole)8 to 25L 912400215786 0.75 x 18 x 3.75 25H to 39H 912400215784 1 x 36 x 4.5 For shipment with the pole (Order 1 per pole)8 to 25L 912400207384 0.75 x 18 x 3.75 25H to 39H 912400200208 1 x 36 x 4.5 3. Consult Signify to confirm whether specific accessories are BAA-compliant. example: TRA-CB-16L-D2-BRP D1 D2 D2@90 D3 D3@120 D4 T2 T3 T4 P TRA CB 22 L D1 FINISH ECF-S_EcoForm_area_small 08/21 page 1 of 9 ECF-S EcoForm small Area luminaire Project: Location: Cat.No: Type: Lamps: Qty: Notes: Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Prefix ECF-S Number ofLEDs Drive Current LED Color - Generation Mounting Distribution Voltage ECF-S EcoForm site and area, small 32L 32 LEDs (2modules) 48L 48 LEDs (3modules) 64L 64 LEDs (4modules) 365 365 mA 530 530 mA 700 700 mA 1A 1050 mA 1.2A 1200 mA 900 900 mA 1A 1050 mA 1.2A19 1200 mA 900 900 mA 1A19 1050 mA WW-G2 Warm White 3000K, 70 CRI Generation 2 NW-G2 Neutral White 4000K, 70 CRI Generation 2 CW-G2 Cool White 5000K, 70 CRI Generation 2 AR2 Arm Mount (standard) The following mounting kits must be ordered separately (See accessories) SF3 Slip Fitter Mount (fitsto 2 3⁄8" O.D. tenon) WS Wall mount with surface conduit rear entry permitted RAM2 Retrofit arm mount kit Type 2 2 Type 2 2-90 Rotated left 90° 2-270 Rotated right 270° Type 3 3 Type 3 3-90 Rotated left 90° 3-270 Rotated right 270° Type 4 4 Type 4 4-90 Rotated left 90° 4-270 Rotated right 270° Type 5 5 Type 5 5W Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90° AFR-270 Auto Front Row, Rotated right 270° BLC Back Light Control BLC-90 Back Light Control rotated at 90° BLC-270 Back Light Control rotated at 270° LCL19 LEED Corner Optic Left RCL19 LEED Corner Optic Right 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V UNV 120-277V (50/60Hz) HVU 347-480V (50/60Hz) Options FinishDimming controls Motion sensing lens Photo-sensing Electrical Luminaire DD4.18 0-10V External dimming (for controls by others) DCC4,5,6,18 Dual Circuit Control FAWS4,5,18 Field Adjustable Wattage Selector LLC4,6,7,8,18 Integral wireless module BL1,4,7,18 Bi-level functionality SRDR4,5,6,8,17 SR driver connected to Zhaga socket DynaDimmer: Automatic Profile Dimming CS504,8 Safety 50% Dimming, 7 hours CM504,8 Median 50% Dimming, 8 hours CS304,8 Safety 30% Dimming, 7 hours CM304,8 Median 30% Dimming, 8 hours IMRI315 Integral with #3 lens IMRI716 Integral with #7 lens PCB8,9 Photocontrol Button TLRD510,17 Twist Lock Receptacle 5 Pin TLRD710,17 Twist Lock Receptacle 7 Pin TLRPC9,10,11,17 Twist Lock Receptacle w/Photocell Fusing F19 Single (120, 277, 347VAC) F29 Double (208, 240, 480VAC) Pole Mount Fusing FP19 Single (120, 277, 347VAC) FP29 Double (208, 240, 480VAC) FP39 Canadian Double Pull (208, 240, 480VAC) Surge Protection (10kA standard) SP2 Increased 20kA Square Pole Adapter included in standard product TB12 Terminal Block RPA13 Round Pole Adapter (fits to 3"- 3.9" O.D. pole) HIS14 Internal House SideShield Textured BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: RAL7024) CC Custom color (Must supply color chip for required factory quote) 1. BL-IMRI3/7 equipped with out-boarded sensor housing when voltage is HVU (347-480V) 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 6. Not available with photocontrol. 7. Must specify a motion sensor lens. 8. Not available in 347 or 480V 9. Must specify input voltage. 10. TLRD5, TLRD7 and TLRPC receptacle pins 4 & 5 are capped off when ordered with any of the Dimming controls DD or FAWS or LLC. 11. Not available in 480V. Order photocell separately with TLRD5/7. 12. Not available with DCC. 13. Not available with SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5, 5W, BLC, BLC-90, BLC-270, LCL or RCL optics. 15. Not available with DD, DCC, and FAWS dimming control options. 16. Not available with DD, DCC, FAWS and LLC dimming control options. 17. When ordering SRDR, controller (by others) to be used on socket must be SR compatible (See specifications for more details). Consult factory for lead time. All 7 pins in NEMA receptacle are connected to SR driver. SRDR not available with TLRD5 or TLRPC. 18. 0-10V dimming driver standard. 19. LCL and RCL not available with 48L-1.2A or 64L-1A. Site & Area EcoForm ECF-S small area light example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY ECF-S 32L 530 WW-G2 AR 3 UNV BL IMRI3 PCB HIS FINISH TRA Spec Sheet 09/21 page 1 of 5 Project: Location: Cat.No: Type: Notes: The Gardco TRA Tapered Round Aluminum pole consists of a one-piece design fabricated aluminum tubing circumferentially welded to a structural quality hot rolled carbon steel plate. The poles are finished with either Architectural Class 1 anodizing or electrostatically applied TGIC polyester powdercoat. Site and Area Poles Pole/Bracket Tapered Round Aluminum (Cast Base) Ordering Guide Prefix Base Height Wind Factor Drilling 1 Finish TRA CB 8 10 - - 1 Way 2 Way at 180° 2 Way at 90° 3 Way at 90° 3 Way at 120° 4 Way 2.4" OD Tenon X 4" long 3" OD Tenon X 4" long 4" OD Tenon X 6" long Plain Top (No Drilling/No Tenon) BRP BLP WP MGY DGY BRA BLA NA OC SC Bronze Black White Medium Grey Dark Grey Bronze Anodized Black Anodized Natural Anodized Optional Color (Specify RAL designation ex: RAL7024) Special Color (Specify. Must supply color chip.) 12 14 16 25 28 30 35 L 12 14 16 20 M 20 25 28 30 35 39 H 1. Standard poles are drilled in factory for compatibility with Signify luminaires only (D* options). For non-Signify- brand luminaires, select the P drilling option. 2. For Gardco DFL7/DFC7 only Options DR GFCI VDA AHH Duplex Receptacle Ground Fault Receptacle Vibration Dampener Additional Hand Hole For DR, GFCI, and AHH options indicate height above base and orientation to original hand hole. See Pole Orientation Information on Page 5. Nipples and Couplings CL1/2 CL3/4 CL1 CL1-1/4 CL1-1/2 Coupling - Internal Thread 1/2" Coupling - Internal Thread 3/4" Coupling - Internal Thread 1" Coupling - Internal Thread 1-1/4" Coupling - Internal Thread 1-1/2" NL1/2 NL3/4 NL1 NL1-1/4 NL1-1/2 Nipple - External Thread 1/2" Nipple - External Thread 3/4" Nipple - External Thread 1" Nipple - External Thread 1-1/4" Nipple - External Thread 1-1/2" Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 5. Single Mount Bullhorn Brackets A15BH-19A15BH-24A215BH-19A215BH-24 Single - 1.9" OD 2 Single - 2.4" OD 2-Tenon - 1.9" OD 2 2-Tenon - 2.4" OD Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 4 Additional and alternative brackets and accessories available. Refer to the Signify product catalog (eCat) website for more information. TRA Anchor Bolts for Gardco TRA Poles3 (ordered separately) Pole Type 12NC for ordering Description (in inches) For Pre-ship service (Order 4 per pole)8 to 25L 912400215786 0.75 x 18 x 3.75 25H to 39H 912400215784 1 x 36 x 4.5 For shipment with the pole (Order 1 per pole)8 to 25L 912400207384 0.75 x 18 x 3.75 25H to 39H 912400200208 1 x 36 x 4.5 3. Consult Signify to confirm whether specific accessories are BAA-compliant. example: TRA-CB-16L-D2-BRP D1 D2 D2@90 D3 D3@120 D4 T2 T3 T4 P TRA CB 22 L D1 FINISH ECF-S_EcoForm_area_small 08/21 page 1 of 9 ECF-S EcoForm small Area luminaire Project: Location: Cat.No: Type: Lamps: Qty: Notes: Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Prefix ECF-S Number ofLEDs Drive Current LED Color - Generation Mounting Distribution Voltage ECF-S EcoForm site and area, small 32L 32 LEDs (2modules) 48L 48 LEDs (3modules) 64L 64 LEDs (4modules) 365 365 mA 530 530 mA 700 700 mA 1A 1050 mA 1.2A 1200 mA 900 900 mA 1A 1050 mA 1.2A19 1200 mA 900 900 mA 1A19 1050 mA WW-G2 Warm White 3000K, 70 CRI Generation 2 NW-G2 Neutral White 4000K, 70 CRI Generation 2 CW-G2 Cool White 5000K, 70 CRI Generation 2 AR2 Arm Mount (standard) The following mounting kits must be ordered separately (See accessories) SF3 Slip Fitter Mount (fitsto 2 3⁄8" O.D. tenon) WS Wall mount with surface conduit rear entry permitted RAM2 Retrofit arm mount kit Type 2 2 Type 2 2-90 Rotated left 90° 2-270 Rotated right 270° Type 3 3 Type 3 3-90 Rotated left 90° 3-270 Rotated right 270° Type 4 4 Type 4 4-90 Rotated left 90° 4-270 Rotated right 270° Type 5 5 Type 5 5W Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90° AFR-270 Auto Front Row, Rotated right 270° BLC Back Light Control BLC-90 Back Light Control rotated at 90° BLC-270 Back Light Control rotated at 270° LCL19 LEED Corner Optic Left RCL19 LEED Corner Optic Right 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V UNV 120-277V (50/60Hz) HVU 347-480V (50/60Hz) Options FinishDimming controls Motion sensing lens Photo-sensing Electrical Luminaire DD4.18 0-10V External dimming (for controls by others) DCC4,5,6,18 Dual Circuit Control FAWS4,5,18 Field Adjustable Wattage Selector LLC4,6,7,8,18 Integral wireless module BL1,4,7,18 Bi-level functionality SRDR4,5,6,8,17 SR driver connected to Zhaga socket DynaDimmer: Automatic Profile Dimming CS504,8 Safety 50% Dimming, 7 hours CM504,8 Median 50% Dimming, 8 hours CS304,8 Safety 30% Dimming, 7 hours CM304,8 Median 30% Dimming, 8 hours IMRI315 Integral with #3 lens IMRI716 Integral with #7 lens PCB8,9 Photocontrol Button TLRD510,17 Twist Lock Receptacle 5 Pin TLRD710,17 Twist Lock Receptacle 7 Pin TLRPC9,10,11,17 Twist Lock Receptacle w/Photocell Fusing F19 Single (120, 277, 347VAC) F29 Double (208, 240, 480VAC) Pole Mount Fusing FP19 Single (120, 277, 347VAC) FP29 Double (208, 240, 480VAC) FP39 Canadian Double Pull (208, 240, 480VAC) Surge Protection (10kA standard) SP2 Increased 20kA Square Pole Adapter included in standard product TB12 Terminal Block RPA13 Round Pole Adapter (fits to 3"- 3.9" O.D. pole) HIS14 Internal House SideShield Textured BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: RAL7024) CC Custom color (Must supply color chip for required factory quote) 1. BL-IMRI3/7 equipped with out-boarded sensor housing when voltage is HVU (347-480V) 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 6. Not available with photocontrol. 7. Must specify a motion sensor lens. 8. Not available in 347 or 480V 9. Must specify input voltage. 10. TLRD5, TLRD7 and TLRPC receptacle pins 4 & 5 are capped off when ordered with any of the Dimming controls DD or FAWS or LLC. 11. Not available in 480V. Order photocell separately with TLRD5/7. 12. Not available with DCC. 13. Not available with SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5, 5W, BLC, BLC-90, BLC-270, LCL or RCL optics. 15. Not available with DD, DCC, and FAWS dimming control options. 16. Not available with DD, DCC, FAWS and LLC dimming control options. 17. When ordering SRDR, controller (by others) to be used on socket must be SR compatible (See specifications for more details). Consult factory for lead time. All 7 pins in NEMA receptacle are connected to SR driver. SRDR not available with TLRD5 or TLRPC. 18. 0-10V dimming driver standard. 19. LCL and RCL not available with 48L-1.2A or 64L-1A. Site & Area EcoForm ECF-S small area light example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY ECF-S 32L 365 WW-G2 AR 3 UNV BL IMRI3 PCB HIS FINISH TRA Spec Sheet 09/21 page 1 of 5 Project: Location: Cat.No: Type: Notes: The Gardco TRA Tapered Round Aluminum pole consists of a one-piece design fabricated aluminum tubing circumferentially welded to a structural quality hot rolled carbon steel plate. The poles are finished with either Architectural Class 1 anodizing or electrostatically applied TGIC polyester powdercoat. Site and Area Poles Pole/Bracket Tapered Round Aluminum (Cast Base) Ordering Guide Prefix Base Height Wind Factor Drilling 1 Finish TRA CB 8 10 - - 1 Way 2 Way at 180° 2 Way at 90° 3 Way at 90° 3 Way at 120° 4 Way 2.4" OD Tenon X 4" long 3" OD Tenon X 4" long 4" OD Tenon X 6" long Plain Top (No Drilling/No Tenon) BRP BLP WP MGY DGY BRA BLA NA OC SC Bronze Black White Medium Grey Dark Grey Bronze Anodized Black Anodized Natural Anodized Optional Color (Specify RAL designation ex: RAL7024) Special Color (Specify. Must supply color chip.) 12 14 16 25 28 30 35 L 12 14 16 20 M 20 25 28 30 35 39 H 1. Standard poles are drilled in factory for compatibility with Signify luminaires only (D* options). For non-Signify- brand luminaires, select the P drilling option. 2. For Gardco DFL7/DFC7 only Options DR GFCI VDA AHH Duplex Receptacle Ground Fault Receptacle Vibration Dampener Additional Hand Hole For DR, GFCI, and AHH options indicate height above base and orientation to original hand hole. See Pole Orientation Information on Page 5. Nipples and Couplings CL1/2 CL3/4 CL1 CL1-1/4 CL1-1/2 Coupling - Internal Thread 1/2" Coupling - Internal Thread 3/4" Coupling - Internal Thread 1" Coupling - Internal Thread 1-1/4" Coupling - Internal Thread 1-1/2" NL1/2 NL3/4 NL1 NL1-1/4 NL1-1/2 Nipple - External Thread 1/2" Nipple - External Thread 3/4" Nipple - External Thread 1" Nipple - External Thread 1-1/4" Nipple - External Thread 1-1/2" Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 5. Single Mount Bullhorn Brackets A15BH-19A15BH-24A215BH-19A215BH-24 Single - 1.9" OD 2 Single - 2.4" OD 2-Tenon - 1.9" OD 2 2-Tenon - 2.4" OD Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 4 Additional and alternative brackets and accessories available. Refer to the Signify product catalog (eCat) website for more information. TRA Anchor Bolts for Gardco TRA Poles3 (ordered separately) Pole Type 12NC for ordering Description (in inches) For Pre-ship service (Order 4 per pole)8 to 25L 912400215786 0.75 x 18 x 3.75 25H to 39H 912400215784 1 x 36 x 4.5 For shipment with the pole (Order 1 per pole)8 to 25L 912400207384 0.75 x 18 x 3.75 25H to 39H 912400200208 1 x 36 x 4.5 3. Consult Signify to confirm whether specific accessories are BAA-compliant. example: TRA-CB-16L-D2-BRP D1 D2 D2@90 D3 D3@120 D4 T2 T3 T4 P TRA CB 12 L D1 FINISH ECF-S_EcoForm_area_small 08/21 page 1 of 9 ECF-S EcoForm small Area luminaire Project: Location: Cat.No: Type: Lamps: Qty: Notes: Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Prefix ECF-S Number ofLEDs Drive Current LED Color - Generation Mounting Distribution Voltage ECF-S EcoForm site and area, small 32L 32 LEDs (2modules) 48L 48 LEDs (3modules) 64L 64 LEDs (4modules) 365 365 mA 530 530 mA 700 700 mA 1A 1050 mA 1.2A 1200 mA 900 900 mA 1A 1050 mA 1.2A19 1200 mA 900 900 mA 1A19 1050 mA WW-G2 Warm White 3000K, 70 CRI Generation 2 NW-G2 Neutral White 4000K, 70 CRI Generation 2 CW-G2 Cool White 5000K, 70 CRI Generation 2 AR2 Arm Mount (standard) The following mounting kits must be ordered separately (See accessories) SF3 Slip Fitter Mount (fitsto 2 3⁄8" O.D. tenon) WS Wall mount with surface conduit rear entry permitted RAM2 Retrofit arm mount kit Type 2 2 Type 2 2-90 Rotated left 90° 2-270 Rotated right 270° Type 3 3 Type 3 3-90 Rotated left 90° 3-270 Rotated right 270° Type 4 4 Type 4 4-90 Rotated left 90° 4-270 Rotated right 270° Type 5 5 Type 5 5W Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90° AFR-270 Auto Front Row, Rotated right 270° BLC Back Light Control BLC-90 Back Light Control rotated at 90° BLC-270 Back Light Control rotated at 270° LCL19 LEED Corner Optic Left RCL19 LEED Corner Optic Right 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V UNV 120-277V (50/60Hz) HVU 347-480V (50/60Hz) Options FinishDimming controls Motion sensing lens Photo-sensing Electrical Luminaire DD4.18 0-10V External dimming (for controls by others) DCC4,5,6,18 Dual Circuit Control FAWS4,5,18 Field Adjustable Wattage Selector LLC4,6,7,8,18 Integral wireless module BL1,4,7,18 Bi-level functionality SRDR4,5,6,8,17 SR driver connected to Zhaga socket DynaDimmer: Automatic Profile Dimming CS504,8 Safety 50% Dimming, 7 hours CM504,8 Median 50% Dimming, 8 hours CS304,8 Safety 30% Dimming, 7 hours CM304,8 Median 30% Dimming, 8 hours IMRI315 Integral with #3 lens IMRI716 Integral with #7 lens PCB8,9 Photocontrol Button TLRD510,17 Twist Lock Receptacle 5 Pin TLRD710,17 Twist Lock Receptacle 7 Pin TLRPC9,10,11,17 Twist Lock Receptacle w/Photocell Fusing F19 Single (120, 277, 347VAC) F29 Double (208, 240, 480VAC) Pole Mount Fusing FP19 Single (120, 277, 347VAC) FP29 Double (208, 240, 480VAC) FP39 Canadian Double Pull (208, 240, 480VAC) Surge Protection (10kA standard) SP2 Increased 20kA Square Pole Adapter included in standard product TB12 Terminal Block RPA13 Round Pole Adapter (fits to 3"- 3.9" O.D. pole) HIS14 Internal House SideShield Textured BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: RAL7024) CC Custom color (Must supply color chip for required factory quote) 1. BL-IMRI3/7 equipped with out-boarded sensor housing when voltage is HVU (347-480V) 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 6. Not available with photocontrol. 7. Must specify a motion sensor lens. 8. Not available in 347 or 480V 9. Must specify input voltage. 10. TLRD5, TLRD7 and TLRPC receptacle pins 4 & 5 are capped off when ordered with any of the Dimming controls DD or FAWS or LLC. 11. Not available in 480V. Order photocell separately with TLRD5/7. 12. Not available with DCC. 13. Not available with SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5, 5W, BLC, BLC-90, BLC-270, LCL or RCL optics. 15. Not available with DD, DCC, and FAWS dimming control options. 16. Not available with DD, DCC, FAWS and LLC dimming control options. 17. When ordering SRDR, controller (by others) to be used on socket must be SR compatible (See specifications for more details). Consult factory for lead time. All 7 pins in NEMA receptacle are connected to SR driver. SRDR not available with TLRD5 or TLRPC. 18. 0-10V dimming driver standard. 19. LCL and RCL not available with 48L-1.2A or 64L-1A. Site & Area EcoForm ECF-S small area light example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY ECF-S 32L 365 WW-G2 AR 4 UNV BL IMRI3 PCB HIS FINISH TRA Spec Sheet 09/21 page 1 of 5 Project: Location: Cat.No: Type: Notes: The Gardco TRA Tapered Round Aluminum pole consists of a one-piece design fabricated aluminum tubing circumferentially welded to a structural quality hot rolled carbon steel plate. The poles are finished with either Architectural Class 1 anodizing or electrostatically applied TGIC polyester powdercoat. Site and Area Poles Pole/Bracket Tapered Round Aluminum (Cast Base) Ordering Guide Prefix Base Height Wind Factor Drilling 1 Finish TRA CB 8 10 - - 1 Way 2 Way at 180° 2 Way at 90° 3 Way at 90° 3 Way at 120° 4 Way 2.4" OD Tenon X 4" long 3" OD Tenon X 4" long 4" OD Tenon X 6" long Plain Top (No Drilling/No Tenon) BRP BLP WP MGY DGY BRA BLA NA OC SC Bronze Black White Medium Grey Dark Grey Bronze Anodized Black Anodized Natural Anodized Optional Color (Specify RAL designation ex: RAL7024) Special Color (Specify. Must supply color chip.) 12 14 16 25 28 30 35 L 12 14 16 20 M 20 25 28 30 35 39 H 1. Standard poles are drilled in factory for compatibility with Signify luminaires only (D* options). For non-Signify- brand luminaires, select the P drilling option. 2. For Gardco DFL7/DFC7 only Options DR GFCI VDA AHH Duplex Receptacle Ground Fault Receptacle Vibration Dampener Additional Hand Hole For DR, GFCI, and AHH options indicate height above base and orientation to original hand hole. See Pole Orientation Information on Page 5. Nipples and Couplings CL1/2 CL3/4 CL1 CL1-1/4 CL1-1/2 Coupling - Internal Thread 1/2" Coupling - Internal Thread 3/4" Coupling - Internal Thread 1" Coupling - Internal Thread 1-1/4" Coupling - Internal Thread 1-1/2" NL1/2 NL3/4 NL1 NL1-1/4 NL1-1/2 Nipple - External Thread 1/2" Nipple - External Thread 3/4" Nipple - External Thread 1" Nipple - External Thread 1-1/4" Nipple - External Thread 1-1/2" Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 5. Single Mount Bullhorn Brackets A15BH-19A15BH-24A215BH-19A215BH-24 Single - 1.9" OD 2 Single - 2.4" OD 2-Tenon - 1.9" OD 2 2-Tenon - 2.4" OD Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 4 Additional and alternative brackets and accessories available. Refer to the Signify product catalog (eCat) website for more information. TRA Anchor Bolts for Gardco TRA Poles3 (ordered separately) Pole Type 12NC for ordering Description (in inches) For Pre-ship service (Order 4 per pole)8 to 25L 912400215786 0.75 x 18 x 3.75 25H to 39H 912400215784 1 x 36 x 4.5 For shipment with the pole (Order 1 per pole)8 to 25L 912400207384 0.75 x 18 x 3.75 25H to 39H 912400200208 1 x 36 x 4.5 3. Consult Signify to confirm whether specific accessories are BAA-compliant. example: TRA-CB-16L-D2-BRP D1 D2 D2@90 D3 D3@120 D4 T2 T3 T4 P TRA CB 12 L D1 FINISH ECF-S_EcoForm_area_small 08/21 page 1 of 9 ECF-S EcoForm small Area luminaire Project: Location: Cat.No: Type: Lamps: Qty: Notes: Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Prefix ECF-S Number ofLEDs Drive Current LED Color - Generation Mounting Distribution Voltage ECF-S EcoForm site and area, small 32L 32 LEDs (2modules) 48L 48 LEDs (3modules) 64L 64 LEDs (4modules) 365 365 mA 530 530 mA 700 700 mA 1A 1050 mA 1.2A 1200 mA 900 900 mA 1A 1050 mA 1.2A19 1200 mA 900 900 mA 1A19 1050 mA WW-G2 Warm White 3000K, 70 CRI Generation 2 NW-G2 Neutral White 4000K, 70 CRI Generation 2 CW-G2 Cool White 5000K, 70 CRI Generation 2 AR2 Arm Mount (standard) The following mounting kits must be ordered separately (See accessories) SF3 Slip Fitter Mount (fitsto 2 3⁄8" O.D. tenon) WS Wall mount with surface conduit rear entry permitted RAM2 Retrofit arm mount kit Type 2 2 Type 2 2-90 Rotated left 90° 2-270 Rotated right 270° Type 3 3 Type 3 3-90 Rotated left 90° 3-270 Rotated right 270° Type 4 4 Type 4 4-90 Rotated left 90° 4-270 Rotated right 270° Type 5 5 Type 5 5W Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90° AFR-270 Auto Front Row, Rotated right 270° BLC Back Light Control BLC-90 Back Light Control rotated at 90° BLC-270 Back Light Control rotated at 270° LCL19 LEED Corner Optic Left RCL19 LEED Corner Optic Right 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V UNV 120-277V (50/60Hz) HVU 347-480V (50/60Hz) Options FinishDimming controls Motion sensing lens Photo-sensing Electrical Luminaire DD4.18 0-10V External dimming (for controls by others) DCC4,5,6,18 Dual Circuit Control FAWS4,5,18 Field Adjustable Wattage Selector LLC4,6,7,8,18 Integral wireless module BL1,4,7,18 Bi-level functionality SRDR4,5,6,8,17 SR driver connected to Zhaga socket DynaDimmer: Automatic Profile Dimming CS504,8 Safety 50% Dimming, 7 hours CM504,8 Median 50% Dimming, 8 hours CS304,8 Safety 30% Dimming, 7 hours CM304,8 Median 30% Dimming, 8 hours IMRI315 Integral with #3 lens IMRI716 Integral with #7 lens PCB8,9 Photocontrol Button TLRD510,17 Twist Lock Receptacle 5 Pin TLRD710,17 Twist Lock Receptacle 7 Pin TLRPC9,10,11,17 Twist Lock Receptacle w/Photocell Fusing F19 Single (120, 277, 347VAC) F29 Double (208, 240, 480VAC) Pole Mount Fusing FP19 Single (120, 277, 347VAC) FP29 Double (208, 240, 480VAC) FP39 Canadian Double Pull (208, 240, 480VAC) Surge Protection (10kA standard) SP2 Increased 20kA Square Pole Adapter included in standard product TB12 Terminal Block RPA13 Round Pole Adapter (fits to 3"- 3.9" O.D. pole) HIS14 Internal House SideShield Textured BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: RAL7024) CC Custom color (Must supply color chip for required factory quote) 1. BL-IMRI3/7 equipped with out-boarded sensor housing when voltage is HVU (347-480V) 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 6. Not available with photocontrol. 7. Must specify a motion sensor lens. 8. Not available in 347 or 480V 9. Must specify input voltage. 10. TLRD5, TLRD7 and TLRPC receptacle pins 4 & 5 are capped off when ordered with any of the Dimming controls DD or FAWS or LLC. 11. Not available in 480V. Order photocell separately with TLRD5/7. 12. Not available with DCC. 13. Not available with SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5, 5W, BLC, BLC-90, BLC-270, LCL or RCL optics. 15. Not available with DD, DCC, and FAWS dimming control options. 16. Not available with DD, DCC, FAWS and LLC dimming control options. 17. When ordering SRDR, controller (by others) to be used on socket must be SR compatible (See specifications for more details). Consult factory for lead time. All 7 pins in NEMA receptacle are connected to SR driver. SRDR not available with TLRD5 or TLRPC. 18. 0-10V dimming driver standard. 19. LCL and RCL not available with 48L-1.2A or 64L-1A. Site & Area EcoForm ECF-S small area light example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY ECF-S 48L 1A WW-G2 AR 4 UNV BL IMRI3 PCB HIS FINISH TRA Spec Sheet 09/21 page 1 of 5 Project: Location: Cat.No: Type: Notes: The Gardco TRA Tapered Round Aluminum pole consists of a one-piece design fabricated aluminum tubing circumferentially welded to a structural quality hot rolled carbon steel plate. The poles are finished with either Architectural Class 1 anodizing or electrostatically applied TGIC polyester powdercoat. Site and Area Poles Pole/Bracket Tapered Round Aluminum (Cast Base) Ordering Guide Prefix Base Height Wind Factor Drilling 1 Finish TRA CB 8 10 - - 1 Way 2 Way at 180° 2 Way at 90° 3 Way at 90° 3 Way at 120° 4 Way 2.4" OD Tenon X 4" long 3" OD Tenon X 4" long 4" OD Tenon X 6" long Plain Top (No Drilling/No Tenon) BRP BLP WP MGY DGY BRA BLA NA OC SC Bronze Black White Medium Grey Dark Grey Bronze Anodized Black Anodized Natural Anodized Optional Color (Specify RAL designation ex: RAL7024) Special Color (Specify. Must supply color chip.) 12 14 16 25 28 30 35 L 12 14 16 20 M 20 25 28 30 35 39 H 1. Standard poles are drilled in factory for compatibility with Signify luminaires only (D* options). For non-Signify- brand luminaires, select the P drilling option. 2. For Gardco DFL7/DFC7 only Options DR GFCI VDA AHH Duplex Receptacle Ground Fault Receptacle Vibration Dampener Additional Hand Hole For DR, GFCI, and AHH options indicate height above base and orientation to original hand hole. See Pole Orientation Information on Page 5. Nipples and Couplings CL1/2 CL3/4 CL1 CL1-1/4 CL1-1/2 Coupling - Internal Thread 1/2" Coupling - Internal Thread 3/4" Coupling - Internal Thread 1" Coupling - Internal Thread 1-1/4" Coupling - Internal Thread 1-1/2" NL1/2 NL3/4 NL1 NL1-1/4 NL1-1/2 Nipple - External Thread 1/2" Nipple - External Thread 3/4" Nipple - External Thread 1" Nipple - External Thread 1-1/4" Nipple - External Thread 1-1/2" Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 5. Single Mount Bullhorn Brackets A15BH-19A15BH-24A215BH-19A215BH-24 Single - 1.9" OD 2 Single - 2.4" OD 2-Tenon - 1.9" OD 2 2-Tenon - 2.4" OD Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 4 Additional and alternative brackets and accessories available. Refer to the Signify product catalog (eCat) website for more information. TRA Anchor Bolts for Gardco TRA Poles3 (ordered separately) Pole Type 12NC for ordering Description (in inches) For Pre-ship service (Order 4 per pole)8 to 25L 912400215786 0.75 x 18 x 3.75 25H to 39H 912400215784 1 x 36 x 4.5 For shipment with the pole (Order 1 per pole)8 to 25L 912400207384 0.75 x 18 x 3.75 25H to 39H 912400200208 1 x 36 x 4.5 3. Consult Signify to confirm whether specific accessories are BAA-compliant. example: TRA-CB-16L-D2-BRP D1 D2 D2@90 D3 D3@120 D4 T2 T3 T4 P TRA CB 12 L D1 FINISH Page 1 of 15 (Rev. 11/2021) L100R_SS_v2.1In a continuing eort to oer the best product possible, we reserve the right to change, without notice, specications or materials that in our opinion will not alter the function of the product. Specication sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2021, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Project: Type:Qty: Date:Customer: M100 LED Recessed 4 week ship All options indicated with the green truck symbol are available with 4-week ship time. Mixed orders will defer to the longest lead time. 4 week ship 4 week ship 4 week ship4 week ship1C451,2,3 80CRI-1123lm 90CRI-944lm 11.1W per foot 1C401,2,3 80CRI-1014lm 90CRI-852lm 9.9W per foot 1C351 80CRI-957lm 90CRI-805lm 8.7W per 1C301,2 80CRI-765lm 90CRI-643lm 7.3W per foot 1C251,2 80CRI-640lm 90CRI-538lm 6.1W per foot 1C201,2 80CRI-530lm 90CRI-445lm 4.9W per foot 930 3000K 90+ CRI 935 3500K 90+ CRI Series L10 Multi-Mount Form L1R1 Continuous Flange (Flanged Endcaps) L1R2 Continuous Flange(Flangeless Endcaps) * Custom colors are available, Please consult factory Light Engine CCT Shielding LW LED Optimized White Lens Mounting L10 SG Slot Grid (⁄”) (Wire Suspension or ⁄”-20 stud) SF1 Spackle Flange (⁄” Drywall) SF2 Spackle Flange (⁄” Drywall) SF3 Spackle Flange (After Drywall) DC Decoustic Ceiling (up to 2” thick) Nominal Fixture Length 01* 1 ft. 027 2 ft. 047 4 ft. 03 3 ft. 057 5 ft. 067 6 ft. 087 8 ft. 07 7 ft. XX Runs (over 8’) and Congurations, round up to the nearest foot and replace the “xx” with the # (i.e. 09=09’ nominal) Finish WH White SV Silver SP Specify Premium Color Voltage 1 120V 2 277V LED WARRANTY 5YEAR ARRA Compliant Emergency Options TBS5 T-Bar Length with 1” ⁄”-20 Stud RC6 Rotating Crossbar (Ceilings ⁄” to 2” thick ) TS 1” ⁄”-20 StudTB5 T-Bar Length with Suspension Clips Mounting L1R1 or L1R2 7 Length intended to t centered between the grid for SG, TB, TBS mountings 5 L1R1 only 6 Consult factory for lengths under 2’ Conguration Options 1 Values calculated from a 4’ xture at 3500K, 90+ CRI using LW shielding and DIM driver. For additional information please see page 2.2 Available starting at 2’ and up3 Not available with EM or Lutron U 120V through 277V 50/60Hz capable Individual xtures, Runs and Congurations are supplied in nominal lengths to ensure full, even, illumination. See pages 2 through 6 for additional details. MI Clear Lens with Microprism Fixture Options Driver *1’ xture only available with 1C35 light engine Sensor Options or 3 347V (consult factory) BL Semi-Matte Black NB LMO Symmetricwith Satine Lens A2 LMO Asymmetric 20° Wall Washer with Satine Lens BW LMO Batwingwith Satine Lens A5 LMO Asymmetric 5° Wall Grazerwith Satine Lens EC16,17 Emergency Circuit Wiring V9 Lit Inverted 90° Corner T9 Lit “T” section X9 Lit “X” section L9 Lit Horizontal 90° Corner 16 See page 10 for full details and restrictions 17 For emergency options with sensors, please consult factory 18 EM available in 4’ and 6’. Please consult factory for 5’. DL Damp Location Rated FS In-line Fuse SS11,12 Separate Switching 11 See page 10 for details 12 SS option for linear section only13 Piix™ modules are switched separate standard. Minimum 6’ M100 required for Piix™ module. See page 11 for full details. DE18,9 Lutron 1% Eco-System DC28,9,10 Lutron 1% 2-Wire 8 See page 7 for full details 9 Not available for 1’ length 10 120V only DIM8 0-10V 1% (Linear) xE14,15 Enlighted Replace “x” with quantity xS114,15 Sensor Switch Daylight xS214,15 Sensor Switch Occ/Vac xS314,15 Sensor Switch Occ/Vac/ Daylight 14 Minimum length 2’. See page 12 for full details and restrictions. 15 Requires DIM driver (0-10V) xSN nLight enabled (consult factory) EMR Remote Micro Inverter (consult factory) EM16,17,18 Integral EM Battery Pack (non-IC Rated) 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship 4 week ship xV Lutron Vive (consult factory) CCEA CCEA Approved (consult factory) #P113 1 Cell Piix™ ~332lm/3.5W per cell #P313 3 Cell Piix™ ~332lm/3.5W per cell ► Provide quantity (#) of Piix™ modules required.► Piix™ modules provided with same CCT, finish and driver as M100. Standard module provided with Black Baffle and 35º reflectors. For other configurations, please consult factory. Example: 2P1 will yield an M100 with two (2) 1 cell Piix™ modules located at either end of the xture. 940 4000K 90+ CRI 927 2700K90+ CRI 4 Consult factory for lead times8304 3000K 80+ CRI 8274 2700K 80+ CRI 8354 3500K 80+ CRI 8404 4000K 80+ CRI DL018,9 eldoLED 0.1% SOLOdrive 0-10V (Logarithmic) DED8,9 eldoLED 1% ECOdrive DALI-2 (Logarithmic) D018,9 eldoLED 0.1% SOLOdrive 0-10V (Linear) DIL8,9 eldoLED 1% ECOdrive 0-10V (Logarithmic) RGBW (consult factory) * See pages 13-14 for full details and restrictions DC3 Lutron 1% 3-Wire (consult factory) BUY AMERICAN Order Code:------------L1R1 1C20 930 MI RC LENGTH FINISH U DIM PRODUCT CODE 074684 PROJECT TYPE ALU TECH RO Part number 074684 Lampholder:LED Wattage:11 W Finish:GR-EV1 / Anodized aluminum / Matt Degree of protection:IP66 CRI:85 Kelvin:3000 Optic:Asymmetric wide reflector Luminaire lumen output:396 lm Lifetime:35000 h cULus: Voltage:120/277 V Description Recessed wall steplight series. Fixtures consist of: - Multi-step powder-coat painting process, optimized against UV rays and corrosion. - Copper-free precision machined anodized aluminum housing and optical compartment. - Frosted, tempered, silk-screened, flat glass diffuser. - Custom molded, anti-aging gasket(s). - Custom MCPCB utilized to maximize heat dissipation and promote long LED life. - IESNA Type III light distribution. - Input voltage: 120-277 V (50 / 60 Hz), integral driver. - Pre-wired factory sealed cable for external electrical connection included. - Stainless steel grounding tether included. - Stainless steel recessed rough-in kit to be ordered separately. - Five optional finishes available. Add finish suffix to any part number for textured Black (BK-81), Iron gray (AN-96), Aluminum metallic (GR-94), White (WH-87), Iron rust (RB-10) when not standard. - Consult factory for dimming options, marine-grade, custom finishes (please specify RAL color), and non-cataloged CCT (Kelvin) options including static colors. - Consult factory for custom pre-wired factory sealed cable length options. - Product meets Buy American Act requirements within ARRA. - 5-year warranty. Photometric data Technical drawings Performance in Lighting - 2621 Keys Pointe - Conyers, Georgia 30013 - USA - voice 770.822.2115 - info.usa@pil.lightingwww.performanceinlighting.com Project: Location: Cat.No: Type: Lamps: Qty: Notes: Gardco LED wall sconce 121 offers distinction through its styling, powerful optical design, array of distributions, and impressive selection of control possibilities. Designed to add an element of style to your application by pairing straight lines with rounded edges, the form of the 121 is timeless, yet contemporary, and will complement a wide assortment of architectural styles and designs, while delivering high light levels and functional distributions. 121sconces are available in Type 2, 3, and 4 distributions, and provide output of up to 12,400 lumens. Energy saving control options help to increase energy savings and offer California Title 24 compliance. Emergency Battery Backup option available for path-of-egress and is integral to the luminaire. Ordering guide example: 121-32L-700-NW-G4-3-120-BL-IMRI2-BZ Prefix 121 Number of LEDs Drive Current LED Color-Generation Distribution Emergency Voltage 121 LED wall sconce 16L 16 LEDs (1 module)200 200 mA 400 400 mA 530 530 mA 700 700 mA 1000 1000 mA 1200 1200 mA CW-G4 Cool White 5000K, 70 CRI Generation 4 NW-G4 Neutral White 4000K, 70 CRI Generation 4 WW-G4 Warm White 3000K, 70 CRI Generation 4 WY-G4 Warm Yellow 2700K, 80 CRI Generation 4 2 BW-G4 Balanced White 3500K 80CRI Generation 4 2 AM-G4 Direct Amber (590nm) Generation 4 2 2 Type 2 3 Type 3 4 Type 4 EBPC Emergency Battery Pack Cold Weather 1,3,12 Leave blank to omit an emergency option UNV 120-277V HVU 347-480V 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V32L 32 LEDs (2 modules)530 530 mA 700 700 mA 1000 1000 mA 1 Only 16L up to 700mA can be used with battery backup (EBPC) configuration. 2 Extended lead times apply. Contact factory for details. 3 Available in 120V or 277V only. 4 Not available with other dimming control options. 5 Not available with motion sensor. 6 Not available with photocontrol. 7 Not available in 347 or 480V. 8 Must specify input voltage. 9 Available with two modules (32L) at 530mA. 10 Not available with DD, DCC, and FAWS dimming control options. 11 Must specify a motion sensor lens. 12 Not available with DCC, FAWS, and LLC. Options FinishDimming controls Motion sensing lens Photo sensing Electrical DD 0-10V External dimming (controls by others) 4 DCC Dual Circuit Control 4,5,6,9 FAWS Field Adjustable Wattage 4,5 LLC Integral wireless module 4,6,7,11 BL Bi-level functionary with motion sensor 4,7,11 DynaDimmer: Automatic Profile Dimming 4,7 CS50 Security 50% Dimming, 7 hours CM50 Median 50% Dimming, 8 hours CS30 Security 30% Dimming, 7 hours CM30 Median 30% Dimming, 8 hours IMRI2 Integral with #2 lens 10 IMRI3 Integral with #3 lens 10 PCB Photocontrol Button 7,8 Fusing F1 Single (120, 277, 347VAC) 8 F2 Double (208, 240, 480VAC) 8 F3 Canadian Double Pull (208, 240, 480VAC) 8 Surge Protection (10kA standard) SP2 Increased 20kA Textured BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: OC-LGP or OC-RAL7024) CC Custom color (Must supply color chip for required factory quote) Wall Mount LED wall sconce 121 121_LED_wall_sconce 10/21 page 1 of 5 121 16L 400 WW-G4 4 UNV BL IMRI3 PCB FINISH Patient Parking BUILDING RENDERING OUTPATIENT SURGERY CENTER – SCHEMATIC DESIGN PACKAGE – FEBRUARY 28, 2022 University of Vermont Health Network Burlington, VT 5.3 JUNE 17, 2022 BUILDING RENDERING OUTPATIENT SURGERY CENTER – SCHEMATIC DESIGN PACKAGE – FEBRUARY 28, 2022 University of Vermont Health Network Burlington, VT 5.4 JUNE 17, 2022 1 The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 I. Background The UVM Medical Center is planning to construct a new Outpatient Surgery Center (OSC) in order to: 1) replace the surgical capacity formerly available at the Fanny Allen Campus, 2) handle a wider and more sophisticated variety of surgical procedures, and 3) increased projected future surgical volume anticipated over the next 10 years. Full replacement of the Fanny Allen facilities has been part of UVM Medical Center’s Facilities Master Plan for some time as Fanny Allen facilities are undersized, outdated, and cannot be efficiently or effectively renovated. Rather, they must be replaced with operating rooms (ORs) that support outpatient surgery today and in the future. As new technologies and techniques permit us to perform more types of procedures in an outpatient setting, outpatient surgery centers must be designed to accommodate these procedures. Due to the age and footprint of the Fanny Allen building, it can’t be renovated to increase OR square footage or incorporate the mechanical equipment needed to support increased air flow. This proposed OSC facility will be designed to increase clinical team efficiency to maintain patient access in a challenging health care labor market. II. Outpatient Surgery Center Project Description The Building Site The proposed OSC will be located on Lot #6 of the Mountain View Business Park on Tilley Drive in South Burlington. The lot is approximately 13.53 acres. It has Green Mountain Power (GMP) and Champlain Water District (CWD) easements running east-west bisecting the lot. Municipal water and sewer, and electrical power services are all available at this site. Access to the site is via Tilley Drive at the existing curb cut. UVM Medical Center has worked in collaboration with the Special Services Transportation Agency (SSTA) to ensure that patients have access to consistent, affordable, and reliable public transportation to access Tilley Drive health care services. The Building The building will be approximately 84,006 sf of space that includes the ground floor main level and a partial basement at the lower level. The ground floor main level will provide twelve new The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 2 operating rooms with as adjacent pre-surgery and post-operative recovery area. Convenient patient access features include a covered drop off area. There are separate ingress and egress paths for arriving and departing patients. A registration area with an adjoining waiting room will be provided immediately inside the building entrance. Discharged patients will leave through a discrete exit. The partial basement lower level will contain central sterilization and processing, mechanical and electrical rooms, shipping and receiving / loading dock, and environmental service equipment room. The proposed space is designed to be flexible and expandable to meet future needs. When the site opens, with eight operating rooms, the anticipated initial patient surgical volume will be approximately +/-7,900 surgical cases per year. This translates too approximately and average 32 surgical patients per day. The building is designed to allow for the fit-up of 4 additional operating rooms which will expand surgical capacity to handle up to +/-11,850 surgical procedures per year. This translates to an average of approximately 48 surgical patients per day at full capacity. The building design features shared offices and workspaces to ensure maximum flexibility. Patient flow through the site was carefully analyzed to ensure privacy, safety, and convenience during each patient care encounter. To ensure patient privacy and reduce noise and incidental traffic, the building design separates the surgical, pre and post-surgical spaces from public and back-of-the-house support areas. The building will feature a separate entrance for employees at the basement level. An employee changing area, locker and shower rooms will be provided as well as a lactation room for staff use. A conference/classroom will be provided on the basement level to support staff meetings and training activities. Site Design The site design incorporates a total of 270 onsite parking spaces located on the west and north sides of the building. The existing windmill will be relocated in a parking island. There are landscaping plantings and elements around the building, along the driveway to screen the site from abutting properties, and at parking islands. Existing trees along the northern and eastern property lines will be maintained where possible. In addition, two elevated berms provide additional screening near abutting residential properties. An outdoor patio area with outside seating located adjacent to family waiting which will be accessible through an exterior entrance door. A staff outdoor area is located on the northern side of the building. A future overlook with connection to a City multi-use path to the east is shown on the northern end of the site. The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 3 Loading docks and MEP equipment are located on the northeastern side of the building and site at a much lower grade than the parking and abutting residential properties. Runoff will be collected and sent to stormwater gravel wetlands on the eastern portion of the site. Estimated Project Construction Schedule The OSC project is estimated to begin construction in May 2023 with completion by December 2024. III. City LDR Review Below is the zoning information and Site Plan review along with project information based on the LDRs effective May 23, 2022. Zoning Information for Site Lot size: 13.53 acres Lot access: Tilley Drive via existing shared driveway Zoning District: Industrial and Open Space IO Overlay Districts: Transit Overlay District: Tilley Drive is designated as a transit route. A use shall only be allowed where a public sidewalk or rec path connects the use to a public roadway identified as a transit route. Sidewalks exist on Tilley Drive. Proposed Use: Medical Office – permitted use Lot Dimensional Standards Setbacks Minimum front yard setback: 50 feet √ Minimum side yard setback: 35 feet √ Minimum rear yard setback: 50 feet √ Setback between non-residential uses adjacent to Residential District boundaries: 65 feet √ This Lot is considered a corner lot – located at the intersection of 2 or more existing or planned streets. A corner lot shall have 2 front yards and 2 side yards and no rear yard. Building Height: Principal (flat) 35’ √ The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 4 Site Plan Review 14.06 General Review Standards Below is a review of the Site Plan criteria and standards as outlined in Article 14.06 General Review Standards. A. Relationship of Proposed Structures to the Site (1) Street frontage, building placement and orientation, transition contrast in scale, pedestrian orientation, and solar gain. The OSC building has been designed to fit into the site and the larger surrounding context of the Mountain View Business Park. The building is set back from Tilley Drive similar to existing buildings within the Mountain View Business Park. The building is placed between GMP and CWD easements / ROW, wetlands, and setbacks, and is positioned to minimize wetland impacts, excavation, and existing ledge removal. Site access is from the existing driveway curb cut that accesses the Red Barn Deli. The site is designed to meet patient centric criteria which is of utmost importance for the OSC. This includes having an easily accessible drop off / pick up area for unloading and helping patients in and out as needed especially if they are using a wheelchair. The two-story building takes advantage of the sloping topography with the main level (for patient use) accessed on the western side with the lower-level access (staff and materials only) on the northeastern side. The two-story building takes advantage of the sloping topography with the main level accessed on the western side with the lower-level access on the northeastern corner. The building and patient entrance are easily seen and accessed from Tilley Drive for patients to know where to go. The building is oriented to take advantage of natural daylight and has Americans with Disabilities Act (ADA) accessible walkways from the parking area to the building. The parking is on the northern portion of the site, north of the GMP and CWD easements, and the building is south of the easements close to Tilley Drive. The proposed handicapped parking spaces meet ADA requirements, are located closest to the main entry of the building, and the spaces shown in the front yard represent the minimum necessary. The building will be energy-efficient and have a solar ready roof. The design of the building reflects UVM Medical Center’s overarching commitment to environmental sustainability goals. This Project will seek LEED certification and be designed to EnergyStar standards. In 2020, the Vermont Commercial Building Energy Standards were updated and there are no longer separate stretch guidelines. The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 5 The site is designed for safe pedestrian access with sidewalks connecting to the existing sidewalk along Tilley Drive and the parking areas. The proposed layout and circulation of the site has been designed to avoid conflicts between vehicles, pedestrians, and delivery vehicles. Patient access to the main floor of the building is separate from the loading docks at lower level. The delivery area has been designed so trucks will not access the parking lot. Deliveries are planned to predominantly occur before or after operating hours. These deliveries mostly consist of loading supplies: clean and dirty linens, etc. (2) Parking Most of the parking areas are located on the northern side of the building. The parking areas have been designed with landscaped islands. The 270 parking spaces shown represent the parking needed for patients and staff for the OSC. The proposed parking areas comply with requirements of Article 13.02 Off Street Parking and Loading. A total of 8 handicapped accessible parking spaces are provided at the front entrance to meet ADA requirements. The handicapped parking spaces shown on the plan are required to meet ADA, need to be located closest to the main entry of the building, and represent the minimum necessary. A total of 17 short term bicycle parking spaces are located near the front entry. A total of 9 long term bicycle storage, including one changing facility and unisex shower and 3 clothes lockers, are located inside in the lower level of the building. (3) Height and scale of building The height and scale of the proposed building is compatible with the site and surrounding buildings. The OSC building is proposed as a 23.4’ two story building and most of the existing buildings along Tilley Drive are of a similar height. Because the building will be built into the slope, it will appear as a one story building traveling east from Route 116. B. Relations of Structures and Site to Adjoining Area The exterior of the OSC building will feature the following materials and construction. The exterior wall construction will be comprised of a steel stud back up system, with a combination of brick veneer and an aluminum composite metal panel system. The brick veneer will respond to the architectural features of several buildings along Tilley Drive. A combination of continuous exterior insulation to reduce thermal bridging and cavity insulation will be used to achieve an effective R30 wall performance. A continuous air/vapor barrier across the entire building envelope will maintain air tightness and prevent water infiltration. A curtain wall system and a punched window system with interior solid surface The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 6 sills will make up the building’s fenestration. The systems will be thermally broken and triple glazed providing a U factor of 0.25. The front entrance vehicular and pedestrian drop off canopy will be clad with composite metal panel and a suspended ceiling with a wood look appearance and integrated overhead lighting. The roof will be a thermoplastic polyolefin (TPO) adhered membrane that will be Energy Star and CCRC certified installed over tapered R50 insulation sloped to interior roof drains. Architectural screening at the roof level, primarily at the west end, will hide rooftop equipment. The building will maintain the overall pattern of development along Tilley Drive. The design takes advantage of the topography as described above. Landscape plantings and buffers provide screening from residential properties to the west and north. This is further enhanced with the use of landscape berms. Overall, the building relates harmoniously with the site and the surrounding business park context. C. Site Amenity Requirement The site amenity area required (6% of non-residential building gross floor area) is 5,040 square feet. There are several private spaces dedicated for use by patients and staff of the OSC. They consist of the following.  An outdoor space that includes a landscaped lawn and patio area with benches located on the south side of the building is provided patients and guests to use. It is approximately 6,800 square feet in size.  An outdoor patio area with landscape plantings and benches is located on the north side of the building is provided for staff. It is approximately 1,200 square feet in size. These two areas total approximately 8,000 square feet, which exceed the required site amenity square footage for the OSC. In addition, the land on northern portion of the site will be conserved as permanent open space. 14.07 Specific Review Standards Below is a review of the Site Plan criteria and standards as outlined in Article 14.07 Specific Review Standards. A. Environmental Protection Standards There are existing Class III wetlands on the site which are shown on the Existing Wetlands Plan sheet W-1.0 prepared by Krebs & Lansing. The wetlands were delineated by Gilman & Briggs Environmental, Inc. in 2019. Wetland A has 3,966 sq. ft. and wetland B has 10,249 sq. ft. on Lot 6. The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 7 Gilman & Briggs Environmental, Inc. prepared a wetlands analysis report. The report analyzes the wetland functions and values of these wetlands and concluded they have minimal functions and values. The proposed driveway accessing the site impacts Wetland B and its buffer. As a result of our sketch plan review, this impact originally proposed at 5,640 sq. ft. was further minimized by shifting the driveway to the east with a retaining wall and guard rail along the west side. The landscape berm surrounding the abutting property impacts Wetland A buffer. This berm is necessary to provide screening to the abutting residential property. Class III Wetlands Impacts - Lot 6 Type Total Sq. Ft. on Lot 6 Proposed Sq. Ft. Impacts Wetland A Class III wetland 3,996 0 Wetland buffer 3,195 Wetland B Class III wetland 10,249 1,745 Wetland buffer 14,900 This results in a total Class III wetlands impact of 1,745 sq. ft. and wetlands buffer impact of 18,095 sq. ft. as shown in the table below. Under Article 12, Section 12.06 F, we are requesting a modification for this Class III wetland buffer impact. This request meets the modification standards as follows. (a) This modification is the minimum required to accommodate the proposed driveway and circulation for the OSC. (b) The OSC will not have an undue adverse effect on the character of the area, or public health and safety. (c) The OSC will not have an undue adverse effect on the ability of the property to adequately treat stormwater from the site. Stormwater will be collected and directed to gravel wetlands along the eastern side of the site which is the lowest spot to efficiently collect stormwater. (d) The OSC will not have an undue adverse effect upon specific wetland functions and values identified in the field delineation. As discussed above and provided in the Gilman & Briggs Environmental, Inc. wetlands analysis report, there are minimal functions and values associated with this Class III wetlands. The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 8 B. Site Design Features The proposed Project complies with the standards for placement of the building, parking, and loading areas, landscaping and screening, stormwater, and lighting. The proposed retaining walls needed on site are 5 feet tall or less. Provided in this submittal are landscape plans and budget, stormwater plans and calculations, and lighting plan with photometrics and cut sheets. C. Access and Circulation The proposed Project is accessed from Tilley Drive and connects with existing transportation systems for pedestrians, bicyclists, motorists, transit riders, and people with disabilities. A network of pedestrian sidewalks connects internally and with Tilley Drive. Bicycle racks provided near the building entrance. The UVM Medical Center has worked in collaboration with the Special Services Transportation Agency (SSTA) to ensure that patients have access to consistent, affordable, and reliable public transportation to access Tilley Drive health care services. SSTA has affirmed its commitment to expand the current Tilley Drive shuttle program that runs on- demand (and requires patients schedule 24 hours in advance) from the University Mall to instead offer four or five fixed route/regularly scheduled trips daily, Monday through Friday. The free shuttle will operate as a direct service from the Green Mountain Transit (GMT) Downtown Transit Center on Cherry Street in Burlington to Tilley Drive. The shuttles will stop at each of the medical office buildings along Tilley Drive, dropping off and picking up riders on their way to or returning from appointments. The proposed layout and circulation of the site has been designed to avoid conflicts between vehicles, pedestrians, and delivery vehicles. Patient access to the main floor of the building is separate from the loading docks at lower level. The delivery area has been designed so trucks will not access the parking lot. Deliveries are planned to predominantly occur before or after operating hours. These deliveries mostly consist of loading supplies: clean and dirty linens, etc. E. Building Form The location and architectural design of the OSC building responds to the open character and setting of buildings along Tilley Drive and the surrounding area, minimizing impacts on existing Class III wetlands and water quality, and provides open space along the northern end of the site, as described in the purpose for the Industrial and Open Space zoning district. The UVM Medical Center Outpatient Surgery Center Project City Site Plan Application Project Narrative June 17, 2022 9 G. Access to Abutting Properties As discussed during Sketch Plan review for the OSC, the UVM Medical Center is happy to work with the City and O’Brien Eastview development to the north on the location of a future roadway A connection through the northern end of Lot 6. The exact location can be determined at a later date once it is decided whether the City wants to make the connection and where it should be located. The UVM Medical Center is concerned that a driveway connection to future roadway B could result in vehicles using its parking area and entrance road as a cut-through, which could negatively impact arriving and departing surgery patients. Consequently, we do not support such a connection. H. Utility Services The proposed utilities for the OSC: electric, cable, etc. will be placed underground. However, there is an existing GMP right-of-way that bisects the site with above ground poles and lines which will remain as is. I. Disposal of Wastes Proposed solid waste storage will be inside the lower level of the OSC building with access at the loading docks. This will comply with recycling and composting requirements and will not be visible from off site. UVM-OSC LANDSCAPE NARRATIVE Entering the site from Tilly drive the visitors are directed north up a tree lined drive with a flanking 8’ wide pedestrian sidewalk. 50 yards up the visitor is given a choice to make a right turn into a one way drop off loop or to continue straight ahead to visitor parking, employee parking and back of house. The drop off loop provides covered access to the building main entry as well as short term and ADA parking. There will be short term bike parking in this area and access to bus and shuttle connections. The pedestrian areas will consist of accessible concrete paving, benches and beautiful layered landscape planting. The island that separates the main drive to the north from drop off is a wetland and wetland buffer. Appropriate native species will be employed in these areas. Beyond the drop off loop the visitor is confronted with another right hand turn option. This access will be two bays of patient long term parking in close proximity to the facility entrance. Beyond this parking the road continues to the back of house/service areas. These areas include loading docks, compactors, emergency generator, chillers, future fuel cell, and oxygen farm. It is expected that all delivery vehicles will use this route, turn around in the service are and leave they way they entered. Beyond this right hand turn the visitor is directed into the larger parking area. This parking area will provide for patient parking closest to the building and employee parking beyond. The parking areas are double loaded aisles handsomely landscaped with trees and shrubs meeting and exceeding the local code. The grades in these lots as with sidewalk design are all fully accessible. Screening berms and plantings will be placed along the western and northern property edges as collaboratively designed with neighbors. As the visitors leave their cars and walk south towards the surgery center they will be provided multiple accessible sidewalk routes. These sidewalks make their way through the site handsomely landscaped buffer between the parking and building. This buffer will have several species of trees including evergreen and flowering species. The steeper grades will be planted with fragrant sumac to stop erosion. There will also be pedestrian scale lighting along the walks to the front entry. As the visitors safely cross the service access towards the building they will experience further layered landscape planting with retaining walls holding the grade up to the building. From there they will pass through a small open plaza with concrete pavers and benches and into the drop off/building entry area. Once in the building the visitors will have the ability to access a large visitor garden area. this sunny south facing area will have board form concrete seat wall, a generous paved terrace, shade trees and covered seating with Adirondack chairs and movable cafe table and chairs. From the terrace one can move west to a circular garden space with lawn and a varied selection of shrubs perennials and ornamental grasses. For the employees in the building there will be an exterior employee terrace and garden area to the north of the building. This space is furnished with concrete pavers, benches, tables and chairs. The garden will have extensive plantings and architectural screens to create a welcome break area. The site will be fully lit to IES standards with LED fixtures with energy saving light control system. There will also be emergency call boxes at regular intervals throughout the site. Memo 164 Main Street, Suite 201 | Colchester, Vermont | P: (802) 878-0375 | email@krebsandlansing.com UVM Medical Center – Outpatient Surgery Center Stormwater The project is located on an undeveloped lot with clay soils and shallow depths to ledge. These conditions did not support a Tier 1 infiltrative stormwater treatment practice so the design focused on the use of Tier 2 Gravel Wetlands. There is a gentle ridge that divides the drainage from the westerly third of the site from the remaining areas to the east. The site design incorporated this topography with the grading and stormwater collection system to direct the runoff to two new Gravel Wetlands located along the eastern limits of the property. The two treatment practices are needed because an existing waterline extends across the property, effectively dividing the site into a north and south watershed. The south watershed contains 2.78 acres of new impervious that includes the building, driveway, drop-off loop, loading dock, sidewalks, and hardscape around the building. This runoff is collected and piped to Gravel Wetland #1, located east of the new building. This watershed collects a portion of the Red Barn Deli’s driveway which is not currently treated. It will be treated as a site balancing offset to meet the LDR 13.05 requirement of providing 100% WQv treatment for the project. There are a couple small areas of new sidewalk that are not captured and treated on site. The north watershed includes 1.91 acres of new impervious which primarily contains the large parking lot at the northern end of the site. This runoff is treated in Gravel Wetland #2. Both stormwater treatment practices are sized to meet the standards in the Vermont Stormwater Management Manual but also meet the 25 year stormwater detention requirements outlined in LDR Section 13.05. Water Supply The project is proposing to extend a new 8” waterline from the South Burlington Water Department’s main on the north side of Tilley drive to the mechanical connections on the east side of the building. The waterline will provide supply for both domestic and fire protection demand. The rule based domestic flow calculations are provided below based on the proposed building uses. A second waterline is proposed on the west side of the building for the purposes of feeding a new fire hydrant. The fire chief approved fire department connection is located on the west side of the building near the entrance. A hydrant is required to be installed within 100 feet of the building’s fire department connection. Water & Wastewater Calculations (based on Wastewater System & Potable Water Supply Rules) Medical Office Total GPD/each Total Flow Provider (Doctor/Nurse/Medical Employee) 146 32 4,672 Non-medical staff 30 13 390 Patient 74 4 296 Mechanical Flows 4,483 Total Proposed Water & Wastewater Design Flows: 9,841 GPD PAGE [ 2 ] Wastewater The project will connect to an existing gravity sewer system that extends through the southerly limit of the parcel to an existing pump station on the south side of Tilley Drive. The pump station discharges to the municipal system on Hinesburg Road. The project will install a new underground storage tank adjacent to the existing pump station to provide the necessary emergency storage. The rule based wastewater flow calculations are provided above based on the proposed building uses. Erosion Prevention & Sediment Control Construction is anticipated to begin in the spring of 2023 and continue for approximately 17 months. Over the entire construction duration, the project will combine for approximately 10.32 acres of total disturbance. This includes all the project related disturbances, the staging areas, and temporary construction related impacts for support activities. The project will require an Individual Construction Stormwater Discharge Permit from the state. Plan sheets C3.1 through C3.5 include the erosion prevention and sediment control design for preconstruction, post construction stabilization, and each season of construction. The construction phasing and EPSC strategy is outlined on the plans. 1 UVM Medical Center Outpatient Surgery Center Section 14.06C Site Amenity Requirements July 12, 2022 14.06C. Site Amenity Requirement According to Section 14.06C of the South Burlington LDR’s, the site amenity area required for the Outpatient Surgery Center (OSC) project is 6% of non-residential building gross floor area. The gross floor area of the OSC building is 84,006 sq. ft., which would equate to a minimum of 5,040 square feet of site amenity area that needs to be provided. The following information identifies how the OSC Project meets the Civic Space / Site Amenity Requirements identified in Article 11B. 1. Courtyard As part of this Project, an outdoor courtyard space is located on the south side of the building with easy access from the main entrance and indoor spaces that includes a landscaped lawn and terrace area with amenities. This courtyard is approximately 6,800 square feet in size with extensive landscape plantings consisting of trees, shrubs, perennials, and ornamental grasses within and defining it. Part of the space has concrete pavers bordered by a concrete freestanding seat wall with lighting. There are six bistro tables with thirty chairs for use by patients and their families. The requirements for a courtyard include it must be a minimum of 5,000 sq. ft. in size, provide seating for each 500 sq. ft. of space which would be a minimum of 14 seats for this project, have substantial plantings, and be physically defined by surrounding building on three or four sides. This space meets the minimum 5,000 sq. ft. size, has more than double the minimum seating required, has substantial landscape plantings surrounding the terrace and lawn area, and is defined by two sides of the building and a stone wall on one side. The goal of this OSC project is to support outpatient surgery today and in the future with a patient and family centered experience. With this specialized facility focused on preoperative and postoperative spaces designed to provide patients ready access more efficiently to procedural care, this courtyard will be a respite enhancement for patients and their families. Due to the layout of the building, it is not possible to have this courtyard surrounded by three walls. We request the DRB allow this outdoor space to meet the site amenity requirements as a courtyard. UVM Medical Center Outpatient Surgery Center Section 14.06C Site Amenity Requirements July 12, 2022 2 In addition to this outdoor courtyard space, the OSC project also has a private space for its employees located on the north side of the building. It would meet the definition of a snippet/parklet as described below. 2. Snippet/Parklet (600 sq. ft. to 4,000 sq. ft.) An outdoor patio area with landscape plantings, tables and chairs, and benches is located on the north side of the OSC building intended for employees. An entry into the lower level of the building borders the area. There are privacy screens on top of board form finish concrete retaining walls on two sides and the OSC building defines the other two sides of the parklet. There are significant landscape plantings in this space consisting of deciduous shrubs, perennials, and ornamental grasses. The seating area is surfaced with concrete plank pavers. The parklet is approximately 1,200 square feet in size. The requirements for a snippet/parklet are that it is a small sitting area clearly intended to provide respite between or adjacent to buildings, may serve general public or employees, should be between 600 and 4,000 sq. ft., must be directly adjacent to an operable building entry, seating must be the main focus, and landscaping be a primary component. This outdoor patio area meets the parklet size requirements, provides seating adjacent to the building and is the main focus of the space, is intended to serve the employees of the OSC, is adjacent to a building entry, and has substantial landscape plantings within and bordering it. 3. Greenway In addition, the land on northern portion of the site will be conserved as permanent open space with a connection to a future recreation path. This would meet the greenway civic space definition as it would be a natural green space with a recreation path connected to a larger trail network with a future overlook space. In summary, the OSC Project is providing a courtyard and parklet that meet the site amenity requirements identified in Section 14.06C of the City of South Burlington LDR. These two areas total approximately 8,000 square feet which exceeds the required site amenity 5,040 sq. ft. for this Project. Additionally, the conservation of the northern portion of the site as open space with future recreation path connection meets the greenway requirement. We are requesting the DRB allow the outdoor space at the front of the building to meet the courtyard requirements. UVMMC OSC Landscaping Costs 6/17/2022 3% of $250,000 $7,500.02 2% of $250,000 $5,000.02 1% of $50,698,017 $506,980.19 TOTAL MINIMUM REQUIRED BY FORMULA $519,480.23 Landscape Plants $353,906.50 Landscape Planting Materials $216,607.00 Patio Terraces $56,225.00 TOTAL PROVIDED $626,738.50 Minimum Landscape Required for Estimated $50 Million Construction Cost Landscape Costs for OSC UVM-OSC Lot 6; Tilley Drive South Burlington, VT 05403Landscape Planting Probable Cost - June 16th, 2022ON - SITE PLANTINGQTY. EAUNIT COSTTOTAL COSTAcer x freemanii 'Autumn Blaze' - AUTUMN BLAZE MAPLE - 3 - 3 1/2" CAL25 EA $2,000.00 $50,000.00Amelanchier grandiflora 'Autumn Brilliance' - AUTUMN BRILLIANCE SERVICEBERRY - 2 - 2 1/2" CAL.7 EA $1,065.00 $7,455.00Acer rubrum - RED MAPLE - 3 - 3 1/2" CAL. 5 EA $2,000.00 $10,000.00Betula nigra 'Heritage' - HERITAGE RIVER BIRCH - 3 1/2" - 3" CAL. 8 EA $1,100.00 $8,800.00Gleditsia triacanthos - HONEYLOCUST - 3 1/2 - 4" CAL.15 EA $1,600.00 $24,000.00Nyssa sylvatica - BLACK TUPELO - 3 - 3 1/2" CAL. 5 EA $2,000.00 $10,000.00Picea abies - NORWAY SPRUCE - 6 - 8' HT.11 EA $700.00 $7,700.00Picea glauca - WHITE SPRUCE - 6 - 8' HT.23 EA $700.00 $16,100.00Pinus strobus - EASTERN WHITE PINE - 6 - 8' HT.8 EA $565.00 $4,520.00Quercus bicolor - SWAMP WHITE OAK - 3 - 3 1/2" CAL. 3 EA $2,000.00 $6,000.00Quercus palustris - PIN OAK - 3 - 3 1/2" CAL. 3 EA $2,000.00 $6,000.00Syringa reticulata 'Ivory Silk' - JAPANESE TREE LILAC - 3" CAL. 3 EA $750.00 $2,250.00Thuja occidentalis 'Nigra' - BLACK ARBORVITAE - 6'-8' B&B30 EA $810.00 $24,300.00Ulmus x 'Accolade' - ACCOLADE ELM - 3 - 3 1/2" CAL. 4 EA $2,000.00 $8,000.00Large Shrubs46 EA $205.00 $9,430.005 Gal. Shrubs192 EA $150.00 $28,800.003 Gal. Shrubs512 EA $125.00 $64,000.002 Gal. Shrubs14 EA $71.50 $1,001.001 Gal. Shrubs11 EA $23.50 $258.50Ornamental Grasses - 2 Gal.68 EA $45.00 $3,060.00Ornamental Grasses - 1 Gal.1,333 EA $24.00 $31,992.00Perennials - 1 Gal.756 EA $40.00 $30,240.00TOTAL$353,906.50Wagner Hodgson Landscape Architecture Gilman & Briggs Environmental, Inc. 1 Conti Circle, Suite 5 Barre, Vermont 05641 Tel: (802) 479-7480; FAX: (802) 476-7018 team@gbevt.com Two wetlands have been identified in the vicinity of Mountain View Business Park Lot 6 off Tilley Drive in South Burlington. These wetlands are shallow depressions on formerly agricultural lands. They were originally delineated in April 2006 using the methodology found in the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual, and re-delineated in October 2019 using the Manual and the 2009 Regional Supplement as required by the Vermont Wetland Rules . Neither wetland is shown on the Vermont Significant Wetlands Inventory, and because of their size, location and lack of functional value, they were determined to be Class III by the Vermont Department of Environmental Conservation on 28 October 2019. These wetlands occupy areas mapped as poorly drained Covington silty claw and are dominated by reed canary-grass (Phalaris arundinacea), meadow foxtail (Alopecurus pratensis), as sedge (probably Carex crawfordii), creeping bent (Agrostis stolonifera) and water-pepper (Persicaria hydropiper). They would be classified as seasonally saturated emergent (PEME) wetlands. I performed an analysis of these wetlands’ functions and values, and per Art. 12.02 D(1) of the Regulations, we submit the following report: Water Storage for Flood Water and Storm Storage: These wetlands are very small, not contiguous to streams and not part of a collection of small wetlands that that provide this function collectively. Additionally, there is minimal storage capacity in these wetlands. Surface and Ground Water Protection. These wetlands are very small, not contiguous to streams and not part of a collection of small wetlands that that provide this function collectively, therefore their capacity to perform this function is limited, and because there is no evidence of pollutant or sediment input, they also lack the opportunity to perform the function. Fish Habitat. There is no open water associated with these wetlands and no connection to wetlands that may contribute to the function, therefore they do not provide fish habitat. Wildlife Habitat. Wetland hydrology and character in these wetlands are at the drier end of the scale and do not support wetland dependent species, and current use results in frequent cutting and mowing. We did not note the presence of any wetland dependent species in either of these wetlands. Exemplary Wetland Natural Community. These wetlands meet none of the physical and vegetative characteristics that denote exemplary wetland natural communities. Rare, Threatened, and Endangered Species Habitat. No rare, threatened, or endangered species are associate with these wetlands. Education and Research in Natural Sciences. These wetlands lack any characteristics that would contribute to this function. Recreational Value and Economic Benefits. These wetlands lack any characteristics that would contribute to this function. Open Space and Aesthetics. Although these wetlands are readily visible from either Tilley Drive or Old Farm Road, they are more likely to be perceived as merely part of a hayfield than wetlands. Neither wetland has any special or unique aesthetic quality. Erosion Control Through Binding and Stabilizing the Soil. There are no erosive forces associated with these wetlands and therefore no opportunity to perform this function. Based on the foregoing, I conclude that encroachment into the wetlands and their buffer zones will not adversely affect the ability of the property to carry or store flood water adequately (Art. 12.02 E(3)(a), will not adversely affect the ability of the proposed stormwater treatment system to reduce sedimentation according to state standards (Art. 12.02 E(3)(b). and because the wetlands have minimal functions and values, Art. 12.02 E(3)(c) of the Land Development Regulations does not apply. Sincerely, Errol C. Briggs 28 July 2021 Date: 27 May 2022 To: Dave Keelty, UVM Medical Center Director Facilities Planning and Development From: Corey Mack, PE Subject: UVM Medical Center Outpatient Surgery Center Transportation Impact Study WCG has prepared a transportation impact study (TIS) for the proposed University of Vermont Medical Center (UVMMC) Outpatient Surgery Center located on Lot 6 of the Mountain View Office Park along Tilley Drive in South Burlington, VT. The proposed Outpatient Surgery Center consists of an 84,006 square foot building containing twelve operating rooms, as well as pre- surgery and post-operation recovery spaces, a sterile reprocessing area, a material handling area, and other associated medical service and administrative functions. The site will access Tilley Drive through an existing driveway shared with the Red Barn Market & Deli; Tilley Drive intersects with Hinesburg Road / VT-116 approximately 300 feet west of the shared driveway. This TIS includes the following analysis: 1. Project Parameters, including a project description and trip generation estimate 2. Existing Roadway Conditions, describing the existing road network and crash history 3. Traffic Projections, including traffic adjustments, trip distribution, and other development volumes 4. Capacity and Warrant Analyses, documenting estimated operating conditions 5. Bicycle, Pedestrian, and Transit Access, evaluating non-motorized access to the site 6. Impact Fee Estimates, for Act 145 and City of South Burlington impact fees. SUMMARY OF FINDINGS AND RECOMMENDATIONS • The UVMMC is proposing to construct an 84,006 SF Outpatient Surgery Center. The proposed facility will conduct only outpatient surgical procedures, with no clinical, diagnostic, administrative, or other medical appointment or walk-in services. • The facility may serve approximately 112 patients per day, with an estimated staff of 215 physicians, nurses, students, and other medical system professionals and associated staff. • Based on the staffing and patient arrival and departure models, the proposed site is estimated to generate 103 new external vehicle trips in the AM peak hour, and 110 new external vehicle trips in the PM peak hour. • There are no state designated High Crash Locations within one road mile of the proposed site. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 2 • The proposed driveway location, utilizing the existing Red Barn Market & Deli driveway opposite 62 Tilley Dr, exceeds required minimum and design target sight distances for safe and efficient vehicle access. • Traffic modeling scenarios predict that there will be no unreasonable congestion associated with the proposed traffic generated from the project. The traffic congestion performance measures, including the Levels of Service and volume to capacity ratios, meet applicable VTrans policy guidelines. • The proposed driveway, utilizing the existing Red Barn Market & Deli driveway opposite 62 Tilley Dr, is expected to perform well below the congestion and capacity thresholds. • An eastbound left turn lane on Tilley Drive into the proposed shared driveway is not warranted by volume or recommended by engineering judgment. • The proposed site includes substantial bicycle and pedestrian accommodation and electric vehicle charging infrastructure. No significant impacts to the transportation system have been identified, and no mitigation is warranted or recommended. • The proposed site may be assessed an Act 145 Transportation Impact Fee of $33,722, and a City of South Burlington Transportation Impact Fee of $109,985. Based on the analysis conducted for this report, it is our professional judgement that the proposed project will not cause or exacerbate any unreasonable congestion or unsafe conditions on the local roadway network and will not unnecessarily or unreasonably endanger the public's investment in any local roads, highways, or related infrastructure. 1. PROJECT PARAMETERS The proposed UVMMC Outpatient Surgery Center site is illustrated in Figure 1. As detailed in the proposed project schematic design package: “[UVMMC] is planning to construct a new Outpatient Surgery Center in order to replace the surgical capacity formerly available at the Fanny Allen Campus and handle a wider and more sophisticated variety of surgical procedures and increased projected future surgical volume anticipated over the next 10 years. The development program for the proposed +/- 84,006 GSF building will include 12 operating rooms as well as adjacent pre-surgery and post-operative recovery spaces to be located on the ground level floor. Patient and staffing models provided by UVMMC indicate the site will conduct 112 surgical procedures on a peak day with 215 employees on site. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 3 FIGURE 1: PROPOSED SITE PLAN LANDSCAPE SCHEMATIC, FEBRUARY 2022 UPDATE WITH LATEST SITE PLAN WHEN AVAILABLE UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 4 Additional features described in the design package include: • Registration area with adjoining waiting room • Sterile reprocessing area • Material handling area • Separate employee entrance and support facilities, including changing area, locker and shower rooms, and lactation room • Conference room / classroom for staff meeting and training activities • 270 parking spaces As an outpatient surgical facility, the site is not intended for overnight care. Meal services are not included for patients or employees. The site will not provide clinical, diagnostic, administrative, or any other medical appointments or walk-ins. There will be no on-site retail pharmacy. All pre- and post-surgical appointments will be conducted at other UVMMC sites. The only services to be performed at the proposed site are outpatient surgical procedures. Estimated Trip Generation Trip generation refers to the number of vehicle trips originating at or destined for a particular land use development. Often, data from the Institute of Transportation Engineers (ITE) can be applied to estimate base vehicle trip generation associated with the former and proposed land uses. Base vehicle trips are the total estimated vehicle trips prior to any reductions associated with internal capture, pass-by, or transportation demand management (TDM) practices. The ITE Trip Generation Manual, 11th Edition includes trip generation data for several types of medical facilities, including land use code (LUC) 610: Hospital, LUC 630: Clinic, and LUC 720: Medical Dental Office. Given the specific outpatient surgical nature of the proposed facility, these broad land use descriptions do not represent the specialized services to be performed at the proposed site. To estimate trip generation, WCG evaluated the staffing and patient levels proposed by UVMMC. UVMMC identified a proposed staffing level of 215 employees with 112 daily patients for the 12 operating room facility. The staffing and patient models identified arrival and departure times for both patients and staff. In addition, WCG added trips for estimated patient and employee drop-offs and pick-ups, mid-day employee departures and returns, and hourly support and delivery vehicles entering and exiting the site. The overall arrival and departure trip generation model is presented in Attachment A. The resulting estimated AM peak hour, PM peak hour, and average weekday base trip generation of the proposed site is documented in Table 1. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 5 TABLE 1: ESTIMATED BASE VEHICLE TRIP GENERATION OF THE PROPOSED UVMMC OUTPATIENT SURGERY CENTER While the Outpatient Surgery Center is being developed as a standalone site, the proximity of the nearby Red Mill Market & Deli creates a complimentary land use pair. Some trips destined to or originating from the Outpatient Surgery Center will also stop at the Market & Deli. Trips made between the two sites regardless of travel mode (walk, bike, drive or other) will not travel along Tilley Drive and are considered internally captured. This capture of trips internal to the site has the net effect of reducing vehicle trip generation between the overall development site and the external street system (compared to the total number of trips generated by comparable land uses developed individually on stand-alone sites). Internally captured trips have been estimated using the recommended methodology in the ITE Trip Generation Handbook1 and are shown in Table 2. TABLE 2: INTERNALLY AND EXTERNALLY GENERATED TRIPS AT THE PROPOSED UVMMC OUTPATIENT SURGERY CENTER The Lot 6 Tilley Drive location has been specifically selected by the applicant due to the site’s location near other UVMMC facilities on Tilley Drive (62 Tilley Drive, 118 Tilley Drive, and 180 Tilley Drive), existing transit service, and a robust existing and planned bicycle and pedestrian path system. These physical features, coupled with UVMMC’s commitment to transportation demand management (TDM) practices, are likely to result in reduced vehicle travel to the site. Using VTrans TDM Guidance2, the net reduction in external trip generation can be estimated by accounting for the physical infrastructure on and near the site, coupled with organizational TDM policies. Applicable trip generation reductions are compiled in Table 3. 1 NCHRP Report 684 - Enhancing Internal Trip Capture Estimation for Mixed-Use Developments 2 VTrans Transportation Demand Management (TDM) Guidance, February 2016 Daily Base Description Size Unit Enter Exit Total Enter Exit Total Total UVMMC OSC - Custom 84.1 KSF 113 13 126 15 114 129 918 AM Peak Hour PM Peak Hour Base Base Internal External Description Enter Exit Total Enter Exit Total Enter Exit Total Enter Exit Total Total Total UVMMC OSC - Custom 4 5 9 109 8 117 1 3 4 14 111 125 44 874 Daily ExternalInternal Internal External AM Peak Hour PM Peak Hour UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 6 TABLE 3: ELIGIBLE TRIP GENERATION REDUCTIONS FROM TDM FEATURES Of the estimated external trips calculated in Table 2, a portion of them would be addressed through the TDM features in Table 3. Table 4 indicates the portion of the external trips that would be addressed through the TDM features, along with the resulting external vehicle trips that would then interact with the surrounding road network. TABLE 4: EXTERNAL VEHICLE AND TDM-MITIGATED TRIPS The total estimated external vehicle trip generation in the AM peak hour, PM peak hour, and average weekday is summarized in Table 5. TABLE 5: TOTAL ESTIMATED EXTERNAL VEHICLE TRIP GENERATION ASSOCIATED WITH THE PROPOSED DEVELOPMENT SITE Consultation with City of South Burlington and VTrans Development Review Services resulted in a study area which included the site driveway and all intersections receiving 75 trips or more in the peak hours, consistent with standard VTrans TIS Guidelines. The Study area includes the proposed site driveway on Tilley Drive and the intersections of VT-116 with Tilley Drive, Old Farm Road, and Kennedy Drive. These intersections relative to the project area are illustrated in Figure 2. TDM Elements Physical Exterior bicycle racks 0.5% Secure interior bicycle storage 1% Showers and lockers 1% Parking supply management 3% Organizational TMA Membership (large site, >100 employees)9% Total Cumulative Reduction 14.5% Max Reduction 12% TDM Ext. Veh. Description Enter Exit Total Enter Exit Total Enter Exit Total Enter Exit Total Total Total UVMMC OSC - Custom 13 1 14 96 7 103 2 13 15 12 98 110 105 769 AM Peak Hour PM Peak Hour Daily External VehicleTDM Trips External VehicleTDM Trips Daily Ext. Veh. Description Enter Exit Total Enter Exit Total Total UVMMC OSC - Custom 96 7 103 12 98 110 769 AM Peak Hour PM Peak Hour External Vehicle External Vehicle UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 7 2. EXISTING ROADWAY CONDITIONS The proposed project is located on Lot 6 of the Mountain View Business Park, a commercial subdivision along Tilley Drive in South Burlington, Vermont. The site is located on the north side of Tilley Drive, with a single access point which is shared with the Red Barn Market & Deli. Figure 2 illustrates the location of the proposed site relative to the existing and planned future local roadway network. FIGURE 2: EXISTING SITE AND STUDY INTERSECTIONS RELATIVE TO LOCAL ROAD NETWORK Existing Road Network Tilley Drive is a Class 3 Town Highway (TH-215) with one lane in each direction and a total curb-to-curb width of 30 feet. There is an 8-foot asphalt shared use path on the north side of Tilley Drive. The speed limit of Tilley Drive is not posted. There are no centerline or edge line markings along the road. Hinesburg Road (VT-116) is a state highway under Vermont Agency of Transportation jurisdiction. VT-116 is classified as a Principal Arterial and is included in the Federal Aid Highway System. The width of VT-116 varies throughout the study area between 31 feet and 48 feet, with flares for turn lanes at primary intersections. The speed limit of VT-116 is 40 mph UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 8 south of I-89, 35 mph from I-89 to Kennedy Drive (through the Tilley Drive intersection), and 30 mph north of Kennedy Drive to its terminus at Williston Road (US-2). A sidewalk is present on the west side of VT-116 north of Tilley Drive through Kennedy Drive to Williston Road. Existing off-road shared use paths are present along Tilley Drive and through many adjacent roadways, including Community Drive, Kimball Ave, Eldridge Street, and Kennedy Drive, with additional paths proposed to be constructed on adjacent lots in the Hillside and Eastview developments along Old Farm Road. Future Road Network City of South Burlington planning documents have identified three significant future roadway projects, illustrated in Figure 2: Tilley Drive extension to Community Drive, the I/C Road between Tilley Drive and Kimball Avenue, and a new interchange with I-89 at Hinesburg Road and Tilley Drive (Exit 12B). Proceeds from the City’s Transportation Impact Fee are assigned to fund the Tilley Drive Extension project (among others), however there is no current schedule for design, permitting, or construction of the roadway extension. The I/C Road will be constructed from Kimball Avenue to the Mountain View Business Park property line as part of the adjacent Hillside development along Old Farm Road. There is no scheduled project to design, permit, or construct the remaining portion of the I/C Road or the Exit 12B interchange. Study Intersections The Study Intersections are illustrated in Figure 2 and include the following (from north to south): 1. Hinesburg Road (VT-116) & Kennedy Drive. VT-116 and Kennedy Drive are both principal arterials, with Kennedy Drive under local jurisdiction. The roadways meet at a signalized intersection with permissive left turn phasing on all approaches, and a northbound right overlap phase. The northbound and southbound approaches of VT-116 include one dedicated left, through, and right turn lane, and the eastbound and westbound Kennedy Drive approaches include two through lanes, with one dedicated left and right turn lane. The pedestrian phase is exclusive. 2. Hinesburg Road (VT-116) & Old Farm Road. VT-116 is uncontrolled in both approaches to Old Farm Road. Old Farm Road is a local road under local jurisdiction and is stop controlled with one approach lane to VT-116. A northbound right turn lane and a single through lane in each direction is present on VT-116. 3. Hinesburg Road (VT-116) & Tilley Drive / John Fay Road. Tilley Drive and John Fay Road intersect with Hinesburg Road / VT-116 approximately 300-feet west of the existing Red Barn Market & Deli driveway. The westbound approach of Tilley Drive is stop controlled and consists of a dedicated left turn / through lane and right turn lane, but with no lane markings the length of turn lane is unclear. John Fay Road consists of a single stop controlled eastbound approach lane. The VT-116 approaches are UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 9 uncontrolled, with dedicated northbound left turn, through, and right turn lanes, and a dedicated southbound left turn lane and shared through / right turn lane. The Hinesburg Road & Tilley Drive / John Fay Road intersection is under construction for signalization, with construction scheduled to be completed in the Spring / Summer of 2022. The signalized intersection is expected to allow permissive / protected southbound left turns. The project will include a pedestrian crosswalk. The pedestrian crossing phase is expected to be concurrent with the adjacent vehicular phases. 4. Tilley Drive and Shared Site Driveway / 62 Tilley Drive Driveway. Tilley Drive is uncontrolled in both approaches to the existing site driveway / 62 Tillet Drive driveway intersection. The intersection is approximately 300-feet east of VT-116. The northbound 62 Tilley Drive approach and southbound existing site driveway are both stop controlled, with one lane serving all turning movements. Crash History WCG reviewed the most recent high crash location (HCL) report prepared by VTrans using 2012-2016 crash data. According to the HCL report, there are no state-designated HCL intersections or segments near the project site, illustrated in Figure 3. The nearest HCLs are located along Williston Road and Dorset Street, over 1 mile away. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 10 FIGURE 3: NEAREST STATE DESIGNATED HIGH CRASH LOCATIONS TO THE PROJECT SITE WCG reviewed reported crashes from January 1, 2017 through December 31, 2021 along Hinesburg Road within ¼ mile of Tilley Drive and Old Farm Road, and along the entire length of Tilley Drive. These crashes are shown in Figure 4. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 11 FIGURE 4: REPORTED CRASHES ALONG TILLEY DRIVE AND ALONG HINESBURG ROAD WITHIN 1/4 MILE OF OLD FARM ROAD AND TILLEY DRIVE 19 crashes were reported within these limits over five years. Three of these crashes (16%) resulted in an injury; the remaining 16 crashes were property damage only. Other notable crash data statistics: • Crash type: six (32%) rear end, three (16%) left turn related, one (5%) right turn related, one (5%) sideswipe, eight (42%) undefined • Surface condition: three (16%) crashes on snow surface, one (5%) crash on wet surface, 15 (79%) dry or undefined • Season: six (32%) crashes in summer, six (32%) in fall, four (21%) in winter, three (16%) in spring At the Hinesburg Road & Tilley Drive / John Fay Drive, there were 8 reported crashes. Six of these crashes occurred in 2018 or 2019, prior to the installation of the northbound and southbound left turn lanes into Tilley Drive. Two crashes occurred in January 2020 following the intersection widening. One crash was a rear end on the Tilley Drive approach, and the second was left turn broadside crash from Tilley Drive; both of these crashes appear to be correctable by signalization. The signal on Tilley Drive is expected to be operational prior to occupancy of the proposed project. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 12 Sight Distance As defined in the 2018 publication A Policy on Geometric Design of Highways and Streets, from the American Association of State Highway and Transportation Officials (AASHTO), sight distance is the “the length of roadway ahead that is visible to the driver.”3 Sight distances of sufficient length are necessary at all points along a roadway to ensure vehicles can safely stop or avoid colliding with potential obstructions or other vehicles on the roadway. Standard practice in assessing intersection safety and operations involves measuring two separate sight distances – stopping sight distance and intersection sight distance. Stopping sight distance (SSD) is the visible distance along a roadway between an advancing motorist and a potential obstacle in the roadway. It is measured from a point representing the approaching driver’s eye and a point representing an obstacle in the roadway.4 Stopping sight distances of adequate length are needed along all roadways, both at and away from intersections, so that drivers travelling at design speeds can react to potential obstacles and safely brake to avoid collisions. Design minimum stopping sight distances are calculated based on factors such as design speed, response times, and grades as reported in the 2018 Policy on Geometric Design of Highways and Streets.5 Intersection sight distance (ISD) is the distance available along the major road travelled way corresponding with the maximum visibility between an advancing motorist on the major road and an entering motorist on an intersecting minor road. It is measured between a point representing the advancing driver’s eye above the major road and a point representing the entering driver’s eye above the intersecting road.6 The 2018 Policy on Geometric Design of Highways and Streets states that the available intersection sight distance should be at least equal to the required stopping sight distance along the major road. 3 American Association of State Highway and Transportation Officials, A Policy on Geometric Design of Highways and Streets, Seventh Edition (Washington D.C.: American Association of State Highway and Transportation Officials, 2018). Page 3-2. 4 As noted in the 2018 Policy on Geometric Design of Highways and Streets (page 3-15), the height of the driver’s eye is assumed to be 3.5’ above the road surface and the height of a potential obstacle is 2.0’ above the road surface. 5 American Association of State Highway and Transportation Officials, A Policy on Geometric Design of Highways and Streets, Seventh Edition (Washington D.C.: American Association of State Highway and Transportation Officials, 2018). Page 3-5 to 3-6. 6 As noted in the 2018 Policy on Geometric Design of Highways and Streets (page 3-16), the height of the driver’s eye of the approaching vehicle is assumed to be 3.5’ above the road surface of the major road and the height of the driver’s eye of the entering vehicle is assumed to 3.5’ above the minor road surface. The decision point offset from the travel way varies with sight conditions (page 9-38); in this case we assume the decision point is 15-feet from the travel way. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 13 “Sight distance is also provided at intersections to allow the drivers of stopped vehicles a sufficient view of the intersecting highway to decide when to enter the intersecting highway or to cross it. If the available sight distance for an entering or crossing vehicle is at least equal to the appropriate stopping sight distance for the major road, then drivers have sufficient sight distance to anticipate and avoid collisions.” However, when possible, it is desirable to have intersection sight distances that exceed the design minimum stopping sight distances to offer improved operations, such that major road traffic need not decelerate to accommodate entering traffic. “However, in some cases a major-road vehicle may need to stop or slow to accommodate the maneuver by a minor road vehicle. To enhance traffic operations, intersection sight distances that exceed stopping sight distances are desirable along the major road.” Based on an assumed 35-mph operating speed and a 3% westbound uphill grade along Tilley Drive, the design target intersection sight distance for turning traffic is 335 feet to the left and 390 feet to the right at the existing site driveway on Tilley Drive. The design minimum stopping sight distance is 240 feet in the westbound direction, and 260 feet in the eastbound direction. We measured intersection and stopping sight distances at the proposed site driveway. These sight distances are shown in the following figures, and the measured intersection and stopping sight distances are presented in the accompanying tables. FIGURE 5: DRIVER'S PERSPECTIVE 15-FEET FROM THE EDGE OF TRAVEL WAY AT THE EXISTING SITE DRIVEWAY ALONG TILLEY DRIVE TO THE EAST (LEFT) AND WEST (RIGHT) UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 14 TABLE 6: MEASURED SSD AND ISD AT THE EXISTING SITE DRIVEWAY Stopping Sight Distance Intersection Sight Distance Eastbound Westbound Left (to east) Right (to west) Required Minimum 260’ 240’ 260’ 240’ Design Target - - 335’ 390’ Measured 300’ >350’ >350’ 300’ Sight distances were clear to the intersection with Hinesburg Road, approximately 300 feet to the west. While this is below the design target, vehicles will be traveling at a lower speed after entering Tilley Drive from Hinesburg Road. The existing drive is located near a crest vertical curve, but both stopping and intersection sight distances were measured in excess of 350 feet. Measured sight distances exceed the required minimum and design target distances. 3. TRAFFIC PROJECTIONS This study relies upon design standards and analysis procedures documented in the Highway Capacity Manual 6th Edition,7 Trip Generation,8 A Policy on Geometric Design of Highways and Streets,9 Manual on Uniform Traffic Control Devices (MUTCD),10 Traffic Impact Study Guidelines,11 and the Vermont State Design Standards,12 which are the generally accepted traffic analysis references relied upon by traffic engineering professionals and VTrans for projects of this type in Vermont. Traffic Counts AM and PM peak hour turning movement counts were compiled for each of the four study intersections, with turning movement volumes at the site driveway inferred from the adjacent traffic count and trip generation estimates for their respective existing land uses. The source and date of each count is documented in Table 7. 7 Transportation Research Board, National Research Council, Highway Capacity Manual (Washington, DC: National Academy of Sciences, 2016). 8 Institute of Transportation Engineers, Trip Generation 11th Edition (Washington, D.C.: Institute of Transportation Engineers, 2021). 9 American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 7th Edition (Washington DC: AASHTO, 2018). 10 American Traffic Safety Services Association (ATSSA), ITE, and AASHTO, Manual on Uniform Traffic Control Devices, 2009 Edition (Washington DC: FHWA, 2009). 11 Vermont Agency of Transportation, Policy and Planning Division, Development Review and Permitting Services, Traffic Impact Study Guidelines (April 2019). 12 State of Vermont Agency of Transportation, Vermont State Standards (Montpelier: VTrans, 1 July 1997). UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 15 TABLE 7: STUDY INTERSECTION TRAFFIC COUNTS DETAILS AND ADJUSTMENTS ID INTERSECTION DATE SOURCE TOTAL ADJUSTMENT (2024 / 2029) A Hinesburg Road (VT-116) & Kennedy Drive Wednesday 2/15/22 WCG 1.03 / 1.05 B Hinesburg Road (VT-116) & Old Farm Road Wednesday 2/15/22 WCG 1.07 / 1.09 C Hinesburg Road (VT-116) & Tilley Drive / John Fay Road Wednesday 2/15/22 (AM) Tuesday 2/14/22 (PM) WCG 1.03 / 1.05 n/a Tilley Drive & Existing Site Driveway / 62 Tilley Drive Driveway Wednesday 2/15/22 (AM) Tuesday 2/14/22 (PM) Inferred from C n/a Adjustments to Observed Volumes WCG applied the following adjustments to the observed traffic volumes along Hinesburg Road: 1. Design Hour Volume Adjustment. The design hour volume (DHV) is based on automatic traffic recorder (ATR) count site D124 along Hinesburg Road south of Kennedy Drive and the VTrans Redbook DHV chart. ATR D124 was counted from 4/12/2021 through 4/18/2021 with an estimated 2021 AADT of 7,992 vpd. From the Redbook DHV Chart, the estimated DHV is 929 vehicles per hour. The contributory volumes from the Kennedy Drive and Old Farm Road intersections were used to estimate a DHV adjustment factor for each intersection, and the Tilley Drive intersection was balanced and adjusted to the Old Farm Road volumes. The resulting DHV adjusted volumes represent 2021 DHV conditions. 2. COVID Adjustment. Two continuous traffic count (CTC) stations were reviewed to evaluate AADTs in 2021 compared to pre-pandemic conditions in 2019: CTC D061 on US-2 in Williston, and CTC D040 on US-7 in Colchester. These two sites observed an average of 3.5% more traffic in 2019 than in 2021. This adjustment was applied to account for the effect of changes to background traffic as a result of the COVID pandemic in 2021. Following the COVID adjustments, the volumes represent 2019 DHV traffic conditions. 3. Annual Traffic Growth. The VTrans Redbook recommends a background traffic growth of 10% over 20 years. This results in an annual growth rate of approximately 0.5% per year. This annual growth rate was applied to the 2019 DHV volumes to represent the 2024 build year and 2028 future year (build + 5 years) scenario volumes. The total adjustments for each intersection are shown in Table 7. The adjusted traffic volumes were balanced around the Kennedy Drive intersection. Raw traffic volumes, adjustments, and balancing information can be found in Attachments C and D. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 16 Other Development Volumes WCG consulted with the City of South Burlington to identify planned and permitted but not yet constructed projects that may generate trips through the study area. Four projects were identified: • Tilley Drive Lot 5. Construction of a 54,868 SF medical office building is completed but not operational on Tilley Drive. The project was permitted under Act 250 land use permit 4C1153-7. • O’Brien Farm Hillside and Eastview Developments. The O’Brien Farm Hillside and Eastview projects are phased mixed-use developments located between Kimball Avenue, Old Farm Road, Hinesburg Road, and Kennedy Drive in South Burlington. Based on discussions with South Burlington Planning and Zoning staff, trip generation from the following development phases has been included in the background traffic network: o Hillside (Phases 1 & 2): Includes the full Hillside phases of development located along O’Brien Farm Road and Two Brothers Drive. o Eastview (Residential Only): Includes the residential component of the Eastview phase of development (R1 SF + C1-LR MF Residential Trips), which is located along both sides of Old Farm Road south of Kimball Avenue. Although some buildings in Hillside have been constructed and occupied and would be accounted for in the 2022 raw traffic counts, the entire estimated trip generation from land use permitting documents were added and distributed through the study intersections to be conservative for the phases noted above. • OnLogic Industrial Productions and Office Development. Construction of an industrial production campus is planned on Community Drive. • BETA Technologies Airport Campus Expansion. Construction of industrial, office, and ancillary employee services is planned on Williston Road. The estimated trip generation from land use permitting documents were added and distributed through the study intersections. The total cumulative trip generation and distribution for these other development traffic volumes is illustrated in Figure 6. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 17 FIGURE 6: ESTIMATED TRIP GENERATION RESULTING FROM OTHER DEVELOPMENTS IN THE AM (LEFT) AND PM (RIGHT) PEAK HOURS VT-116 VT-116 0 46 58 0 33 74 0 67 0 73 141 c30 110 129 i30 150 25 14 27 15 26 26 11 Schematic drawing, not to scale 38 64 16 Schematic drawing, not to scale VT-116 Values rounded to the nearest whole number VT-116 Values rounded to the nearest whole number 96 0 58 0 0 0 c40 i40 14 16 46 13 120 20 VT-116 Site Drive VT-116 Site Drive 0 31 79 0 0 0 0 42 33 0 0 0 0 24 0 0 0 103 0 0 0 c50 0 102 c60 29 1 i50 0 53 i60 135 0 5 0 0 0 32 0 0 0 36 23 0 0 0 0 36 19 0 0 0 VT-116 62 Tilley Drive VT-116 62 Tilley DriveKennedy DrOld Farm RdJohn Fay RdWeekday PM Peak Hour Total Other Development Volumes Tilley DrWeekday AM Peak Hour Total Other Development Volumes Tilley DrJohn Fay RdKennedy DrKennedy DrOld Farm RdTilley DrTilley DrKennedy DrSiteSite UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 18 No Build Scenario Volumes The 2024 and 2029 adjusted and balanced turning movement volumes, with other development volumes are presented in Figure 7 and Figure 8. These figures represent the no-build scenario volumes. FIGURE 7: 2024 NO BUILD SCENARIO VOLUMES FOR THE AM (LEFT) AND PM (RIGHT) PEAK HOURS VT-116 VT-116 155 376 126 122 216 145 96 105 192 153 514 c30 453 530 i30 604 194 110 154 119 185 266 86 Schematic drawing, not to scale 204 389 97 Schematic drawing, not to scale VT-116 Values rounded to the nearest whole number VT-116 Values rounded to the nearest whole number 684 7 469 2 14 11 c40 i40 56 40 508 41 680 74 VT-116 Site Drive VT-116 Site Drive 2 435 303 22 0 28 8 441 60 39 0 3 9 64 46 4 1 296 19 25 0 c50 0 317 c60 43 2 i50 1 61 i60 307 1 13 32 0 0 90 18 0 1 477 87 9 0 0 1 456 36 42 0 0 VT-116 62 Tilley Drive VT-116 62 Tilley DriveKennedy DrOld Farm RdJohn Fay RdWeekday PM Peak Hour 2024 No-Build Tilley DrWeekday AM Peak Hour 2024 No-Build Tilley DrJohn Fay RdKennedy DrKennedy DrOld Farm RdTilley DrTilley DrKennedy DrSiteSite UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 19 FIGURE 8: 2029 NO BUILD SCENARIO VOLUMES FOR THE AM (LEFT) AND PM (RIGHT) PEAK HOURS VT-116 VT-116 159 384 127 125 220 147 98 106 197 155 523 c30 462 539 i30 615 198 112 157 122 189 272 88 Schematic drawing, not to scale 208 397 99 Schematic drawing, not to scale VT-116 Values rounded to the nearest whole number VT-116 Values rounded to the nearest whole number 698 7 479 2 14 11 c40 i40 57 41 519 42 693 75 VT-116 Site Drive VT-116 Site Drive 2 445 308 22 0 28 8 451 61 39 0 3 9 65 46 4 1 301 19 25 0 c50 0 323 c60 44 2 i50 1 62 i60 312 1 13 33 0 0 92 18 0 1 487 88 9 0 0 1 466 36 43 0 0 VT-116 62 Tilley Drive VT-116 62 Tilley DriveKennedy DrOld Farm RdJohn Fay RdWeekday PM Peak Hour 2029 No Build Tilley DrWeekday AM Peak Hour 2029 No Build Tilley DrJohn Fay RdKennedy DrKennedy DrOld Farm RdTilley DrTilley DrKennedy DrSiteSite UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 20 Project Trip Generation and Distribution The estimated external vehicle trip generation presented in Table 5 was distributed proportionally to the no-build traffic volumes. The resulting trip generation and distribution is illustrated in Figure 9. FIGURE 9: DISTRIBUTION OF THE ESTIMATED TRIP GENERATION FROM THE PROPOSED DEVELOPMENT IN THE AM (LEFT) AND PM (RIGHT) PEAK HOURS VT-116 VT-116 0 38 0 0 3 0 0 0 0 0 0 c30 0 0 i30 0 20 11 2 2 2 3 1 Schematic drawing, not to scale 20 38 9 Schematic drawing, not to scale VT-116 Values rounded to the nearest whole number VT-116 Values rounded to the nearest whole number 69 0 7 0 0 0 c40 i40 6 1 5 0 68 7 VT-116 Site Drive VT-116 Site Drive 0 0 75 7 0 0 0 0 7 98 0 0 0 6 96 0 0 75 12 0 0 c50 0 0 c60 0 0 i50 0 0 i60 0 0 1 0 0 0 23 0 0 0 0 21 0 0 0 0 0 4 0 0 0 VT-116 62 Tilley Drive VT-116 62 Tilley DriveKennedy DrOld Farm RdJohn Fay RdWeekday PM Peak Hour Trip Generation (Primary)Tilley DrWeekday AM Peak Hour Trip Generation (Primary)Tilley DrJohn Fay RdKennedy DrKennedy DrOld Farm RdTilley DrTilley DrKennedy DrSiteSite UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 21 Build Scenario Volumes The 2024 and 2029 Build Scenario volumes were estimated by adding the trip generation and distribution figures to the no-build peak hour turning movement volumes. The resulting build scenario volumes are illustrated in Figure 10 and Figure 11. FIGURE 10: 2024 BUILD SCENARIO VOLUMES FOR THE AM (LEFT) AND PM (RIGHT) PEAK HOURS VT-116 VT-116 155 415 126 122 219 145 96 105 192 153 514 c30 453 530 i30 604 213 121 156 121 187 269 87 Schematic drawing, not to scale 224 427 106 Schematic drawing, not to scale VT-116 Values rounded to the nearest whole number VT-116 Values rounded to the nearest whole number 753 7 476 2 14 11 c40 i40 62 41 513 42 747 81 VT-116 Site Drive VT-116 Site Drive 2 435 377 29 0 28 8 441 68 137 0 3 9 69 142 4 1 371 31 25 0 c50 0 317 c60 43 3 i50 1 61 i60 307 1 14 32 0 0 113 18 0 1 477 108 9 0 0 1 456 40 42 0 0 VT-116 62 Tilley Drive VT-116 62 Tilley DriveKennedy DrOld Farm RdJohn Fay RdWeekday PM Peak Hour 2024 Build Tilley DrWeekday AM Peak Hour 2024 Build Tilley DrJohn Fay RdKennedy DrKennedy DrOld Farm RdTilley DrTilley DrKennedy DrSiteSite UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 22 FIGURE 11: 2029 BUILD SCENARIO VOLUMES FOR THE AM (LEFT) AND PM (RIGHT) PEAK HOURS VT-116 VT-116 159 422 127 125 223 147 98 106 197 155 523 c30 462 539 i30 615 217 123 159 123 191 275 89 Schematic drawing, not to scale 228 435 108 Schematic drawing, not to scale VT-116 Values rounded to the nearest whole number VT-116 Values rounded to the nearest whole number 767 7 486 2 14 11 c40 i40 63 42 524 42 761 82 VT-116 Site Drive VT-116 Site Drive 2 445 383 29 0 28 8 451 68 137 0 3 9 70 142 4 1 376 31 25 0 c50 0 323 c60 44 3 i50 1 62 i60 312 1 14 33 0 0 115 18 0 1 487 110 9 0 0 1 466 41 43 0 0 VT-116 62 Tilley Drive VT-116 62 Tilley DriveKennedy DrOld Farm RdJohn Fay RdWeekday PM Peak Hour 2029 Build Tilley DrWeekday AM Peak Hour 2029 Build Tilley DrJohn Fay RdKennedy DrKennedy DrOld Farm RdTilley DrTilley DrKennedy DrSiteSite UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 23 4. CAPACITY AND WARRANT ANALYSES Intersection capacity analyses were performed for the study area intersections. Analyses evaluated average control delay, Level-of-service (LOS), and volume to capacity (v/c) ratios, consistent with methodologies documented in the Highway Capacity Manual. Level-of-Service Definition Level-of-service (LOS) is a qualitative measure describing the operating conditions as perceived by motorists driving in a traffic stream. LOS is calculated using the procedures outlined in the Highway Capacity Manual, Sixth Edition: A Guide for Multimodal Mobility Analysis13 (HCM6). In addition to traffic volumes, key inputs include the number of lanes at each intersection, traffic control type (signalized or unsignalized), and the traffic signal timing plans, if applicable. The HCM6 defines six qualitative grades to describe the level of service at an intersection. Level-of-service is based on the average control delay per vehicle. Table 8 shows the various LOS grades and descriptions for signalized and unsignalized intersections. TABLE 8: LEVEL-OF-SERVICE CRITERIA FOR SIGNALIZED AND UNSIGNALIZED INTERSECTIONS LOS CHARACTERISTICS UNSIGNALIZED TOTAL DELAY (SEC) SIGNALIZED TOTAL DELAY (SEC) A Little or no delay ≤ 10.0 ≤ 10.0 B Short delays 10.1-15.0 10.1-20.0 C Average delays 15.1-25.0 20.1-35.0 D Long delays 25.1-35.0 35.1-55.0 E Very long delays 35.1-50.0 55.1-80.0 F Extreme delays > 50.0 > 80.0 The delay thresholds for LOS at signalized and unsignalized intersections differ because of the driver’s expectations of the operating efficiency for the respective traffic control conditions. According to HCM procedures, an overall LOS cannot be calculated for two-way stop-controlled intersections because not all movements experience delay. In signalized and all-way stop- controlled intersections, all movements experience delay and an overall LOS can be calculated. 13 The HCM6 does not provide methodologies for calculating intersection delays at certain intersection types including signalized intersections with exclusive pedestrian phases and signalized intersections with non NEMA-standard phasing. Because of these limitations, HCM 2000 and HCM 2010 methodologies are employed where necessary and as noted. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 24 The VTrans policy on level of service is: • Overall LOS C should be maintained for state-maintained highways and other streets accessing the state’s facilities. • Reduced LOS may be acceptable on a case-by-case basis when considering, at minimum, current and future traffic volumes, delays, volume to capacity ratios, crash rates, and negative impacts resulting from improvements necessary to achieve LOS C. • LOS D should be maintained for side roads with volumes exceeding 100 vehicles/hour for a single lane approach (150 vehicles/hour for a two-lane approach) at two-way stop-controlled intersections. Volume to Capacity Ratio Definition The volume to capacity ratio (v/c) represents the sufficiency of an approach leg to accommodate the vehicular demand. According to FHWA: “As the v/c ratio approaches 1.0, traffic flow may become unstable, and delay and queuing conditions may occur. Once the demand exceeds the capacity (a v/c ratio greater than 1.0), traffic flow is unstable and excessive delay and queuing is expected.”14 VTrans does not have a v/c policy. Typically, v/c is used as an alternative indicator of performance, with preferred values below 0.95. Traffic Modeling Scenarios WCG built a traffic model using Synchro version 10 for the 2024 and 2029 adjusted intersection volumes for the AM and PM peak hours in the No Build and Build scenarios. The resulting performance measures are presented in Table 9 and Table 10. The results of the traffic modeling scenarios indicate that the proposed development will not cause any intersections to fall below the threshold of acceptable operations defined by VTrans. While the Kennedy Drive intersection operates at LOS D in all no-build scenarios, the v/c ratio is below 0.8, and the intersection is not within a high crash location, indicating that a reduced LOS can be acceptable in this urban location. The proposed project does not significantly change the overall delay, v/c ratio, or cause the level of service to reduce further at this intersection. All other intersections and individual approaches meet or exceed the VTrans LOS standards and all volume to capacity ratios are below 0.80, indicating the transportation network will continue to operate efficiently in the build scenarios. The proposed project build scenarios do not significantly increase delay or v/c performance measures compared to the no-build scenarios. 14 Federal Highway Administration (FHWA), Signalized Intersections: Informational Guide, 2004 UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 25 TABLE 9: 2024 TRAFFIC MODELING SCENARIO RESULTS TABLE 10: 2029 TRAFFIC MODELING SCENARIO RESULTS Intersections LOS Delay v/c LOS Delay v/c LOS Delay v/c LOS Delay v/c Hinesburg Rd & Kennedy Dr Overall D 38 0.72 D 41 0.75 D 43 0.76 D 43 0.78 EB, along Kennedy Dr D 38 0.75 D 43 0.78 D 41 0.66 D 41 0.66 WB, along Kennedy Dr C 34 0.59 D 38 0.59 D 44 0.78 D 44 0.78 NB, along Hinesburg Rd D 39 0.47 D 42 0.44 D 44 0.66 D 45 0.71 SB, along Hinesburg Rd D 39 0.72 D 42 0.74 D 42 0.43 D 45 0.46 Hinesburg Road & Old Farm Road WB, along Old Farm Road D 27 0.30 D 32 0.37 C 24 0.21 D 27 0.24 SB Left, along Hinesburg Rd A 9 0.01 A 9 0.01 A 9 0.00 A 10 0.00 Hinesburg Rd & Tilley Dr / John Fay Rd Overall B 12 0.52 B 13 0.59 B 16 0.50 C 22 0.50 EB, along John Fay Rd B 19 0.04 B 19 0.04 B 16 0.01 B 16 0.01 WB, along Tilley Dr C 21 0.04 C 21 0.05 C 22 0.19 C 29 0.22 NB, along Hinesburg Rd B 13 0.61 B 14 0.64 B 19 0.68 C 26 0.75 SB, along Hinesburg Rd A 10 0.59 B 12 0.72 A 9 0.14 B 11 0.16 Tilley Dr & Site Driveway / 62 Tilley Dr Driveway EB Left, along Tilley Dr A 7 0.03 A 7 0.03 A 8 0.02 A 8 0.03 NB, along 62 Tilley Dr Driveway B 13 0.02 B 13 0.02 B 13 0.09 C 16 0.11 SB, along Site Driveway B 11 0.08 B 11 0.08 B 10 0.06 B 11 0.19 2024 Scenarios AM Peak Hour No Build AM Peak Hour Build PM Peak Hour No Build PM Peak Hour Build Intersections LOS Delay v/c LOS Delay v/c LOS Delay v/c LOS Delay v/c Hinesburg Rd & Kennedy Dr Overall D 38 0.74 D 42 0.76 D 43 0.78 D 44 0.79 EB, along Kennedy Dr D 38 0.76 D 43 0.78 D 40 0.65 D 41 0.67 WB, along Kennedy Dr C 34 0.60 D 38 0.59 D 44 0.78 D 44 0.79 NB, along Hinesburg Rd D 41 0.49 D 43 0.46 D 45 0.69 D 45 0.73 SB, along Hinesburg Rd D 40 0.73 D 43 0.76 D 43 0.46 D 46 0.48 Hinesburg Road & Old Farm Road WB, along Old Farm Road D 29 0.32 D 34 0.39 C 25 0.22 D 28 0.25 SB Left, along Hinesburg Rd A 9 0.01 A 9 0.01 A 9 0.00 A 10 0.00 Hinesburg Rd & Tilley Dr / John Fay Rd Overall B 12 0.53 B 14 0.62 B 17 0.51 C 22 0.51 EB, along John Fay Rd B 19 0.04 B 19 0.04 B 16 0.01 B 16 0.01 WB, along Tilley Dr C 21 0.04 C 21 0.05 C 23 0.20 C 30 0.23 NB, along Hinesburg Rd B 13 0.62 B 14 0.66 B 20 0.69 C 26 0.76 SB, along Hinesburg Rd A 10 0.62 B 13 0.75 A 10 0.15 B 11 0.17 Tilley Dr & Site Driveway / 62 Tilley Dr Driveway EB Left, along Tilley Dr A 7 0.03 A 7 0.03 A 8 0.02 A 8 0.03 NB, along 62 Tilley Dr Driveway B 13 0.02 B 13 0.02 B 13 0.09 C 16 0.12 SB, along Site Driveway B 11 0.08 B 11 0.08 B 10 0.06 B 11 0.20 2029 Scenarios AM Peak Hour No Build AM Peak Hour Build PM Peak Hour No Build PM Peak Hour Build UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 26 In all scenarios, the proposed shared driveway location with the Red Barn Market and Deli is expected to operate well under capacity with no significant congestion or additional delay. The v/c ratio is 0.19, well below the 0.95 threshold indicating congestion, and all approaches that may experience delay will operate at LOS C or better. The proposed driveway will operate safely and efficiently. Left Turn Lane Warrant Assessment VTrans has identified the Kikuchi and Chakroborty (K&C) model as the preferred turn lane warrant analysis model, using 85% of the DHV15. Under the 2029 AM Peak Hour build volume scenario, an eastbound left turn lane is not warranted by volume at the Tilley Drive & Site Driveway intersection. With no history of crashes, sight lines that exceed required minimum and design targets, and no other turn lanes along Tilley Drive, a left turn lane is not recommended at the proposed drive location. 5. BICYCLE, PEDESTRIAN, AND TRANSIT ACCESS The proposed site is located adjacent to a shared use path system extending along Tilley Drive to Community Drive, Kimball Ave, and beyond offering both fitness and recreation opportunities from the site, as well as non-motorized access to adjacent land uses like the Red Barn Market & Deli and to surrounding communities. The proposed site is designed with exterior bicycle racks, secure interior bicycle storage, shower and locker facilities for employees, and other features to encourage bicycle access to the site. The site is connected to the shared use path with walkways. There is no fixed route transit stop along Tilley Drive. Green Mountain Transportation (GMT) operates the VT-116 Commuter Route between Hinesburg and Burlington; however with only two inbound and outbound trips per day, the route offers limited opportunity to serve medical staffing schedules. Special Services Transportation Agency (SSTA) operates a daily shuttle with on-demand front door access to each UVMMC building on Tilley Drive, and it is likely this service will be provided to the proposed Outpatient Surgery Center. UVMMC is a founding member of the Chittenden Area Transportation Management Association. Through their membership and ongoing commitment to healthy, active, and engaging transportation, UVMMC is committed to providing safe, reliable transportation infrastructure to their employees and patients. As noted earlier, the proposed Outpatient Surgery Center include enhanced facilities for people walking and biking to the site, plus electric vehicle charging stations to help achieve emission targets. 15 VTrans Traffic Impact Study Guidelines 2019, Page 39 UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 27 6. IMPACT FEE ESTIMATES Two impact fees are likely to be assessed on this project: Act 145 Transportation Impact Fees, and City of South Burlington Transportation Impact Fees. Both fees are based upon new external vehicle trip generation in the PM peak hour associated with the proposed project, estimated at 110 trip ends documented in Table 5. Act 145 Fee Estimate The Act 145 Impact Fees were estimated using the same methodology as the permitted constructed Lot 5 development of the Mountain View Office Park on Tilley Drive. Using available intersection turning movement volumes, the contributing entering and exiting PM peak hour trip ends were proportionally directed through the transportation network to each eligible Act 145 project within five miles of the proposed development site. A reduction in the base Act 145 fee is warranted due to UVMMC’s participation in the Chittenden Area Transportation Management Association (10%). The resulting trips through each Act 145 eligible project and the estimated Act 145 fee is documented in Table 11. The Total Act 145 Impact Fee is calculated to be $33,722. TABLE 11: ACT 145 FEE CALCULATION City of South Burlington Transportation Impact Fee Estimate The City of South Burlington has implemented a flat transportation fee of $999.86 per PM peak hour trip end for non-residential developments; this fee may be adjusted for past or future tax payments. With 110 PM peak hour trip ends, the total estimated City of South Burlington Transportation Impact Fee is calculated at $109,985. Base Fee Entering Trips Exiting Trips Total Trips Impact Fee Champlain Parkway 2,069$ 1 9 10 20,690$ Burlington Roundabout 1,217$ 0 3 3 3,651$ Exit 16 DDI 1,770$ 0 2 2 3,540$ Kimball Ave & Community Dr East 514$ 1 7 8 4,112$ US-2 / Trader Lane 210$ 1 6 7 1,470$ I-89 Exit 12 243$ 2 8 10 2,430$ VT-2A / Industrial Ave / Mtn View Dr 252$ 1 3 4 1,008$ VT-2A / James Brown Drive 189$ 1 2 3 567$ Base Act 145 Impact Fee 37,468$ Impact Fee Adjustment 10% Total Act 145 Impact Fee 33,722$ UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 28 7. SUMMARY OF FINDINGS AND RECOMMENDATIONS • UVMMC is proposing to construct an 84,006 SF Outpatient Surgery Center. The proposed facility will conduct only outpatient surgical procedures, with no clinical, diagnostic, administrative, or other medical appointment or walk-in services. • The facility may serve approximately 112 patients per day, with an estimated staff of 215 physicians, nurses, students, and other medical system professionals and associated staff. • Based on the staffing and patient arrival and departure models, the proposed site is estimated to generate 103 new external vehicle trips in the AM peak hour, and 110 new external vehicle trips in the PM peak hour. • There are no state designated High Crash Locations within one road mile of the proposed site. • The proposed driveway location, utilizing the existing Red Barn Market & Deli driveway opposite 62 Tilley Dr, exceeds required minimum and design target sight distances for safe and efficient vehicle access. • Traffic modeling scenarios predict that there will be no unreasonable congestion associated with the proposed traffic generated from the project. The traffic congestion performance measures, including the Levels of Service and volume to capacity ratios, meet applicable VTrans policy guidelines. • The proposed driveway, utilizing the existing Red Barn Market & Deli driveway opposite 62 Tilley Dr, is expected to perform well below the congestion and capacity thresholds. • An eastbound left turn lane on Tilley Drive into the proposed shared driveway is not warranted by volume or recommended by engineering judgment. • The proposed site includes substantial bicycle and pedestrian accommodation and electric vehicle charging infrastructure. No significant impacts to the transportation system have been identified, and no mitigation is warranted or recommended. • The proposed site may be assessed an Act 145 Transportation Impact Fee of $33,722, and a City of South Burlington Transportation Impact Fee of $109,985. Based on the analysis conducted for this report, it is our professional judgement that the proposed project will not cause or exacerbate any unreasonable congestion or unsafe conditions on the local roadway network and will not unnecessarily or unreasonably endanger the public's investment in any local roads, highways, or related infrastructure. UVM Medical Center Outpatient Surgery Center Transportation Impact Study 5/27/2022 29 ATTACHMENTS A. Trip Generation Profile B. Internal Capture Worksheet C. Adjustments Information D. Vols Spreadsheet E. Synchro Worksheets F. Turn Lane Warrant Analysis Worksheet G. Impact Fee Distribution Project: Location: Cat.No: Type: Lamps: Qty: Notes: Gardco LED wall sconce 121 offers distinction through its styling, powerful optical design, array of distributions, and impressive selection of control possibilities. 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Options FinishDimming controls Motion sensing lens Photo sensing Electrical DD 0-10V External dimming (controls by others) 4 DCC Dual Circuit Control 4,5,6,9 FAWS Field Adjustable Wattage 4,5 LLC Integral wireless module 4,6,7,11 BL Bi-level functionary with motion sensor 4,7,11 DynaDimmer: Automatic Profile Dimming 4,7 CS50 Security 50% Dimming, 7 hours CM50 Median 50% Dimming, 8 hours CS30 Security 30% Dimming, 7 hours CM30 Median 30% Dimming, 8 hours IMRI2 Integral with #2 lens 10 IMRI3 Integral with #3 lens 10 PCB Photocontrol Button 7,8 Fusing F1 Single (120, 277, 347VAC) 8 F2 Double (208, 240, 480VAC) 8 F3 Canadian Double Pull (208, 240, 480VAC) 8 Surge Protection (10kA standard) SP2 Increased 20kA Textured BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: OC-LGP or OC-RAL7024) CC Custom color (Must supply color chip for required factory quote) Wall Mount LED wall sconce 121 121_LED_wall_sconce 10/21 page 1 of 5 121 32L 700 WW-G4 4 UNV BL IMRI3 PCB FINISH