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Agenda 08B_SD-22-10_500 Old Farm Rd_O'Brien Eastview_Packet Docs
VIA ELECTRONIC MAIL August 22, 2022 South Burlington Development Review Board C/O Ms. Marla Keene, Development Review Planner City of South Burlington 180 Market Street South Burlington, VT 05403 Re: O’Brien Eastview Planned Unit Development Final Plat Dear Board Members: On April 14, 2022, we submitted our Application for Final Plat for the O’Brien Eastview project (the “Project”). The Project had its first Public Hearing (the “Public Hearing”)on July 19, 2022. In advance of that public hearing, the Applicant (O’Brien Eastview LLC), received a staff report dated July 13, 2022 (the “Staff Report”). The subsequent information is provided both in response to the Staff Report, as well as in response to discussion at the Public Hearing. For ease in reference, exhibit numbers herein are carried forward from the original application, new exhibits begin at Exhibit 213, which is the next available exhibit number in addition to what was submitted in the original application. Any exhibit provided that has the same Exhibit number as the original Application, is provided to supersede the previous exhibit. 1. Tilley Drive Rec Path Connection: As discussed extensively at the Public Hearing, the Applicant understands the importance of this pedestrian connection, and worked diligently to provide it as proposed at Preliminary Plat. Ultimately, that effort did not succeed. As discussed at the Public Hearing, the Applicant is able to relocate the proposed recreation path further west, in an alignment that would enable the path to be connected to by projects currently in permitting on the Tilley Drive land. The Applicant has engineered these changes and is providing here an updated site plan showing the new configuration. As proposed, the recreation path will end at the property line, to be connected to by adjacent projects. Exhibit 139 and Exhibit 147 demonstrate the new orientation. Exhibit 079 reconfigures the landscape in the area in accordance with the new configuration and updates that landscape plan. If these changes are agreeable, the Applicant will finalize them across the full plan set prior to closing the hearing. 2. Old Farm Road Sidewalk: With guidance from the Board as to priorities for the sidewalk design, and the clear message that preservation of the existing character was the priority, the Applicant met with Public Works to discuss the sidewalk design. The Applicant has developed a plan in coordination with Public Works and will incorporate those changes into the final plan set provided prior to closing the hearing. As discussed at the 2 Public Hearing, the sidewalk will not be extended beyond the end of Old Farm Road. We believe that this issue is resolved to the satisfaction of both the Department of Public Works and the Applicant. 3. Lot Coverage and Accommodation of Board Requests and Connectivity: As discussed in the Staff Report and at the Public Hearing, lot coverage for the Project in the R1 district has been challenging. The district has an extremely low allowed coverage of only 25%, and while a PUD density bonus was written into the zoning regulations, no accounting for lot coverage was included with that additional density. Good neighborhood design for a project of this scale includes significant amenities and significant additional coverage elements. A prime example of such design is the alley load garage access located on Lot 32. While this alley creates a much more desirable streetscape along Old Farm Road and eliminates the need for individual residential curb cuts, it also adds 11,086 square feet of coverage. Other examples of these types of design elements are recreation paths, sidewalks, parking areas, mid-block pedestrian connections, parks and trails, ramps, and seating areas. In the Eastview Project we totaled up all of these elements, areas where we have provided amenities and design elements that increase coverage and are located outside of future city rights of way. In total, we found approximately 56,213 square feet of coverage associated with these design elements. As requested at Staff Comment 9 in the Staff Report, we took a look at coverage proposed in what is to become a public right of way. Across Eastview, there are 146,301 square feet of coverage proposed in the R1 district in the right of way. This is approximately 28% of the coverage allowed in the project. The Applicant believes that an appropriate percentage of the right of way coverage to be removed from the calculation is 56,213 square feet. The same number as the coverage associated with public amenity outlined above. As directed by Staff this will create a reasonable cushion to likely accommodate any future coverage needs either from the city (potentially adding parking or play areas in parks), or from homeowners seeking small additions, covered decks, or other coverage increases as part of their home purchase. In addition, the Applicant would like to also propose some limited parallel parking in new areas on Mabel Way, to ensure that limited additional visitor parking is available, as well as pull-offs to accommodate mail carriers, Fed-Ex and UPS. These design elements had been omitted due to coverage concerns, and if the Board is agreeable to this reduction, Applicant can now propose them. 4. Project Phasing: The Staff Report dedicated a few pages to review of the proposed project phasing, and compliance with the Preliminary Plat conditions. The Applicant believes it is correct to focus in detail on this phasing, as it is an integral part of the Project, and the ability for the project to be viable and proceed forward. In general, the Applicant believes that the updated phasing plan, provided at Exhibit 123, accounts for all the minor issues raised in the Staff Report. Those items are not addressed individually here. A couple of more significant issues were also raised in the Staff Report. Specifically: A. Staff Report Comment 11, Phase Triggers: The Applicant appreciates Staff’s suggestion that perhaps an alternative trigger mechanism could work better than the initial suggestion of the applicant, and subsequent requests of the Board. Rather than proposing a starting point for a phase and a duration of time to complete it, the Applicant is recommending that we simply provide a point in time when the Phase will be complete for all amenity phases. This method gives the applicant and the city certainty as to when the amenities will be delivered, without the complexity or requirement of guaranteeing the amount of time it will take to deliver them. The applicant has amended the phasing plan to propose the following timing for delivery of key site amenities. 3 i. Lot 18 Open Space: Complete at 30th zoning permit issuance. ii. Lot 19 Open Space: Complete at 75th zoning permit issuance. iii. Barn Lot Open Space: Complete by 125th zoning permit issuance. iv. Relocated Old Farm Road (curb to curb): Complete by 125th zoning permit issuance. v. Open Space Lot 47 and Playground: Complete by 400th zoning permit issuance. vi. Old Farm Road Sidewalk: Complete by 400th zoning permit issuance. The Applicant is not proposing completion dates for the planned roadway phases. The construction of the roadways in the project will progress with the construction of planned homes on the roadways and is somewhat market dependent. In the Hillside project, the development built the main roadways curb-to-curb and paved them with a basecoat of pavement. Sidewalks, rec paths, street trees, gas and electric utilities were then constructed with units, to ensure that they were not damaged or in the way during home site construction. This system worked very well, and we hope to replicate that approach. Because a bond will be issued for all these phases at the full value, the City will always have the ability to expedite construction should the Applicant not be proceeding in good faith. However, we believe that the development can proceed effectively as Hillside did, constructing roadway elements outside the curb and houses somewhat simultaneously. Please note that this logic also holds for the relocated Old Farm Road, and for the above stated reasons the applicant does not want to build the sidewalks, adjacent rec paths, or other infrastructure prior to permitting and building the structures that will be adjacent. As is the case at Lot 13 and Lot 15 in Hillside, these adjacent elements can be largely dictated in character by the development. Concepts of the C1-LR provided here at Exhibit 015 and Exhibit 016 show how those elements may be designed. We realize however that in constructing the new Old Farm Road, we must account for getting the recreation path on the west side down to Kimball Ave. Applicant will warrant and provide a rec path connection from Phase 2 to Kimball Ave. by the 125-zoning permit. However, it may not be adjacent to Old Farm Road, may go cross-country, or may make use of the former Old Farm Road-way, for facilitating that need. The path may also be gravel and may need to move around as construction on various lots and phases progresses. Applicant believes that approval of this temporary connection should be left to the Department of Public Works, or the Administrative Officer. B. Staff Report Comment 12: This comment deals with a Board request that the construction of O’Brien Farm Road extension be tied to zoning permits for the C1-LR. The Applicant has clarified the proposal for this area in the attached phasing plan. The development of Lot 21, Lot 26, Lot 22, does not necessarily trigger the need for the O’Brien Farm Road extension. The specific lots that require the need to construct the road are listed. Applicant will bond for and begin construction of the roadway simultaneous with zoning permits for any of the lots listed. Roadway construction will progress with units as discussed above. C. Staff Report Comment 16, Timing of Old Farm Road Sidewalk to Hinesburg Road: As the Board knows, subsequent to the Preliminary Plat approval, the Applicant’s permit was appealed on the sole issue that a neighbor on Old Farm Road did not believe the sidewalk being required could or should be required as part of the Project. Since that time the Applicant has worked tirelessly with its neighbors to facilitate compromise and avoid litigation and delays to a project that will bring much needed housing (including 15 affordable housing units) to the market. 4 Over months of negotiation, we believe that there are a few paths to avoid litigation. The first and most simplistic would be to remove the requirement for the Applicant to build the sidewalk and simply have the Applicant escrow the cost. The Board has repeatedly and summarily rejected this request. Given this, we have found an alternative compromise. Here, the Applicant is proposing to install significant landscape screening for our neighbor and is requesting a delayed construction schedule to allow that screening time to mature. We have proposed installation of the sidewalk connection at the same time as when the playground and dog park will be installed on Kimball Ave, assuming that those largest public amenities, are indicative of the timing when the totality of pedestrian connectivity would be most necessary. In addition to allowing compromise with our neighbors, it also makes sense not to continue to burden the earliest phase of the project with additional infrastructure cost. The Phasing Plan presented in this application is decidedly front loaded and provides the city with significantly more benefit than the project proposed for construction (155 dwelling units) requires or justifies. For some perspective, the elements of the project currently proposed for construction represent just 6.1% of the total traffic impacts proposed in Eastview. However, the Board is currently requesting 72% of all planned public infrastructure be installed with that 6% of development intensity. With this sidewalk included in Phase 8, an additional 3% of infrastructure investment would be added to the 6% of development intensity. Meaning a full 75% of all infrastructure proposed would be tied to the first 6% of development impact. In addition to the negative consequence of potentially ruining a carefully negotiated settlement with our neighbor, this request further burdens the housing component of this project with expense that is far disproportionate to the impact and potentially hampers the overall viability of the project. D. Staff Report Comment 15: It is true that some phases include language regarding the start of the phase that enables broad flexibility to the Applicant. These are roadway phases that serve residential development and/or phases that impact construction logistics. The Applicant has not believed that the Board’s interest in project phasing is to determine when and how Applicant manages its site construction, but to ensure the amenities provided and key City interests are met on a firm timeline. The flexibility of language in these phases is intentional to ensure the Applicant can begin phases as needed to facilitate sales and construction, with accommodation for bonding and other permit compliance. The Applicant does not believe the Board needs to regulate the start of these phases, and indeed restrictions could prove problematic for Project administration. We hope the board appreciates this, and that the flexibility provided can remain, even if the language is changed to some degree. 5. Commercial and Limited Retail Development Proposal: Subsequent to the submission of our final plat in April of 2022, the Applicant has met several times with staff and Applicant’s land planners to arrive at an amended concept and proposal for the C1-LR development lots included in this Project. A proposal that meets the goals of the City and the Project. After a significant collective effort, the Applicant is pleased to present the board with this update to our original application. The below outlines the key elements of the plan and key issues for review and discussion. A. Background on C1-LR Development Lots: As discussed throughout the Eastview permit proceedings, the Project is proposing a great deal of infrastructure which is being required to be built early, and prior to the most impactful parts of the development from a traffic and overall density perspective. As noted above, a full 72% of the total infrastructure investment 5 for all 100 acres will be built prior to any projects being approved on the large development lots in the C1-LR and IC areas. Because the Applicant is committing to this significant front loading of infrastructure expense, the Applicant has worked with staff and the Board to secure findings of fact that provide security in terms of realizing the development potential of the C1-LR area. Most importantly, height waivers allowing up to four stories over podium parking, and setback waivers allowing buildings to be adjacent and fronting on planned streets. We understand that these findings are possible and are working toward providing the information needed to secure them. B. Overview of Current Development Concept: Conversations with the Board at Preliminary Plat, and with staff leading up to this submission, have focused on creating a sense of place for the C1-LR development. Creating a destination, specifically for residents of the Project, but also for the adjacent communities. Initial concepts for the C1-LR development have for various reasons struggled to achieve a dynamic and pedestrian oriented plan that would satisfy both the Applicant and Staff, and feedback on previous plans has focused on this goal. It is always the goal of new development to engage with its adjacent streets and all City ordinances encourage this. However, the Project site has some exceptional topography. While past iterations of plans have tried to connect the site to the corner of Kennedy Drive and Kimball Avenue, there are 2 stories of grade change between these areas, and the impacts to the design of the interior of the site when placing a building on that corner are fairly stark, creating large central parking areas with no dynamic nature and without room for additional buildings and circulation. The newly proposed concept focuses on creating a sense of place within the project and moves building’s interior to the site and parking to the outside, in certain limited locations. And which as shown at Exhibit 015 cannot be seen from adjacent streets. We believe that this configuration is very successful. As outlined at Exhibit 016, the key component of the new lot configuration is the pedestrian corridor that runs from east to west through a newly proposed four-way intersection midway between Old Farm Road, and O’Brien Farm Road. This corridor includes a two-way drive aisle and angled parking in front of shops and residences. The vision for this streetscape is conceptualized in a packet attached for your review at Exhibit 015. Some representative imagery is also included on the conceptual site plan at Exhibit 016. In general, this drive aisle would be geared toward a pedestrian experience, walkways, seating areas, unique lighting, benches, planters and seat walls, art, and storefront architecture. A central plaza with a retail space or restaurant could house an ice cream shop, or other seasonal display items and create a real destination for the neighborhood. This plan provides significant building frontage along major roadways within the project, including Old Farm Road and O’Brien Farm Road extension, placing parking in the rear. It also provides a transitional residential townhome structure, which allows the project to shift from the now-proposed residential single-family area, to the more intense development planned on the C1-LR development lots. Character imagery of the type of row homes imagined is provided. The idea would be a structure that is more urban and of greater scale than the homes now proposed, to affect a gradual transition. As noted on the plan, the concept provided achieves the residential density allowed in the PUD, as well as an appropriate amount of commercial and retail space to create the sense of place being conceptualized. 6 C. Regulatory Compliance: The zoning regulations in effect for this Project review regulate the placement of parking between a building and a public street. Specifically, they provide that “Parking shall be located to the rear or sides of the buildings. Any side of a building facing a public street shall be considered a front side of a building.” However, this Project is not reviewing a single building. The Project is a Planned Unit Development seeking findings of fact that apply to the PUD as a conceptual development plan for the site. Seeking to develop the site in a cohesive fashion across the entirety of the 100 acres. The zoning regulations at Section 14/06(B)(2)(c) go on to state: “where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of the building(s) at the building line, shall not exceed one half of the width of all the buildings located at the building line.” The conceptual plan provided meets this test. The total lineal footage of buildings along planned public roads in the C1-LR area is nearly three times the lineal footage of parking shown. Exhibit 213 is a parking frontage plan, that demonstrates the conceptual widths provided. As coverage is viewed holistically, we also believe that parking to building width can and should be viewed holistically. The Applicant is suggesting a finding of fact be incorporated into the permit conditions to solidify this review methodology for future applications. A potential finding of fact could read as follows: The Board finds that compliance with Section 14.06(B)(2) shall be reviewed holistically within the C1-LR district, and that the building and parking frontages shown are permitted within the PUD. Future applications may deviate in building or parking frontage by no more than 25% on any given street frontage, provided that the total building and parking frontages remain in compliance with Section 14.06(B)(2). D. Framework for Evaluation of Future Applications: The Applicant has provided a design guide at Exhibit 018 of this submittal. That design guide outlines key characteristics of the development planned for the C1-LR area. The design guide provides standards for primary and secondary facades. A primary façade is considered to be any façade facing a pedestrian way, or public street. A secondary façade faces a parking area that is not a primary pedestrian way. The design guide provides an easy-to-understand chart of permitted building and site plan characteristics, which are proposed to be approved in the PUD, by the Board, as applicable standards against which future development proposals will be judged. Highlights of this guide include: i. Building height of 1.5 stories minimum and 5 stories over podium parking maximum. ii. Front setback of 5’. iii. Minimum first floor glazing height of 7.5’ for non-residential use. iv. Minimum of 30% façade to be glazing. v. Minimum step back of 12’ for fifth story over podium parking. This design guide would lock in place these key characteristics of development, providing the security discussed at section 5(A) above. In addition to the design guide, the Applicant also believes it is fair and necessary for the Board to establish some overall project design parameters and goals against which future applications may be reviewed. While the concept plan provided is one potential site layout, there also are additional site layouts that could achieve the same end. Below please find a list of review criteria proposed that would be used as the basis for evaluating future proposals and deviations from the concept layout provided. 7 i. The Project provides a central pedestrian-oriented streetscape to foster community and create a sense of place within the C1-LR development area. Design elements to be of a similar aesthetic as outlined at Exhibit 015. ii. The Project features a central design element (plaza) as a gathering space, designed in the spirit of images provided at Exhibit 015. iii. The Project focuses services, retail and commercial development on the northern block, and residential, senior housing and hospitality development on the southern blocks in large part, with limited exceptions. iv. The Project provides a residential transition between the R1 and C1-LR lands that creates a desirable transition for the Eastview neighborhood. v. The Project landscape and building architecture provide an urban, pedestrian-oriented design aesthetic in accordance with character imagery submitted at Exhibit 015 and Exhibit 016. vi. Streetscape elements include a variety of different materials, brick, colored concrete, asphalt paving, granite curbing, designed to create a sense of place with examples illustrated at Exhibit 015 and 016. vii. The Project will create landscape and hardscape connections to Kennedy Drive, fostering a pedestrian connection with the existing neighborhoods to the north and west. viii. Project parking adjacent to Kennedy Drive will be heavily screened with dense plantings. ix. The Project building and parking frontage deviates by no more the 25% from the conceptual distances provided on any given side/street frontage at Exhibit 213. This framework is of course a suggestion, and we will look forward to discussing the particulars with the Board and Staff, such that we can finalize these criteria and put in place this framework for moving forward. There are of course numerous additional items in our original Application to discuss, but the above represent the items where feedback has already been provided and changes to the Project are proposed in response. We look forward to discussing this project with you in September. Thank you. Sincerely, Andrew Gill, Director of Development Enclosures BUCKHURST FISH JACQUEMART, INC. 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7474 F. 212.353.7494 MEMORANDUM To: Marla Keene, PE City of South Burlington Development Review Planner From: Georges Jacquemart, PE, AICP, Principal Mark Freker, Senior Planner Subject: Review of Traffic Impact Assessment for Eastview – O’Brien Home Farm Date: August 31, 2022 Introduction This memo provides findings from BFJ’s review of the March 30, 2022 Traffic Impact Assessment (TIA) for the proposed second phase of the Eastview - O’Brien Home Farm development prepared by Lamoureux & Dickinson Consulting Engineers, Inc. (LDC). This review focuses on key updates that LDC incorporated in response to BFJ’s April 2021 comments on the previous TIA, including: Trip Generation: o The project proposed land-uses and trip generation have been updated based on the 11th edition of ITE’s Trip Generation. o The estimated internal capture trips were reduced by 50% and the resulting traffic impacts were reevaluated. Future traffic conditions at the relocated Kimball Ave/Old Farm Rd intersection as a four-way intersection with 20-30 Kimball Ave. This memo also summarizes BFJ’s review of the Bike and Pedestrian Infrastructure review submitted by WCG. Trip Generation and Internal Capture BFJ reviewed revised trip generation estimates based on ITE’s 11th edition of Trip Generation and accepts L&D’s analysis. BFJ accepts L&D’s approach for proposed commercial land-uses, including the following key assumptions: C1-LR Area: a 64,000 sf supermarket has been used to estimate the equivalent trip generation for the office/commercial space. I-C Area: It is assumed that medical-dental offices will comprise a large portion of the commercial development. This seems acceptable as a worst-case assumption. Should actual land-uses and their sizes differ significantly from the above, the applicant will have to submit a revised traffic impact analysis BFJ’s review and comment on the original March 30th 2021 TIA recommended that L&D make a 50% internal capture reduction as the original internal capture rate was believed to be too high for the R1 and C1-LR Area. TIA revision has satisfied this concern: The AM Peak Hour internal captural vehicle trips were reduced from 6 trips to 3 trips; in the PM Peak Hour trips were reduced from 222 to 111. BUCKHURST FISH JACQUEMART, INC. 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7474 F. 212.353.7494 Kimball Ave. Intersections BFJ’s April 2021 review commented that the original LDC analysis did not analyze the traffic impacts at the intersection of the relocated Old Farm Road with Kimball Avenue due to the lack of traffic data for the 20-30 Kimball Ave office building. It was recommended that LDC estimate the traffic generation for this office complex based on the gross floor area and ITE traffic rates, so that a general impact assessment can be undertaken for this intersection. LDC updated the Kimball Ave/Old Farm Road intersection analysis to reflect a 4-way intersection with volumes added for the office building. Table 10 highlights the Intersection Analysis Results for Kimball Ave and Old Farm Road. If the intersection is relocated as proposed along with signalization, LOS D is projected in the 2032 Full Build AM Peak Hour and LOS F in the 2032 Full Build PM Peak Hour. Consequently, the TIA states that traffic congestion conditions at this intersection should be periodically re-examined after Eastview’s Partial-Build peak hour trip generation is reached. BFJ recommends that the applicant commits to monitoring these conditions and shows how they would mitigate for LOS F. Bicycle and Pedestrian Infrastructure Review BFJ reviewed Exhibit 9, the Eastview Bicycle and Pedestrian Infrastructure Review, which was prepared by Wall Consulting Group (WCG). This review takes into account the project’s commitment to create an interconnected bicycle and pedestrian network within the Eastview site, the adjacent Hillside neighborhood, and existing and future offsite City paths and trails. WCG’s review concluded in key recommendations: Add raised mid-block crossings on Old Farm Road in order to reduce the desirability of Old Farm Road as a shortcut between Hinesburg Rd. and Kimball Ave./Williston Rd. and to enhance pedestrian safety. Enhance crosswalk features- i.e. install rectangular rapid flashing beacons (RRFBs) at the northernmost and southernmost intersections on Old Farm Road. o BFJ notes that RRFBs are costly interventions and only worthwhile if there will be substantial pedestrian activity. For example, two pedestrian crossings an hour would not necessitate RRFBs. Pedestrian scale wayfinding at path intersections to note distance or walking travel time to key destinations. Evaluate distance between marked parallel parking spaces and crosswalks in order to ensure there is ample space for sight lines. A minimum of 25’ is recommended. o BFJ Planning is in agreement with this sight distance recommendation as a general guideline. However, it should be noted that 25’ is applicable to upstream conditions (when parking activity interferes with the ability for drivers to see pedestrians at a crosswalk). It is acceptable for sight distance to be less than 25’ for downsteam intersection/crosswalk approaches (when the crosswalk comes before parking activity in the driver’s field of vision) or if parallel parking areas are inset as shown on the site plan (i.e. inset parallel parking on Old Farm Road and Mabel Way). Kennedy Drive Transit Stop – consider the addition of a new westbound transit stop opposite the Hillside signal on Two Brothers Drive. BUCKHURST FISH JACQUEMART, INC. 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7474 F. 212.353.7494 BFJ suggests the following additional consideration: Shared use Path - The Bicycle and Pedestrian Facilities Infrastructure plan currently recommends that the proposed Eastview shared use path on Old Farm Road that connects to the north at Kimball Ave. extend to the south at Leo Lane. At that point, the shared use path is recommended to connect/continue with a city-planned shared use path that would connect to Hinesburg Rd to the south. Should the I-C Area access road (Potash Rd.) be constructed to connect to Tilley Drive, this extension should also include a new shared use path segment in order to provide a connection to the existing shared use path on Tilley Dr. This alignment would be consistent with the recent VT 1116/Kimball Ave/Tilley Drive Area Land Use & Transportation Plan (VHB, 2020). Eastview at O'Brien Farm Master Plan and PUD Area and Coverage and Density Zoning District Areas Per Sheet C-1A Updated 4/2/2021 Zoning District Coverage Allowed in District Buildings Only. Coverage Proposed Buildings Coverage Allowed in District Combined Coverage Proposed All Impervious R1* 18%16.64%30%29.96% C1LR 40%0.00%70%7.13% R12 40%0.00%60%32.64% IC 40%0.00%70%4.57% Zoning District Area of Land In Eastview Master Plan (includes adjustments to district lines shown at Sheet C-1A) Area in Acres Area of Land In Eastview Master Plan (includes adjustments to district lines shown at Sheet C-1A) Area in Square Feet Existing Building Coverage Existing All Impervious Total Coverage Proposed Buildings Total Coverage Proposed Roads Combined Coverage All Impervious Coverage Allowed Buildings Coverage Allowed All R1 39.20 1707552 11900 27230 284125 227420 511545 307359.36 512265.6 C1LR 23.40 1019304 0 72688 72688 407721.6 713512.8 R12 1.20 52272 0 17063 17063 20908.8 31363.2 IC 38.80 1690128 0 77159 77159 676051.2 1183089.6 Total 102.60 4469256.00 11900.00 27230.00 284125.00 394330.00 678455.00 1412040.96 2440231.20 Maximum Coverages Square Feet Acres Percentage Maximum Building Coverage Entire PUD/Master Plan 1412040.96 32.416 31.59% Maximum Total Impervious PUD/Master Plan 2440231.2 56.02 54.60% *Our understanding is that the Incluzionary Oridnance in effect allows for a 20% increase in coverage for accomodation of offset units provided. This coverage limit includes that 20% offset. HILLSIDE @ O'BRIEN FARM - EASTVIEW KENNEDY DRIVE, KIMBALL AVENUE, & OLD FARM ROAD APRIL 1, 2022 Ke n n e d y D r i v e Hinesburg RoadOld Farm Road Kimball Avenue Williston RoadSOUTH BURLINGTON, VERMONT 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C14 C13 C16 C17 C18 C15 C16.1 C5.1 C8.1 C2.1 C18.2 C18.1 C19 C7.1 Tilley DriveEldredge Str e e t 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1 OVERALL SITE PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 3.11 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.64 ac Lot 29 1.04 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.17 ac Lot 19 Open Space 1.51 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 32 -1632-1732-1832-1932-2032-2132-2232-2332-24 31-1 31-5 31 - 7 3 1 - 9 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 0.30 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement PROPOSED SIDEWALK EXTENSION REQUIRED BY DEVELOPMENT REVIEW BOARD PRELIMINARY PLAT APPROVAL Airport Appro a c h C o n e Airport Appr o a c h C o n e Airpor t A p p r o a c h C o n e 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III New 8" PVC Sewer s=0.0066 New 8" P V C S e w e r s=0.0066 New SM hRim 342.4Inv. in 328 . 4 6Inv. out 32 8 . 3 6 New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to buil d i n g . C o n n e c t to Phas e 1 s t u b . Coordian t e w i t h mechan i c a l p l a n s . Convert 8 " P V C S D R 35 sanitar y s e w e r installed in P h a s e 1 t o building se r v i c e . Coordi n a t e w i t h mechanic a l p l a n s . 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2TR2 TP3TR2 TP4 New 6" PV C S D R 3 5 s a n i t a r y sewer s e r v i c e t o b u i l d i n g . s=14"/ft min. New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordina t e w i t h mechanica l p l a n s . New 6" P V C S D R 3 5 sanitary s e w e r s e r v i c e to buildin g . s = 14"/ft min. Coord i n a t e w i t h mecha n i c a l p l a n s . New SMHRim 35 8 . 9Inv. in 3 5 1 . 2Inv. out 3 5 1 . 1Contracto r s h a l l v e r i f y p i p e i n v e r t prior to or d e r i n g m a n h o l e New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordinat e w i t h mechanica l p l a n s . HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1.1 OVERALL ZONING PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 3.11 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 33 2.92 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.64 ac Lot 29 1.04 ac Lot 41 3.91 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.17 ac Lot 19 Open Space 1.51 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 32 -1632-1732-1832-1932-2032-2132-2232-2332-2 4 31-1 31-5 31-7 31-9 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31-8 31-10 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.42 ac Lot 43 3.95 ac Lot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 34-10 Lot 30 0.30 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 GRAVEL WETLAND #6A16-1516-1616-17 16-18 16-19 37-6 Lot 40 1.90 ac Lot 50 1.15 ac 50' Wetland Setback Wetland A T y p e I I I 50' We t l a nd Se t ba c k Wetland B T y p e I I I 50' WetlandSetbackWetland C Type III New Trash/Recylcing New 8" PVC Sewer s=0.0066 New 8" P V C S e w e r s=0.0066 New Trash/Recylcing New Trash/Recylcing NewBikeRack New co n c r e t e retainin gwall New SM hRim 342. 4Inv. in 328 . 4 6Inv. out 32 8 . 3 6 New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to buil d i n g . C o n n e c t to Phas e 1 s t u b . Coordian t e w i t h mecha n i c a l p l a n s . Convert 8 " P V C S D R 35 sanitar y s e w e r installed in P h a s e 1 t o building se r v i c e . Coordi n a t e w i t h mechanic a l p l a n s . New stre e tlight (typ. ) New Mai l Buildin g a n d Trash/ Re c y l c i n g New BikeRack New Bi k eRack New BikeRack 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1TR2 TP2TR2 TP3 TR2 TP4 New g a t evalve, c a p ,stub, thr u s tblock, an dwitness for 8 " water m a i n . NewHydrantassembly New 8 " w a t e r stub wi t h c a p , trhust bl o c k a n d witness NewHydrantassemb l y New 8" x 8 " x 8 " tee, thrust b l o c k and ga t e v a l v e . Relocate hy d r a n t o u t of side w a l k . New 6"tapping sle e v e and val v e . 4"6"4" 6" 6"4" 4"6" New 15" HDP E s = 0.07 6 15" HDPE s=0. 089 15" HD P E s =0 . 0 52 New 15" H D P Es=0.069 New 18" H D P E s = 0 . 0 0 5 Gravel W e t l a n d # 1 C e l l # 2 55' x 2 0 'Elev. 32 6 . 5 Gravel W e t l a n d # 1 C e l l # 1 55' x 20 'Elev. 326 . 5 Gravel W e t l a n d # 2 C e l l # 2 121' x 32 ' Elev. 3 3 1 . 0 New 1 5 " H D P E s = 0 . 0 2 1 Gravel W e t l a n d # 2 C e l l # 1 121' x 3 2 'Elev. 33 1 . 0 New 12" HDP Es=0.01 New 15" HDPE s=0.0 6 8 New 12 " HD PE s=0.01 8 New 15" H DP Es=0.005 New 15" HDPEs=0.055 New 15" H D P E s = 0 . 0 4 2 New 1 5 " H D P E s=0.073 New 15" HDPEs=0.083 New 15" H D P E s=0.01 New 15" HDPE s=0.086 New 1 5" H DP E s= 0 .0 3 9 New 12" HDPE s=0 . 06 New 12" H D P E s = 0 . 0 1 New 15" H D P E s = 0 . 0 1 New 18" HDPE s = 0. 0 2 8 New 1 8" HD PE s = 0. 1 2 New 1 8 " H D P E s = 0 . 0 9 6 New 18" H D P E s = 0 . 0 3 3 New 15" H D P E s = 0 . 0 1 New 1 5 " H D P E s=0.01 New 1 5 " HD PE s = 0 .0 1 New 1 5" H DP E s =0 . 05 4 New 15" H D P E s = 0 . 0 2 New 15" H D PE s = 0.0 5 2 New 1 5" HDPE s=0 .04 3 New 1 5 " HD P E s = 0 . 0 2 1 New 1 2" HDPE s=0 . 05 7 New 15"HDPE s=0.0 1 New 15" HDPE s=0 . 0 1 New 18" H D P E New 18"HDPEs=0.029 New 12 " H D P E s = 0 . 0 0 5 New 15" HD P E s = 0 . 0 5 2 New 15" H D P E s = 0. 0 3 2 New 15" H D P E s = 0 . 0 2 2 New 15" H D P E s = 0 . 0 2 6 Convert C B # 5 8 to solid c o v e r Convert C B # 5 5 to solid c o v e rCore and b o o tNew Inv. i n 351.65 New 15 " H D P E s = 0. 0 1 1 New 15 " H D P E s=0.033 New 15" H D P E s = 0 . 0 0 6 New 15" HDP E s = 0 . 0 1 New 15" HDPE s=0.043 New 12 " H DP E s = 0 . 0 3 New 12" HDP E New 12" HDPE s=0.03 New 12" H D P E s = 0. 0 5 7 New 12" H D P E s = 0 .0 9 7 New 15" HDP E s = 0 . 0 9 1 New EndSectionInv. 325.8 Newemerge n c yspillway New E n d S e c t i o n Inv. 32 6 . 7 5 New OutletStructu r e B .See detai l .Newemergenc yspillway New Outle t Structu r e C .See detail.Newstoneberm New End S e c t i o n Inv. 329.5 New rip r a psplash pa d New rip r a pdispersal p a d New EndSection Inv. 326. 7 5 New CBRim 358.2Inv. in 3 5 3 . 2 5 Inv. out 3 5 3 . 1 5 New C BRim 358. 2IInv. out 3 5 3 . 4 5 New CBRim 367 . 0 5Inv. in 362 . 8 Inv. out 3 6 2 . 7 New CBRim 36 7 . 5Inv. in 362 . 6 Inv. out 3 6 2 . 5 New CBRim 371. 0 Inv. in 3 6 6 . 2 5 Inv. out 36 6 . 1 5 New CBRim 370 . 7 Inv. in 3 6 5 . 9 5 Inv. out 36 5 . 8 5 New C BRim 375 . 1Inv. in 37 0 . 3 5Inv. out 3 7 0 . 2 5 New CBRim 378. 0Inv. in 373 . 2 5 Inv. ou t 3 7 3 . 1 5 New CBRim 378. 1IInv. out 3 7 3 . 6 New CBRim 367.3Inv. in 361. 4 2 Inv. ou t 3 6 1 . 3 3 Inv. ud 3 6 4 . 3 New 18" E n d Sectio n Inv. 33 2 . 0 New rip r a pdispers a l pad New CBRim 348. 2 5Inv. in 34 3 . 2 5Inv. out 343 . 1 5 New C BRim 351 . 2Inv. in 34 5 . 9 2Inv. out 34 5 . 8 2 New C BRim 353. 1Inv. in 3 4 6 . 9Inv. out 34 6 . 8 New CBRim 353 . 7 0Inv. in 34 7 . 9 Inv. out 3 4 7 . 8 New CBRim 353.7Inv. in 348. 2 5 Inv. out 3 4 8 . 1 5 New C BRim 353. 8Inv. in 34 9 . 0 5Inv. out 3 4 8 . 9 5 New CBRim 360.4Inv. in 355. 6 5 Inv. ou t 3 5 5 . 5 5 New CBRim 363.05Inv. in 3 5 8 . 3Inv. out 3 5 8 . 2 New CBRim 364.5Inv. out 3 6 0 . 0 New CBRim 355.1 5Inv. in 349 . 7 8 Inv. ou t 3 4 9 . 6 8 New C BRim 359. 8 Inv. in 35 4 . 4 8 Inv. ou t 3 5 4 . 3 8 New CBRim 36 4 . 6Inv. in 358. 8 4 Inv. out 3 5 8 . 7 4 New CBRim 359. 5 5Inv. out 35 5 . 0 5 New CBRim 35 6 . 7Inv. in 351 . 9 5 Inv. out 3 5 1 . 8 5 New C BRim 359.55Inv. out 35 5 . 0 5 New C BRim 365 . 7 5Inv. out 3 6 1 . 2 5 New 10 "PVC RoofDrain New 10"PVC RoofDrain New CBRim 372. 8Inv. in 367 . 9 1Inv. out 36 7 . 8 1 Inv. ud 3 6 8 . 6 6 New CBRim 372.9Inv. out 3 6 8 . 1 5 Inv. ud 3 6 8 . 9 New CBRim 37 0 . 9Inv. in 3 6 6 . 1 5Inv. out 36 6 . 0 5Inv. ud 36 6 . 9 New CBRim 370.9Inv. in 36 5 . 9 Inv. ou t 3 6 5 . 8 Inv. ud 3 6 6 . 6 5 CB#61Rim 362. 1 3Inv. in 35 7 . 3 8Inv. out 35 7 . 2 8 Inv. u d 3 5 8 . 1 3 CB#63Rim 35 2 . 8 4Inv. in 346. 5 1 Inv. out 3 4 8 . 0 9 4' deep s u m p CB#64Rim 353. 0 5 Inv. out 3 4 6 . 5 14' deep su m p . CB#65ARim 34 5 . 6 8Inv. in 340. 9 3 Inv. out 3 4 0 . 3 5 4' deep s u m p CB#66ARim 346 . 3 Inv. in 3 4 0 . 3 5Inv. out 3 4 1 . 6 Use 4' de e p s u m p CB#65Rim 339.60Inv. out 33 3 . 8 54' deep su m p CB#66Rim 339. 6 0 Inv. in 3 3 4 . 8 5 Inv. out 33 3 . 8 5(infiltrati o n ) Inv. out 3 3 5 . 3 5 4' deep s u m p . CB#67Rim 333. 2 7Inv. in 327. 7 7 Inv.ud 3 2 9 . 2 7Inv. out 32 9 . 0 2 Use 4' dee p s u m p . CB#68Rim 333.10Inv. in 328. 3 5 Inv. out 3 2 7 . 7 7 Inv. ud 3 2 9 . 1 04' deep su m p . Infiltratio n T r e n c h 6 3 Use (1) 30' l o n g x 1 8 " dia. per f o r a t e d H P D E pipes be d d e d i n s t o n e . Inv. 346. 5 1 Infiltration T r e n c h 6 5 ( 1 ) 24' long x 1 8 " d i a . perfora t e d H P D E p i p e s bedded i n s t o n e . I n v . 3 3 3 . 8 5 Infiltratio n T r e n c h 6 7 U s e ( 1 ) 3 5 ' long x 15" d i a . p e r f o r a t e d H P D E pipes bedde d i n s t o n e . S e e d e t a i l . Inv. 327 . 7 7 Infiltra t i o n T r e n c h 6 5 A Use 1 24' l o n g x 1 5 " d i a . perforat e d H P D E p i p e bedded i n s t o n e . Inv. 340.3 5 New CBRim 363.1Inv. in 359. 4 Inv. out 3 5 9 . 3 New CBRim 374.9Inv. in 370 . 4 Inv. out 3 7 0 . 3 New CBRim 36 7 . 2 Inv. out 3 6 2 . 4 5 Inv. ud 3 6 3 . 2 New CBRim 364.3 3Inv. in 359. 5 8 Inv. ou t 3 5 9 . 4 8 Inv. ud 3 6 0 . 3 3 New CBRim 36 2 . 3 3Inv. out 3 5 7 . 5 8 Inv. ud 3 5 8 . 3 3 New C BRim 357. 7Inv. in 35 2 . 9 5Inv. out 35 2 . 8 5 Inv. ud 3 5 3 . 7 New C BRim 358.4Inv. out 3 5 4 . 4 New C BRim 35 7 . 7Inv. in 35 2 . 9 5Inv. out 3 5 2 . 8 5Inv. ud 353. 7 New CBRim 338.9Inv. in 33 3 . 9Inv. out 33 3 . 8 New C BRim 339.5Inv. in 3 3 4 . 5Inv. out 33 4 . 4 New CBRim 355.2 0 Inv. in 3 5 0 . 4 5 Inv. out 3 5 0 . 3 5 New CBRim 361.25Inv. in 3 5 6 . 5Inv. out 3 5 6 . 4 New CBRim 36 3 . 1Inv. out 3 5 9 . 6 New CBRim 352.1Inv. in 348. 2 5 Inv. out 3 4 8 . 1 5 Inv. out347.0 New CBRim 347.25Inv. in 3 3 7 . 9 6 Inv. out 3 3 7 . 8 6 NewDMhRim 350.0Inv. in 3 4 5 . 7 5Inv. out 3 4 5 . 6 5 New CBRim 344.4Inv. in 3 3 9 . 9Inv. out 3 3 9 . 8 Future G r a v e l Wetlan d New CBRim 35 2 . 0 Inv. ou t 3 4 8 . 0 New 10"PVC Roo f Drain New E n dSection Inv. 332.5 New rip r a pdispersal p a d New 10"PVC Ro o f Drain New En dSectio n Inv. 332.5 New rip r a pdispersal p a d New EndSection Inv. 33 2 . 5 New riprapdispersa l pad New D M hRim 343. 2 5Inv. in 33 6 . 4Inv. out 33 6 . 3 New 10"PVC R o o f Drain New 10"PVC Roo fDrain.s=0.01 m i n . New 15"HDPEs=0.061 NewD M hRim 349. 6Inv. in 34 3 . 4 5Inv. out 34 3 . 3 5 New 10" P V C R o o f Drain. Co o r d i n a t e with mech a n i c a l p l a n s (typica l a l l r o o f d r a i n s ) New 10"PVC Roo fDrain 2, New 1 0 " P V C Roof Dra i n s New 10"PVC RoofDrain New 15" H DPE s = 0 . 0 8 2 New CBRim 366. 2 5Inv. in 361 . 8 Inv. out 3 6 1 . 7 New CBRim 3 6 6 . 2 5Inv. in 36 2 . 0Inv. out 36 1 . 9 New C BRim 367 . 2Inv. out 3 6 3 . 2 New CBRim 36 8 . 4Inv. in 3 6 2 . 8 2 Inv. out 3 6 2 . 7 2 New CBRim 372. 5Inv. in 367 . 7 5Inv. out 36 7 . 6 5 New C BRim 372. 8Inv. out 3 6 8 . 3 New C BRim 37 1 . 0Inv. in 3 6 6 . 2 5Inv. out 3 6 6 . 1 5 New C BRim 370 . 0Inv. in 36 5 . 2 5Inv. out 3 6 5 . 1 5 New CBRim 375.25Inv. in 3 7 0 . 5Inv. out 3 7 0 . 4 New C BRim 375.5Inv. out 37 1 . 0 New 10"PVC RoofDrainNew 12" HDPEs=0.019 New 12" HD P E s=0.014 New 1 5 " H D P E s = 0 . 1 1 5 New 12 " HDPEs=0.012 New 15" HDPEs=0.053 New 15 " H DP E s=0.0 2 1 New 15 " H D PE s=0.07 New 15" H D P E s = 0. 0 0 5 New 15" H D P E s=0.01 New 15" H D P E s=0.01 New 6" PV C S D R 3 5 s a n i t a r y sewer s e r v i c e t o b u i l d i n g . s=14"/ft min. New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordinat e w i t h mechanica l p l a n s . New 6" P V C S D R 3 5 sanitary s e w e r s e r v i c e to buildin g . s =14"/ft min. Coor d i n a t e w i t h mecha n i c a l p l a n s . New SMHRim 3 5 8 . 9Inv. in 3 5 1 . 2Inv. out 3 5 1 . 1Contracto r s h a l l v e r i f y p i p e i n v e r t prior to or d e r i n g m a n h o l e New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordina t e w i t h mechanica l p l a n s . HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: PH-1 OVERALL PHASING PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Leo Lane Phase 2 Open Space, Park Amenity, and Playground Phase 12 Relocated Old Farm Road Phase 8 O'Brien Farm Road extension to new Old Farm Road Phase 10 Existing Old Farm Road improvements & Village Green Phase 6 Potash Road Phase 14 Old Farm Road/Kimball Avenue Intersection Phase 13 Open Space amenity, IC Trail Phase 16 Mabel Way north Daniel Drive, Barn Road, and south Mabel Way Phase 3 Potash Road/Kimball Avenue intersection Phase 15 O'Brien Farm Road cul-de-sac Phase 9 Barn Improvements Village Green Phase 7 Open Space, Park Amenity Phase 11 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 3.11 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.64 ac Lot 29 1.04 ac Lot 41 3.91 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 1.17 ac Lot 19 Open Space 1.51 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 16-1516-1616-17 20-132-132-232-332-432-532-632-732-832-932-1032-1132-1232-1332-143 2 - 1 5 3 2 -1632-1732-1832-1932-2032-2132-2232-2332- 24 31-1 31-5 31-7 31-9 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31-8 31-10 31-1131-1220-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-263 1 - 2 0 3 1 - 2 1 Lot 38 1.55 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.42 ac Lot 43 3.95 ac Lot 44 3.51 ac Lot 45 2.90 ac Lot 37 1.10 ac 16-18 16-19 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 632-25 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36-137-1 35-11 Soil Stockpile and Fill Area Phase 4 Potash road and Construction Staging Area Phase 1 34-10 Lot 30 0.30 ac Lot 36 0.66 ac 24-1 24-124-2 24-3 24-436-236-336-436-537-2 37-3 37-4 37-5 GRAVEL WETLAND #6A 37-6 Old Farm Road Sidewalk to VT 116 Phase 17 Lot 40 1.90 ac Lot 50 1.15 ac Lot 33 2.38 ac Lot 49 0.54 ac DANIEL DRIVEOLD FARM ROAD MABEL WAYMABEL WAYMABEL WAY LEO LANE OL D F A R M R O A DO'BR I EN FARM ROAD O'BRIEN FARM RD EASTBARN ROAD POTASH ROAD 8' MIN 8' MIN XXXX X X X X X X X XXX X XXX X XXXX X XXXX X X X X X XXXXXX8' MIN 8' MIN XL101 L104A L105 L104B L102 L106 L107 L108A L108B L115 L116 L117 L118 L119 L120 L114L113L112L111 L109 L110 L103A L103B # DESCRIPTION 1 DESCRIPTION 2 00.00.0000 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 4/5/2022 3:02 PMOVERALL SITE PLAN 1"=100' CO 04.01.2022 L100 SCALE OF FEET 1000100 200 SCALE OF FEET MATCHLINE - SEE INSET BELOWFOR SHEET L106 S N O W S N O W S N O W O L D F A R M R O A D OLD FARM ROAD GRAVELPAVE POROUS GRAVEL PAVING PEA STONE COURTYAD WITH PICNIC TABLES L A W N L A W N P L A Y L A W N SCORED CONCRETE BITUMINOUS WALK BENCH, TYP. PLANTD BERM, TYP.5' 8' S E A S O N A L S K A T I N G R I N K E X I S T I N G B A R N P A V I L I O N S L E D D I N G H I L L S I L O P A R K I N G10' INTEGRAL COLOR CONCRETE GRAVELPAVE POROUS GRAVEL WALK 9-JC 2-IV 4-JS 12-AMA 52-SH 7-JC 6-PA 39-RF 22-RF 7-PA 8-JC27-SH 3-JS 23-SH 4-JS 1-IVJ 3-IV 9-AMA 12-RA 18-RA 13-CAK 13-RA 13-CAK GRAVELPAVE POROUS GRAVEL PAVING IN CONTRASTING COLOR TO PARKING LOT BIKE PARKING L A W N # DESCRIPTION 1 DESCRIPTION 2 00.00.0000 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 4/5/2022 4:57 PMENLARGED COMMUNITY/BARN CENTER PLAN 1/16" = 1'-0" CO 04.01.2022 L200 SCALE OF FEET 16016 32 SCALE OF FEET PAVILION PEA STONE WITH PICNIC TABLES PEA STONE COURTYARD NIGHT SCENE PICNIC TABLE OUTDOOR ICE SKATING RINK P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING S H R U B S AMA 21 Aronia melanocarpa 'Autmn Magic'AUTUMN MAGIC CHOKECHERRY 5 GAL.4' O.C. IV 5 Ilex verticillata 'Afterglow'WINTERBERRY (female)5 GAL.6' O.C. IVJ 1 Ilex verticillata "Jim Dandy'WINTERBERRY (male)5 GAL.5' O.C. JC 24 Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER 5 GAL.6' O.C. JS 11 Juniperus sargenti 'Green Sargent'GREEN SARGENT JUNIPER 5 GAL.6' O.C. RA 43 Rhus aromatica 'Gro-Low'GRO LOW SUMAC 1 GAL.4' O.C. P E R E N N I A L S PA 13 Perovskia atriplicifolia 'Filgran'FILGRAN RUSSIAN SAGE 1 GAL.30" O.C. RF 61 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. O R N A M E N T A L G R A S S E S SH 102 Sporobolus heteolepis PRAIRIE DROPSEED #1 18" O.C. CAK 26 Calamagrostis acutiflora 'Karl Foerster'FEATHER REED GRASS 2 GAL.18" O.C. L=192.93'R=167.00L=613.88'R=980.00'L=198.84'R=770.00'N84°46'43"E46.00'S64°10'28"W46.00'N81°18'41"E31.00'N08°41'19"W42.00'S81°18'41"W46.00'N35°11'04"W16.91'S40°15'45"WC-C1SC-C1NC-C2WC-C2EC-C3C-D1WC-D1EC-D2WC-D2EC-D3WC-D3EC-D4C-F1WC-F1EC-F2Lot 6Proposed ParkArea = 3.04 acTWO B RO TH E R S D R I V E Lot 13 2.77 acLot 100.93 acTWO BROTHERS DRIVELOT 141.08 acTWO BROTHERS TB2-NROW2E Lot 5CommonElement Area =8.73 ac.LOT 7 COMMON ELEMENT AREA = 2.44 ac.LOT 8COMMON ELEMENTAREA =4.65 ac.LOT 9 COMMONELEMENT 1.84 ac.50'50'50'60'6 0 ' 60'60' 60'60'O'BRIEN FARM ROADLAURENTIDE LANELEDGE WAYSPLIT ROCK COURTO'BRIEN FARM ROADLEO LANEKENNEDY DRIVEOLD FARM ROADELDREDGE STREETEx. Old Farm Road to be removedLot 41.06 acLot 111.17 acLot 152.38 acLot 121.57 acLot 173.11 acLot 162.69 acLot 202.13 acLot 212.30 acLot 221.25 acLot 241.25 acLot 332.38 acLot 324.80 acLot 35Lot 18 1.17 acLot 19 1.51 acOLD FARM ROAD (relocated)L=150.97'R=130.0'L=227.90'R=433.00'L=169.37'R=103.93'R=105.0'L=169.67'R=979.0'L=160.98'R=1029.0'L=169.20'L=193.16'R=337.00'L=1 2 9 . 8 0 ' DANIEL DRIVE Refer to Sheet E-1 "EasementPlan" for easementinformation.Refer to Sheet PL-2"Easement Plan" foreasement information.50' ROW ROW N50 ° 3 6 ' 3 8 " W 176. 2 4 'N2 3 ° 5 6 ' 3 3 "W 6 7 . 7 7 'N31°14'47"W115.20'N 3 1 ° 1 4 ' 4 7 " W 1 1 5 . 2 0 ' N4 5 ° 0 1 ' 0 5 " W 124 . 7 4 ' S4 4 ° 2 0 ' 1 8 " E 10 5 . 1 7 'Lot 230.12 acLot 360.66 acLot 490.54 acS40°39'34"W333.65'N40°39'34"E184.29'N82°04'22"W206.97'N11°20'30"E208.09'N11°20'30"E120.85'S11°20'30"W220.87'S11°22'19"W151.91'S11°22'12"W156.02'S07°02'47"W119.64'S06°48'36"W293.52'S07°00'57"W53.84'S83°01'46"E34.22'N49 ° 2 0 ' 2 6 " W 284 . 7 0 'N56°52'42"E55.33'N11°57'15"W77.28'N77°17'27"W38.64'N04°32'27"E211.41'N13°51'11"E191.41'N04°23'01"E70.58'60'N39°56'04"E253.14'N40°15'45"E141.38'65.4'S11°22'19"W300.02'N11°49'33"E249.24'N80°11'19"W31.37'N80°11'19"W29.71'N11°41'49"E203.37'N11°20'30"E104.91'N77°20'40"W265.68'S70°49'08"E125.99'N70°49'08"W183.69'N15°41'15"E202.48'50'N05°13'17"W31.00'DRIVES77°36'40"E107.19'N32°23'44"W38.06'S32°23'44"E37.30'S60°05'32"Wchord 1.22'L=1.22'R=130.00'N02°41'02"Wchord 66.87'L=68.08R=103.93'N16°04'57"E73.15'N30°36'15"Wchord 78.48'L=87.89R=53.93'S75°30'13"Echord 44.92'L=44.97'R=275.00'N75°30'13"Wchord 53.09'L=53.15'R=325.00'S51°49'35"E20.36'N4 4 ° 2 0 ' 1 8 " W 105 . 2 0 'S04°22'20"W29.39'N04°22'20"E73.35'N40°15'45"E251.76'N08°44'38"E457.62'S80°37'24"W48.39'N85°53'24"W16.77'N72°58'05"W64.04'S33°08'56"W5.00'S49°44'15"E10.59'N05°51'00"Wchord 39.56'L=44.15'R=27.50'344.88'S08°41'18"E291.92'N39°32'39"Echord 35.04'L=35.04'R=1659.99'N38°04'35"Echord 50.00'L=50.00'R=1659.99'N35°10'52"Echord 117.74'L=117.76'R=1659.99'N07°37'09"W139.06'N85°53'26"W254.96'S08°41'18"E243.56'N08°41'18"W151.56'N75°30'12"Wchord 115.15'L=117.72'R=162.00'S75°42'39"Echord 155.06'L=158.39'R=222.00'S14°56'24"W46.88'N14°56'24"E46.88'S08°41'18"E72.40'N08°41'18"W72.40'N25°49'35"W19.00'S25°49'32"E111.00'S83°40'45"W53.96'S88°36'15"Wchord 39.55'L=39.54'R=230.00'S55°30'51"Wchord 81.85'L=90.07'R=60.00'N83°58'29"Wchord 20.03'L=20.04'R=230.00'S12°30'26"W239.82'N12°30'26"E239.82'S11°20'40"W675.39'N85°53'26"W119.09'N05°13'17"W168.82'S05°13'17"E260.82'S35°11'04"E16.91'N82°40'51"E chord 65.51'L=66.35', R=120.00'S88°53'59"E chord 43.91'L=44.04', R=170.00'N83°40'45"E4.61'N27°38'56"Echord 62.69'L=63.43'R=120.00'N49°35'10"E380.09'N39°03'08"Wchord 81.58'L=82.05'R=220.00'S41°51'32"Echord 76.76'L=77.00'R=280.00'S31°10'25"Echord 27.42'L=27.43'R=280.00'S36°21'09"Echord 61.13'L=61.33'R=220.00'N36°21'09"Wchord 77.80'L=78.05'R=280.00'N45°37'44"E250.78'N45°37'44"E60.00'N45°37'44"E258.76'N45°37'44"E156.67'N49°35'10"E107.28'S22°19'03"Wchord 603.89'N22°19'03"Echord 566.92'N18°34'09"Wchord 197.17'N50°42'27"Echord 182.38'S43°04'58"Wchord 211.44'L=219.94'R=227.00'N49 ° 4 4 ' 1 5 " W 90.7 4 'S40°15'31"W130.21'N24°40'54"Wchord 84.70'L=87.46'R=100.00'N08°39'17"Echord 28.81'L=28.91'R=100.00'S39°07'11"Wchord3.99'L=3.99'R=100.00'S04°44'15"Echord 56.57'L=56.57'R=40.00'141.38'N30°13'27"Echord 71.47'L=71.83'R=205.00'N23°27'25"Echord 83.85'L=85.06'R=145.00'N18°56'47"Echord 76.66'L=77.25'R=180.00'S13°25'07"Wchord 48.31'L=48.43'R=205.00'S21°04'56"W308.15'N30°04'25"E355.27'S18°56'47"Wchord 51.11'L=51.50'R=120.00'S14°28'35"W132.68'L=134.59'R=230.00'N05°06'35"Echord 213.73'L=214.33'R=830.00'N14°28'35"Echord 98.07'L=99.48'R=170.00'S05°06'35"Wchord 198.28'N02°17'17"W40.50'S02°17'17"E40.50'S06°19'15"E56.24'S40°25'51"W129.67'N40°15'45"E122.52'N2 1 ° 5 6 ' 5 6 "W 1 4 0 . 7 8 ' S75°00'36"E 83.40'N18°47'00"E306.64'N06°52'33"E60.66'S14°54'51"W44.06'S04°58'50"E324.19'S12°23'20"W191.04'S04°32'24"W233.92'S13°51'53"W311.80'S07°30'50"W334.38'N06°59'30"W371.47 'N05°05'46"E143.93'N84°46'43"E31.00'N05°13'17"W42.00'S84°46'43"W46.00'N64°10'28"E31.00'N25°49'32"W42.00'N25°49'32"W31.00'N64°10'28"E46.00'N08°41'19"W31.00'N81°18'41"E46.00'S06°43'32"W232.01'S54° 2 5 ' 1 4 " E 97.3 2 'S40°10'24"W244.60'S49 ° 4 4 ' 1 5 " E 121. 6 2 ' N49 ° 4 4 ' 1 5 " W N40°15'34"E130.21'S49 ° 4 4 ' 1 5 " E 90. 7 4 'N02°24'36"W47.68'N06°19'15"W56.24'L=576.30'R=920.00'N23°19'06"E106.18'N23°19'06"E39.74'N80°59'51"W60.50'N80°59'51"W11.19'L=210.91'R=167.00N51°49'35"W20.44'N33°08'56"E99.35'55.03'S81°28'43"E47.75'N81°28'43"W47.75'N31°14'28"E50.20'S31°14'28"W50.20'S06°39'06"W123.57'N06°39'06"E123.57'S49 ° 4 4 ' 1 5 " E 78.9 2 ' S49 ° 4 4 ' 1 5 " E 84.5 7 'S33°44'47"E38.50'S81°18'51"W237.79'N51°50'56"W34.81'S81°18'51"W376.24'S02°24'36"E47.68'N 2 8 ° 2 2 ' 0 1 "W 5 1 . 4 3 ' S 2 8 ° 2 2 ' 0 1 " E 9 7 . 1 0 'S74°23'52"WS42°50'36"WN88°31'33"W217.90'N59°49'09"E188.09'N59°49'09"E184.35'N59°49'09"E48.86'N35°40'13"E265.01'156.62'S 3 2 ° 2 3 ' 4 4 " E 12 2 . 0 1 ' S53 ° 0 6 ' 1 2 " E 55.5 8 ' S 2 8 ° 1 5 ' 0 1 " E 9 3 . 8 8 'N49°35'10"E215.80'S54° 2 6 ' 5 6 " E 231. 6 9 'N36°53'48"E208.97'N36°53'48"E297.51'S86°22'24"Echord 142.63'N50°40'38"Echord 151.81'N50°40'38"Echord 79.52'N09°08'27"Echord 160.80'N09°08'27"Echord 169.01'N82°50'58"W197.56'N21°49'07"Echord 225.28'S53°06'12"E17.07'S86°38'32"Echord 77.35'L=81.95'R=70.0'S53°06'12"E17.07'S27°27'23"Wchord 36.52'L=36.72'R=100.00'N09°11'49"Echord 59.76'L=59.83'R=338.10'N010°18'41"Echord 96.33'L=96.50'R=479.00'L=88.88'R=55.00'N09°11'49"Echord 51.64'L=51.70'R=318.10'N010°18'41"Echord 106.39'L=106.57'R=529.00'378.92'S4 1 ° 5 0 ' 0 6 " E S53° 0 6 ' 1 2 " E 98.8 1 ' S53 ° 0 6 ' 1 2 " E 98.8 1 'N36°53'48"E61.09'66.45'S83°04'05"E156.37'S77°02'20"E51.47'N19°58'59"EN21°49'07"Echord 190.94'N36°53'48"E262.75'N07°00'57"E110.00'N07°00'57"EN83°03'58"W156.69'N57°00'01"Wchord 118.65'S83°03'58"E156.51'N57°00'01"Wchord 74.70'L=77.35'R=85.00'N78°37'41"WN07°00'53"E229.53'S06°45'42"W243.63'S07°02'47"W171.99'S78°37'41"ES83°51'45"W125.95'S77°20'40"E265.00'S78°01'35"E259.36'703.05'414. 2 1 'S05°51'36"W361.91'(DH3 to IP107)86.54'200.12'chordS45°55'55"E 67.41'Curve L=67.59', R=270.0'S49°22'14"E97.33'N50°02'22"Echord 146.08'L=146.80'R=430.00'S50°02'22"Wchord 125.70'L=126.32'R=370.00'353.04'272.0 6 ' S54° 2 6 ' 5 6 " E N40°08'56"EN40°08'56"ELot 5Lot 5Lot 5Lot 5O'BRIEN FARMROADSee Table of Curve Data.See Table of Curve Data.See Table of Curve Data. (LEONE to O-IP15) (O-IP15 to LEOSE )66' 72' (OFR 5 t o R O W P T 2 S ) 66'MABEL WAYMABEL WAY OLD FARM ROADN59°49'09"E45.12'S70°49'08"E57.70'Refer to Sheet E-1 "EasementPlan" for easementinformation.City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.LAURENTIDE LANELEDGE WAYSPLIT ROCK COURTSEE SHEET PL-2SEE SHEET PL-2 K IM B A L L A V E N U E OLD FARM ROADMABEL WAYEx. Old Farm Road to be removedLot 202.13 acLot 212.30 acLot 221.25 acLot 241.25 acLot 252.53 acLot 261.88 acLot 271.00 acLot 282.11 acLot 332.38 acLot 312.39 acLot 324.80 acLot 352.38 acLot 291.04 acLot 341.30 acLot 393.54 ac 1.17 acLot 19 1.51 acLot 371.10 acLot 381.55 acOLD FARM ROAD (relocated)O'B R I EN FA RM ROA D E A S T L=150.97'R=130.0'L=227.90'R=433.00'L=169.37'R=105.0'R=1029.0'L=169.20'L=193.16'R=337.00'L=1 2 9 . 8 0 ' R= 3 3 0 . 0 ' L= 3 8 1 . 0 8 ' R= 9 0 6 . 8 7 'N60°54'38"E98.44'BARN ROADLot 47 OpenSpace 12.64 acLot 401.90 acLot 48OpenSpace4.56 acLot 463.96 acLot 423.14 acLot 433.95 acLot 443.51 acLot 413.65 acLot 452.90 acChordChordS82°10'44"W38.03'ChordN37°04'15"E298.91'N34°08'31"E390.86'ChordPOTASH ROADArea = 2.47 acDANIEL DRIVE Lot 230.12 acL o t 3 0 0 . 3 0 a c Lot 360.66 acLot 490.54 acN40°39'34"E184.29'S07°55'21"W108.61'N82°04'22"W206.97'N11°20'30"E208.09'N11°20'30"E120.85'S11°20'30"W220.87'S11°22'19"W151.91'S11°22'12"W156.02'S07°02'47"W119.64'S06°48'36"W293.52'S07°00'57"W53.84'S83°01'46"E34.22'N49 ° 2 0 ' 2 6 " W 284. 7 0 'N56°52'42"E55.33'N11°57'15"W77.28'S59°33'01"W82.70'N77°17'27"W38.64'N04°32'27"E211.41'191.41'70.58'60' 65.4'S11°22'19"W300.02'60'N11°49'33"E249.24'N80°11'19"W31.37'N80°11'19"W29.71'N11°41'49"E203.37'N11°20'30"E104.91'N77°20'40"W265.68'S01°24'58"E20.76'S88°41'07"W106.89'N88°41'07"E106.98'S81°04'00"E97.85'S81°04'00"E115.64'L =116.2 6',R=325.00'L=9 8.37',R=275.00'S70°49'08"E125.99'N70°49'08"W183.69'N15°41'15"E202.48'N12°35'24"E660.46'N12°35'24"E375.46'S77°13'38"E554.62'N12°58'45"E34.87'N46°32'59"E30.04'S4 6 ° 2 3 ' 1 6 " E 407 . 9 0 ' N4 6 ° 2 3 ' 1 6 " W 378 . 8 3 'N55°41'39"E119.84'S77°13'46"E554.29'L=400.23',R=532.00'N12°35'24"E262.22'N55°41'39"E67.96'S45°49'11"W320.48'N45°49'11"E325.72'N46°32'59"E414.41'S48 ° 5 4 ' 2 6 " E 142. 9 1 'S43°13'53"W93.60'S01°13'57"E115.41' S48 ° 4 3 ' 5 1 " E 218 . 0 3 'S26°02'09"W357.65'S23°35'51"W349.79'N46°23'16"W428.47'S07°35'14"E281.50' N 3 4 ° 1 8 ' 2 1 " W 17 2 . 7 4 'N45°39'56"E253.74'S4 3 ° 2 6 ' 5 7 " E 70 2 . 4 3 'L=708.59', R=1549.00'Ch o r d Curve (PT1N to 0BN1)S30°15'25"E7.02'S36°08'55"W212.38'N29°24'50"W37.49'N 2 9 ° 2 4 ' 5 0 "W 2 4 0 . 5 7 'N59°44'58"E190.24'N52 ° 5 3 ' 3 3 " W 149. 3 9 'S36°08'55"W365.70'N74°02'06"W 113.45'N29°24'50"W18.17'N 2 9 ° 2 4 ' 5 0 "W 1 0 6 . 7 9 ' S79°40'39"E 81.03' N 3 0 ° 2 0 ' 1 2 "W 1 7 3 . 5 4 'N59°50'18"E259.95'S 3 0 ° 3 4 ' 0 0 " E 28 9 . 5 5 '50'50'S53°32'32"E8.99'N30°34'00"W37.39'S30°34'00"E39.99'S59°44'58"W38.14'S 2 9 ° 2 4 ' 5 0 " E 1 0 6 . 7 2 'S08°44'48 "E81.07 'S06°31'20 "E245.93 'S59°25'29"W53.52'S11°21'45"W38.04'N16°04'57"E73.15'N30°36'15"Wchord 78.48'L=87.89R=53.93'S75°30'13"Echord 44.92'L=44.97'R=275.00'N75°30'13"Wchord 53.09'L=53.15'R=325.00'N85°53'24"W16.77'N85°53'26"W119.09'S06°43'32"W232.01'S54° 2 6 ' 5 6 " E 231. 6 9 'N36°53'48"E208.97'N36°53'48"E297.51'S86°22'24"Echord 142.63'N50°40'38"Echord 151.81'N50°40'38"Echord 79.52'N09°08'27"Echord 169.01'N21°49'07"Echord 225.28'S53°06'12"E17.07'S86°38'32"Echord 77.35'L=81.95'R=70.0'S53°06'12"E17.07'L=88.88'R=55.00'N09°11'49"Echord 51.64'L=51.70'R=318.10'N010°18'41"Echord 106.39'L=106.57'R=529.00'S4 1 ° 5 0 ' 0 6 " E ch o r d 1 2 8 . 9 7 ' S53 ° 0 6 ' 1 2 " E 98.8 1 ' S53° 0 6 ' 1 2 " E 98.8 1 ' N 3 0 ° 3 4 ' 0 0 " W 3 6 4 . 6 6 'N36°53'48"E61.09'66.45'S83°04'05"E156.37'S77°02'20"E51.47'N19°58'59"E80.22'N59°26'00"E81.91'N21°49'07"Echord 190.94'N36°53'48"E262.75'S53° 0 6 ' 1 2 " E 244. 9 3 'N61°48'20"E67.89'S 3 0 ° 3 4 ' 0 0 " E 1 1 4 . 0 6 'N36°53'48"E233.27'S 3 0 ° 2 0 ' 3 9 " E 1 1 0 . 9 8 '184.45'S 3 0 ° 2 0 ' 3 9 " E 3 5 1 . 4 8 ' S 3 0 ° 2 0 ' 3 9 " E 1 9 3 . 0 0 ' S 3 0 ° 2 0 ' 3 9 " E 47 7 . 4 4 'N49°58'11"Wchord 99.20'L=116.78'R=60.00'Curve DataL=115.45'R=60.00'S26°17'57"Echord 73.33'L=78.89'R=60.00'N07°00'57"E110.00'N07°00'57"ES89°14'41"W148.66'N 3 0 ° 5 5 ' 5 6 " W 9 2 . 1 4 'N83°03'58"W156.69'N57°00'01"Wchord 118.65'L=112.84'R=135.00'N18°58'50"Wchord 92.89'L=93.58'R=225.00'S83°03'58"E156.51'N57°00'01"Wchord 74.70'L=77.35'R=85.00'N12°00'00"Wchord 113.56'L=115.65'R=175.00'181.11'N2 0 ° 5 3 ' 2 4 "W 49 . 3 2 'N78°37'41"W400.00'N07°00'53"E229.53'S06°45'42"W243.63'S07°02'47"W171.99'N 3 0 ° 5 5 ' 5 6 "W 9 2 . 1 4 'N06°58'44"Wchord 156.27'L=157.82'R=325.00'N06°50'20"Wchord 89.28'L=89.93'R=175.00'N11°22'19"E271.31'S78°37'41"E400.00'S00°12'51"Echord 90.54'L=90.80'R=350.00'N11°22'19"E28.71'N11°22'51"E237.39'S82°10'44"WS12°37'31"W510.28'S78°00'50"E140.18'N06°55'56"E181.11'N06°55'56"ES00°21'17"Echord 54.99'L=55.12'R=225.00'S83°05'47"E149.59'S06°55'56"W177.11'S11°22'51"W230.21'S01°27'04"E180.34'S11°44'36"W146.03'N06°58'44"Wchord 132.23'L=133.54'R=275.00'N2 0 ° 5 3 '2 4 "W49. 32 'N04°45'17"Wchord 125.06'L=126.73'R=125.00'N01°51'17"Wchord 99.04'L=99.49'R=300.00'587.42'S83°00'08"W91.40'323.70'S07°29'10"E564.93 'S83°00'08"W1491.36' (0-IP8 to 0-IP7)Chord: N57°48'04"E67.85'Curve: L=67.86'R=1559.0'N33°26'45"E10.00'N52°38'28"Wchord 211.41'L=211.57'R=1549.00'50.31'S83°51'45"W125.95'S77°20'40"E265.00'N78°45'48"Echord 141.76'S13°27'25"W133.33'S01°24'58"E71.20'186.14'S82°10'44"W172.98'L=145.95',R=175.00'N54°52'15"E23.03'S36°31'05"E35.73'S06°01'13"Wchord 32.36'CurveL=32.45'R=125.00'S78°01'35"E259.36'N64°50'06"E76.25'N24°23'19"E90.56'S78°55'17"E107.55'S12°03'56"W61.59'S54°52'15"W78.96'S78°45'48"Wchord 101.26'S33°28'06"Wchord 91.26'L=93.39'R=125.00'L=104.25',R=125.00'S07°38'46"E65.08'S02°12'35"Wchord 59.91'L=60.24'R=175.00'S12°03'56"W16.83'N13°27'25"E133.33'N01°24'58"W155.40'N34°33'42"Echord 121.48.'L=130.75'R=175.00'N54°52'15"E5.92'N36°31'05"W34.52'N11°31'50"Wchord 105.61'L=109.03'R=125.00'N06°01'13"Echord 19.41'L=19.47'R=75.00'N07°38'46"W65.08'N02°12'35"Echord 77.03'L=77.41'R=225.00'349.05' (0-IP7 to 37S-NEW)420.91'176.77'310.01'151.06'414. 2 1 'N02°12'35"Echord 77.03'L=77.41'R=225.00'199.88'200.12'chordS45°55'55"E 67.41'Curve L=67.59', R=270.0'S49°22'14"E97.33'67.93'87.73'353.04'N12°58'45"E670.23'N44°42'248"Wchord 217.27'L=217.45'R=1549.00'N39°29'50"Wchord 64.21'L=64.22'R=1549.00'N34°19'37"Wchord 215.17'L=215.35'R=1549.00'1 0 3 6 . 0 2 ' (R O W P T 1 S t o R O W P C 2 S )N40°23'30"Wchord 316.43'L=318.06'R=906.87'N52°25'48"Wchord 63.01'L=63.02'R=906.87'ChordS34°39'49"E 38.58'Curve L=38.61', R=270.00'N59°44'58"E148.34'272. 0 6 ' S54° 2 6 ' 5 6 " E (LEONE to O-IP15) (O-IP15 to LEOSE )50'50'64' 66' 72' (OFR 5 t o R O W P T 2 S ) 66'N50°45'25"Echord 91.57'L=91.68'R=532.00'N50°45'25"Wchord 80.55'L=80.65'R=468.00'N15°31'07"Echord 47.80'L=47.84'R=468.00'64 'N55°41'39"E16.08'S55°41'39"W233.08'60'S83°00'08"WS83°00'08"Wchord 63.36'S11°31'50"ECurve L=65.42'R=75.00'49.1'MABEL WAYMABEL WAY OLD FARM ROADLot 501.15 acN45°39'56"E390.74'S3 8 ° 0 7 ' 5 1 " E 21 6 . 3 6 ' S70°49'08"E57.70'Refer to Sheet E-1 "EasementPlan" for easementinformation.Refer to Sheet E-1 "EasementPlan" for easementinformation.City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.SEE SHEET PL-1SEE SHEET PL-1 OLD FARM ROADMABEL WAYBARN ROADDANIEL DRIVE MABEL WAY OLD FARM ROAD34-134-339-839-939-1039-1138-138-238-338-438-534-234-434-935-135-335-435-535-635-735-835-935-1034-634-734-835-1235-1335-1435-1537-237-337-437-537-635-1635-1735-1837-135-1134-1036-136-236-336-436-534-5Lot 332.38 acLot 352.38 acLot 360.66 acLot 371.10 acLot 381.55 acLot 393.54 acLot 34 Common Element0.77 acLot 341.30 acLot 35CommonElement1.53 acLot 36CommonElement0.47 acLot 37CommonElement0.79 acLot 38 Common Element1.09 acLot 39 Common Element2.52 ac OLD FARM ROADO' B R I EN FA RM ROAD EA S T MABEL WAY32-132-232-332-432-532-632-732-1332-1432-1532-1632-1732-1832-1932-2032-2132-2232-2331-131-531-731-931-1431-1531-1631-1739-139-239-339-439-539-639-731-231-331-431-631-831-1031-1131-1231-1331-1831-1931-2031-2131-2231-2331-2431-2531-2632-832-932-1032-1132-1232-2432-2524-124-224-324-4Lot 324.80 acLot 241.25 acLot 230.12 acLot 312.39 acLot 393.54 acLot 32 Common Element3.03 acLot 24CommonElement1.06 acLot 31CommonElement1.44 acLot 39 Common Element2.52 ac LEO LANEOLD FARM ROADMABEL WAY16-116-216-316-416-716-616-516-816-916-1016-1116-1216-1316-1420-132-132-232-332-432-532-632-732-1332-1432-1531-131-531-231-331-431-620-220-320-420-520-620-720-820-920-1020-1120-1220-1320-1420-1520-1620-1720-1820-1920-2020-2120-2220-2320-2420-2520-2632-832-932-1032-1132-1216-1516-1616-1716-1816-19City R.O.W. to be reduced from66' to 60' along frontage of Lot 20.Lot 162.69 acLot 202.13 acLot 324.80 acLot 16 Common Element1.69 acLot 20 Common Element 0.92 acLot 32 Common Element3.03 ac DANIEL DRIVEOLD FARM ROAD MABEL WAYMABEL WAYMABEL WAY LEO LANE OL D F A R M R O A DO'BR I EN FARM ROAD O'BRIEN FARM RD EASTBARN ROAD POTASH ROAD 8' MIN 8' MIN XXXX X X X X X X X XXX X XXX X XXXX X XXXX X X X X X XXXXXX8' MIN 8' MIN XL101 L104A L105 L104B L102 L106 L107 L108A L108B L115 L116 L117 L118 L119 L120 L114L113L112L111 L109 L110 L103A L103B # DESCRIPTION 1 DESCRIPTION 2 00.00.0000 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PLOT DATE: 4/5/2022 3:02 PMOVERALL SITE PLAN 1"=100' CO 04.01.2022 L100 SCALE OF FEET 1000100 200 SCALE OF FEET MATCHLINE - SEE INSET BELOWFOR SHEET L106 New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New CB Rim 396.72 Inv. in 391.97 Inv. out 391.87 Inv. fd 393.12 New SMh Rim 378.95 Inv. in 372.75 Inv. out 372.65 New 6" PVC SDR 35 sanitary sewer stub, cap , and witness New End Section Inv. out 377.5 Forebay New Outlet Structure 3. See detail. New rip rap dispersal pad New berm with stone weir overflow New stone overflow New CB Rim 375.2 Inv. in 370.25 Inv. out 370.15 New CB Rim 375.2 Inv. out 370.45 New DMh Rim 388.0 Inv. in 379.3 Inv. out 379.2 1.2 ac Lot 21 2.3 ac Lot 24 1.25 ac Lot 25 2.53 ac Lot 19 Open Space 1.51 ac New 6" PVC cross pipe between cells 2, New 18" PVC vertical inlet pipes 2, New 18" PVC vertical inlet pipes New CB Rim 390.5 Inv. in 385.55 Inv. out 385.45 New CB Rim 390.5 Inv. out 385.75 New CB Rim 379.62 Inv. in 374.67 Inv. out 375.57 New CB Rim 379.62 Inv. out 374.87 New CB Rim 372.00 Inv. in 367.05 Inv. out 366.95 New CB Rim 372.0 Inv. out 367.25 New CB Rim 371.4 Inv. out 366.65 New CB Rim 370.50 Inv. in 365.75 Inv. out 365.65 New CB Rim 370.50 Inv. in 365.25 Inv. out 365.15 New CB Rim 371.33 Inv. in 366.58 Inv. out 366.48 New CB Rim 367.05 Inv. in 362.1 Inv. out 362.0 New CB Rim 367.05 Inv. out 362.30 New CB Rim 353.0 Inv. in 348.05 Inv. out 347.95 New SMh Rim 371.33 Inv. in 364.38 Inv. out 364.28 New CB New 8" PVC Sewer s=0.08 New 8" PVC Sewer s=0.026New 8 " P V C S e w e r s = 0 . 0 6 9 New 8 " P V C S e w e r s = 0 . 0 5 6 8' paved multi-u s e p a t h 10' p a v e d m u l t i - u s e p a t h10' concrete multi-use path Gravel Wetland #3 Cell#1 60' x 62' Elev. 374.0 Ne w 1 5 " H D P E New 15" HDPENew 1 5 " H D P E New 15" HDPE s=0.07 2 New 15" HDPENew 1 5 " H D P ENew 15"HDPENew 15" HDPENew 15"HDPEGravel Wetland #3 Cell#1 60' x 62' Elev. 374.0 New 2 4 " H D P E s=0.0 3 0 New 15"HDPENew 15 "HDPENew 15" HDPE New 15"HDPENew 1 8 " H D P E New DMh Rim 368.8 Inv. in 363.3 Inv. out 363.2 s=0.0 7 1 New 8" x 8" x 8" tee with thrust block and valve New 8" gate valves New 8"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New Hydrant assembly New 8" C900 PVC water main New 1 5 " H D P E Raised crosswalk 24-1 24-2 24-3 24-4 New 8 " C L 5 2 D . I . W a t e r m a i n New Hydrant assembly New 45° bends with thrust blocks New DMh Rim 383.0 Inv. in 378.25 Inv. out 378.15 New End Section Inv. out 376.5 Gravel Wetland #6A Cell#1 2,670 s.f. Elev. 376.0 Gravel Wetland #6A Cell#2 980 s.f. Elev. 376.0 Forebay New stone berm 2, New 18" PVC vertical inlet pipes New Outlet Structure 6A. See detail. 2, New 18" PVC vertical inlet pipes New berm with stone weir overflow New rip rap dispersal pad Ne w 1 5 " H D P E s = 0 . 0 2 3 New 1 8" HDPE s= 0 .06 2 Lot 23 0.12 ac 12' wide stabilized grass maintenance drive 12' wide stabilized grass maintenance drive 12' wide stabilized grass maintenance drive Ne w g a t e val v e , c a p , stu b , t h r u s t blo c k , a n d wit n e s s f o r 8 " wat e r m a i n . Ne w Hy d r a n t ass e m b l y Ne w 8 " w a t e r stu b w i t h c a p , trh u s t b l o c k a n d wit n e s sNew 1 5 " HDPE s= 0 . 0 2 1 New 15" HDP E s=0.01 Ne w C B Ri m 3 7 2 . 8 Inv . i n 3 6 7 . 9 1 Inv . o u t 3 6 7 . 8 1 Inv . u d 3 6 8 . 6 6 Ne w C B Ri m 3 7 2 . 9 Inv . o u t 3 6 8 . 1 5 In v . u d 3 6 8 . 9 Ne w C B Ri m 3 7 0 . 9 Inv . i n 3 6 6 . 1 5 Inv . o u t 3 6 6 . 0 5 Inv . u d 3 6 6 . 9 Ne w C B Ri m 3 7 1 . 0 Inv . i n 3 6 6 . 2 5 Inv . o u t 3 6 6 . 1 5 Ne w C B Ri m 3 7 0 . 0 Inv . i n 3 6 5 . 2 5 Inv . o u t 3 6 5 . 1 5 Ne w C B Ri m 3 7 5 . 2 5 Inv . i n 3 7 0 . 5 Inv . o u t 3 7 0 . 4 Ne w C B Ri m 3 7 5 . 5 Inv . o u t 3 7 1 . 0 New 12" HDPEs=0.012New 15" HDPE s=0.053 New 15" HDPEs=0.021 New SMh Rim 380.67 Inv. in 375.0 Inv. out 374.9 New 8" PVC Sewer s=0.021PCG 388.0 PCG 387.0 PCG 387.0 PCG 387.0 G1 G2 G3 G4 New rip rap dispersal pad Convert from D.I. to C900 PVC water main. Provide all necessary fittings.New 8" C900 PVC water mainConvert from D.I. to C900 PVC water main. Provide all necessary fittings. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-5 SITE PLAN - Old Farm Road and O'Brien Farm Road Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW New SMh Rim 424.24 Inv. in 418.54 Inv. out 418.44 Lot 34 1.30 ac 34-1 34-3 34-2 34-4 34-5 Lot 37 1.10 ac Lot 35 2.38 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 New SMh Rim 414.1 Inv. in 408.4 Inv. out 408.3 New SMh Rim 417.75 Inv. in 412.05 Inv. out 411.95 New CB Rim 423.50 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB Rim 413.60 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB Rim 417.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 New CB Rim 417.60 Inv. fd 410.7 Inv. out 409.45 New CB Rim 423.50 Inv. fd 415.7 Inv. out 414.45 34-6 34-7 New CB Rim 411.3 Inv. fd 404.1 Inv. in 402.85 Inv. out 402.75 New CB Rim 420.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 New CB Rim 420.54 Inv. fd 413.7 Inv. out 412.45 Lot 35 2.38 ac 35-13 35-14 35-15 37-2 37-3 37-4 35-16 35-17 35-18 37-1 New CB Rim 421.93 Inv. fd 414.3 Inv. in 412.8 Inv. out 412.7 New CB Rim 421.93 Inv. out 414.4 New CB Rim 415.43 Inv. fd 407.9 Inv. in 406.65 Inv. out 406.55 New CB Rim 415.43 Inv. fd 409.1 Inv. out 407.85 New CB Rim 407.22 Inv. fd 396.95 Inv. in 395.7 Inv. out 395.6 New CB Rim 407.22 Inv. fd 397.1 Inv. out 395.85 New SMh Rim 410.23 Inv. in 404.53 Inv. out 404.43 New SMh Rim 422.33 Inv. in 416.63 Inv. out 416.53 New 8" PVC Sewer s=0 .034New 8" PVC Sewers=0.030New 8" PVC Sewers=0.071New 8" PVC Sewers=0.076New 15" HDPE s=0.032New 15" HDPE New 15 " H D P ENew 15" HDPE s=0.023New 15" HDPE s=0 .025 New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE s=0.115New 15" HDPE s=0.048New 12" x 12" x 8" tee with thrust block and valve New Hydrant assembly New 12" CL 52 D.I. Water m a i n New 12"tee with valve & thrust block New 12" gate valve New 12" CL 52 D.I. Water main New Hydrant assembly New 45° bends with thrust blocks 36-136-236-3 36-4 36-5 G5 G4 G3 G2 G1 New Hydrant assembly Lot 36 0.66 ac New CB Rim 420.5 Inv. in fd 414.5 Inv. out 413.0 New DMh Rim 420.9 Inv. in 410.78 Inv. out 410.68 New 6" PVC footing drain. s=0.005 min New SMh Rim 426.2 Inv. in 420.5 Inv. out 420.4 New 8" PVC Sewer s=0.03 New SMh Rim 421.25 Inv. in 415.55 Inv. out 415.45 New 8" PVC C900 water main New 12" x 12" x 8" tee with thrust block and valve New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. New 34" k copper water service and curb stop. Typical all units.New 8" PVC Sewers=0.024PCG 424.5PCG 423.5PCG 420.0PCG 417.0PCG 414.0PCG 425.0PCG 423.0PCG 420.0PCG 417.5PCG 426.0PCG 425.0PCG 423.0PCG 418.5PCG 413.5PCG 408.0PCG 419.0PCG 415.5PCG 411.5PCG 407.5PCG 424.5PCG 425.5 PCG 426.0 PCG 426.0 PCG 426.0 Convert from D.I. to C900 PVC water main. Provide all necessary fittings. Convert from D.I. to C900 PVC water main. Provide all necessary fittings. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-10 SITE PLAN - MABEL WAY & DANIEL DRIVE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW P:\2019\19083 O'Brien\dwg\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg 3/30/2022 14:07:16 1 : 1 P:\2019\19083 O'Brien\dwg\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg 3/30/2022 09:43:08 1 : 1 P:\2019\19083 O'Brien\dwg\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg 3/30/2022 09:43:24 1 : 1 P:\2019\19083 O'Brien\dwg\19083-Eastview Pavement Marking & Traffic Sign Plan.dwg 3/30/2022 09:43:47 1 : 1 Eastview Mixed Use Design Guide 16-Aug-22 Description Primary Building Façade (Defined As the Façade Phasing the Primary Pedestrian Way) A façade facing a parking area is a secondary facade. Secondary Façade Building Standards 1. Building Types a. All Buildings Allowed Under Zoning Regulations for District Permitted 2. Building Stories a. Principal 1.5, Min. 5, Max 1 Min. 5 Max. b. Accessory Structure 2 Max 2 Max. 3. Floor to Floor Height a. First Story 24' Max 24' Max b. Upper Stories 14' Max 14' Max 4. Setback a. Front Yard 5' 5' b. Side Yard 5'5' c. Rear Yard 10'10' 6. Entrances Maximum Distance Between Public Entrances Non-Residential First Floor Use (Includes Parking Garage) 100 Maximum Distance Between Operable Entrances Residential First Floor Use: Min. 2 Entrances Per Façade 7. Glazing a. First Occupiable Story Min 40% of the width of the building and minimum of 7.5' in height for non-residential uses and 6' in height with a minimum window head height of 7.5' for residential. c. Upper Stories 30% of Façade Area Under Roofline 8. Building Breaks a. Building Horizontal Façade Min 3 every 80' b. Single span of Horizontal Façade without a Break 48' Max 9. Supplemental Building Standards a. Awnings, Stoops, Vestibules Encouraged 10. Structured Parking at Street Level a. Location Permitted at all locations where basement/lower level stories are exposed due to grade. b. Glazing of Parking Story Min 15% of the width of the building and minimum of 7.5' in height for non-residential uses and 6' in height with a minimum window head height of 7.5' for residential. c. Screening of Garage Openings Required d. Garage Vehicular Access Not prohibited, to be approved at Site Plan review. Blocks and Street Standards 1. Blocks As Approved in PUD 2. Streets As Approved in PUD 3. Curb Cuts As Aproved in PUD Surface Parking Standards 1. Parking Requirements a. Per residential unit 2 Spaces Maximum b. Commercial Uses As Required by Use Supplemental Regulations a. Partially underground Parking story*None Required a. First Story Above Parking None Required b. Second Story Above Parking None Required c. Third Story Above Parking None Required d. Fourth Story Above Parking None Required e. Fifth Story Above Parking 12' Min. Streetscape Standards** 1. General Standards a. Non-hardscape, Pervious Areas Densely planted b. ROW Features and Plantings As Approved by Department of Public Works 2. Streetscape Requirements a. Benches Permitted b. Café Tables Permitted c. Bicycle Parking (Short Term)Permitted d. Street Tree Spaces, on Center 30' Max Average Streetscape Standards Residential Parking 2 Space Per Unit Maximum *Underground Parking even if exposed on one side is not considered a story for the purpose of this design guide. ** Must allow for uniterupted 5' sidewalk width in all cases when installed EASTVIEW @ O’BRIEN FARM | COLOR RENDERED SITE PLAN SCALE: 1” = 20’-0” 08.09.2022 SCALE OF FEET 20020 40 COMMERCIAL ANCHOR RETAIL PAVILION COMMERCIAL 1ST FLOOR & PARKING BELOW GRADE 2ND & 3RD FLOOR RESIDENTIAL COMMERCIAL 1ST FLOOR & PARKING BELOW GRADE 2ND, 3RD & 4TH FLOOR RESIDENTIAL 1.5 STORY COMMERCIAL BUILDING PLAZA SPACE WITH RAISED PLANTERS, BUILT-IN BENCHES, CAFE SPACE & CENTRAL PLAZA FEATURE SHADE TREE, TYP. PEDESTRIAN WALK/CAFE SPACE COLLECTOR BAND OR GREEN BELT TYP. ANGLED PARKING - COLORED CONCRETE STREET TREES IN TREE GRATES, TYP. LOW PLANTINGS PAVER CROSSWALK BIKE PARKING PEDESTRIAN WALK/CAFE SPACE COLLECTOR BAND OR GREEN BELT, TYP. SPECIAL PAVEMENT PUBLIC SCULPTURE LOW PLANTINGS RETAINING WALLSO L D F A R M R O A DLIGHT POLE, TYP. CATENARY LIGHTS STRUNG BETWEEN BUILDINGS K E N N E D Y D R I V E I-C LOT 4 - 3.1 acresI-C LOT 3 - 2.7 acresI-C LOT 5 - 4.7 acresI-C LOT 2 - 4.0 acresI-C LOT 6 - 3.7 acresI-C LOT 7 - 3.4 acresI-C LOT 1 - 3.0 acres4,000 Community/Res Service14,000 Residential Service12,000 Commercial1.5 STORY COMMERCIAL BUILDING MIXED USE BUILDING 1ST FLOOR COMMERCIAL/UNDERGROUND PARKING 2ND - 4TH FLOORS RESIDENTIAL ANGLED PARKING PEDESTRIAN WALK & CAFE SPACE PEDESTRIAN WALK/CAFE SPACE ANGLED PARKING/STORMWATER DRIVE AISLE ANGLED PARKING PEDESTRIAN WALK/ CAFE SPACE TREE IN TREE GRATE CATENARY LIGHTS STREET LIGHT STREET LIGHT COLLECTOR BAND/ GREEN BELT PUBLIC SPACE SHOWING CATENARY LIGHTS ABOVE STORMWATER TREATMENT @ TRANSITION BETWEEN PARKING AND COLLECTOR BAND EASTVIEW @ O’BRIEN FARM | SECTION @ STREETSCAPE & IMAGES SECTION THROUGH MAIN STREETSCAPE 3/16” = 1’-0” CAFE SEATING, CATENARY LIGHTS ABOVE & PAVERS TRANSITION FROM VEHICULAR TO PEDESTRIAN PAVING WITH LIGHTING, PLANTING & VARIED PAVING FOUR WAY INTERSECTION SHOWING VARIATIONS IN PAVING MATERIALS EXAMPLE OF CATENARY LIGHTING BETWEEN BUILDINGS STORMWATER TREATMENT @ TRANSITION BETWEEN PARKING AND COLLECTOR BAND LANDSCAPE FEATURES SEPARATING AND DISTINGUISHING BETWEEN ROADWAY, ANGLED PARKING AND PEDESTRIAN SPACES CAFE SPACES , PLANTERS, & SHADE TREES IN TREE GRATES PROPERTYLINEANGLED PARKING SLOPED PLANTING AREA SIDEWALK KENNEDY DRIVE EXISTING GRADE EASTVIEW @ O’BRIEN FARM | SECTION SECTION @ KENNEDY DRIVE 1/8” = 1’-0” EASTVIEW @ O’BRIEN FARM | ENLARGEMENT PLANS & IMAGES ENLARGEMENT PLAN @ KIMBALL & KENNEDY AMENITY AREA ENLARGEMENT PLAN @ PLAZA SPACE 1” = 10’-0” 1” = 10’-0” RETAIL PAVILION PLAZA SPACE WITH “CENTRAL FEATURE” RAISED PLANTERS W/ BUILT-IN BENCHES CAFE SPACE BOLLARDS STREET LIGHT PAVED PLAZA AREA RETAINING WALL PUBLIC SCULPTURE VARIETY OF LOW SHRUBS, ORNAMENTAL GRASSES, GROUNDCOVERS, DECIDUOUS TREES & EVERGREENS ADA SWITCHBACK RAMP TO UPPER LEVEL FROM KENNEDY DRIVE STAIRS FROM PEDESTRIAN PLAZA @ KENNEDY DRIVE TO UPPER LEVEL STREETSCAPE HANDRAILS, CONCRETE RETAINING WALLS @ A PLAZA SPACE WITH BUILT-IN BENCHES BUILT-IN BENCH AT RAISED PLANTER SEATWALLS, PLANTERS AND VARIATION IN PAVING MATERIALS RAISED PLANTERS WITH BUILT-IN WOOD BENCHES PEDESTRIAN RAMP ASCENDING SLOPEPEDESTRIAN RAMP & CONCRETE RETAINING WALLS PLANTERS AND SEATING 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3 TR2 TP4 16 8 . 2 ' 15 0 . 7 '313.6'76.7'152 . 6 ' 60' 102 ' 105. 8 ' 77.3 ' 60' 80. 1 ' 97.7 '143'164'102.4'129'110'226.2'207.9'207.9'24.2'79.9'118.7'HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C1-LR COMMERCIAL-LIMITED RETAIL LANDS Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW GRAVEL WETLAND #2 GRAVEL WETLAND #5 Lot 17 3.11 ac Lot 16 2.61 ac Lot 20 2.06 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 30 2.39 ac Lot 31 4.80 ac Lot 45 Open Space 12.64 ac Lot 29 1.04 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 37 3.54 ac Lot 19 Open Space 1.51 ac GRAVEL WETLAND #9 Lot 13 2.78 ac Lot 15 2.38 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 30 0.30 ac