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HomeMy WebLinkAboutAgenda 08_SD-24-12_500 Old Farm Rd _OBrien Eastview_PPFP #SD-24-12 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SD-24-12_500 Old Farm Rd _OBrien Eastview_PPFP_2024-07- 02.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: June 26, 2024 Application received: June 5, 2024 500 Old Farm Road – O’Brien Eastview, LLC Preliminary and Final Plat Application #SD-24-12 Meeting Date: July 2, 2024 Owner/Applicant O’Brien Eastview, LLC 1855 Williston Road South Burlington, VT 05403 Engineer Krebs & Lansing Consulting Engineers 164 Main Street Colchester, VT 05446 Property Information Tax Parcels 1260-0200F, 0970-00255.c, 0970-00255 Zoning District: R1-PRD Project Area: approximately 102 acres Location Map #SD-24-12 PROJECT DESCRIPTION Preliminary and final plat application #SD-24-12 of O’Brien Eastview LLC to amend a previously approved plan for a planned unit development of 155 homes in single family, duplex, and three- family dwellings on eleven (11) lots totaling 23.9 acres, twenty-four (24) commercial development lots totaling 39.8 acres, and 25.2 acres of undeveloped or recreational open spaces. The amendment consists of subdividing a 0.17 acre lot for the purpose of a battery storage microgrid in an area previously approved for open space, adding 14 units in two-family homes, replacing two large single-family homes with four detached cottage style units, modifying the approved phasing, and other minor amendments, 500 Old Farm Road. PERMIT HISTORY The sketch plan application for this amendment was reviewed by the Board on February 6, 2024. The property received final plat approval #SD-22-10A for 155 homes and 24 future development lots. During the DRB review process, the applicant removed 14 units in two-family homes that were non- compliant with the Land Development Regulations in effect at that time in terms of proposed height. This applicant seeks to amend the previously approved PUD under the current Land Development Regulations, which, through a General PUD, afford the Board the ability to grant height waivers where they were prohibited before and also apply updated standards applicable to changes to the project and new phases. The applicant has also incorporated several additional requests into this PUD amendment. A summary of all proposed requests is as follows. 1. Add 14 homes in two-family dwellings. See sheet C-6. 2. Subdivide previously approved open space on Lot 18 for the purpose of adding battery storage on the new lot. See sheet C-2. This open space was intended for the City to consider accepting ownership one year after substantial completion. 3. Re-subdivide Lots 36 & 37 for the purpose of removing two single family homes from Lot 37 and adding four cottage homes (still single family) on Lot 36. These are on Sheet C-10. 4. Change surface parking at barn from porous to standard pavement. See sheet C-9 5. Change parking for cottage homes on Lot 16. See sheet C-4 6. Permit administrative officer review of phase completion requirements. See cover letter. 7. Shift walking loop trail on Lots 41, 45, 46, and 48 to avoid sensitive areas as identified by Act 250. 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. The proposed amendments are subject to the current Land Development Regulations adopted November 20, 2023, including zoning district and dimensional standards, General PUD standards, the general regulations of Article 3 and the supplemental regulations of Article 13. Staff reminds the Board and applicant that as a combined preliminary and final plat application, the applicant has waived the opportunity for a separate, less detailed, preliminary plat review, and all details of the application must be finalized before the Board can issue a decision, therefore it would not be unexpected if a continuation is required. A) PHASING The applicants request #6 is to permit administrative modification of the schedule for the approved phasing plan to account for seasonal work requirements as they arise. #SD-24-12 Staff reminds the Board of their detailed discussion as part of the review of final plat approval SD- 22-10A that the phase schedule was set to represent the latest possible time the applicant must complete something. The Board and applicant agreed that the schedule did not mean that the expectation was that the applicant would complete the agreed-upon trigger immediately prior to beginning the next phase, but rather that the agreed-upon trigger would be well under way long before the applicant was ready to begin the next phase and be complete no later than the applicant beginning the next phase. At sketch, individual Board members indicated they would consider a modified request that took into account delayed completion due to seasonal factors, as well as uncontrollable factors. Staff reminds the Board that the completion is measured by issuance of a Certificate of Occupancy. An applicant is eligible for a temporary certificate of occupancy under the following circumstances. 17.03 D. Temporary Certificate of Occupancy. Upon written request of the owner or his authorized representative, the Administrative Officer may issue a temporary certificate of occupancy for the purposes described above provided the owner or his authorized representative can demonstrate that any and all City approvals or permits have been obtained and complied with to the fullest extent possible, barring uncontrollable factors such as inclement weather that may have prevented final paving or installation of required landscaping. The temporary certificate of occupancy shall remain in effect for a period not to exceed six (6) months at which time the owner or his representative must obtain a certificate of occupancy as provided in Sections 17.03(A) and (C) above. No more than one (1) temporary certificate of occupancy may be issued per approval. Functionally, the Administrative Officer interprets this provision strictly and issues temporary certificates of occupancy only when winter conditions prevent installation of landscaping or asphalt pavement, or when materials are delayed in shipment (with proof of purchase). Rarely, the Administrative Officer has issued a temporary certificate in the case where another entity has prevented the applicant from completing the work, such as a utility company or construction on an adjacent site. The applicant has refined their request in this preliminary and final plat application. 1. In general, they are requesting that the AO be permitted to grant “an extension.” Since there is no duration associated with any phase, Staff assumes this request for “an extension” means to ask for the AO to be permitted to allow work to be considered temporarily complete and therefore allow the applicant to move on to the dependent phase. Staff recommends the Board confirm with the applicant this interpretation is correct. Assuming this is a correct interpretation, the following is a list of the project elements that are required to be complete before something else can begin. ▪ Phase 2: Leo Lane and Associated Homes. Lot 18 open space to be complete by zoning permit issuance for 30th unit. Lot 19 open space to be complete by zoning permit issuance for 75th unit. ▪ Phase 7: Barn improvements and Old Farm Parallel Parking, Sidewalk. Barn lot amenity to be complete prior to 125 unit zoning permit issuance. ▪ Phase 8: Relocated Old Farm Road, Stormwater and Rec Path from Old Farm Road to Kennedy Drive. Complete "curb to curb" prior to unit 125 zoning permit issuance. Elements of roadway outside of curb may be reserved for construction with adjacent buildings. Applicant will provide a temporary rec path connection to Kimball Ave along the alignment of the proposed road. ▪ Phase 9: O’Brien Farm Road Cul-De-Sac. Prior to construction on Lot 52 – 57, and prior to occupancy of units 24-1 to 24-4, 41-11 to 31-26. ▪ Phase 10: O’Brien Farm Road Extension to Old Farm road. Complete prior to issuance of zoning permit for 125 unit. #SD-24-12 ▪ Phase 11: Open Space Park Amenity. Complete prior to issuance of zoning permit for 125 unit. ▪ Phase 12: Open Space Park Amenity and Playground (Lot 47) This is the phase which includes the dog park. Complete prior to 50% projected PM Peak Hour Trips for C1-LR Development area, as noted in project TIA, or the 250th home in the Eastview PUD. ▪ Phase 16: Open Space Amenity IC Trail Including Fitness Stations in Phase 11. Built concurrently and complete prior to the certificate of occupancy for fourth principal structure or the development which generates more than 575 PM Peak Hour Trips in the IC Land, roughly 50% of anticipated IC Development Trip Ends, irrespective of C1-LR, R1 and R12 Development. ▪ Phase 17: Old Farm Road Sidewalk to 116. Complete prior to issuance of zoning permit for 100th unit. ▪ Phase 18: Kimball Ave. Rec Path. Constructed simultaneous with Phase 12, or Phase 14, whichever is first. The applicant’s specific requests are as follows in blue. a. Administrative Officer Phasing Authority: The Applicant requests that the Administrative Officer be granted authority by the Board for the following: i. Administrative officer may provide an extension on any phase duly commenced and incomplete to allow for completion of seasonal items between May 1st and September 1st of any given year. Seasonal items may include: (a) Paving (b) Concrete curbing (c) Concrete sidewalk (d) Installation of water main (e) Topsoil, seed, mulch (f) Landscaping (g) Any item where documentation can be provided demonstrating that best practice, ordinance or manufacturer standards would prohibit installation. Work where DPW would prefer it be completed in warmer weather if the City will adopt it. Installation of nursery plants and asphalt paving are permitted to be delayed by issuance of a temporary certificate of occupancy. Other listed elements can be installed in all weather with some minor precautions that are not expensive. Additionally, the applicant has had foreknowledge, since the issuance of decision SD-22-10A, of their obligations to complete the required infrastructure. Therefore they should be able to complete the necessary work so that they do not prevent themselves from moving the project forward by failing to complete required project elements. As noted above, the applicant is eligible for a temporary certificate of occupancy. Staff would consider the requirement for completion as being met if a temporary certificate of occupancy is issued. Some of the project elements that are required to be complete before something else can begin are completion of right of way infrastructure, which is not subject to a certificate of occupancy. 2. Staff recommends the Board permit right of way infrastructure to be considered complete if, were it any other type of work, were eligible for a temporary certificate of occupancy subject to the standard tests pursuant to 17.03D. #SD-24-12 ii. Administrative officer may provide an extension for any phase to account for unforeseen circumstances, or items outside of Applicant’s control such as manufacturer delays, shipping strikes, etc. An example could be if a bench is backordered, or a piece of playground equipment arrives late. As noted above, the AO already may and does grant temporary COs for shipping delays. While Staff considers the Board may grant this request, it is effectively null as this is already permitted. iii. Applicant to receive a one-time by-right extension on any phase which will be calculated to be the number of days between the filing of a zoning permit to commence a phase, and the issuance of that zoning permit. With a reduction of 21 days to account for a reasonable timeframe to review and issue a zoning permit. Staff interprets the applicant to be saying that they would like to be issued a certificate of occupancy before the work is complete by an amount equal to the time it takes to issue a zoning permit. Staff does not understand how one could issue a certificate of occupancy before work is complete, since it is not knowable how long work will take to be completed. 3. Staff recommends the Board confirm this interpretation of the request is correct & if so, Staff considers the Board may not grant the request. If Staff’s interpretation is incorrect, Staff recommends the Board afford the applicant the opportunity to clarify. iv. Applicant to receive a by-right extension for Phase 8 to allow for at least three years to complete the phase, from the date of execution of the development agreement between the City Council and the Applicant. Staff interprets this request to be to change the condition for relocating Old Farm Road to be associated with a three-year time frame after completion of the necessary Council actions pertaining to Right-of-Way instead of being associated with a number of units. There is no development agreement, the content of which would be wholly the authority of City Council to determine, therefore Staff considers the Board cannot condition an approval on an unknown agreement. 4. Without there being a development agreement in place, Staff recommends the Board issue a finding that the request is unripe. B) ZONING DISTRICT AND DIMENSIONAL STANDARDS Dimensional standards affected by this application include density, lot coverage, building coverage, and height. Density No vesting of density from the previous PUD approval is available to the applicant because there was no approved master plan. The project proposes to add a net of 16 homes to the approved 155 homes. Allowable density is calculated based on buildable area, which is defined to be the total project area less any natural resources categorized as Hazards and Level I resources, existing and planned street rights of way, and transmission line corridors or easements. The project area is 102.6 acres. The applicant has indicated there are approximately 1.25 acres of right of way. Staff is not aware of any transmission corridors or easements. The area of Hazards and Level 1 resources within the 102.6 acre project has not been reported. 5. Staff considers it likely that the project has additional available density for the proposed additional 16 homes, but recommends the Board require the applicant to calculate the allowable density based on buildable area as a condition of approval for project tracking purposes. Lot Coverage The LDR specifically prohibits the Board from increasing lot coverage above the allowable #SD-24-12 maximum for any zoning district within a PUD. The fraction of the project in each of the applicable zoning districts, the allowable coverage in each district, and the proposed lot coverage, is as follows. Zoning District Fraction of Project Area Allowable Lot Coverage Proposed Lot Coverage1 R1-PRD 38% 30% 28.1% C1-LR 23% 70% 7.1% R12 1% 60% 32.6% IC 38% 70% 4.6% 1. Proposed lot coverage excludes lot coverage within proposed rights of way, as approved in #SD-22-10A. Building Coverage 6. The applicant has reported that there is only building coverage within the R1-PRD zoning district, and that the proposed building coverage in that district is 16.7% (allowable maximum is 18%). However there are four homes within the C1-LR zoning district. Staff recommends the Board require the applicant to update their building coverage chart to include the proposed homes within the C1-LR, and verify the accuracy of the value provided for the R1-PRD zoning district. Height The applicant is proposing to add 18 homes and remove two homes in two separate areas and is requesting modification of maximum height for each of the new homes. The Board’s authority to grant modification of dimensional standards in the case of a subdivision is defined in 15.A.01B and includes that the modification is necessary due to physical site limitations or development constraints, is the minimum necessary to afford relief, and does not otherwise nullify the intent and purpose of the regulations. The Board’s authority to grant modifications of dimensional standards in the case of a general PUD is defined in 15.C.07(G)(2) and is not limited to physical site limitations but includes that the modification is to allow more creative and efficient subdivision and site layout to enhance the purpose of the underlying zoning district and/or Comprehensive Plan. The Board also has authority to grant alternative compliance in the case of a PUD as defined in 15.C.01A(2), which is broader than their authority to grant dimensional modifications. That authority extends to standards that are not dimensional standards, including building types, densities, and alternative compliance. Upon closer review of the Board’s authority, Staff considers the applicant’s request is to modify a dimensional standard, therefore the Board need not consider alternative compliance and should instead only evaluate whether the proposed modification is due to physical site limitations or allows more creative and efficient subdivision and site layout and is consistent with the intent and purpose of the regulations and Comprehensive Plan. O’Brien Farm Road Extension Fourteen (14) homes are proposed to be along O’Brien Farm Road extension, and were removed from the previous final plat approval because they did not meet the maximum allowable height under the Regulations in effect at the time. The proposed fourteen homes along O’Brien Farm Road extension are on the edge of R1-PRD zoning district. Beyond these homes, across O’Brien Farm Road extension to the north, the zoning is C1-LR, which, while it permits single family up to multifamily housing, the applicant has subdivided in preparation for large lot multifamily and commercial development, and the Board has conditioned on having at minimum two story buildings. The height limit in the R1-PRD is 28 ft from average pre-construction grade to the midpoint of the roof, and two stories facing the street. The applicant has provided a table indicating that these fourteen homes are proposed to range from 27.9 to 31.6 ft high and all to have three #SD-24-12 stories facing the street, for a maximum height waiver of 3.6 ft and one story1. The applicant has not provided any architectural elevations of these homes, though at sketch, the elevations provided demonstrated that the homes did not meet the requirements of 13.17 pertaining to garage width and location. 7. Since these homes are proposed to be located adjacent to an area that is only conditioned to have a minimum of two stories, Staff recommends the Board consider whether to require architectural elevations to evaluate whether granting the height waiver is contrary to the purpose of the height standards to create pedestrian scale, cohesive neighborhoods. Staff notes elevations will be necessary to demonstrate compliance with 13.17, discussed below. Daniel Drive The applicant has also requested a modification of height standards for the four new alley- served homes on Daniel Drive. These homes are located on the southern edge of the O’Brien Eastview development area, well within the R1-PRD zoning district. The Board provided the direction that these homes do not meet the building design standards of 13.17 at the sketch plan meeting. The applicant has not made any modification, therefore Staff considers the discussion of height waiver to be moot. Should the applicant modify their proposal so that the homes face on a street, approved civic space, or courtyard, Staff notes the proposed homes range from 30.9 to 31.0 feet high relative to pre-construction grade, and 28.4 to 29.3 feet high relative to proposed grade. 8. Staff recommends the Board require the applicant to modify their proposal so that the proposed homes front on a street, an approved civic space, or a courtyard as required by LDR 13.17C(1) prior to considering the requested height waiver, or revert back to the previously approved configuration with two larger single family homes in this location. C) PLANNED UNIT DEVELOPMENT STANDARDS Under the current LDR, as a modification to an existing PUD, this project must be considered a general PUD. 15.C.04 PUD Standards Applicable to All PUD Types A. Conformance with the Comprehensive Plan. The proposed PUD must conform to the City’s Comprehensive Plan in effect at the time of application. Conformance with the plan in this context means that the proposed PUD must: (1) Advance any clearly stated plan policies and objectives specific to the type and location of the proposed development; (2) Incorporate preferred settlement patterns, including future land uses, densities and intensities of development referenced in the land use plan, as implemented through planned unit development provisions specific to each PUD type. (3) Incorporate, as applicable, planned facilities, services and infrastructure identified in the utilities and facilities plan, as implemented under the City’s adopted Capital Improvement Program (CIP) and Official Map. The project is located within an area that intersects several future land use categories. Staff considers proposed seven modifications do not affect conformance with the comprehensive plan (Adopted as City Plan in January 2024). B. Conformance with the Master Plan. Each phase of a PUD developed in one or more phases must conform to the PUD Master Plan, as approved or amended by the DRB under Article 15.B, including the approved development plan, phasing schedule, buildout budget, management 1 Relative to proposed grade, the homes on O’Brien Farm Road Extension are proposed to be between 0.7 and 1.3 feet taller than the allowable 28 ft. #SD-24-12 plan, and any associated development agreements or conditions of master plan approval. There is no master plan for this project. C. Compliance with Regulations. The provisions and standards specific to a PUD under this Article supersede underlying zoning district, subdivision, and site plan standards. In no case, however, shall the provisions or standards specific to a PUD supersede the Environmental Protection Standards of Article 12. Notwithstanding the supersession of the underlying zoning district, subdivision, and site plan standards, any application that indicates a density increase that exceeds the Assigned Density of a parcel shall require a TDR under Article 19. (1) A PUD must comply with any applicable provision or standard under these Regulations that is not superseded, modified, or waived by the DRB in association with PUD review. (2) A PUD must also comply with other applicable city ordinances and regulations listed under Section 15.A.11(C) in effect at the time of application, including the following, unless modified or waived by the DRB in consultation with city or state officials having shared jurisdiction. (a) Official Map. The PUD must incorporate planned public facilities and capital improvements included in the City’s adopted Official Map and Capital Improvement Program (CIP) in effect at the time of application, unless modified or waived by the DRB. No relevant changes to the Official Map have occurred since the original final plat approval. (b) Impact Fees. Development within the PUD is also subject to impact fees enacted and levied under the City’s impact fee ordinance; however, if the applicant or a subsequent developer is required, in association with PUD approval, to provide land or to construct a facility explicitly included in the calculation of an impact fee, they may then receive credit against the impact fee in an amount equal to the value of the dedicated land or cost of construction. No changes to impact fee eligible projects have occurred since the original final plat approval. (3) Alternative Compliance. One or more PUD dimensional and design standards under this Article may be modified at applicant request for an alternative form of compliance, subject to separate DRB review and approval, to provide the flexibility necessary to address unique site conditions or constraints; to enable compatibility with existing or planned development in the vicinity; or to allow for exceptional and innovative design. Note that alternative compliance does not constitute an exemption from a PUD standard. Allowed modifications include proposed functional or design alternatives that may be considered in place of a specific requirement under this Article, only if the intent of the requirement is met or exceeded. In approving a request for alternative compliance, the DRB must find that the proposed alternative: (a) Conforms to the intent, description, and defining characteristics of the selected PUD type(s); (b) Achieves the intent of the PUD standard to be modified; (c) Results in development that is equivalent or demonstrably superior in function, design, and quality to that required under the standard to be modified; and (d) Does not adversely impact properties, uses or facilities within, adjacent to, or in the vicinity of the planned development (e.g., regarding walkability, traffic, parking, drainage). The DRB in approving an alternative form of compliance may attach conditions as necessary to ensure compliance, or to mitigate any adverse impacts resulting from a proposed alternative. #SD-24-12 As discussed above, Staff considers the Board has the authority to grant approval for the requested modifications without requiring review under these standards for alternative compliance. D. Development Density. (1) Intent. (2) Within a PUD, the overall density and intensity of development shall be determined based on the total Buildable Area included within designated Development Areas, as shown on the PUD Master Plan; and land use allocations, PUD density and dimensional standards, and allowed building types and standards as specified by PUD type. (3) Buildable Area. Development density and how it relates to buildable area is discussed above under dimensional standards. (4) Land Use Allocations. The Land Use Allocation is defined as the minimum percentage of Buildable Area within one or more designated Development Areas, that must be allocated to a particular category of land use, as indicated on the PUD Master Plan and delineated on preliminary and final subdivision plans. Land use allocations are not required for a general PUD. (5) Minimum (Base) Density. To ensure densities of development that support the efficient use of land and infrastructure, walkability, and transit-supportive development within a PUD, the following minimum residential densities of development (Base Density), expressed as the minimum number of dwelling units per acre of Buildable Area, apply within designated Development Areas proposed for residential or mixed-use development, unless otherwise specified by PUD type:. Minimum (base) density is not required for a general PUD. (6) Nonresidential Base Density. There is no minimum (base) density or intensity requirement for nonresidential development within a designated Development Area. Not applicable. (7) Maximum Development Density. The maximum development density allowed within any PUD except a Conservation PUD shall be determined based on the total buildable area, proposed land use allocations by use category, the allowed mix of building types, and associated building lot standards as specified by PUD type. Since neither land use allocations nor building types are required for a general PUD, Staff considers this standard to be not applicable. If at a future time the applicant desires to obtain an increase in the overall density, they may pursue approval under one of the provisions of this criterion. E. Transition Zone. A PUD may also incorporate one or more transition zones along PUD or property boundaries, as indicated on the PUD Master Plan and delineated on preliminary and final subdivision plans, to include the minimum land area necessary to either extend and integrate compatible, complementary forms of planned development, or to separate and buffer conflicting, incompatible forms of planned development, in relation to existing and planned development in the vicinity of the PUD. Some of the proposed modifications are along the perimeter of the approved PUD. Standards for a transition area did not exist at the time of original PUD approval, therefore Staff considers the Board should require only compliance to the extent that proposed modifications are within the transition area. Modifications along the perimeter of the PUD include reduction in the open space area of Lot 18, removal of two large single family homes and replacement with four cottage style single family homes on Lot 36, and adding parking to the cottage homes on Lot 16. (a) The “Transition Area” for purposes of analysis, must at minimum incorporate the #SD-24-12 prevalent pattern of development directly adjacent to and within the vicinity of the PUD, including the relative layout, type and density of existing and planned development (e.g., street, block and lot configurations, building placement and height); existing and planned transportation and infrastructure connections; traffic patterns; public facilities and services; and civic space, resource land and other designated open space areas located within one- quarter to one-half mile of PUD boundaries, depending on the development context. The prevalent pattern of development near the Lot 18 and Lot 36 changes is that of large lots containing a single family home each. The prevalent pattern of development near Lot 16 includes mixed scale housing on shared lots. (b) Acceptable design techniques and modifications applied within a Transition Zone, subject to DRB review and approval, include but may not be limited to: (i) Avoiding incompatible land uses along PUD boundaries, for example by ensuring that similar, or compatible, complementary uses are located on facing blocks or lots, and incompatible uses abut rear lot lines or are otherwise separated by buffers or open space. (ii) Using existing natural features, such as changes in topography, waterways, or tree stands to visually screen or functionally separate different forms and intensities of development. (iii) Modifying street and block dimensions and standards as necessary to connect with or to extend adjoining street, block, and path networks. (iv) Using streets and streetscape elements to visually define transitions and to functionally integrate or separate different forms and intensities of development. (v) Matching the relative density or intensity of adjoining development along PUD boundaries by adjusting or averaging lot dimensions (frontage, depth); building orientation and spacing (front, side setbacks); or building height (step downs, upper floor step backs) within the transition zone. (vi) Introducing and designing civic or other open space areas (e.g., greenbelts, parks, greens, squares, or plazas) to visually define transition areas, and to functionally integrate or separate different forms and intensities of development. (vii) Incorporating greenbelts or vegetative buffers and screening of sufficient width and density to visually and functionally separate incompatible forms and intensities of development. Staff considers the proposed pattern of development on Lot 16 to be compatible with existing adjacent development. The applicant has proposed vegetative buffering along lot 18. On Lot 36, while Staff considers the applicant hasn’t specifically provided any of the above measures, the proposed modification is consistent with the already approved development on Lot 36, and therefore if the building design issues identified above can be addressed, Staff has no concerns with transitions in this location either. 5. Staff recommends the Board discuss whether they consider the proposed transitions acceptable, particularly on Lot 36. F. Allowed Uses. Allowed uses within a PUD, unless otherwise expressly allowed or prohibited by PUD type, include any use listed in Appendix C as a permitted or conditional use in the underlying zoning district(s) that can be accommodated within, or in association with, designated land use allocations and allowed building types. The proposed uses are allowed in the zoning district. G. PUD Dimensional Standards. PUD dimensional standards, where applicable by PUD type, define a range of block, lot, and building height dimensions which are intended to provide, within defined parameters, some flexibility in the overall pattern of development specific to each type. Where PUD standards vary from associated building type standards, the upper and lower PUD dimensional limits (maximum and minimum) limits shall apply. #SD-24-12 Not applicable. H. Street, Building, and Civic Space Types. Where applicable, PUD types include a list of allowed “types” of development, representing the key elements or components necessary to support and achieve the desired form, density and mix of development specific to that PUD type. These include allowed: (1) Street Types, and associated street standards, under Article 11.A; (2) Civic Space Types, and associated civic space and lot standards, under Article 11.B; and (3) Building Types, and associated building and building lot standards, under Article 11.C. No changes to street, civic space, or building types are proposed nor applicable to a general PUD. I. Solar Siting Preferences. Applicants are encouraged to incorporate renewable energy facilities, and in particular roof- or ground-mounted solar energy facilities that are compatible with PUD layout and design, as specified by PUD type. Any areas reserved for ground mounted solar installations serving the development must be indicated on the PUD Master Plan and depicted on preliminary and final subdivision plans. The applicant is proposing a renewable energy storage facility but not ground mounted solar installation therefore this criterion is not applicable. J. PUD Design Standards. A proposed PUD must also incorporate and comply with design standards specific to that PUD type, except as allowed in association with a form of Alternate Compliance approved by the DRB under 15.C.04(C). General PUD standards follow immediately below. 15.C.07 General PUD I. General PUD Design Standards. (1) Design Standards. Generally. The design for a General PUD shall comply with existing Site Plan, Subdivision, and Overlay District regulations and standards, but may allow for variations from applicable regulations that respond to and incorporate the development context within the Planning Area and under the specific circumstances listed in Section 15.C.07(G). Building design standards are included in section 13.17C. 13.17C Standards (1) Building Orientation. Residential buildings must be oriented to the street, civic space, or courtyard. As discussed at sketch and alluded to under dimensional standards above, the proposed homes on Lot 36 do not meet the building orientation standard. These homes have one three story side with no sidewalk or walkway that faces onto an open lawn area followed by the side of a single family home. The other, two story, side, has few windows and faces onto the rear of the detached garage associated with that home. They do not front on a street, an approved civic space, or a courtyard as required by LDR 13.17C(1)2. 13.17C(1) Building Orientation. Residential buildings must be oriented to the street, to an approved civic space, or to a courtyard. Primary entries for single family and multi- 2 The applicant has argued in their cover memo that since 13.17B(3) exempts “buildings on lots that exceed one acres in size” from building design standards, these buildings are exempt. The applicant has proposed to locate these buildings on a 1.02 acre lot with five other homes and nine detached garages (for a total of nine homes). A full reading of 13.17 makes it clear that the intention is to exempt single buildings on large lots from building design standards, and the use of the plural “buildings” is a grammatical and not a policy choice. #SD-24-12 family buildings must face the street, civic space, or courtyard. Secondary building entries may open onto garages and/or parking areas. Buildings should be oriented to maximize living space and windows to the south, east and west. Residential buildings should orient their rooflines to maximize solar gain potential, to the extent possible within the context of the overall standards of the regulations. Therefore though Staff is generally in support of increasing the proportion of smaller homes relative to larger homes, Staff considers the proposed homes to not yet be approvable. 6. Staff recommends the Board direct the applicant to revise the design of Lot 36 to meet building orientation standards or revert to the previously approved large single family homes. (2) Building Facades. Building facades are encourage to employ a theme and variation approach. (3) Placement of Garages and Parking. For garages with a vehicle entrance that faces a front lot line, the garage must be set back a minimum of eight feet beyond the front façade. (4) Garages as Percentage of Front Façade. Front-facing garages that are part of a principal building shall not exceed 40% of the linear width of the building’s front façade. 7. The applicant has not provided elevations for the proposed homes on Lot 31. However, the elevation drawings provided at sketch did not meet either the standard pertaining to placement of garages or percent of garage as a fraction of the front façade. Staff recommends the Board require the applicant to provide elevation drawings demonstrating this standard has been addressed prior to closing the hearing. (2) Streets. Streets within a General PUD must be compatible with and connect to existing and planned public street, sidewalk, and path networks in the Planning Area. (a) Street and block pattern requirements of the Subdivision regulations shall apply unless waived by the DRB under Section 15C.09(G)(4). No modifications to approved streets or sidewalks are proposed. The applicant is proposing to modify the location of the approved walking path loop at the east end of the project within the I/C zoning district. The proposed alignment now encroaches on a Class III wetland greater than 5,000 sf in size therefore Article 12 standards pertaining to wetland protection apply. Staff considers the remaining changes to the walking path alignment to not affect compliance with this standard. (3) Parking. Parking design and building location requirements applicable in all underlying zones and districts apply to General PUDs, including all requirements in Section 14.06(A)(2). The applicant is proposing to add a second parking space to the cottage homes on Lot 16. Parking spaces are required to be 9’x18’. Staff considers this criterion met. The applicant is also proposing to convert the surface parking lot at the Barn site amenity from porous pavement to standard pavement. This affects stormwater but otherwise Staff considers this change to have no impact on the overall function of the project. (4) Buildings. Buildings and associated building lots within a General PUD must be compatible with the development context in the Planning Area as described under Section 15.C.07(F) and (G). The applicant has not submitted drawings for the proposed buildings on O’Brien Farm Road Extension. The proposed cottage homes are consistent with the already-approved cottage homes except that they are three stories on one side. Staff recommends the Board require the applicant demonstrate compliance with this criterion by submitting elevation drawings for the proposed homes on O’Brien Farm Road. #SD-24-12 (5) Civic Spaces and Site Amenities. Civic Spaces and/or Site Amenities must be compatible with the existing or planned development context. General PUDs must comply with applicable Civic Space and/or Site Amenity requirements in Subdivision (Section 15.A.16(C)(4)) and Site Plan (Section 14.06(4)). The applicant has submitted a site amenity plan showing the project civic spaces and site amenities, though they were not classified as such at the time of original approval. (a) Section 15.A.16(C)(4) requirement for minimum 10% of the total buildable area to be civic space lots apply to General PUDs only for PUDs that involve subdivision of land resulting in three (3) or more lots, not including the resulting lots that only contain civic space(s). Buildable area is unknown at this time and is discussed above. Computation of area of civic space lots should also exclude hazards, level 1 resources, and rights of way. 8. Since this proposed modification results in a slight reduction in civic spaces due to the proposed addition of a battery storage area on Lot 18, Staff recommends the Board require the applicant to provide a computation of both buildable area and civic space lots for recordkeeping purposes. At sketch, the Board discussed the design of the remaining lands of the civic space. After the sketch plan meeting, the applicant met with Planning staff and the Recreation Director to coordinate on the design of the open space. The design presented with this application is consistent with that agreed upon during those meetings, which consists of a large level area with a 3:1 slope at the perimeter, and a conceptual area for the City to add parking if warranted and desired. The Director of Public Works provided the following comments relative to the battery storage area and adjacent Lot 18. • The proposed project must be constructed in accordance with South Burlington DPW Standards and Specifications. • The applicant has a responsibility to review and understand City policy regarding future transfer of infrastructure. At this stage in the review process, we can determine if a piece of infrastructure could be eligible for transfer in the future, but this does not guarantee that a transfer will take place, nor does it require the City to accept infrastructure that does not meet our standards. Information regarding transfer of infrastructure can be found in the DPW Standards and Specifications, and in City ordinance related to stormwater and wastewater. Finally, we recommend that all property covered by the State stormwater permit be part of a homeowners association that has authority to make decisions and transfer land. • Confirm that the HOA will retain ownership of the subdivided lot 18. Functionally, an irrevocable offer for dedication to the previously approved Lot 18 has already been provided. Staff has reviewed the process for amending such an offer and has confirmed it may take place after DRB approval. Staff recommends the Board condition the approval on amending the IOD and deed to reflect the revised Lot 18 prior to recording the plat. 9. Staff recommends the Board confirm that the HOA or O’Brien Brothers intends to retain ownership of the portion of Lot 18 to be subdivided and developed with battery storage (future Lot 59). (b) In a General PUD, Civic Spaces required under Subdivision Regulations (Section 15.A.16(C)(4)) and under Site Plan Regulations (Section 14.06(4)) can be satisfied by a combination of Civic Spaces, Site Amenities, or a combination, applied across the PUD area. Provided the above-recommended computation demonstrates 10% of the buildable area consists of civic space and site amenities, Staff considers this criterion will be met. #SD-24-12 (6) Housing Mix. In a General PUD with more than four (4) residential dwelling units, a mix of two or more dwelling unit types (as allowed within the applicable zoning district) must be provided as described by Section 15.A.17. Types of dwelling units are differentiated by either housing type under Article 11.C or, within multi-family structures with more than four (4) dwelling units, by number of bedrooms per unit. The applicant is proposing to add housing units, therefore this criterion applies. Staff considers this criterion met. D) SUBDIVISION STANDARDS 15.A.11 General Standards A. Development Suitability. The applicant must demonstrate that the land to be subdivided is physically suited for its intended use and the proposed density or intensity of development, and that the proposed subdivision will not result in undue adverse impacts to public health and safety, environmental resources as identified and regulated under Article 12, neighboring properties and uses, or public facilities and infrastructure located on or within the vicinity of the land to be subdivided. No changes to the development areas are proposed, though the configuration of development within those areas is proposed to be modified. Beyond the buildable area discussion above, Staff considers these criteria met. C. Development Context. The applicant must demonstrate that the subdivision conforms to the planned pattern of subdivision and development in the area, as defined by district purpose statements and standards, or as specified for a type of Planned Unit Development (PUD) under Article 15.C. Impacts to the development context are discussed above pertaining to PUD standards. D. Development Connectivity. The applicant must demonstrate that the subdivision, to the extent physically feasible, is configured and laid out to maximize connections with adjoining parcels and neighborhoods, and to avoid creating isolated and disconnected enclaves of development, except where necessary to separate incompatible land uses, or to avoid undue adverse impacts to resources identified for protection under Article 12. Accordingly, the applicant must demonstrate that the subdivision is laid out to connect with and extend existing and planned streets, sidewalks, recreation paths, transit routes, and utility and greenway corridors located adjacent to or within ½-mile of the subdivision, or as indicated on the City’s Official Map. Off-site improvements necessary to serve the proposed subdivision must be provided in accordance with 15.A.18. No changes to connectivity between the project and adjoining areas are proposed. 15.A.12 Resource Protection Standards The applicant is proposing to modify impacts to wetlands at the eastern end of the property in the I/C zoning district. Specific impacts are discussed under Article 12 standards below. No proposed changes to subdivision of land impact natural resources. E) SITE PLAN REVIEW STANDARDS 14.06 General Review Standards Except within the City Center Form Based Code District, the following general criteria and #SD-24-12 standards shall be used by the Development Review Board in reviewing applications for site plan approval. They are intended to provide a framework within which the designer of the site development is free to exercise creativity, invention, and innovation while improving the visual appearance of the City of South Burlington. The Development Review Board shall not specify or favor any particular architectural style or design or assist in the design of any of the buildings submitted for approval. The Development Review Board shall restrict itself to a reasonable, professional review, and, except as otherwise provided in the following subsections, the applicant shall retain full responsibility for design. A. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The DRB shall consider the following: (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. (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. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. Discussion of the proposed seven modifications’ impacts to compliance with these considerations is woven into review of the other applicable standards. (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 proposed fourteen homes on O’Brien Farm Road extension meet this criterion. Staff considers the required reorientation of the additional cottage homes should take this criterion into consideration. (2) Parking. (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; The parking areas proposed for modification serve single family homes. Staff considers this criterion met. B. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. #SD-24-12 (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. (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. As discussed above, the applicant has not provided elevation drawings for the proposed homes on O’Brien Farm Road. Demonstration that the requested height waiver does not erode compliance with these criteria is recommended. 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. This standard did not exist at the time of original final plat approval, however Staff considers the proposed new homes to qualify under (c). (3) The required area shall be: (a) For Non-Residential development, a minimum of 6% of non-residential building gross floor area. (b) For Residential development, determined by number of units as: (i) For fewer than 10 units, 100 square feet per unit; (ii) For 10 to 19 units, 85 square feet per unit; or (iii) For 20 or more units, 60 square feet per unit. The applicant has provided passive and semi-passive recreation areas on the site which are more than adequate for the proposed additional homes. 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 relevant provisions of Article 12 are discussed below. B. Site Design Features. #SD-24-12 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 largely in articles 3 and 13. The relevant provisions of these articles are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. No modification to access and circulation are proposed. D. [Reserved for Transportation Demand Management (TDM)] 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 3.11(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained within the applicable Street Type and Building Envelope Standard. Nothing in this subsection shall be construed to limit requirements for additional upgrades as necessary to meet the requirements of these Regulations. No modifications requiring street upgrades are proposed. G. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No changes affecting access to abutting properties are proposed. 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. No changes to utility services are proposed. 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 (i.e., non-dumpster, non-large drum) shall not be required to be fenced or screened. No changes to waste disposal are proposed. #SD-24-12 F) NATURAL RESOURCE PROTECTION STANDARDS 12.06 Wetland Protection Standards As noted above, the applicant is proposing to locate the walking trail within the I/C zoning district within the buffer of a regulated Class III wetland, defined as one over 5,000 sf in size. E. Exemptions (3) Trails. Establishment and maintenance of unpaved, non-motorized trails, and associated puncheons and boardwalks, not to exceed ten (10) feet in width located within the buffer area of a Class I, Class II, or Class III wetland. All trails located within this buffer area should be constructed to meet the best practices outlined in the Recreational Trail Building Guidance document developed by the Vermont Agency of Natural Resources. The proposed impacts consist of installation of a 4-ft wide stone dust path and 5-ft mowed area on either side, as well as installation of five trees. Staff recommends the Board include a condition requiring demonstration that the trail meets the required best practices. 10. The Director of Public Works provided the following comment pertaining to the trail, which Staff recommends the Board require the applicant to address prior to closing the hearing. Provide a detail for the circuit training path and any other paths that are proposed to be located on property or in easements that may be transferred to the City. G) PERFORMANCE STANDARDS At the sketch plan review, the Board asked the applicant about the noise impacts of the proposed battery storage area. The standards of article A.3 pertain to noise. A.3 Noise (a) The following acts are declared to be loud, disturbing and unnecessary noises and shall be deemed detrimental to the health and safety of the residents of the City of South Burlington: (vi) Noise in General. Any noise which is deemed objectionable because of volume, frequency or beat and is not muffled or otherwise controlled. (b) Specific Standards. (i) The creation of, permitting or operation of any of the above sets, instruments, devices or vehicles causing said noise in such a manner as to be plainly audible at a distance of fifty feet (50’) from the building, structure or vehicle from which noise emanates shall be prima facie evidence of a nuisance and a violation of these Regulations. (ii) It shall be a violation of these Regulations for any property owner to create or allow the creation of noise in excess of the following stated limits in the City during the hours of 12:00 AM and 8:00 AM: a. 45 dBA based on a one-hour average measured at any point where the property on which the noise emanates adjoins any property used for residential purposes. b. 60 dBA based on a one-hour average measured at any point where the property on which the noise emanates adjoins any property used for commercial purposes. (iii) For purposes of this Appendix, the following terms shall be defined as stated below: a. Decibel – a unit measure of sound level. b. Sound level – in decibels measured by a sound meter, by using the “A” frequency weighing, expressed in dBA. c. Average sound level – a sound level during a given period of time (e.g. one hour) found by the general rule of combination of sound levels. Also called “equivalent sound level.” (c) Exemptions. #SD-24-12 (i) Speakers, sound trucks, amplifiers, etc. used for commercial purposes as advertising for which a proper permit has been issued are specifically exempt from the provisions of these Regulations. (ii) Emergency vehicles operated by fire, rescue and police agencies are specifically exempt from the provisions of these Regulations. (iii) Temporary actions benefiting the public, including but not limited to roadway construction, sewer and water line construction, and special public events, are specifically exempt from the provisions of these Regulations upon approval of such an exemption by the City Manager. (d) Sound Measurement Standards. Sound shall be measured in accordance with the standards specified by the American National Standards Institute. 11. Staff recommends the Board discuss whether they are satisfied with the informal testimony provided at sketch that the noise level of 60 – 65 dba at the battery decreases to ambient at the property line, which is located between four and 68 feet away, or whether they will require a more formal demonstration that the sound level is reduced to ambient at 50-ft away and does not exceed 45 dBA at the property line. H) SUPPLEMENTAL REGULATIONS 13.04 Landscaping, Screening and Street Trees The applicable section of 13.04 pertains to screening or buffering and requires landscaping, fencing, land shaping and/or screening along property boundaries whenever the Board determines that a) two adjacent sites are dissimilar and should be screened, b) a property’s appearance should be improved, or c) a commercial, industrial, or multi-family use abuts a residential use, or d) a parking or loading area is adjacent to or visible from a public street. Staff considers this requirement applies to screening of the battery storage area. The applicant has provided multi- story screening on three sides of the proposed battery storage. The fourth side is buffered by existing trees. Staff considers this criterion met. 13.05 Stormwater Management Staff considers the proposed modification from porous to standard pavement and the increase in lot coverage to affect compliance with stormwater management criteria. The applicant has not provided updates or computations reflecting that the previously approved stormwater management system can handle the increased impervious in compliance with the stormwater management standards. 12. Staff recommends the Board require the applicant to submit stormwater management system computations and documents demonstrating that the stormwater management criteria continue to be met for review and approval of the Stormwater section prior to closing the combined preliminary and final plat hearing. 13.12 Utility Cabinets and Similar Structures This section pertains to utility cabinets and similar structures on their own lots. Staff considers the battery storage area to be subject to this section. A. General Requirements. In any district, the Development Review Board may grant site plan approval for the construction of a utility cabinet or similar structure according to the following regulations. B. Specific Standards for Utility Cabinets and Similar Structures. (1) The facility shall serve the City of South Burlington and/or immediately adjacent communities. #SD-24-12 Staff considers that the facility serves the neighborhood to be sufficiently compliant with this criterion. (2) The minimum required lot for a public utility cabinet, substation, or communication relay station on its own parcel may be reduced from the zoning district requirements, at the discretion of the Development Review Board. In the event that the facility shall be erected on property not owned by the utility, the Development Review Board shall require that the facility be located unobtrusively. Staff considers this criterion met. (3) If the parcel containing the facility is landlocked, there shall be a recorded easement or permission granting access to the utility or owner of the facility. The parcel is not landlocked. (4) There shall be sufficient landscaping or fencing of sufficient height and opacity to screen effectively the facility year-round from streets and abutting unaffiliated properties. Staff considers this criterion met. (5) The location of the facility shall be shown on all relevant site plans. This criterion is met. (6) Utility cabinets and similar structures shall be located a minimum of five (5) feet from all existing or planned public roads or rights-of-way. 13. The enclosure for the battery storage is located within 4-ft of the property line. Since this criterion applies to the cabinets for utilities, Staff considers that it also applies to the enclosure for similar structures, and recommends the Board require the applicant to relocate the battery storage to be 5-ft from the property line facing the street. This criterion exists to protect utilities from impacts of road and sidewalk maintenance. 13.17 Residential Design for New Homes Compliance of the added homes with these criteria is discussed above. RECOMMENDATION Staff recommends the Board work with the applicant to address the issues identified herein. Respectfully submitted, Marla Keene, Development Review Planner HILLSIDE @ O'BRIEN FARM - EASTVIEW KENNEDY DRIVE, KIMBALL AVENUE, & OLD FARM ROAD June 5, 2024 Ke n n e d y D r i v e Hin e s b u r g R o a d Old Farm Road Kim b a l l A v e n u e Wil l i s t o n R o a d SOUTH 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 T i l l e y D r i v e Eldredge Str e e t C6.1 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: X-4 Overall Existing Conditions Plan -Trees 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 LIMIT OF EASTVIEW N35 ° 5 7 ' 4 1 " E 125. 7 6 ' N36°05'48"E 118.70' N53°46'36"W 21.69' N8 2 ° 0 5 ' 2 2 " W 59 . 1 8 ' N8 5 ° 5 3 ' 2 6 " W 85 . 9 2 ' N36° 1 3 ' 5 5 " E 142. 9 6 ' N22°01'37"W 40.98' N35° 3 4 ' 4 5 " E 64.53 ' N53 ° 3 3 ' 1 7 " W 75. 7 5 ' S36°26'43"W 36.12' N53°54'12"W 61.41' N53 ° 5 4 ' 1 2 " W 125 . 6 3 ' S54 ° 0 2 ' 1 9 " E 159 . 3 8 ' S54 ° 0 2 ' 1 9 " E 132 . 1 8 ' L=108.67' R=130.00' S53°06'12"E 17.07' L=43.52' R=130.00' S77°03'07"E 105.54' N69°24'34"E 43.32' L=81.95' R=70.00' S53°06'12"E 17.07' S86°38'32"E 77.35'N85°53'24"W 16.77' O-IP4 not on Rightof Way, see Map Reference #2 O-IP3 not on Right of Way,see Map Reference #2 O-IP1 not on Right of Way,see Map Reference #2 O-IP5 not on Boundary Line, see Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm Road R.O.W. to be reduced from 66' wide to 60' widealong Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing Old Farm Road R.O.W. to bereduced along Lot 20 frontage S07°55'21"W 108.61' N8 2 ° 0 4 ' 2 2 " W 20 6 . 9 7 ' S11°20'30"W 220.87' S11°22'19"W 307.85' S07°02'47"W 169.65'S06°45'42"W 243.58' S07°00'57"W 53.84' N 5 6 ° 5 2 ' 4 2 " E 54 . 9 9 ' N11°57 ' 1 5 " W 77.28' S 5 9 ° 3 3 ' 0 1 " W 8 2 . 7 0 ' N40 ° 1 5 ' 4 5 " E 141. 3 8 ' L=98.37' R=275.00' S81°04'00"E 97.85' S7 0 ° 4 9 ' 0 8 " E 18 3 . 6 9 ' S80°37'24"W 48.39' N54 ° 0 2 ' 1 9 " W 104 . 7 6 ' S83°52'10"E 65.20' S4 7 ° 2 2 ' 4 0 " W 11 3 . 8 8 ' S07°00'57"W 118.98' S07°00'57"W 229.53' N36° 2 7 ' 2 5 " E 227. 6 9 ' N45 ° 0 1 ' 0 5 " W 124 . 7 4 ' N31° 1 4 ' 4 7 " W 89.12 'N31°14'47"W 26.08' N23°5 6 ' 3 3 " W 67.77 ' N50 ° 3 6 ' 3 8 " W 176 . 2 4 ' N8 5 ° 5 3 ' 2 6 " W 97 . 2 0 ' N8 5 ° 5 3 ' 2 6 " W 15 7 . 7 6 ' S05°51'36"W 148.81' S05°51'36"W 89.96' S05°51'36"W 123.14'N7 2 ° 5 8 ' 0 5 " W 64 . 0 4 ' N07°37'09 " W 139.06' S8 1 ° 1 8 ' 5 1 " W 3 7 6 . 2 4 ' N40 ° 0 8 ' 5 6 " E 344. 8 8 ' N40 ° 0 8 ' 5 6 " E 86.5 4 ' L=35.04' R=1660.00' L=50.00' R=1660.00' L=117.76' R=1660.00' N33° 0 8 ' 5 6 " E 99.35 ' N33°0 8 ' 5 6 " E 55.03 ' L=210.91' R=167.00' N8 0 ° 5 9 ' 5 1 " W 60 . 5 0 ' N80°59'51"W 11.19' N23°19'06"E 39.74' N23°19'06 " E 106.18'N05°05'47"E 143.93' N08°44'38"E 457.62' N06°59'30 " W 371.47' N4 5 ° 3 7 ' 4 4 " E 15 6 . 6 7 ' N4 5 ° 3 7 ' 4 4 " E 250 . 7 8 ' N45°37'44"E 60.00' N4 5 ° 3 7 ' 4 4 " E 258 . 7 6 ' N4 9 ° 3 5 ' 0 8 " E 10 7 . 2 8 ' N4 9 ° 3 5 ' 1 0 " E 59 5 . 7 7 ' S54 ° 2 5 ' 1 4 " E 97. 3 2 ' S54°25'14"E 13.09' S54 ° 2 5 ' 1 4 " E 111 . 1 2 ' S32° 2 3 ' 4 4 " E 122.0 1 ' S8 8 ° 3 1 ' 3 3 " E 21 7 . 9 0 ' N7 0 ° 1 7 ' 0 7 " W 70 . 5 8 ' N19°42'53"E 52.75' N19°42'53"E 85.11' S 7 4 ° 2 3 ' 5 2 " W 1 5 6 . 6 2 ' S4 2 ° 5 0 ' 3 6 " W 378 . 9 2 ' N27° 3 0 ' 2 4 " W 93.92 ' N53°06'12"W 55.58' N32°23'41"W 29.59' N32°23'46"W 45.77' S44 ° 2 0 ' 1 8 " E 105 . 2 0 ' L=78.05' R=280.00' S28°22'01"E 45.67' S28° 2 2 ' 0 1 " E 51.43 ' L=82.06' R=220.00' S49 ° 4 4 ' 1 5 " E 90.7 4 ' N36° 5 3 ' 4 8 " E 113. 1 6 ' N36 ° 5 3 ' 4 8 " E 154. 0 8 ' N36°53'48"E 21.01' S36°21'09"E 77.80' S39°03'08"E 81.58' S44 ° 2 0 ' 1 8 " E 105 . 1 7 ' L=61.33' R=220.00' S28° 2 2 ' 0 1 " E 97.10 ' L=104.44' R=280.00' S49 ° 4 4 ' 1 5 " E 90. 7 4 ' S40 ° 1 5 ' 4 5 " W 244 . 6 0 ' S40 ° 1 5 ' 4 5 " W 129 . 6 7 ' L=613.88' R=980.00' S04°22'20"W 29.39' L=219.94' R=227.00' N43°04'58"E 211.44' N22°19'03"E 603.89' N35 ° 4 0 ' 1 3 " E 265.0 1 ' S36°21'09"E 61.13' S39°03'08"E 103.83' L=158.39' R=222.00' N83°40'45"E 4.61' L=44.04' R=170.00'S81°28'43"E 47.75' L=66.35' R=120.00' L=63.43' R=120.00' N12°30'26"E 239.82'L=214.33' R=830.00' N02°17'17"W 40.50'L=99.48' R=170.00' N31°14'28"E 50.20' L=77.25' R=180.00' N06°39'06"E 123.57' L=85.06' R=145.00'N40 ° 1 5 ' 4 5 " E 141. 3 8 ' L=3.99' R=100.00' L=36.72' R=100.00' L=28.91' R=100.00' L=87.46' R=100.00' N49 ° 4 4 ' 1 5 " W 121 . 6 2 ' N40 ° 1 5 ' 3 4 " E 129. 9 8 ' L=109.43' R=370.00' N57°12'09"E 10.09' N59°49'09"E 48.86' N48°43'47"E 109.03' S33°44'47"E 38.50' S21°5 6 ' 5 6 " E 140.78 ' S39 ° 5 6 ' 0 4 " W 253. 1 4 ' N24°40'54"W 84.70' L=192.93' R=167.00' N04°22'20"E 73.35' L=576.29' R=920.00' N40 ° 1 5 ' 4 5 " E 122. 5 2 ' N40 ° 1 5 ' 4 5 " E 251. 7 6 ' S49 ° 4 4 ' 1 5 " E 121 . 6 2 ' L=62.83' R=40.00'S40 ° 1 5 ' 4 5 " W 141. 3 8 ' L=71.83' R=205.00'L=48.42' R=205.00' S06°39'06"W 123.57' L=51.50' R=120.00' S31°14'28"W 50.20' L=134.59' R=230.00' S02°17'17"E 40.50' L=198.84' R=770.00' S12°30'26"W 239.82' L=90.07' R=60.00' N81°28'43"W 47.75' L=20.04' R=230.00' L=39.54' R=230.00' S83°40'45"W 53.96' N49 ° 4 4 ' 1 5 " W 78.9 2 ' N49°44'15"W 10.59' N49 ° 4 4 ' 1 5 " W 84. 5 7 ' N30°13'27"E 71.47' S04°44'15"E 56.57' N13°25'07"E 48.31' N23°27'25"E 83.85' S7 5 ° 0 0 ' 3 6 " E 83 . 4 0 ' N06°52'33"E 60.66'N18°47'00"E 306.64' N30°0 4 ' 2 5 " E 355.27' N22°19'03"E 566.92' S21°04'56" W 308.15' S11°20'40"W 675.39' S88°36'15"W 39.49' N83°58'29"W 20.03' S33°08'56"W 5.00' L=117.72' R=162.00' N75°30'12"W 115.15' N18°34'09"W 197.17' N50°42'27"E 182.38' S18°56'47"W 51.11'S14°28'35"W 132.68' S05°06'35"W 198.28' S55°30'51"W 81.85' N 5 9 ° 4 9 ' 0 9 " E 1 8 4 . 3 5 ' S36°53'48"W 60.16' S07°00'57"W 240.83' S04°23'01"W 70.54' S13°51'11"W 191.41' S04°32'27"W 211.41' S16°04'57"W 73.15' N08°39'17"E 28.81' S8 2 ° 5 0 ' 5 8 " E 19 7 . 5 6 ' N40 ° 1 5 ' 3 4 " E 129. 9 7 ' N59°49'09"E 50.23' N 5 9 ° 4 9 ' 0 9 " E 1 8 4 . 3 5 ' L=127.17' R=430.00' N57°12'09"E 11.46' N48°43'47"E 126.71' N36° 5 3 ' 4 8 " E 209. 2 2 ' N53°06'12"W 6.00' N05°51'00"W 39.56' S8 1 ° 1 8 ' 5 1 " W 23 7 . 7 9 ' N51°50'56"W 34.81' L=44.16' R=27.50' N35°10'52"E 117.74' N39°32'39"E 35.04' S08°41'18 " E 291.92' N14°28'35"E 98.07' N18°56'47"E 76.66'N05°06'35"E 213.73' N27°38'56"E 62.69' L=218.77' R=433.00' S22°06'52"W 216.45' N07°00'57"E 110.00' L=122.84' R=135.00' N22°09'31"E 182.59' N07°00'57"E 73.96' L=184.53' R=367.00'N36 ° 5 3 ' 4 8 " E 59.9 8 ' S 5 9 ° 2 5 ' 2 9 " W 8 1 . 9 1 ' S19°58'59"W 80.22' N77°02'20"W 51.47' N8 3 ° 0 4 ' 0 5 " W 15 6 . 2 7 ' S45 ° 0 6 ' 1 1 " E 117 . 4 4 ' S45 ° 0 6 ' 1 1 " E 41.0 7 ' S53 ° 2 2 ' 1 2 " E 149 . 8 1 ' N30° 3 4 ' 0 0 " W 125. 9 4 ' N16°04'57"E 73.15' N04°32'27"E 211.41' N13°51'11"E 191.41' N04°23'01"E 70.58' S06°45'42"W 243.63' S07°02'47"W 171.99' S7 8 ° 3 7 ' 4 1 " E 20 0 . 1 2 ' S7 8 ° 3 7 ' 4 1 " E 19 9 . 8 8 ' S7 8 ° 3 7 ' 4 1 " E 40 0 . 0 0 ' S11°22'19"W 300.02' S11°20'30"W 120.85' S11°20'30"W 208.09' S11°20'30"W 79.45' S11°20'30"W 25.46' S7 7 ° 2 0 ' 4 0 " E 26 5 . 6 8 ' S11°20'30"W 40.72' N7 7 ° 2 0 ' 4 0 " W 26 4 . 5 3 ' N78°45'48"E 101.26'S78°45'48"W S11°27'20"W 162.60' S 6 4 ° 5 0 ' 0 6 " W 7 6 . 2 5 ' N7 8 ° 0 1 ' 3 5 " W 25 9 . 3 6 ' L=116.26' R=325.00' N7 0 ° 4 9 ' 0 8 " W 15 1 . 9 5 ' S09°28'36"W 97.08' S11°50'17"W 150.05' N36 ° 5 3 ' 4 8 " E 124. 4 2 ' N36 ° 5 3 ' 4 8 " E 140. 8 4 ' S54 ° 2 5 ' 1 4 " E 116 . 5 6 ' S54 ° 2 5 ' 1 4 " E 164 . 4 4 ' S7 7 ° 3 6 ' 4 0 " E 10 7 . 1 9 ' N04°58'50" W 324.19' N14°54'51"E 44.06' N12°23'20"E 191.04' N04°32'24"E 233.92' N13°51'53"E 311.80' N07°30'50"E 334.38' N82°40'51"E 65.51' S88°53'59"E 43.91' S75°42'39"E 155.06' N38°04'35"E 50.00' N30° 5 5 ' 5 6 " W 92.1 4 ' N57°00'01"W 118.65' S 8 3 ° 5 1 ' 5 3 " W 10 8 . 3 9 ' S83°51'53"W 14.30' N12°00'00"W 113.56' N30° 5 5 ' 5 6 " W 92.1 4 ' L=77.35' R=85.00' N57°00'01"W 74.70' N06°55'56"E N06°58'44"W 156.27' N06°50'20"W N39°07'11"E 3.99' N27°27'23"E 36.52' N36 ° 5 3 ' 4 8 " E 231. 6 9 ' S11°50'17"W 134.65' S09°28'36"W 140.40' S11°27'20"W 170.14' S 8 3 ° 5 1 ' 5 3 " W 2 2 2 . 4 5 ' L=115.65' R=175.00' Portion of Relocated Old Farm Road R.O.W. to be expanded from 66' wide to 72' wide Residential 12 Zoning Co m m e r c i a l 1 - L R Z o n i n g Residential 1-PRD Zoning Re s i d e n t i a l 1 2 Z o n i n g Residenti a l 1 2 Z o n i n g Residentia l 1 - P R D Z o n i n g Co m m e r c i a l 1 - L R Z o n i n g S11°20'30"W 151.11' S11°20'30"W 92.53 N85°53'24"W 16.77' N85°53'26"W 33.17' N07°14'46"E 122.00' N 6 9 ° 4 9 ' 5 9 " E 6 8 . 3 4 ' S14°48'45"W 158.11' SEE SHEET PL-2 FOR BOUNDARY INFORMATION ON LOTS LOCATED EAST OF OLD FARM ROAD LAURENTIDE LANE LAURENTIDE LANELEDGE WAY LEDGE WAY SPLIT ROCK COURT SPLIT ROCK COURT LEO LANE LEO LANE · · · N8 5 ° 5 3 ' 2 6 " W 85 . 9 2 ' N8 3 ° 0 3 ' 5 9 " W 15 6 . 4 3 ' S53 ° 0 6 ' 1 2 " E 98. 8 1 ' S52 ° 1 6 ' 2 6 " E 61. 6 1 ' N53 ° 0 6 ' 1 2 " W 98. 8 1 ' O-IP4 not on Rightof Way, see Map Reference #2 O-IP3 not on Right of Way, see Map Reference #2 O-IP1 not on Right of Way, see Map Reference #2 O-IP5 not on Boundary Line, see Map Reference #2 N8 3 ° 0 3 ' 5 9 " W 15 6 . 5 1 ' Existing Old Farm Road R.O.W. to be reduced from 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm RoadR.O.W. to be reduced from 66' wide to 60' wide along Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing Old Farm Road R.O.W. to be reduced along Lot 20 frontage O-IP10 is not on Right of Way, it is located 0.67 feetN07°29'10"W fromcalculated corner OBNE, see Map References #1,3,4 N37°04'15"E 298.91' N34°08'31"E 390.86' S07°55'21"W 108.61' N8 2 ° 0 4 ' 2 2 " W 20 6 . 9 7 ' S11°20'30"W 220.87' S11°22'19"W 307.85' S07°02'47"W 169.65'S06°45'42"W 243.58' S07°00'57"W 53.84' N 5 6 ° 5 2 ' 4 2 " E 54 . 9 9 ' N11°57'1 5 " W 77.28' S 5 9 ° 3 3 ' 0 1 " W 82 . 7 0 ' L=400.23' R=532.00' L=98.37' R=275.00' S81°04'00"E 97.85' S7 0 ° 4 9 ' 0 8 " E 18 3 . 6 9 ' N12°35'24"E 660.46' S46 ° 2 3 ' 1 6 " E 407 . 9 0 ' N46 ° 2 3 ' 1 6 " W 378 . 8 3 ' N 5 5 ° 4 1 ' 3 9 " E 11 9 . 8 4 ' N 5 5 ° 4 1 ' 3 9 " E 67 . 9 6 ' N34° 1 8 ' 2 1 " W 172. 7 4 ' N4 5 ° 3 9 ' 5 6 " E 253 . 7 4 ' N4 5 ° 3 9 ' 5 6 " E 390 . 7 4 ' S38° 0 7 ' 5 1 " E 216. 3 6 ' N54 ° 0 2 ' 1 9 " W S4 7 ° 2 2 ' 4 0 " W 11 3 . 8 8 ' N37° 0 2 ' 2 7 " E 173. 3 6 ' S 5 9 ° 5 1 ' 1 3 " W 13 5 . 1 2 ' S07°00'57"W 118.98' S07°00'57"W 229.53' S54 ° 2 5 ' 1 4 " E S54°25'14"E 13.09' S54 ° 2 5 ' 1 4 " E 111 . 1 2 ' N36° 5 3 ' 4 8 " E 113. 1 6 ' N36 ° 5 3 ' 4 8 " E 154. 0 8 ' N36°53'48"E 21.01' S36°53'48"W 60.16' S07°00'57"W 240.83' S8 2 ° 5 0 ' 5 8 " E 19 7 . 5 6 ' N36° 5 3 ' 4 8 " E 209. 2 2 ' N53°06'12"W 6.00' L=218.77' R=433.00' S22°06'52"W 216.45' N07°00'57"E 110.00' L=122.84' R=135.00' N22°09'31"E 182.59' N07°00'57"E 73.96' L=184.53' R=367.00'N36 ° 5 3 ' 4 8 " E 59.9 8 ' N30° 3 4 ' 0 0 " W 158.8 4 ' N30° 3 4 ' 0 0 " W 139.3 6 ' S 5 9 ° 2 5 ' 2 9 " W 81 . 9 1 ' S19°58'59"W 80.22' N77°02'20"W 51.47' N8 3 ° 0 4 ' 0 5 " W 15 6 . 2 7 ' S45 ° 0 6 ' 1 1 " E 117 . 4 4 ' S45 ° 0 6 ' 1 1 " E 41.0 7 ' S30° 3 5 ' 4 1 " E 181.1 7 ' S53 ° 2 2 ' 1 2 " E 149 . 8 1 ' S52 ° 0 7 ' 2 0 " E 134 . 4 0 ' S52 ° 0 7 ' 2 0 " E 69. 6 8 ' S30° 0 8 ' 4 7 " E 119.3 9 ' S 5 9 ° 5 1 ' 1 3 " W 16 9 . 6 0 ' S59°51'13"W 29.99' S 5 9 ° 5 1 ' 1 3 " W 11 3 . 6 5 ' N30° 3 4 ' 0 0 " W 125.9 4 ' N16°04'57"E 73.15' N04°32'27"E 211.41' N13°51'11"E 191.41' N04°23'01"E 70.58' S06°45'42"W 243.63' S07°02'47"W 171.99' S7 8 ° 3 7 ' 4 1 " E 20 0 . 1 2 ' S7 8 ° 3 7 ' 4 1 " E 19 9 . 8 8 ' N11°22'19"E 300.02' S7 8 ° 3 7 ' 4 1 " E 40 0 . 0 0 ' S11°22'19"W 300.02'S11°20'30"W 120.85' S11°20'30"W 208.09' S11°20'30"W 79.45' S11°20'30"W 25.46' S7 7 ° 2 0 ' 4 0 " E 26 5 . 6 8 ' L=104.25' R=125.00' N 5 4 ° 5 2 ' 1 5 " E 78 . 9 6 ' L=93.39' R=125.00' N12°03'56"E 61.59' N12°03'56"E 16.83' L=60.21' R=175.00' N07°38'46 " W 65.08' S11°20'30"W 40.72' N7 7 ° 2 0 ' 4 0 " W 26 4 . 5 3 ' N78°45'48"E 101.26'S78°45'48"W 141.76' L=145.95' R=175.00' S54°52'15"W 23.03' N13°27'25"E 133.33' N8 8 ° 4 1 ' 0 7 " E 10 6 . 8 9 ' S11°27'20"W 162.60' N33°28'06"E 91.23' N7 8 ° 5 5 ' 1 7 " W 10 7 . 5 5 ' S24°23'1 9 " W 90.56' S 6 4 ° 5 0 ' 0 6 " W 7 6 . 2 5 ' N7 8 ° 0 1 ' 3 5 " W 25 9 . 3 6 ' N02°12'35"E 59.91' N05°29'34"W 62.68' N01°24'58"W 90.25' S8 8 ° 4 1 ' 0 7 " W 10 6 . 9 8 ' L=116.26' R=325.00' N7 0 ° 4 9 ' 0 8 " W 15 1 . 9 5 ' S09°28'36"W 97.08' S11°50'17"W 150.05' S11°21'45"W 38.04' S59°25'29"W 53.52' S8 9 ° 1 4 ' 4 1 " W 14 8 . 6 0 ' S30° 3 4 ' 0 0 " E 364.6 6 ' N36 ° 5 3 ' 4 8 " E 124. 4 2 ' N36 ° 5 3 ' 4 8 " E 140. 8 4 ' S36° 0 8 ' 5 5 " W 148. 6 3 ' S36° 0 8 ' 5 5 " W 181. 3 1 ' S36°08'55"W 35.77' S82°21'51"W 67.48' N34°06'15"W 44.24' N78°28'50"W 17.75' S30° 3 5 ' 4 1 " E 160.8 6 ' S 5 9 ° 4 7 ' 3 7 " W 1 4 3 . 7 9 ' S30° 3 5 ' 4 1 " E 140.3 8 ' S 5 9 ° 2 3 ' 1 2 " W 1 4 3 . 7 2 ' S30° 3 5 ' 4 1 " E 157.6 7 ' S30°08'47"E 47.37' S30° 0 8 ' 4 7 " E 338. 6 4 ' S54 ° 2 5 ' 1 4 " E 116 . 5 6 ' S54 ° 2 5 ' 1 4 " E 164 . 4 4 ' S41°12'44"E 290.86' L=211.57' R=1549.00' S33°26'45"W 10.00' L=281.67' R=1549.00' L=67.86' R=1559.00' S83°00'08"W 67.93' S8 3 ° 0 0 ' 0 8 " W 58 7 . 4 2 ' S 8 3 ° 0 0 ' 0 8 " W 3 2 3 . 7 0 ' S8 3 ° 0 0 ' 0 8 " W 42 0 . 9 1 ' S07°29'10 " E 564.93' S07°35'14 " E 281.50' N81°04'00"W 115.64' L=292.12' R=906.87' L=25.94' R=906.87' S31°09'53"E 25.94' S30° 2 0 ' 3 9 " E 272.6 6 ' S30° 2 0 ' 3 9 " E 278. 8 9 ' S30° 2 0 ' 3 9 " E 477.4 5 ' S30°20'39"E 7.02' L=215.35' R=1549.00' S34°19'37"E 215.17' S39°29'50"E 64.21' S44°42'24"E 217.27' S57°48'04"E 67.85' S52°38'28"E 211.41' N30° 5 5 ' 5 6 " W 92.1 4 ' L=93.59' R=225.00' L=55.11' R=225.00' N19°00'59"W 92.91' N57°00'01"W 118.65' S83°00'08"W 91.40' S82°10'44"W 38.03' S8 2 ° 1 0 ' 4 4 " W 8 7 . 7 3 ' S82°10'44"W 50.31' S82°10'44"W 53.56' S 8 2 ° 1 0 ' 4 4 " W 1 1 9 . 8 8 ' S 8 3 ° 5 1 ' 5 3 " W 10 8 . 3 9 ' S83°51'53"W 14.30' N55°41'39"E 16.08' N 5 5 ° 4 1 ' 3 9 " E 23 3 . 0 8 ' L=31.24' R=468.00' N48°50'40"E 49.39' N53°46'54"E 31.24' N11°22'19"E 295.45' N12°00'00"W 113.56' N30° 5 5 ' 5 6 " W 92.14 ' L=77.35' R=85.00' N57°00'01"W 74.70' N00°05'03"W 54.97' N06°55'56"E 181.11' N06°55'56"E 181.11' L=157.82' R=325.00' N06°58'44"W 156.27' L=133.54' R=275.00' N06°58'44"W 132.23' N20°53'24"W 49.32' N20°53'24"W 49.02' L=117.32' R=225.00' L=90.27' R=175.00' N06°50'20"W 89.28' N06°35'36"W 116.00' L=51.40' R=450.00' N05°53'32"W 51.37'N07°38'46 " W 65.72' L=77.41' R=225.00' N02°12'35"E 77.03' N12°03'56"E 78.42' L=124.06' R=175.00' N34°33'42"E 121.48' N54°52'15"E 5.92' N7 8 ° 0 0 ' 5 0 " W 14 0 . 1 8 ' N13°27'25"E 133.33'N01°24'58"W 155.40' S12°37'31"W 510.28' S11°44'36"W 146.03'S01°27'04"E 180.34'S11°22'51"W 230.21' S06°31'20" E 245.93' S08°44'4 8 " E 81.07'S06°55'56"W 177.11' S8 3 ° 0 5 ' 4 7 " E 14 9 . 7 9 ' L=6.68' R=175.00' L=304.24' R=468.00' L=47.84' R=468.00' N15°31'07"E 47.82' S4 3 ° 1 3 ' 5 3 " W 93. 6 0 ' S48 ° 5 4 ' 2 6 " E 142 . 9 1 ' S01°13'57"E 115.41' S48 ° 4 3 ' 5 1 " E 218 . 0 3 ' S26°02'0 9 " W 357.65' S23°35'51 " W 349.79' S4 6 ° 3 2 ' 5 9 " W 38 4 . 3 7 ' S46°32'59"W 30.04' S12°58'45"W 34.87' S12°58'45"W 151.06'S12°58'45"W 310.01' S46 ° 2 3 ' 1 6 " E 428 . 4 7 ' N12°35'24"E 375.46' N12°35'24"E 262.22' S7 7 ° 1 3 ' 3 8 " E 55 4 . 6 2 ' L=91.68' R=532.00' N50°45'25"E 91.57' N4 5 ° 4 9 ' 1 1 " E 32 0 . 4 8 ' N4 5 ° 4 9 ' 1 1 " E 32 5 . 7 2 ' L=49.41' R=468.00' N13°09'32"E 6.68' N36 ° 5 3 ' 4 8 " E 231. 6 9 ' S11°50'17"W 134.65' S09°28'36"W 140.40' S11°27'20"W 170.14' S8 3 ° 5 1 ' 5 3 " W 2 2 2 . 4 5 ' S7 7 ° 1 3 ' 4 6 " E 55 4 . 2 9 ' S12°58'45"W 176.77' L=115.65' R=175.00' Portion of Relocated Old FarmRoad R.O.W. to be expanded from 66' wide to 72' wide Mixed Industrial & Commercial (I-C) Zoning Commercial 1-LR Zoning Mixed Industrial & Co m m e r c i a l ( I - C ) Z o n i n g Residential 1-PRD Zoning Co m m e r c i a l 1 - L R Z o n i n g Re s i d e n t i a l 1 - P R D Z o n i n g N 5 5 ° 4 1 ' 3 9 " E 61 . 3 6 ' L=62.72' R=500.00' S11°20'30"W 151.11' S11°20'30"W 92.53 N85°53'26"W 33.17' N07°14'46"E 122.00' N 6 9 ° 4 9 ' 5 9 " E 6 8 . 3 4 ' S14°48'45"W 158.11' SEE SHEET PL-1 FOR BOUNDARY INFORMATION ON LOTS LOCATED WEST OF OLD FARM ROAD DANIEL DRIVE LEO LANE BARN ROAD BARN ROAD O'BRIEN FARM ROAD EAST O'BRIEN FARM ROAD EAST · · · Ex. Stormwater easement for the benefit of the City of South Burlington Ex. Stormwater easement for the benefit of the City of South Burlington Limit of Open Space Easement New 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Ex. 20' wide utility easement for the benefit of the City of South Burlington Ex. sidewalk and utility easement Proposed 30' wide Access and Utility easement for pedestrian connectivity and contiguous green space for the benefit of the City of South Burlington Proposed 30' wide easement for pedestrian connectivity, utilities and contiguous green space for the benefit of the City of South Burlington New 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Proposed 30' wide Access & Utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide utility easement to Green Mountain Power 20' wide access and utility easement for the benefit of the City of South Burlington Proposed 20' wide utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington O-IP4 not on Right of Way, see MapReference #2 O-IP3 not on Right of Way, see Map Reference #2 O-IP1 not on Right of Way, see Map Reference #2 Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing OldFarm Road R.O.W. to be reduced along Lot 20 frontage Ex. 20' wide access easement for the benefit of the City of South Burlington Open Space & Stormwater Easement, Area = 3.0 acres New 10' wide Green Mountain Power easement Ex. permanent slope rights for the benefit of City of South Burlington Proposed 20' wide Access and Utility easements for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Limit of open space easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington Ex. 10' wide Green Mountain Power easement New Utility Easement for the benefit of Green Mountain Power New Proposed Utility Easement for the benefit of the City of South Burlington Open Space Easement New Access & Utility Easement SEE SHEET E-2 Proposed Access and Utility easement for the benefit of the City of South Burlington Proposed 20' wide utility easement for the benefit of the City of South Burlington Proposed utility easement for the benefit of the City of South Burlington benefit of the City of South Burlington New 10' wide Green Mountain Power easement benefit of the City of South Burlington Proposed 50' wide Access and Utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington Proposed Pedestrian Access easement for the benefit of the City of South Burlington. Proposed Utility and Access easement for the benefit of the City of South Burlington Proposed Pedestrian easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Proposed 20' Access easement for the benefit of the City of South Burlington. O-IP5 not on Boundary Line, see Map Reference #2 O-IP10 is not on Right of Way, it is located 0.67 feetN07°29'10"W fromcalculated corner OBNE, see Map References #1,3,4 New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New Stormwater utility easement for the benefit of the City of South Burlington Stormwater utility easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Portion of Relocated Old Farm Road R.O.W. to be expanded from 66' wide to 72' wide SEE SHEET E-1 New Utility Easement for the benefit of Green Mountain Power New Utility Easement for the benefit of the City of South Burlington New Access & Utility Easement 34-1 34-3 39-8 39-9 39-10 39-11 38-1 38-238-338-4 38-5 34-2 34-4 34-9 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 34-6 34-7 34-8 35-12 35-13 35-14 35-15 37-3 37-4 37-5 37-6 35-16 35-17 35-18 35-11 34-10 36-136-236-336-436-5 34-5 36 - 6 36 - 7 36 - 8 36 - 9 SE E S H E E T P L - 4 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b a c k Wetland B T y p e I I I 50 ' W e t l a n d Se t b a c k Wetland 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 6 Inv. ou t 3 2 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 . Coordiant 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 Bik eRack New BikeRack 8' MIN 8' MIN New ga 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 wit 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 h y d r a n t o u t of sidew a l k . New 6"tapping sle e v e and val v e . 4"6" 4" 6" 6"4" 4"6" New 15" H D P E s = 0 . 0 7 6 15" HDPE s = 0 . 0 8 9 15" HDPE s = 0 . 0 5 2 New 15" H D P Es=0.069 New 1 8 " 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 Grav e l 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" H D P E s=0.0 6 8 New 12 " H D P E s=0.01 8 New 15" H D P E s=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 D P E s = 0 . 0 3 9 New 12" HD P E s = 0 . 0 6 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 " H D P E 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 " H D P E s = 0 . 0 1 New 1 5 " H D P E s = 0 . 0 5 4 New 15" H D P E s = 0 . 0 2 New 15" H D P E s = 0 . 0 5 2 New 1 5 " H D P E s = 0 . 0 4 3 New 1 5 " H D P E s = 0 . 0 2 1 New 12 " H D P E s = 0 . 0 5 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 D P E s = 0 . 0 3 New 12" HD P 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 O u t l e tStructu 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 5 Inv. ou t 3 4 3 . 1 5 New C BRim 351 . 2Inv. in 34 5 . 9 2Inv. out 34 5 . 8 2 New C BRim 353. 1Inv. in 34 6 . 9Inv. out 34 6 . 8 New CBRim 35 3 . 7 0Inv. in 34 7 . 9 Inv. out 3 4 7 . 8 New CBRim 353.7Inv. in 3 4 8 . 2 5 Inv. ou t 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 3 6 3 . 0 5Inv. in 3 5 8 . 3Inv. out 3 5 8 . 2 New CBRim 3 6 4 . 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 359.8Inv. in 35 4 . 4 8 Inv. ou t 3 5 4 . 3 8 New CBRim 3 6 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 3 7 2 . 9Inv. out 3 6 8 . 1 5 Inv. ud 3 6 8 . 9 New C BRim 37 0 . 9Inv. in 3 6 6 . 1 5Inv. out 3 6 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 1 4' 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 7 Inv. 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 3 5 9 . 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 5 Inv. ud 3 5 3 . 7 New C BRim 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 3 4 7 . 2 5Inv. in 3 3 7 . 9 6 Inv. out 3 3 7 . 8 6 NewDMhRim 3 5 0 . 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 riprapdispersal 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 3 4 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 Drai n s New 10"PVC RoofDrain New 15" H D P E 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 371.0Inv. in 36 6 . 2 5 Inv. out 3 6 6 . 1 5 New C BRim 370 . 0Inv. in 36 5 . 2 5Inv. out 3 6 5 . 1 5 New CBRim 375.2 5 Inv. in 3 7 0 . 5Inv. out 3 7 0 . 4 New C BRim 375.5Inv. out 37 1 . 0 New 10"PVC RoofDrain New 12" H D P E s=0.019 New 12" HD P E s=0.014 New 1 5 " H D P E s = 0 . 1 1 5 New 12 " H D P E s=0.012 New 15" HDPEs=0.053 New 15 " H D P E s=0.0 2 1 New 15 " H D P E 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 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 . Coordina t e w i t h mechanica l p l a n s . Would needirregular shape onthis lot Need to keep fenceout of sewereasement Could regradecorner for to haveless of a dropoff Need to keep fenceout of sewereasement Assume we wouldjust fence inbetween house andgarage and adjustdimensionsaccordingly May be tricky in lotswith retaining walls.Could possible justdo to the wall andhave a gate for thestairs 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 Traffic Light Phase 13 Open Space amenity, IC Trail Phase 16 Mabel Way north Phase 5 Daniel Drive, Barn Road, and south Mabel Way Phase 3 Potash Road/Kimball Avenue Intersection Traffic Light Phase 15 O'Brien Farm Road cul-de-sac Phase 9 Barn Improvements Village Green Phase 7 Open Space, Park Amenity Phase 11 EASTVIEW Soil Stockpile and Fill Area Phase 4 Potash road and Construction Staging Area Phase 1 Old Farm Road Sidewalk to VT 116 Phase 17 Kimball Avenue Recreation Path Phase 18 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 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 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 12.61 ac Lot 29 1.70 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 0.98 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 - 1 32 - 1 32 - 2 32 - 3 32 - 4 32 - 5 32 - 6 32 - 7 32 - 8 32 - 9 32 - 1 0 32 - 1 1 32 - 1 2 32 - 1 3 32- 1 4 3 2 - 1 5 3 2 - 1 6 32 - 1 7 32 - 1 8 32 - 1 9 32 - 2 0 32 - 2 1 32 - 2 2 3 2 - 2 3 3 2 - 2 4 31-1 31-5 31 - 7 3 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 3 1 - 1 1 3 1 - 1 2 20 - 2 20 - 3 20 - 4 20 - 5 20 - 6 20 - 7 20 - 8 20 - 9 20 - 1 0 20 - 1 1 20 - 1 2 20 - 1 3 20 - 1 4 20 - 1 5 20 - 1 6 20 - 1 7 20 - 1 8 20 - 1 9 20 - 2 0 20 - 2 1 20 - 2 2 20 - 2 3 20 - 2 4 20 - 2 5 20 - 2 6 Lot 38 1.56 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 0.71 ac 3 2 - 2 5 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36 - 1 35-11 34-10 Lot 30 1.37 ac Lot 36 1.02 ac 24-1 24-124-2 24-3 24-4 36 - 2 36 - 3 36 - 4 36 - 5 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A 16 - 1 5 16 - 1 6 16-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac Phase 4A P h a s e 4 B P h a s e 4 C 36 - 6 36 - 7 36 - 8 36 - 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 3 1 - 2 0 3 1 - 2 1 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 6 Lot 59 0.17 ac 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b a c k Wetland B T y p e I I I 50 ' W e t l a n d Se t b a c k Wetland C Type III 8' MIN 8' MIN 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 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 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 12.61 ac Lot 29 1.70 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 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 - 1 32 - 1 32 - 2 32 - 3 32 - 4 32 - 5 32 - 6 32 - 7 32 - 8 32 - 9 32 - 1 0 32 - 1 1 32 - 1 2 32 - 1 3 32- 1 4 3 2 - 1 5 3 2 - 1 6 32 - 1 7 32 - 1 8 32 - 1 9 32 - 2 0 32 - 2 1 32 - 2 2 3 2 - 2 3 3 2 - 2 4 31-1 31-5 31 - 7 3 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 3 1 - 1 1 3 1 - 1 2 20 - 2 20 - 3 20 - 4 20 - 5 20 - 6 20 - 7 20 - 8 20 - 9 20 - 1 0 20 - 1 1 20 - 1 2 20 - 1 3 20 - 1 4 20 - 1 5 20 - 1 6 20 - 1 7 20 - 1 8 20 - 1 9 20 - 2 0 20 - 2 1 20 - 2 2 20 - 2 3 20 - 2 4 20 - 2 5 20 - 2 6 Lot 38 1.56 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 0.71 ac 3 2 - 2 5 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36 - 1 35-11 34-10 Lot 30 1.37 ac Lot 36 1.02 ac 24-1 24-124-2 24-3 24-4 36 - 2 36 - 3 36 - 4 36 - 5 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A 16 - 1 5 16 - 1 6 16-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac 36 - 6 36 - 7 36 - 8 36 - 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 3 1 - 2 0 3 1 - 2 1 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 6 Lot 18 Open Space 0.98 ac Lot 59 0.17 ac PROPOSED SIDEWALK EXTENSION REQUIRED BY DEVELOPMENT REVIEW BOARD PRELIMINARY PLAT APPROVAL 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b a c k Wetland B T y p e I I I 50 ' W e t l a n d Se t b a c k Wetland 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 6 Inv. ou t 3 2 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 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 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 12.61 ac Lot 29 1.70 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 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 - 1 32 - 1 32 - 2 32 - 3 32 - 4 32 - 5 32 - 6 32 - 7 32 - 8 32 - 9 32 - 1 0 32 - 1 1 32 - 1 2 32 - 1 3 32- 1 4 3 2 - 1 5 3 2 - 1 6 32 - 1 7 32 - 1 8 32 - 1 9 32 - 2 0 32 - 2 1 32 - 2 2 3 2 - 2 3 3 2 - 2 4 31-1 31-5 31 - 7 3 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 - 1 0 3 1 - 1 1 3 1 - 1 2 20 - 2 20 - 3 20 - 4 20 - 5 20 - 6 20 - 7 20 - 8 20 - 9 20 - 1 0 20 - 1 1 20 - 1 2 20 - 1 3 20 - 1 4 20 - 1 5 20 - 1 6 20 - 1 7 20 - 1 8 20 - 1 9 20 - 2 0 20 - 2 1 20 - 2 2 20 - 2 3 20 - 2 4 20 - 2 5 20 - 2 6 Lot 38 1.56 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 0.71 ac 3 2 - 2 5 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36 - 1 35-11 34-10 Lot 30 1.37 ac Lot 36 1.02 ac 24-1 24-124-2 24-3 24-4 36 - 2 36 - 3 36 - 4 36 - 5 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A 16 - 1 5 16 - 1 6 16-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac 36 - 6 36 - 7 36 - 8 36 - 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 3 1 - 2 0 3 1 - 2 1 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 6 Lot 18 Open Space 0.98 ac Lot 59 0.17 ac New SMh#2 Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh#1 Rim 419.3 Inv. in 413.58 Inv. out 413.48 New CB#3 Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB#4 Rim 417.30 Inv. fd 407.8 Inv. out 406.55 New CB#1 Rim 419.14 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New CB#2 Rim 419.14 Inv. fd 410.3 Inv. out 409.05 Lot 18 Open Space 0.98 ac 16-1 16-2 16-3 16-4 20-1 20-2 20-3 20-4 20-5 20-6 20-7 Lot 16 2.81 ac Lot 20 2.13 ac New 4" PVC SDR 35 sanitary service. s=1 4"/ft. min. Typical all units. FUTURE ATHLETIC FIELD and/or ACTIVE USE AREA New 8" PVC Sewer s=0.009 PCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 419.4PCG 420.0 8' paved multi-use path 9 Parking spaces Ne w 1 5 " HD P E Ne w 1 5 " H D P E New 15" HDPE s=0.01 New 30' access and utility easement Ne w 1 0 ' p a v e d p a t h New 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk Maintain 18" min. vertical separation between water and sewer (typ.) New UD cleanout New 12"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New 12" x 12" x 12" tee with thrust block New 12" gate valves New 12" CL 52 D.I. water main New Hydrant assembly New 34" k copper water service and curb stop. Typical all units. New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 12"tee with valve & thrust block New 12" gate valves New 45° bends with thrust blocks 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 14' wide driveway Lot 59 (GMP) 0.17 ac POTENTIAL FUTURE PARKING HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2 SITE PLAN - LEO LANE 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 Lot 5 8.8 ac EASTVIEW SE E S H E E T C - 1 0 SEE SHEET C-2.1 SEE SHEET C-9 SE E S H E E T C - 3 New SMh#6 Rim 399.9 Inv. in 394.2 Inv. out 394.1 New SMh#5 Rim 402.8 Inv. in 393.5 Inv. out 393.4 New SMh #4 Rim 408.95 Inv. in 402.73 Inv. out 402.63 New 8" PVC SDR 35 Connect to Phase 1 stub. Verify elevation prior to laying pipe New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New SMh Rim 401.4 Inv. in 395.33 Inv. out 395.23 New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 402.5 Inv. in 396.83 Inv. out 396.73 New CB#11 Rim 402.75 Inv. ud 398.75 Inv. fd 393.42 Inv. in 399.66 Inv. out 392.17 New CB#12 Rim 402.75 Inv. ud 398.75 Inv. in 390.25 Inv. out 390.15 New CB#9 Rim 406.11 Inv. ud 402.11 Inv. in 393.75 Inv. out 393.65 Inv. fd 395.0 New CB#10 Rim 406.11 Inv. ud 402.11 Inv. fd 395.1 Inv. out 393.85 New CB#66 Rim 402.25 Inv. ud 398.25 Inv. fd 399.15 Inv. in 397.9 Inv. out 397.8 New CB#67 Rim 401.3 Inv. ud 397.3 Inv. in 396.25 Inv. out 396.15 New CB#15 Rim 388.0 Inv. in 382.0 Inv. out 381.9 Inv fd 383.9 16-12 16-13 16-14 32-13 32-14 31-1 31-2 20-21 20-22 20-23 20-24 20-25 20-26 Lot 16 2.81 ac Lot 20 2.13 ac Lot 31 2.38 ac New SMh#8 Rim 389.2 Inv. in 383.5 Inv. out 383.4 New SMh#7 Rim 395.25 Inv. in 386.6 Inv. out 386.5 New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. New CB Rim 400.9 Inv. out 396.58 New CB Rim 396.72 Inv. in 391.97 Inv. out 391.87 Inv. fd 393.12 PARK SPACE Lot 11 1.2 ac Inv. out 385.45 Rim 390.5 Inv. out 385.75 New CB#14 Rim 387.5 Inv. in 382.57 Inv. out 382.47 Inv. fd 384.57 New CB#13 Rim 394.0 Inv. in 383.71 Inv. out 383.61 Inv. fd 385.71 32-8 32-9 32-10 32-11 32-12 16-15 16-16 16-17 16-18 16-19 Ne w 8 " P V C S e w e r s= 0 . 0 7 6 New 8" PV C S e w e r s=0.01New 8" PVC Se w e r s=0.045 New 8" PVC S e w e r s = 0 . 0 5 2 New 8" PVC Se w e r s = 0 . 0 1 6 New 8 " P V C S e w e r s=0.0 3 4 Ne w 8 " P V C S e w e r s = 0 . 0 4 6 N e w 8 " P V C S e w e r s= 0 . 1 0 Ne w 8 " P V C S e w e r s = 0 . 0 3 4 ± PCG 408.75 PCG 406.75 PCG 405.5 PCG 407.0 PCG 409.5 PC G 4 0 5 . 5 17 Parking spaces 2 Parking spaces 8' paved multi-u s e p a t h 8' paved multi-u s e p a t h New 2 4 " H D P E s = 0 . 0 1 New 1 5 " HDP E Ne w 1 5 " HD P E New 18" HDPE s=0.022 New 18" HDPE s=0.19 Ne w 1 5 " H D P E s = 0 . 0 1 New 1 5 " HDPE s=0.0 6 5 New 15" H D P E s = 0 . 0 4 3 Ne w 1 5 " H D P E Ne w 1 8 " H D P E s= 0 . 0 5 9 New 24" HDPE s=0.01 Ne w 2 4 " H D P E s = 0 . 0 1 Raised crosswalk New 1 5 " H D P E New 15" H D P E s=0.083 Ne w 1 5 " H D P E s=0 . 0 1 Ne w 1 5 " H D P E s = 0 . 0 5 2 Ne w C B Ri m 3 6 7 . 2 Inv . o u t 3 6 3 . 2 Ne w C B Ri m 3 6 8 . 4 Inv . i n 3 6 2 . 8 2 In v . o u t 3 6 2 . 7 2 Ne w C B Ri m 3 7 2 . 5 Inv . i n 3 6 7 . 7 5 Inv . o u t 3 6 7 . 6 5 Ne w C B Ri m 3 7 2 . 8 Inv . o u t 3 6 8 . 3 Ri m 3 7 5 . 5 In v . o u t 3 7 1 . 0 New 1 2 " H D P E s= 0 . 0 1 9 New 1 2 " H D P E s=0. 0 1 4 N e w 1 5 " H D P E s = 0 . 1 1 5 Ne w 1 5 " H D P E s=0. 0 1 me c h a n i c a l p l a n s . G15 G16 G17 G18 G19 PCG 397.5 PC G 3 9 7 . 7 PC G 3 9 8 . 5 PC G 4 0 0 . 8 PC G 4 0 1 . 5 PCG 416.2 PCG 415.6 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.5 PCG 410.5 PCG 410.5 PCG 410.5 PC G 4 1 0 . 2 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 8" PVC Se w e r s = 0 . 0 2 5 Lot 19 Open Space 0.75 ac New 20' min. access and utility easement New 5' concr e t e s i d e w a l k New 5' concre t e s i d e w a l k N e w 5 ' p a v e d p a t h New 6 ' c o n c r e t e s i d e w a l k Ne w 5 ' c o n c r e t e s i d e w a l k New 5' concret e s i d e w a l k NewYD Rim 409.0 Inv. 406.0 New YD Rim 408.3 Inv. 405.5 New YD Rim 408.3 Inv. 405.0 New YD Rim 406.5 Inv. 403.6 New YD Rim 406.0 Inv. 403.0 New Drop Inlet#3 Rim 405.8 Inv. 401.0 New YD Rim 406.0 Inv. 402.1 New 1 2 " H D P E s= 0 . 0 2 New 12" HDPE s=0.024 Maintain 18" min. vertical separation between water and sewer (typ.) New Hydrant assembly Ne w 8 " D . I . w a t e r m a i n New 8"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New 12" x 12" x 12" tee with thrust block New 12" CL 52 D.I. water main New Hydrant assembly New 12" CL 5 2 D . I . w a t e r m a i n New 12" gate valves New 12" gate valves New 12"tee with valve & thrust block New 12" x 8" reducer New 34" k copper water service and curb stop. Typical all units. New Hydrant assembly New 8" in-line gate valve attached to 45° bend. Make conversion to C900 PVC at valve. New 12" x 8" reducer at bend30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb Solid cover Drop Inlet Rim 395.0 Inv. 391.0 New 12" HDPE s = 0 . 0 3 1 Core and boot new Inv. 390.0 Walkway surface from garage to unit to be determined by owner. HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-4 SITE PLAN - LEO LANE, OLD FARM ROAD, MABEL WAY 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 SEE SHEET C-15 SE E S H E E T C - 5 SE E S H E E T C - 3 New SMh#34 Rim 407.30 Inv. in 401.6 Inv. out 401.5 New SMh#35 Rim 411.4 Inv. in 405.7 Inv. out 405.6 Inv. in 404.12 Inv. out 404.02 New CB#62 Rim 408.26 Inv. ud 404.26 Inv. out 402.35 New CB Rim 378.45 Inv. in 372.90 Inv. out 372.80 Inv. fd 374.05 Lot 31 2.39 ac 32-15 31-5 31-7 31-9 31-6 31-8 31-10 3 1 - 1 1 3 1 - 1 2 New CB#68 Rim 411.6 Inv. out 407.6 New SMh Rim 376.1 Inv. in 369.95 Inv. out 369.85 New CB Rim 375.2 Inv. out 370.45 New CB Rim 377.2 Inv. in 372.20 Inv. out 372.10 Inv. fd 373.45 New CB Rim 377.2 Inv. out 372.45 New CB Rim 387.0 Inv. out 382.20 Inv ud 382.7 New SMh Rim 378.75 Inv. in 371.64 Inv. out 371.54 New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5 New CB Rim 378.45 Inv. out 373.7 New DMh Rim 380.22 Inv. in 374.1 Inv. out 374.0 Inv. fd 375.35 New CB Rim 379.3 Inv. out 375.05 New CB Rim 379.66 Inv. in 373.61 Inv. out 373.51 Inv. fd 374.76 New CB Rim 379.66 Inv. out 374.87 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 New 8 " P V C S e w e r s = 0 . 0 3 1 New 8 " P V C S e w e r s = 0 . 0 0 7 5 New 8 " P V C S e w e r s = 0 . 0 0 7 5 PC G 4 1 2 . 5 PCG 4 1 2 . 5 PCG 4 1 0 . 3 PCG 4 0 8 . 2 Access route easement for C1-LR lots New CB Rim 389.0 Inv. out 384.20 Inv ud 384.7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2 N e w 1 5 " H D P E N e w 1 5 " H D P E New 1 5 " H D P E Ne w 1 5 " H D P E New 1 5 " H D P E New 1 5 " H D P E N e w 1 5 " H D P E N e w 1 2 " HDPE New 12" HDPE N e w 1 5 " H D P E New DMh Rim 377.75 Inv. in 366.77 Inv. out 366.67 New DMh Rim 375.5 Inv. in 370.0 Inv. out 369.9 New DMh Rim 367.6 Inv. in 362.1 Inv. out 362.0 N e w 1 8 " H D P E s = 0 . 0 6 2 New 1 8 " H D P E s = 0 . 0 1 N e w 1 8 " H D P E s = 0 . 0 5 0 New 1 8 " H D P E s = 0 . 0 1 PCG 4 1 2 . 3 PC G 3 8 0 . 0 PC G 3 8 0 . 5 PC G 3 8 1 . 0 PC G 3 8 2 . 0 PC G 3 8 3 . 0 PC G 3 8 2 . 5 PCG 3 8 2 . 5 Access route for C1-LR lots 12' wide stabilized grass maintenance drive Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.45 ac Lot 55 1.63 acNe w c o n c r e t e w a l k New 5 ' c o n c r e t e s i d e w a l k New 5 ' c o n c r e t e s i d e w a l k New DMh Rim 372.5 Inv. in 359.75 Inv. out 359.65 New UD cleanout New 8" C900 PVC water main New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New 8" x 8" x 8" tee with thrust block New 45° bends with thrust blocks New 8" x 8" x 8" tee with thrust block and valve New 45° bends with thrust blocks New 45° bends with thrust blocks New 8 " C 9 0 0 P V C w a t e r m a i n 31-13 31-14 31-15 31-16 31-17 31-18 31-19 31-20 31-21 31-22 31-23 31-24 31-25 31-26 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-6 SITE PLAN - O'Brien Farm Road East 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 SEE SHEET C-6.1 SE E S H E E T C - 7 SEE SHEET C-5 SE E S H E E T C - 1 5 New SMh#26 Rim 374.5 Inv. in 365.94 Inv. out 365.84 New Outlet Structure 5. See detail. New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5 New CB Rim 379.3 Inv. out 375.05 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 New parking with pervious pavers New 8" PVC Sewer s=0. 0 1 N e w 8 " P V C S e w e r s = 0 . 1 1 7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2 N e w 1 2 " H D P E New 12" HDPE New Emergency Spillway. See detail 8' MIN 8' M I N New DMh Rim 359.0 Inv. in 352.5 Inv. out 352.4 12' wide stabilized grass maintenance drive PC G 3 8 2 . 5 Provide addtional stabilized grass between retaining walls 12' wide stabilized grass maintenance drive Lot 54 0.45 ac Lot 57 0.39 ac Lot 55 1.63 ac New concrete curb New p a v e d p a t h Ne w p a v e d p a t h New pave d p a t h Ne w c o n c r e t e w a l k Ne w c o n c r e t e w a l k New gravel p a t h Temporary gravel parking for 4 cars NOTE: Temporary parking area to be removed with approved development of Lot 57 Trees above 6" diameter in this area will be retained and limbed up to 8' New DMh Rim 372.6 Inv. in 336.0 Inv. out 335.9 New DMh Rim 372.5 Inv. in 359.75 Inv. out 359.65 New 1 8 " H D P E s = 0 . 0 3 2 New Hydrant assembly New 8" C900 PVC water main New 45° bends with thrust blocks New 45° bends with thrust blocks New 45° bends with thrust blocks 31-26 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-6.1 SITE PLAN - O'Brien Farm Road East & Park 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 SEE SHEET C-6 SE E S H E E T C - 1 4 SEE SHEET C-8.1 SE E S H E E T C - 8 New SMh#18 Rim 424.24 Inv. in 418.54 Inv. out 418.44 Lot 33 2.38 ac Lot 34 1.30 ac 34-1 34-3 34-2 34-4 34-5 Barn New CB#35 Rim 423.50 Inv. ud 419.5 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB#41 Rim 413.60 Inv. ud 409.6 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB#39 Rim 417.60 Inv. ud 413.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 34-6 34-7 34-8 New CB#37 Rim 420.54 Inv. ud 416.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 8' paved multi-use path 9 Parking spaces 11 Parking spaces 10 ' p a v e d m u l t i - u s e p a t h New Pavillion New Paved parking Lot 49 0.54 ac PC G 4 2 4 . 0 PC G 4 2 1 . 5 PC G 4 1 8 . 2 New concrete curb New concrete curb 5' c o n c r e t e s i d e w a l k 8' p a v e d m u l t i - u s e p a t h Flush curb for ADA space New underground power to existing 200 Old Farm Road. New 5' concrete sidewalk New Hydrant assembly New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 45° bends with thrust blocks 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 2, EV spaces 6'x11' transformer 4'x4' pad 7'x2' charger SKATING RINK POTENTIAL FUTURE PARKING HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-9 SITE PLAN - Historic Barn 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 SE E S H E E T C - 1 0 SEE SHEET C-2 SEE SHEET C-12 New SMh#18 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 0.71 ac Lot 35 2.38 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 New SMh#20 Rim 414.1 Inv. in 408.4 Inv. out 408.3 New SMh#19 Rim 417.75 Inv. in 412.05 Inv. out 411.95 New CB#35 Rim 423.50 Inv. ud 419.5 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB#41 Rim 413.60 Inv. ud 409.6 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB#39 Rim 417.60 Inv. ud 413.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 New CB#38 Rim 417.60 Inv. ud 413.6 Inv. fd 410.7 Inv. out 409.45 New CB#34 Rim 423.50 Inv. ud 419.5 Inv. fd 415.7 Inv. out 414.45 34-6 34-7 New CB#37 Rim 420.54 Inv. ud 416.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 New CB#36 Rim 420.54 Inv. ud 416.54 Inv. fd 413.7 Inv. out 412.45 Lot 35 2.38 ac 35-13 35-14 35-15 37-3 37-4 35-16 35-17 35-18 New CB#17 Rim 421.93 Inv.ud 417.93 Inv. fd 414.3 Inv. in 412.8 Inv. out 412.7 New CB#16 Rim 421.93 Inv. out 414.4 Inv. ud 417.93 New CB#20 Rim 415.43 Inv. ud 411.43 Inv. fd 407.9 Inv. in 406.65 Inv. out 406.55 New CB#19 Rim 415.43 Inv. ud 411.43 Inv. (12") 408.1 Inv. out 406.85 New CB#22 Rim 407.22 Inv. ud 403.22 Inv. fd 396.95 Inv. in 395.7 Inv. out 395.6 New CB#21 Rim 407.22 Inv. ud 403.22 Inv. fd 397.1 Inv. out 395.85 New SMh#12 Rim 410.23 Inv. in 404.53 Inv. out 404.43 New SMh #9 Rim 422.33 Inv. in 416.63 Inv. out 416.53 N e w 8 " P V C S e w e r s = 0 . 0 3 4 Ne w 8 " P V C S e w e r s= 0 . 0 3 0 Ne w 8 " P V C S e w e r s= 0 . 0 7 1 Ne w 8 " P V C S e w e r s= 0 . 0 7 6 Ne w 1 5 " H D P E s = 0 . 0 3 2 New 15" HDPE New 1 5 " H D P E s=0 . 0 4 3 Ne w 1 5 " H D P E s = 0 . 0 2 3 N e w 1 5 " H D P E s = 0 . 0 2 5 New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE Ne w 1 5 " H D P E s = 0 . 1 1 5 Ne w 1 5 " H D P E s = 0 . 0 4 8 36-136-236-3 36-4 36-5 G5 G4 G3 G2 G1 Lot 36 1.02 ac New CB#18 Rim 420.5 Inv. in fd 414.5 Inv. out 413.0 New DMh#6 Rim 420.9 Inv. ud 416.9 Inv. in 410.78 Inv. out 410.68 New 6" PVC footing drain. s=0.005 min New SMh#11 Rim 426.2 Inv. in 420.5 Inv. out 420.4 New 8" PVC Sewer s=0.03 New SMh#10 Rim 421.25 Inv. in 415.55 Inv. out 415.45 New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. Ne w 8 " P V C S e w e r s= 0 . 0 2 4 PC G 4 2 5 . 8 PC G 4 2 4 . 0 PC G 4 2 1 . 5 P C G 4 1 8 . 2 P C G 4 1 4 . 5 PC G 4 2 6 . 2 PC G 4 2 3 . 6 PC G 4 2 0 . 8 PC G 4 1 7 . 8 PC G 4 2 5 . 9 PC G 4 2 5 . 0 PC G 4 2 3 . 1 PC G 4 1 8 . 6 PC G 4 1 4 . 1 PC G 4 0 8 . 5 PC G 4 1 1 . 8 PC G 4 0 7 . 8 PCG 424.6 PCG 425.5 PCG 426.3 PCG 426.4 PCG 426.4 New 5' concrete sidewalk New UD cleanout New UD cleanout Ne w 1 5 " H D P E s = 0 . 0 4 8 New 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 valves New 12" CL 52 D.I. Water main New Hydrant assembly New 45° bends with thrust blocks New Hydrant assembly New 8" PVC C900 water main New 12" x 12" x 8" tee with thrust block and valve New 34" k copper water service and curb stop. Typical all units. Convert from D.I. to C900 PVC water main at gate valve. Convert from D.I. to C900 PVC water main at new 12" gate valve Ne w 1 2 " P V C C 9 0 0 W a t e r m a i n Ne w 1 2 " P V C C 9 0 0 W a t e r m a i n New 12" gate valve 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb. Transition to regular curb over 10'. 14' wide driveway 4'x4' pad 36-8 36-7 36-6 G7 G6G8 G9 36-9 New Drop Inlet Rim 415.0 Inv. fd 412.0 Inv. 411.0 New 12" HDPE s=0.01 0.17 ac New Drop Inlet Rim 414.5 Inv. fd 411.43 Inv. 410.43 New Drop Inlet Rim 414.25 Inv. fd 410.86 Inv. 409.86 New 12" HDPE s=0.01 POTENTIAL FUTURE PARKING Walkway surface from garage to unit to be determined by owner. 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 SEE SHEET C-11 SE E S H E E T C - 9 SE E S H E E T C - 1 9 OLD FARM ROAD MA B E L W A Y MA B E L W A Y MABEL WAY LEO LANE OL D F A R M R O A D O ' B R I E N F A R M R O A D O'B R I E N F A R M R D E A S T BARN ROAD POTASH ROAD 8' MIN 8' MIN 8' MIN 8' MIN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X L101 L104A L105 L104B L102 L107 L108A L108B L115 L116 L117 L118 L119 L120 L114L113L112L111 L109 L110 L103A L103B L106 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 PL O T D A T E : 3/ 2 8 / 2 0 2 4 1 : 3 5 P M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB OVERALL SITE PLAN 1"=100' L100 SCALE OF FEET 1000100 200 SCALE OF FEET MA T C H L I N E - S E E I N S E T B E L O W FO R S H E E T L 1 0 6 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RE-SUBMITTAL 11.30.23 7 CITY RESUBMITTAL 03.28.2024 O L D F A R M R O A D DA N I E L D R I V E MA B E L W A Y L302 1 PCG 424.6 PCG 425.5PCG 426.3 PCG 426.4 PCG 426.4 PC G 4 2 5 . 8 PC G 4 2 4 . 0 PC G 4 2 6 . 2 PC G 4 2 3 . 6 PC G 4 2 5 . 9 PC G 4 2 5 . 0 PC G 4 2 3 . 1 42242 4 CONSERVATION MIX L A W N L A W N L A W N L A W N L A W N P L A Y F I E L D L A W N C O N S E R V A T I O N M I X 2-AR 1-QR 2-UA 1-AR 1-AR 3-QR 1-UA 2-NS 1-AR 1-GT 2-CO 2-QR 1-GT 2 - UA 1-CO 1-AFC 1-AFC 1-UA 1-NS 1-GT 7-SP 5-IV 9-SP 5-IV 1-IVJ 1-MSC 1-MSC 3-MSC 2-AC 1-AC 3-IVJ 1-MSC 1-PM 1-PG 1-PG 1-NS 12-TO 1-AG 12-AL 12-AU 8-DF 11-SN 3-PE 8-SO 4-SB 3-HA 1-CSI1-VJ3-SX 9-EP 9-NP 9-NP 21-LM 1-CSI 1-AG 3-PE 8-AW 3-AT 3-HA3-PE 8-SO 11-SN 3-RZZ 1-VJ 3-AT 7-AFC 1-MSC TYPICAL UTILITY SCREENING 1-PG 5-SX 10-AW BOULDER RETAINING WALL 1-GT 1-NS 1-AR 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS CONCRETE SIDEWALK PER CIVIL 1-JVS 6-PGL 14-JVL 1-PGS 3-PGL 3-JC 3-JC 1 JVS 1-AA 1-PGS 20-CAK 20-CAK 76 RA 3-NS 16-IV 1-IVJ 5-RZZ 5-SX 1-PM 1-MSC 1-CV 1-VJ 17-NP 3-HA 1-CV 1-AG 9-TO 37-TO 1-PGS 1-AA 1-JVS 1-PG FIELD LOCATE TO AVOID DAMAGE TO EXISTING TREES IMPERVIOUS WALKWAY, IMPERVIOUS WALKWAY, MATERIAL TO BE CHOSEN BY OWNER PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 4/ 8 / 2 0 2 4 1 0 : 1 6 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"=20' L101 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L106 MA T C H L I N E - S E E S H E E T L 1 0 2 MATCHLINE - SEE SHEET L107 MA T C H L I N E - S E E S H E E T L 1 0 2 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RESUBMITTAL 06.28.23 6 CITY RESUBMITTAL 11.30.23 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 7 CITY RESUBMITTAL 04.08.2024 C I T Y O W N E D O P E N S P A C E O L D F A R M R O A D LEO LANE L302 1 PCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 418.0 PCG 417.0 PCG 418.4 PCG 419.4 PCG 420.0 PCG 417.2 S N O W 4 2 2 4 2 1 423 42 3 42 4 421 422 423 42 4 L A W N C O N S E R V A T I O N M I X L A W N L A W N L A W N FOR SEED MIXES SEE SHEET L300 PLANTING DETAILS L A W N SEE SHEET ENLARGEMENT PLAN L200 FOR MORE DETAIL 3-PG 1-PA 2-PA2-QR3-CAS 3-PF 2-CAN 11-PF 3-PF 15-POL 1-AC 1-AC 1-AC 15-AMA 1-PM 2-CC 3-PA 1-CA 2-AR1-GT 3-GT 1-AR1-AR 3-UA 2-CO 3-QR 2-GT1-AR 2-UA 3-CO1-QR 2-NS 2-AR 1-QR 1-NS 1-NS 2-UA 2-AR 2-AR 1-GB 1-GB 2-QP 3-GT 1-GT 1-CO 2-CO 1-QR 1-QR 2-NS 1-AR 2-AF 2-PS 2-PM 5-AFA 1-GT1-GT 4-AFE 1-PG 1-CA1-AC1-PM 1-PM1-CA1-CA1-CC1-CC1-AC1-AC1-PM 7-DL 7-DL 7-DL 2-AC 10-PVN 10-PVN 1-CC27-CAK1-PM27-CAK5-POL 6-CAN 48-PVN 11-POL 1-CA 1-CC 1-PM 1-AC 1-CA 1-CC 1- PM 1-AC 1-AC 1-CA 1-AF 4-SM 7-SM 7-SM TYPICAL UTILITY SCREENING 9-SM 6-AMA 7-CAN 8-SM 7-SM 7-AMA BITUMINOUS CONCRETE PER CIVIL ADA ACCESSIBLE ROUTE - SIDEWALK GRADE 5% OR LESS BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL 10' CLEAR ZONE, KEEP FREE OF VERTICAL OBSTRUCTIONS CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL 3-CAN 3-PF 15-CAK20-CAK 5 PGS 1 JVS 3 AA 39 RA 3-PGL 35-TO LIMIT OF PHASE ' CONSTRUCTION POTENTIAL FUTURE PARKING LOT C I T Y O W N E D O P E N S P A CE PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 3/ 2 8 / 2 0 2 4 1 : 2 4 P M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L102 SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 3 MATCHLINE - SEE SHEET L107 MA T C H L I N E - S E E S H E E T L 1 0 3 MATCHLINE - SEE SHEET L107 MA T C H L I N E - S E E S H E E T L 1 0 1 MA T C H L I N E - S E E S H E E T L 1 0 1 CONCRETE WALK, TYP. 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RESUBMITTAL 06.08.23 6 CITY RESUBMITTAL 11.30.23 7 CITY RESUBMITTAL 03.28.2024 O L D F A R M R O A D PCG 397.5 P C G 3 9 7 . 7 PC G 3 9 8 . 5 PC G 4 0 0 . 8 PC G 4 0 1 . 5 399 399 400 398 39 7 3 9 7 3 9 8 39 6 396 395 39 4 39 3 39 2 39 1 390 389 388 387 386 385 38 8 38 9 39 0 39 1 392 393 394 395 387 386 386 387 386 385 384 384 387 388 389 390 391 400 383 383 L302 1 L A W N NATURAL PLAY AREA 4-SB 4-HAI9-AW 5-AM 9-SN 3-FM 5-HAI 3-VJ 5-SX4-LM 8-CA 5-NP 3-FM 7-SB 3-VJ 6-AW 4-AM 6-SN 5-HAI 7-SHT 1-MSC 1-PM 1-AG 1-AG 1-CV 1-PM 1-MSC 1-MSC 1-PM 1-AG 1-CV 7-SR 1-GT 11-SM 1-CO 1-AR 1-AR 1-NS 2-GT 2-CO 1-CO 2-GT 2-AR 1-AR 3-QR 2-GT 1-CO 3-TS 2-PG 3-TS 1-PG 1-QR 2-PM 9-AFC 1- AG 1-AG 3-GT 1-CV 2-PAE 1-PAE 1-PAE 2-GT 2-PG 4-AFA GRAVEL WETLAND SHRUB MIX 6-BN 1-LT 1-PM 1-PA 2-PS 9-SHT 1-NS TYPICAL UTILITY SCREENING LIMIT OF PHASE I CONSTRUCTION 13-SHT 14-SHT 1-BN5-CSF 2-IVJ 5-AMA 9-CSF 1-AC 3-IV 6-AMA 1-IVJ 7-CSF 5-IV 1-BN 6-AMA 4-CSF 6-CSF 1-IVJ 5-AMA 1-BN 3-IV 5-CSF 5-CSF 1-AC 3-IV 2-IVJ 1-BN GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX 6-CSF 11-AMA 6-AMA 2-IV 1-PS3-IV 1-AC 1-AC ADA ACCESSIBLE ROUTE ADA SPACE MULTI-USE PATH 3% SIDEWALK LEVEL TO BENCHES BITUMINOUS CONCRETE PER CIVIL 10' CLEAR ZONE, KEEP FREE OF 10' CLEAR ZONE, KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS CLEAR FOR CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL IMPERVIOUS WALKWAY, MATERIAL TO BE CHOSEN BY OWNER CONCRETE SIDEWALK PER CIVIL 4-SR PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 4/ 8 / 2 0 2 4 1 0 : 3 0 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L104ASCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 5 MA T C H L I N E - S E E S H E E T L 1 0 3 B MATCHLINE - SEE SHEET L04B MA T C H L I N E - S E E S H E E T L 1 0 3 B MA T C H L I N E - S E E S H E E T L 1 0 5 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS MATCHLINE - SEE SHEET L04B 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RESUBMITTAL 11.30.23 7 CITY RESUBMITTAL 04.08.24 MA B E L W A Y DA N I E L D R PCG 398.0 PCG 400.0 PCG 403.25 PCG 409.5 PC G 4 2 1 . 5 PC G 4 1 8 . 2 PC G 4 2 0 . 8 PC G 4 1 7 . 8 P C G 4 1 5 . 8 PC G 4 2 3 . 1 PC G 4 1 8 . 6 PC G 4 1 4 . 1 PC G 4 0 8 . 5 PC G 4 0 3 . 8 PC G 4 0 1 . 8 PC G 4 1 1 . 8 PC G 4 0 7 . 8 PC G 4 0 3 . 8 PC G 4 0 1 . 2 5 LAWN CONSERVATION MIX LAWN LAWN LAWN LAWN LAWN LAWN 2 - UA 1-GT LIMIT OF PHASE I 1-GT 2-QR 1-CO 1-GT 1-AR 1-AR 1-UA 1-UA 1-UA 1-GB 1-GB 1-NS 1-NS 1-NS 2-AR 3-CO 1-GT 2-GT 1-GT 2-AFC 1-AFC 2-NS 3-UA 1-UA 1-QR 2-QR 1-PM 1-BN 1-MSC 1-PM 5-POD 1-AFC 2-QR 1-NS 1-AR 1-UA 1-CO 2-AFC 1-QR 1-UA 1-MSC 1-CV 1-CV 1-AG 1-MSC 1-PM 1-CV 1-MSC 1-PM 1-AG 10-CAN 2-CV 1-MSC 1-BN 1-MSC 1-AG 3-PG 1-CV 2-AG 1-PG 3-BN 3-PS 1-AG 1-BN 1-PG 1-PS 2-CV 3-PA 1-AG 2-AR 2-BN 1-PM 1-MSC 1-CV 1-AG 1-MSC 1-BN 9-HP 1-BN 9-SP 1-CV 2-PM 1-CV 1-AG 1-PM 1-CV 1-CV 1-AG 1-MSC 5-RA 1-MSC 1-PM 9-CAN 1-MSC 5-POD 1-NS 2-NS TYPICAL UTILITY SCREENING CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL 1-CO 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 1-CO BARN ROAD 1-PM 1-MSC 6-SK 1-AG 1-CV 1-AG 1-CV 1-VD 1-CSI 1-VD 1-CSI4-HP 6-SB 7-AU 12-DF 7-AU 12-DF 7-AU 12-DF 7-AU 12-DF 11-EP 13-NP 4-HP4-SX 4-SX 18-LM 13-NP 4-AT 11-AW 10-AL 10-AL 10-AL 10-AL 1-AFC 10-HW 3-JVS1-JVL 3-TO 4-TO 1-PG 3-TO CONNECT TO EXISTING HEDGE TO PROVIDE CONTINUOUS SCREENING. FIELD LOCATE TO AVOID DAMAGE TO EXISTING TREES PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 3/ 2 8 / 2 0 2 4 1 1 : 5 9 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L106 SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 7 MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L111 MA T C H L I N E - S E E S H E E T L 1 0 7 MATCHLINE - SEE SHEET L101 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 6 CITY RESUBMITTAL 11.30.2023 7 CITY RESUBMITTAL 03.28.2024 MA B E L W A Y DA N I E L D R PCG 398.0 PCG 400.0 PCG 403.25 PCG 409.5 PC G 4 2 1 . 5 PC G 4 1 8 . 2 PC G 4 2 0 . 8 PC G 4 1 7 . 8 P C G 4 1 5 . 8 PC G 4 2 3 . 1 PC G 4 1 8 . 6 PC G 4 1 4 . 1 PC G 4 0 8 . 5 PC G 4 0 3 . 8 PC G 4 0 1 . 8 PC G 4 1 1 . 8 PC G 4 0 7 . 8 PC G 4 0 3 . 8 PC G 4 0 1 . 2 5 LAWN CONSERVATION MIX LAWN LAWN LAWN LAWN LAWN LAWN 2 - UA 1-GT LIMIT OF PHASE I 1-GT 2-QR 1-CO 1-GT 1-AR 1-AR 1-UA 1-UA 1-UA 1-GB 1-GB 1-NS 1-NS 1-NS 2-AR 3-CO 1-GT 2-GT 1-GT 2-AFC 1-AFC 2-NS 3-UA 1-UA 1-QR 2-QR 1-PM 1-BN 1-MSC 1-PM 5-POD 1-AFC 2-QR 1-NS 1-AR 1-UA 1-CO 2-AFC 1-QR 1-UA 1-MSC 1-CV 1-CV 1-AG 1-MSC 1-PM 1-CV 1-MSC 1-PM 1-AG 10-CAN 2-CV 1-MSC 1-BN 1-MSC 1-AG 3-PG 1-CV 2-AG 1-PG 3-BN 3-PS 1-AG 1-BN 1-PG 1-PS 2-CV 3-PA 1-AG 2-AR 2-BN 1-PM 1-MSC 1-CV 1-AG 1-MSC 1-BN 9-HP 1-BN 9-SP 1-CV 2-PM 1-CV 1-AG 1-PM 1-CV 1-CV 1-AG 1-MSC 5-RA 1-MSC 1-PM 9-CAN 1-MSC 5-POD 1-NS 2-NS TYPICAL UTILITY SCREENING CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL 1-CO 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 1-CO BARN ROAD 1-PM 1-MSC 6-SK 1-AG 1-CV 1-AG 1-CV 1-VD 1-CSI 1-VD 1-CSI4-HP 6-SB 7-AU 12-DF 7-AU 12-DF 7-AU 12-DF 7-AU 12-DF 11-EP 13-NP 4-HP4-SX 4-SX 18-LM 13-NP 4-AT 11-AW 10-AL 10-AL 10-AL 10-AL 1-AFC 10-HW 3-JVS1-JVL 3-TO 4-TO 1-PG 3-TO CONNECT TO EXISTING HEDGE TO PROVIDE CONTINUOUS SCREENING. FIELD LOCATE TO AVOID DAMAGE TO EXISTING TREES IMPERVIOUS WALKWAY, MATERIAL TO BE CHOSEN BY OWNER PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 4/ 8 / 2 0 2 4 1 0 : 2 8 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L106 SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 7 MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L111 MA T C H L I N E - S E E S H E E T L 1 0 7 MATCHLINE - SEE SHEET L101 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 6 CITY RESUBMITTAL 11.30.2023 7 CITY RESUBMITTAL 04.08.2024 MABEL WAY PCG 410. 0 PCG 404.5 PCG 401.5 PCG 400.2 PCG 398.0 PCG 396.7 PC G 4 1 8 . 2 P C G 4 1 4 . 5 PC G 4 1 1 . 5 PCG 408.0 S N O W S N O W 18-RA SLEDDING HILL NOTE: SEE SHEET L200 FOR MORE DETAILED PLANTING AT COMMUNITY BARN CENTER LAWN LAWN LAWN 5' 15-AMA 8-GT 2-LT 1-LT 1-CV 1-CV INTEGRAL COLOR CONCRETE SCORED CONCRETE PAVING PER CIVIL BITUMINOUS CONCRETE PER CIVIL 3-PA 3-BN 2-NS 1-AFC 1-CV 3-PS 2-PA 2-PM 1-PA 2-BN 1-AS 3-PS 1-CO 2-AR 3-UA 1-AR 1-CO 2-QR 1-GT 1-QR 1-GT 3-AFC 3-NS 1-NS 2-UA 1-AFC 1-CO 2-CO 2-QR 1-AR1-AR 1-CO 1-SRS 1-BN 1-PM 1-CV 1-CA 1-BN 1-SRS 1-PM 6-VJ 6-FM 6-VJ 6-FM 1-CA 1-CV 1-PM 1-SRS 1-SRS 1-PM 1-CA 1-PM 1-SRS 1-CV 1-BN 1-CV 1-BN 1-SRS 1-CA 1-CA 1-CV 1-PM 1-BN 1-PM 1-SRS 1-BN 1-CV 1-CA 1-CV 1-SRS 1-BN 3-BN 7-VJ 1-SRS 3-VD 4-CSF 4-HVA 8-CAS 3-VD 3-CAS 5-CSF 6-CSF 4-HVA 3-HVA 7-CAS 2-VD 4-HVA 6-CAS 5-CSF 2-VD 6-CSF 3-VD 1-PM 5-CSF 4-HVA 3-CSF 1-PAE 21-TO 1-CA 5-SP 4-SP 1-CA 1-CO TYPICAL UTILITY TYPICAL UTILITY SCREENING CONCRETE WALK, PER CIVIL BIKE RACKS, TYP. ADA ACCESSIBLE ROUTE 7-PG 10' CLEAR ZONE OBSTRUCTIONS 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS BITUMINOUS CONCRETE PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 3/ 2 8 / 2 0 2 4 1 : 2 4 P M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L107SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 6 MATCHLINE - SEE SHEET L111 MA T C H L I N E - S E E S H E E T L 1 0 6 MATCHLINE - SEE SHEET L102 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L112 MA T C H L I N E - S E E S H E E T L 1 0 8 B MA T C H L I N E - S E E S H E E T L 1 0 8 A BITUMINOUS CONCRETE PER CIVIL FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 8' 10' 4 CITY RESUBMITTAL 11.30.2023 7 CITY RESUBMITTAL 03.28.2024 MAB E L W A Y O'BR I E N F A R M R D E A S T EA S T V I E W L A N E ASTVIE W L A N E PC G 4 1 2 . 5 PCG 4 1 2 . 5 PCG 4 1 0 . 3 PCG 40 8 . 2 PCG 4 1 2 . 3 PCG 4 1 0 . 7 PCG 3 8 5 . 0 PCG 3 8 5 . 5 PCG 3 8 6 . 0 PCG 3 8 6 . 9 PCG 3 8 7 . 8 PCG 3 8 7 . 1 PCG 3 8 7 . 3 379 379 378 379 LAWN CONSERVATION L A W N L A W N SEE SHEET L202 FOR PLAYGROUND ENLARGEMENT PLANS WITH FURTHER DETAIL PLAYGROUND 1-AR 2-PG 3-PA 1-AR 2-AR 2-QR 1-QR 3-UA 1-UA 2-AFC 1-AFC 1-AS 2-AS 3-AS 1-PM 1-CV 1-AG 2-AG 3-PG 2-PS 1-PS 1-PA 1-PA 2-BN 4-QR 2-UA 2-QR 1-UA 1-GB 1-AFC 1-GB 3-AFC 3-NS 1-GB 1-NS 2-GT 2-GT 2-CO 2-AR 2-CO 1-CA 1-BN 2-AG 1-PM 1-CC 2-CV 1-CC 1-CV 1-AG 1-PM 1-CA 8-VD 13-POB 1-CA 6-CSF 1-PM 1-CC 1-PM 1-CC 1-CV 2-BN 1-CC 1-BN 1-AG 1-AG 1-CA 1-BN 1-CC 1-AG 1-CC 18-CAK 7-RA 18-CAK 7-RA 18-CAK 7-RA 18-CAK 1-UA 13-POB 1-CA 1-NS LIMIT OF PHASE I CONSTRUCTION TYPICAL UTILITY SCREENING BOULDER RETAINING WALL REINFORCED ACCESS DRIVE PER CIVIL SEATWALL 1-GT 1-GT 1-GT ADA ACCESSIBLE ROUTE SIDEWALK GRADE 5% OR LESS BITUMINOUS CONCRETE PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 3/ 2 8 / 2 0 2 4 1 : 2 4 P M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L109SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 8 B MATCHLINE - SEE SHEET L113 MA T C H L I N E - S E E S H E E T L 1 0 8 A MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L114 MA T C H L I N E - S E E S H E E T L 1 1 0 MA T C H L I N E - S E E S H E E T L 1 1 0 MATCHLINE - SEE SHEET L104B MATCHLINE - SEE SHEET L104B 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RE-SUBMITTAL 11.30.2023 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 7 CITY RESUBMITTAL 03.28.2024 2-CV 1-PS 3-AG 1-PA 3-BN 2-PA 1-CC 2-CC 1-BN 3-PM 1-CA 1-BN 1-CV 1-AS 2-PG 2-PS 1-PS 1-PA 1-PA 2-PG 1-PS 1-IVJ 1-AG 4-IV 5-AMA 5-AMA 3-BN 7-CSF 1-IVJ1-HV6-IV 5-AMA5-CSF 1-BN 5-CSF 7-AMA 2-HV5-IV 5-CSF 1-BN 2-IVJ 5-AMA 2-IVJ 5-IV 7-AMA 6-IV 7-CSF 5-AMA 2-HV 1-HV 6-SP GRAVEL WETLAND GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 5' WIDE MOWED STRIP ALONG BOTH SIDES OF PATH, TYPICAL 12' WIDE STABILIZED GRASS MAINTENANCE DRIVE, SEE CIVIL DWGS STONEDUST FITNESS TRAIL, SEE CIVIL DRAWINGS CIRCUIT TRAINING STATIONBIKE PARKING PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 3/ 2 8 / 2 0 2 4 1 2 : 0 4 P M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB 3 PLANTING PLAN 1"= 20' CO L119SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L116 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L117 MA T C H L I N E - S E E S H E E T L 1 2 0 MA T C H L I N E - S E E S H E E T L 1 2 0 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS SEE SHEETS L203-L205 FOR ENLARGEMENT PLANS OF CIRCUIT TRAINING TRAIL 7 CITY RESUBMITTAL 03.28.2024 K I M B A L L A V E N U E 1-CV 1-PS 3-BN 1-QB 6-AMA 2-IVJ 1-QB 9-AMA 3-BN 1-IVJ 9-SP 3-IV 3-IV 5-AMA 3-SP 1-IVJ 1-HV 7-SP 3-AMA 1-IVJ 5-AMA1-QB 5-IV 5-SP 2-BN 7-AMA 7-SP 1-IVJ 2-HV K I M B A L L A V E N U E GRAVEL WETLAND GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX CONSERVATION MIX 1-PS 1-PS 5-IV 7-SP 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 6-SP 3-IV 5-AMA3-IV 10' CLEAR FOR MAINTENANCE ACCESS 1-AS 1-PS 1-CA 2-CA 1-PG 1-PM 3-BN 3-PA 3-PG 2-AG 2-PM 1-CV STONEDUST FITNESS TRAIL, SEE CIVIL DRAWINGS BIKE PARKING CIRCUIT TRAINING STATION CONSERVATION MIX 2-CC 5' WIDE MOWED STRIP ALONG BOTH SIDES OF PATH, TYPICAL CIRCUIT TRAINING STATION BIKE PARKING PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 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 PL O T D A T E : 3/ 2 8 / 2 0 2 4 1 : 3 2 P M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB 3 PLANTING PLAN 1"= 20' L120 SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 1 9 MATCHLINE - SEE SHEET L117 MA T C H L I N E - S E E S H E E T L 1 1 9 MATCHLINE - SEE SHEET L117 MATCHLINE - SEE SHEET L118 MATCHLINE - SEE SHEET L118 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS SEE SHEETS L203-L205 FOR ENLARGEMENT PLANS OF CIRCUIT TRAINING TRAIL 7 CITY RESUBMITTAL 03.28.2024 O L D F A R M R O A D O L D F A R M R O A D MA B E L W A Y PCG 420.1 PCG 420.0 PC G 4 2 5 . 8 PC G 4 2 6 . 2 S N O W 421 422 423 42 4 C O N S E R V A T I O N M I X P L A Y F I E L D L A W N C O N S E R V A T I O N M I X BITUMINOUS CONCRETE PER CIVIL POTENTIAL FUTURE PARKING LOT C I T Y O W N E D O P E N S P A CE JOB NO. SCALE: DRAWN BY: DATE: NO.DESCRIPTION DATE HILLSIDE @ OBRIEN EASTVIEW OLD FARM ROAD SOUTH BURLINGTON, VERMONT 23-397 © WHLA ALL RIGHTS RESERVED 2023 VT 802.864.0010 wagnerhodgson.comNY518.567.1791 WH LA WAGNER HODGSON LANDSCAPE ARCHITECTURE FI L E P A T H : U: \ 0 3 9 O B R I E N H I L L S I D E P H A S E I I \ W H L A \ C A D \ S H E E T S \ P L A N T I N G P L A N S L 1 0 0 - L 1 1 4 . D W G PL O T D A T E : 3/ 2 8 / 2 0 2 4 1 2 : 0 5 P M CITY OPEN SPACE 1"=20' EB 11.17.2023 L207SCALE OF FEET 20020 40 7 CITY RESUBMITTAL 03.28.2024 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 8' - 8 " 10 " 11 1 / 2 " 8 12 8 12 211 212 205 213 222 215 216 211 202 214 215 7 AD.1 10 AD.2 3 AD.2 1 AD.2 AD.3 2 8' - 0 " 8 AD.1 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION 11 1 / 2 " 10 " 8 12 8 12 211 212 213 202 214 10 AD.2 7 AD.1 1 AD.2 TOP OF FOUNDATION 9' - 1 1 / 8 " 4 12 4 12 GARAGE PLATE 10 AD.2 7 AD.1 4 AD.2 213 202 211 212 214 TOP OF FOUNDATION 9' - 1 1 / 8 " 4 12 4 12 GARAGE PLATE 213 202 212 211 10 AD.2 7 AD.1 4 AD.2 214 IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 9 A M C: \ U s e r s \ c h a r l o t t e \ O ' B r i e n B r o t h e r s A g e n c y , I n c \ H o m e B u i l d i n g - N e i g h b o r h o o d s \ H i l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.200 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. SCALE: 1/4" = 1'-0" Rear Elevation SCALE: 1/4" = 1'-0" Rear Elevation Elevation A -Farmhouse EXTERIOR ELEVATION NOTES •REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. •GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. •BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. •PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. •INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Rear Elevation -Garage SCALE: 1/4" = 1'-0" Front Elevation -Garage MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 8' - 8 " 11 1 / 2 " 10 " 4 12 GARAGE PLATE 9' - 1 1 / 8 " 8' - 0 " 222 211 212 213 214 202 211 212 215 223 222 202 213 211 212 7 AD.1 11 AD.2 4 AD.2 1 AD.2 AD.3 2 MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION BASEMENT FLOOR 8' - 8 " 11 1 / 2 " 10 " 4 12 GARAGE PLATE 9' - 1 1 / 8 " 222 211 212 213 202 214 223 215 AD.3 2 1 AD.2 4 AD.2 7 AD.2 11 AD.2 8' - 0 " T.O.F. IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 9 A M C: \ U s e r s \ c h a r l o t t e \ O ' B r i e n B r o t h e r s A g e n c y , I n c \ H o m e B u i l d i n g - N e i g h b o r h o o d s \ H i l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.201 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEV KEYNOTES 202 6" LAP SIDING. 205 BOARD & BATTEN. 211 1x8 FASCIA/RAKE. 212 5/4x6 FRIEZE TRIM. 213 5/4x6 CORNER TRIM. 214 5/4x4 TRIM. 215 5/4x6 TRIM. 216 5/4x8 TRIM. 222 COMPOSITION SHINGLES. 223 RAILING PER BUILDERS SPEC. 224 GABLE PEDIMENT. Elevation A -Farmhouse EXTERIOR ELEVATION NOTES •REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. •GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. •BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. •PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. •INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. UP 15 RISERS A-2 A1.400 1 A1.500 22 ' - 0 " 22' - 0" A-1 A1.400 A-3 A1.400 3' - 9" 5' - 11" 5' - 1 1 " 11 ' - 5 " 31' - 1" HRV UNFINISHED BASEMENT 00 3 018 4 1 / 2 " 3' - 1 " 16 ' - 9 1 / 2 " 3" UNEXCAVATED 22' - 0" 1' - 1 0 " 8' - 4 " 1' - 1 0 " 12 ' - 0 " 10 " 3' - 2 " 8' - 0 " 002 001 8" 4 1 / 2 " 3' - 1 " 10 " 3" 16 ' - 9 1 / 2 " 3068 FR DR (TEMP) 30 5 0 D H 30 5 0 D H 4' - 1 1 " 5' - 7 " IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 6 A M C: \ U s e r s \ c h a r l o t t e \ O ' B r i e n B r o t h e r s A g e n c y , I n c \ H o m e B u i l d i n g - N e i g h b o r h o o d s \ H i l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.100 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t BASEMENT FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 425 SF LIVABLE 1681 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 119 SF NON-LIVABLE 491 SF ELEVATION A 2172 SF GENERAL FLOOR PLAN NOTES •MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) •WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. •PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. •ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. •PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. •SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. •PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. •ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) •ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) •CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. •ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. •ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. •FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. FLOOR PLAN KEYNOTES 001 DROP TOP OF FOUNDATION AT OVERHEAD GARAGE DOOR. 002 DROP TOP OF FOUNDATION AT SERVICE DOOR. 003 PROVIDE WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT EGRESS WINDOWS. 018 3" RIGID INSULATION. SCALE: 1/4" = 1'-0" Basement Plan -Elevation A CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN UP 16 RISERSDN 15 RISERSDN A-2 A1.400 1 A1.500 2' - 6" 6' - 0" 8"5' - 4"14' - 4 1/2" 2' - 0 " 18 ' - 0 " 2' - 0 " 22 ' - 0 " 8" 5' - 3 " 8" 10 ' - 9 " 8" 6' - 0 " 5' - 0 " 5' - 6 " 5' - 6 " OPT WINDOW 30 6 0 D H 30 6 0 D H 6' - 0" PORCH 5' - 4"8" 4' - 1" 28' - 2 1/2" 31' - 0" 37' - 0" 2-ST R Y 9' - 0" CL G CL G 130 130 138 22 ' - 0 " PER SITE CONDITIONS22' - 0" 31' - 0" 37' - 0" A-1 A1.400 A-3 A1.400 31' - 0" 21' - 0" 3' - 5 1/2"5' - 2"2' - 10"5' - 2" 3' - 8"1' - 6"11' - 10 1/2" 21 0 6 8 28 6 8 30 6 8 F R DR ( T E M P ) 2040 DH TEMP 2040 DH TEMP 80 8 0 O G D 30 1 0 F X A B V . LI V I N G R O O M DI N I N G KI T C H E N O. E . FO Y E R PWDR 8' -0"SLP. CLG CLG 30 6 8 S C 30 6 8 S C 24 6 8 24 6 8 2040 DH 2040 DH TEMP 10 3 10 8 10 9 10 2 10 1 10 9 10 8 10 7 131 12 2 11 0 11 2 124 10 8 4' - 8 1/2" 2' - 9 1/2" 1' - 5"3' - 9" PER SITE CONDITIONS22' - 0" 6' - 0 " 3' - 4 1 / 2 " 11 ' - 1 0 1 / 2 " 9" 2' - 6 " 3' - 6 " 2' - 3 " 9' - 9 " 12 ' - 0 " 6' - 0 " 6' - 0 " 12 ' - 0 " 10 ' - 0 " 1-CAR GARAGE 126 129 127 128 2X 6 W A L L 1' - 8 1/2"3' - 0"2' - 10"5' - 2"13' - 9" 10 4 10' - 0" 5' - 6 1 / 2 " 16 ' - 0 " 1' - 0 1 / 2 " 3' - 1 " 17 ' - 5 " 145 8' - 0 " CL G 9' - 0 " CL G IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 7 A M C: \ U s e r s \ c h a r l o t t e \ O ' B r i e n B r o t h e r s A g e n c y , I n c \ H o m e B u i l d i n g - N e i g h b o r h o o d s \ H i l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.110 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t MAIN FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 FLOOR PLAN KEYNOTES 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 112 PED. SINK. 122 ROD & SHELF. 124 HANDRAIL. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 129 LINE OF FOUNDATION BELOW. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 138 EXTERIOR GUARDRAIL W/ BALLUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 145 SHELF AT FINISH FLOOR LEVEL. SCALE: 1/4" = 1'-0" Main Floor Plan -Elevation A AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 425 SF LIVABLE 1681 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 119 SF NON-LIVABLE 491 SF ELEVATION A 2172 SF GENERAL FLOOR PLAN NOTES •MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) •WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. •PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. •ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. •PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. •SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. •PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. •ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) •ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) •CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. •ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. •ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. •FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. DN 16 RISERS A-2 A1.400 6' - 11 1/2" 11' - 9" 2' - 6" 31' - 0"6' - 0" 20' - 2" 31' - 0"6' - 0" 2 - 30 5 0 D H 4' - 9 1/2"3' - 11 1/2"4' - 5 1/2"5' - 4"5' - 6" 8' - 5"10' - 10" 6' - 1 0 1 / 2 " 5' - 3 " 12 ' - 1 1 / 2 " 37' - 0" 37' - 0"PER SITE CONDITIONS22' - 0" A-1 A1.400 5' - 9 " 4' - 1 1 / 2 " 2' - 0 " 18 ' - 0 " 2' - 0 " 22 ' - 0 " 134 11' - 9" 123 22 ' - 0 " 10 ' - 0 " 12' - 10 1/2"4' - 1" 2' - 2 1/4" 1 A1.500 26 6 8 16 6 8 26 6 8 2668 2040 DH TEMP 2040 DH 2668 26 6 8 26 6 8 2040 FX 2040 FX 2040 DH 6' - 8 1/2"8' - 8 1/2"2' - 3"5' - 4"5' - 6" OWNER'S BEDROOM OPT 4010 FX OPT 4010 FX 30 5 0 D H 30 5 0 D H (2) 1668 (2) 1668 122 122 108 122 110 116 113 110 111111 121 118 119 (2) 2068 BEDROOM 3 BEDROOM 2 W.I.C. OWNER'S BATHBATH 2 LA U N D R Y 11 7 131 124 12 2 6' - 1 0 " 3' - 0 " 3' - 0 " 6' - 6 1 / 2 " 9' - 6 1 / 2 " 2' - 7 1 / 2 " 9' - 1 0 " 22 ' - 0 " 10' - 10" 2X6 WALL 5' - 2 1/2"3' - 2 1/2"2' - 1"4' - 3 1/2"4' - 5 1/2" 4' - 1 1 / 2 " 5' - 1 1 / 2 " 3' - 6 1 / 2 " 3' - 5 1 / 2 " 5' - 9 " 12 ' - 0 " 134 PER SITE CONDITIONS22' - 0" 3' - 2 1/2"10' - 10" IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 12 / 5 / 2 0 2 3 1 0 : 2 2 : 5 8 A M C: \ U s e r s \ c h a r l o t t e \ O ' B r i e n B r o t h e r s A g e n c y , I n c \ H o m e B u i l d i n g - N e i g h b o r h o o d s \ H i l l s i d e E a s t \ R e v i t P l a n s \ S F - 1 0 _ R 2 0 1 9 ( M A B E L W A Y ) . r v t A1.120 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t UPPER FLOOR PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 AREA SCHEDULE - STANDARD - ELEV A AREA NAME AREA ELEVATION A MAIN FLOOR LIVABLE 682 SF UPPER FLOOR LIVABLE 574 SF BASEMENT LIVABLE 425 SF LIVABLE 1681 SF 1-CAR GARAGE 264 SF PORCH 108 SF UNFINISHED BASEMENT 119 SF NON-LIVABLE 491 SF ELEVATION A 2172 SF FLOOR PLAN KEYNOTES 108 BASE CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 113 SHOWER (36X48). 116 TUB/SHOWER (33X60). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS. 124 HANDRAIL. 131 GYPSUM BOARD OPENING 8'-0" AT MAIN FLOOR & 7'-0" AT UPPER FLOOR. 134 LINE OF FRAMING BELOW. SCALE: 1/4" = 1'-0" Upper Floor Plan -Elevation A GENERAL FLOOR PLAN NOTES •MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) •WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. •PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. •ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. •PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. •SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. •PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. •ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) •ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) •CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. •ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. •ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. •FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. A-2 A1.400 8: 1 2 8: 1 2 4:12 4: 1 2 4: 1 2 RAKE 1' - 0" TYP. EAVE 1' - 0" TYP. A-1 A1.400 A-3 A1.400 682 SF ZONE 1 264 SF ZONE 3 108 SF ZONE 2 IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 12/5/2023 10:23:00 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-10_R2019 (MABEL WAY).rvt A1.300 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t ROOF PLAN - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 SCALE: 1/4" = 1'-0" Roof Plan -Elevation A NOTE: * REQUIRED NET FREE AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) BY 1/300. 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE (HIGH) WITH REMAINING REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH / LOW" VENTING IS PROVIDED, THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA. ATTIC VENTILATION SCHEDULE - ELEVATION A ZONE ATTIC AREA VENT RATIO REQUIRED UPPER VENTILATION REQUIRED LOWER VENTILATION ZONE 1 682 SF 1 / 300 1.14 SF 1.14 SF ZONE 2 108 SF 1 / 150 0.72 SF 0.00 SF ZONE 3 264 SF 1 / 300 0.44 SF 0.44 SF CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE 8' - 1 1/8" 10" 9' - 1 1/8" 11 1/2" TOP OF FOUNDATION ? MECHANICAL UNFINISHED BASEMENT OWNER'S BEDROOM LIVING ROOMFOYER FAMILY ROOF TRUSSES @ 24" O.C. 22' - 0" 8 12 8 12 HEEL 1' - 4" OWNER'S BATH A1 B1 C1 C1 D1 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION GARAGE PLATE HEEL 4" OWNER'S BEDROOM FOYER DINING KITCHEN 1-CAR GARAGEPORCH 9' - 1 1/8" 8' - 8" 11 1/2" 9' - 1 1/8" 10" 8' - 1 1/8" W.I.C.HALL BEDROOM 2 A1 B1 C1 C1 D1 D1 B1 A1 ROOF TRUSSES @ 24" O.C. 6' - 0"31' - 0" 22' - 0" 37' - 0" T.O.F. BASEMENT FLOOR TOP OF FOUNDATION GARAGE PLATE 9' - 1 1/8" ROOF TRUSSES @ 24" O.C. 12' - 0" 4 12 4 12 1-CAR GARAGE A1 B1 D1 HEEL 4" IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 12/5/2023 10:23:00 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-10_R2019 (MABEL WAY).rvt A1.400 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t BUILDING SECTIONS - ELEVATION A 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 Building Sections Elevation A -Farmhouse SCALE: 1/4" = 1'-0" Section A-2 CONSTRUCTION ASSEMBLIES A1.COMPOSITION ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE. A2.METAL ROOF CONSTRUCTION: METAL PANEL o/ UNDERLAYMENT o/ ROOF SHEATHING o/ ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD WITH INSULATION ABOVE B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) o/ WATER RESISTANT BARRIER o/ EXTERIOR WALL SHEATHING o/ 2x4 OR 2x6 STUDS, 16" o/c, w/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD o/ MOISTURE VAPOR RETARDER. C1.TYPICAL FLOOR CONSTRUCTION: FINISHED FLOOR o/ 3/4" FLOOR SHEATHING o/ FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILINGS: 5/8" GYPSUM BOARD. D1.CONCRETE SLAB CONSTRUCTION: CONCRETE SLAB o/ 6 MIL. POLYETHYLENE VAPOR BARRIER o/ 4" MINIMUM GRANULAR FILL. SCALE: 1/4" = 1'-0" Section A-1 SCALE: 1/4" = 1'-0" Section A-3 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE TOP OF FOUNDATION 11 1/2" 9' - 1 1/8" 10" 8' - 1 1/8" 13 RISERS 15 RISERS 1 RISER 16 EQUAL RISERS 12 TREADS @ 10" EA. = 10' - 0" 3'-2" MAX. 2'-10" MIN. LANDING MIN. CLEARANCE 6' - 8" MIN. CLEARANCE 6' - 8" 3'-2" MAX 2'-10" MIN IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E P R O T E C T E D UN D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S .BSBDESIGN.COM 12/5/2023 10:23:00 AM C:\Users\charlotte\O'Brien Brothers Agency, Inc\Home Building - Neighborhoods\Hillside East\Revit Plans\SF-10_R2019 (MABEL WAY).rvt A1.500 PLAN SF-10 SF210303.00 BB ST JM -- Hi l l s i d e a t O ' B r i e n F a r m Co t t a g e S i n g l e F a m i l y So u t h B u r l i n g t o n , V e r m o n t STAIR SECTION 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 1 Stair Section SCALE: 1/4" = 1'-0" Eastview at O'Brien Farm Master Plan and PUD Area and Coverage and Density Zoning District Areas Per Sheet C-1A Updated 4/22/2024 Zoning District Coverage Allowed in District Buildings Only. Coverage Proposed Buildings Coverage Allowed in District Combined Coverage Proposed All Impervious R1* 18%16.68%30%28.09% 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 ROW Coverage Removed from Calculation Combined Coverage All Impervious Coverage Allowed Buildings Coverage Allowed All R1 39.20 1707552 11900 27230 284813.4 251025 56213 479625.4 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 284813.40 417935.00 56213.00 646535.40 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. Page 1 TECHNICAL MEMORANDUM Project: O’Brien Brothers – Hillside East South Burlington Date: June 3, 2024 By: Roger Dickinson, PE Subject: Updated Trip Generation Calculations The following tables present updated trip generation calculations resulting from the proposed addition of two single-family detached residential units to Phase 1 of the Hillside East PUD. Two multi-family residential units will be removed in order to maintain the same residential density, including the senior adult housing, of 564 units. Table 1 - Existing Phase 1 Residential (155 single-family units) Weekday Peak Hour Project-Generated Vehicle Trips (vte/hr) Land-Use Size AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Single-Family Detached Housing 87 units 17 49 66 55 32 87 Single-Family Attached Housing1 68 units 10 23 33 22 17 39 Subtotal –Phase 1 Residential 155 units 27 72 99 77 49 126 Multi-Family Housing (Mid-Rise)289 units 27 89 116 69 44 113 Senior Adult Housing -Multifamily 120 units 8 16 24 17 13 30 Hotel 120 rooms 31 24 55 36 35 71 Office/Commercial 97,000 sf 132 94 226 317 315 632 Total Trips 225 295 520 516 456 972 Internal Capture Vehicle Trips (@ 50%)3 3 6 54 54 108 Transit & Non-Motorized Trips 0 0 0 0 0 0 Total External Vehicle Trips 222 292 514 462 402 864 Total External Vehicle Trips with 6% TDM credit 209 274 483 434 378 812 1 The ITE single-family attached housing land-use category includes duplexes, triplexes and rowhouses. Page 2 Table 2 - Proposed Phase 1 Residential (157 single-family units) Weekday Peak Hour Project-Generated Vehicle Trips (vte/hr) Land-Use Size AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Single-Family Detached Housing 89 units 17 50 67 56 33 89 Single-Family Attached Housing 68 units 10 23 33 22 17 39 Subtotal –Phase 1 Residential 157 units 27 73 100 78 50 128 Multi-Family Housing (Mid-Rise)287 units 26 89 115 68 44 112 Senior Adult Housing -Multifamily 120 units 8 16 24 17 13 30 Hotel 120 rooms 31 24 55 36 35 71 Office/Commercial 97,000 sf 132 94 226 317 315 632 Total Trips 224 296 520 516 457 973 Internal Capture Vehicle Trips (@ 50%)3 3 6 54 54 108 Transit & Non-Motorized Trips 0 0 0 0 0 0 Total External Vehicle Trips 221 293 514 462 403 865 Total External Vehicle Trips with 6% TDM credit 208 275 483 434 379 813 The proposed change from 155 to 157 Phase 1 single-family residential units will increase the pm peak hour trip generation from 126 vte/hr to 128 vte/hr, an increase of 2 vte/hr. The corresponding reduction in the number of multi-family units will offset that, however, resulting in a net increase of 1 vte/hr. HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE WHLA Estimate of Probable Costs for Additional Planting 03.28.2024 Item Quantity Unit Unit Cost Unit Total PLANTING Shade Tree; 2.5"-3" Cal. 5 EA $900.00 $4,500.00 Ornamental Tree; 1.5-2" Cal.10 EA $550.00 $5,500.00 Evergreen Tree; 8'-10' Ht.27 EA $1,000.00 $27,000.00 Evergreen Trees 6'-7' Ht.25 EA $625.00 $15,625.00 Evergreen Trees; 5'-6' Ht.10 EA $285.00 $2,850.00 7 Gal. Shrubs 22 EA $130.00 $2,860.00 5 Gal. Shrubs 30 EA $100.00 $3,000.00 3 Gal. Shrubs 6 EA $85.00 $510.00 1-2 Gal. Shrubs 115 EA $30.00 $3,450.00 Ornamental Grasses; 2 Gal.75 EA $25.00 $1,875.00 Perennials; 1 Gal.206 EA $24.00 $4,944.00 TOTAL ADDITIONAL PLANTINGS $72,114.00 Notes: 1. Street trees are excluded from calculations. 2. For simplicity of comparison, unit costs are kept the same as the 2022 estimate. 1 3/28/2024 VIA ELECTRONIC MAIL May 17, 2024 South Burlington Planning and Zoning City of South Burlington 180 Market Street South Burlington, VT 05403 Re: O’Brien Eastview Planned Unit Development Final Plat Amendment South Burlington Development Review Board: O’Brien Eastview, LLC (“Applicant,”) received Final Plat Permit SD-22-10A, on January 19, 2023 (the “Permit”) to create a planned unit development of six existing parcels totaling approximately 102.5 acres, to become 155 single family, duplex and three-family dwellings, and a range of development lots (the “Project”). Since that issuance, the Applicant has received full State permits, and commenced construction on the initial phases authorized by the Permit. Currently, new homes are under construction on Leo Lane and new homeowners are moving into the neighborhood. The Applicant has recently broken ground on the next phase of development, on the eastern portion of Old Farm Road, and construction is proceeding at pace. Filing for initial permits for this development as far back as 2019, the Project has been through years of review with the Development Review Board (the “Board”) and many of the current members participated fully in that review. On February 6, 2024, the Applicant had a Sketch Plan hearing with the Board to discuss several proposed amendments. These amendments (the “Amendments” herein) include: 1. The re-submission of duplex homes on O’Brien Farm Road extension. 2. The subdivision of previously approved Lot 18 to create an additional smaller lot, which will be used for the construction of a grid-scale battery by Green Mountain Power corporation (the battery building, enclosure, etc., are not proposed at this time, only the subdivision and landscape screening, the utility will permit the structure under state law in a different process). 3. The addition of four cottage homes on Lot 36 and the required alterations to Lot 36 to fit those homes. 4. The removal of two homes from Lot 37 to facilitate the expansion of the cottage cluster on Lot 36. 5. The change of the barn parking lot surface from porous to standard pavement. 6. Minor amendments to the cottage home parking area on Lot 16 to include a parking space adjacent to a one car garage. 2 7. Clarification of project phasing requirements and exceptions for events out of owner’s control. 8. Minor modifications to the loop walking trail located on Lot 41, Lot 45, Lot 46 and Lot 48 were designed to avoid areas identified as sensitive by the State of Vermont ANR during their review at Act 250. Since no development is planned in these areas, the path shifted slightly to allow for these modifications in a few areas. The path remains in substantially identical location, with no impact to functionality. The below narrative discusses the Amendments in detail. As requested in the staff report dated January 24, 2024 (the “Report” herein), we have looked at the Amendments as a new project, and the unamended project as existing. In this way, the analysis below focuses on the amendments themselves, and how they comply with each test of the regulations. As applicable. We have broken the narrative below into sections for ease in navigation. Those sections are as follows: I. Required submission elements, 15.C.03B and 15.C.07 For All Amendments. II. Waiver Requests and Regulatory Justification.1 III. Sub-division Lot 18 Discussion and Purpose. IV. Phasing Plan Extension and Delay Protocols Requested V. Discussion of Cottage Housing Changes. Please note that enclosed is an Exhibit Table of Contents. This table of contents includes all exhibits filed for the Project with original exhibit numbers and dates in black, and amended exhibits indicated in red text. We felt that this would be an easy way of tracking what is updated by this amendment application, but we are happy to label/provide things differently if requested. I. Required Submission Elements, 15.C.03B and 15.C.07 The Report for the sketch plan hearing required that we address and provide the submission materials listed in Section 15.C.03B and additional requirements described in Section 15.C.07. Below please find each item required. a. Section 15.C.03(B)(1): All the properties involved in the PUD are under the direct control of the Applicant as required by this section. b. Section 15.C.03(B)(2) states that subdivision and master plan requirements under Sections 15.A.06 and 15.B.04 apply and must be addressed. This Project is not subject to master plan, but does propose subdivision. Given this, below is an analysis of the requirements of Section 15.A.06 i. 15.A.06(C) Application Requirements: The Applicant is filing this within 6-months of a sketch plan as required. 1 The Applicant discussed the history behind this request extensively in the sketch plan review. The details and history behind this request, and how it is connected to the original final plat permit process are germane. However, they have been left out of this permit application to avoid repetition, because they were discussed in detail at sketch plan. 3 ii. 15.A.06(C)(1): The required subdivision city permit application form is enclosed. This cover letter addresses and provided items requested by the DRB and outlined in the Staff Report dated January 25, 2024, as required. We have reviewed the submission requirements of Appendix E. Waivers requested are detailed a Section II below and are limited to small height and story waivers related to duplex homes planned on O’Brien Farm Road and the newly proposed cottages. iii. 15.A.06(C)2: We believe that the preliminary subdivision application reasonably conforms to the Sketch Plan. iv. 15.A.06(C)3: This section pertains to Master Plan and does not apply. c. Section 15.C.03(B)(2)(a): Conformance with City Comprehensive Plan: The Amendments contain three substantive changes that could be evaluated in light of the City’s newly adopted comprehensive plan. These changes include: i. The addition of 14 duplex dwelling units. ii. The addition of four cottage dwelling units. iii. The subdivision of land to create a lot where a grid scale battery can be constructed to create climate resilient clean electrical infrastructure for the City of South Burlington, fueled and charged by planned solar installations on new home roofs. The Applicant believes that the Amendments proposed herein very clearly further the goals of the City as outlined in their comprehensive plan. Eastview is a model development for clean, all-electric and resilient building. The Amendments propose more housing, during what the Comprehensive Plan has dubbed, a “Housing Crises.” These are clear goals of the comprehensive plan. In fact, climate resiliency is more than a goal, it is a Key Principle of the plan, as defined in the introduction. Eastview is putting into practice the construction of all-electric homes with solar panels on every roof, and resilient battery back-ups for all homes. This is exactly the type of development that the Comprehensive plan espouses. Given the rather obvious nature of the Amendments compliance with the plan, we will not go into significant detail here. We are happy to provide additional specific details upon request. d. Section 15.C.03(B)(2)(b): Conformance with approved master plan. This is not applicable. e. Section 15.C.03(B)(2)(c): Conformance with description, intent, and defining characteristics of the PUD type(s). As outlined in this application, the PUD type is a General PUD. The intent, description and characteristics of a General PUD are listed at Section 15.C.07(B), below we have provided an outline of how the Project conforms to relevant PUD provisions. i. Conform to the goals of the City of South Burlington Comprehensive Plan and the South Burlington City Council’s Resolution on Climate Change dated August 7, 2017 Please see above regarding conformance with the comprehensive plan. ii. Support and enable affordable housing development. 4 The Amendments propose the addition of 16 units to the project. This will require the construction of 1.6 affordable units under applicable inclusionary ordinances, and therefore the Project contributes directly to the creation of perpetually affordable housing.2 iii. Provide needed housing. This one is self-explanatory. The proposal very clearly provides needed housing for the community. iv. Extend or re-establish existing street, sidewalk and recreation path connections The Amendments do not materially alter previously proposed streets and paths. That said, they do enable construction of those streets, by proposing development on the roads that are approved. v. Incorporate a density of development that supports walkable residential, mixed use and transit-oriented development, compatible in design with the surrounding area. The Project is very clearly of a density that supports walkable residential and mixed-use transit-oriented development. Mixed use development is planned within the Project. The specific structures proposed in the Amendments are identical to nearly two dozen existing homes directly up the road, and the cottages proposed are identical to those already approved in the Project, therefore the design is clearly compatible with the surrounding area. vi. Foster context-sensitive transitions among and between neighborhoods, commercial areas, mixed uses areas, civic spaces and natural resource areas. The Amendments propose two significant changes to the approved Project. One change is the addition of a context-sensitive duplex home on O’Brien Farm Road extension, which has been specifically designed to effect a logical transition (see Section II below). The other change is the reconfiguring of the Daniel Drive cottage cluster, to better transition with topography and to make full use of planned infrastructure. We believe that both of these changes foster context sensitive transitions. The battery storage lot that is proposed is also proposed in a manner that creates a context sensitive transition. The lot it is proposed on will allow privacy, separation from existing and planned uses, and interconnection into the neighborhood grid. As demonstrated in visuals provided (see Exhibit Table of Contents), the facility will be hard to see, and while the facility itself is not proposed in this permit, the substantial landscaping that will surround any facility is confirmed and will be installed. 2 Please note that the 14 duplex dwellings now proposed were included in the original Project, and have already been counted in the inclusionary requirement existing in the Permit. The homes required by these duplexes are actually already under construction, even though the duplexes were removed from the plans do to the height issue encountered at our final hearing for the Project. 5 f. Section 15.C.03(B)(2)(d): A statement and description of how the proposed PUD complies with the design standards specific to the selected PUD type. PUD Design Standards, Applicable for the General PUD can be found at Section 15.C.07(I) and each is addressed below in order. i. Design Standards: There do not appear to be any specific design standards within the General PUD, and for this reason, the governing standards against which the Amendments will be judged appear to be the Site Plan standards. In review of the applicable standards, it appears as though the Amendments comply. A general high-level summary of compliance is provided below. If additional questions or information are needed, we are happy to provide it. In review of Section 14.06 the Amendments appear consistent with design standards. Building setbacks, transitions, street frontage, are consistent with the approved PUD. There continues to be a pedestrian orientation. All new utilities are underground. Parking is located in compliance with the Site Plan regulations under the exemption for single family and two-family homes. Structures are related harmoniously to themselves and to existing planned structures in the Project. The architecture form and type is consistent with past approvals, indeed, identical in some cases. The ordinance requires a specific minimum area for site amenities. The Project has provided substantial site amenities as outlined in the open space and park space plan. These Amendments do not contemplate appreciably more residential development than was already previously reviewed. The Applicant would propose that the Board may allocate square footage from proposed amenities to this specific requirement in its full satisfaction, as acres of programmed open and park space will be built in this neighborhood. ii. Streets: The Amendments do not propose any changes to approved streets. iii. Parking: Complies with regulations for one and two-family homes, as outlined above. iv. Buildings: Proposed buildings are compatible with the development context in the planning area. The Project is a 100+ acre PUD, within which the Amendments proposed represent a very minor portion. The Amendments are designed within the context of the Project, and are surrounded by the Project, therefore, they are compatible with their development context. The homes proposed are identical to existing neighboring homes built within the past ten years. Other homes proposed in the Amendments are identical to new homes now under construction in the Project. The Applicant believes that all buildings and other Amendments proposed 6 are context sensitive but is happy to address any specific questions or concerns with regard to this criterion. v. Civic Spaces and Site Amenities: The Project will construct acres of civic space and numerous public park spaces, in satisfaction of all Civic and Site amenity requirements. vi. Housing Mix: The Amendments propose two types of housing/dwelling unit types, as required by this design criterion. g. Section 15.C.03(B)(2)(e): A statement of requested waivers and proposed alternative compliance. The Amendments seek a height waiver and a waiver of maximum stories via alternative compliance for the 14 duplex homes located on O’Brien Farm Road Extension. Full details in Section II below. The Amendments seek a height waiver for the four newly proposed cottages on Lot 36, via alternative compliance as outlined in Section II below. No other waivers or alternative compliance are requested. h. Section 13.04 Landscaping Screening and Street Trees: During review of the Project, the landscape requirements were calculated including the cost of the duplex homes now proposed. If you review the final plans for the project, filed at the time of the first zoning permit for Leo Lane, you will see that site landscaping in the area of the duplexes was not removed, even though the homes were removed from the plans. Given that this entire area was previously reviewed by the Board and is unchanged, and the cost of the surrounding plantings are already included in the project landscape budget, we do not believe that any additional information is required for the proposed landscaping around the duplex homes. The proposed addition of four cottage homes, in lieu of two larger single-family homes, is expected to increase project cost by approximately $400,000. Per the regulations, the landscape budget requirement for this cost increase is $7500 for the first $250,000 and 3,000 for the remaining $150,000. This is a total additional landscape cost requirement of $10,500. As outlined at Exhibit 227, the Applicant is proposing $72,144.00 of landscaping, well in excess of the required minimum. Therefore, we believe that the landscape requirement is met. With regard to Landscaping, the Applicant would request that the Board not require a bond for the additional $62,000.00 of landscaping proposed above the minimum requirement, as the bonding for this is financially difficult and represents an obstacle to ongoing construction. Currently in Eastview, the Applicant has proposed landscaping in excess of the required minimum to the tune of $170,000. However, the Applicant is made to bond for this excess, which has an annual cost that is not insignificant. Furthermore, the bonding eats up credit otherwise available to issue bonds for necessary items, such as public infrastructure. Because the landscaping bonds must remain in place for three full years, they are exceptionally problematic in terms of capacity and ability to proceed with additional 7 phases. The applicant is proposing the landscaping shown, but need no bond for it unless it is required, which it would seem it is not, as the Project is hundreds of thousands of dollars beyond its requirement in totality. We appreciate the board’s consideration as to how this request might be accommodated. II. Waiver Request and Regulatory Justification As confirmed in our Sketch Plan hearing, the Board has the waiver authority under the regulations in effect, to permit the addition of the 3-story, street-facing duplexes and to grant height waivers. Below is a discussion of the height waivers required for both the duplex homes on O’Brien Farm Road Extension and also for the cottage homes proposed on Lot 36. a. Building Height: Per the table at Appendix C of the Zoning Regulations, the permissible height of a structure in the R1 district is 28 feet. The homes proposed on Lots 31-13 to 31- 26 have a height of 27.91 to 31.63 feet as calculated in the below table, using the regulatory definition of pre-construction grade, and not the definition contained in SD-22-10A. As noted below, the height waiver required ranges from no waiver (for the first two duplexes) to a waiver of 4.14 feet on the duplex with the most varied pre-construction grade. Once constructed, the uneven grading of the existing site is normalized. When reviewed relative to post construction grades, the height waiver ranges from .9 to 1.3 feet, maximum. This information is all summarized in the below table, as requested. The height of the newly proposed cottage homes on Lot 36 is summarized in the table below. These homes have the reverse site condition of the duplex however because these are ally load homes, the 3-story condition is technically the front of the home. For this reason the previously approved methodology for determining the preconstruction grade, in effect for the Project, is not effective for these homes. As outlined below, relative to preconstruction grade, a height waiver of 2.85-3.025 feet is proposed. It should be noted that due to the extensive site work planned, after Building # Finish Floor Elev. Height from Finish Floor to Roof Midpoint Roof Midpoint Elev. Average Pre- Construction Grade (Calculated per Regulation Definition) Average Post Construction Grade (Per DRB Request) Building Height From Preconstruction Grade Building Height From Post Construction Grade Allowed Height R1 District Dimensional Standards Height Waiver Needed Height Waiver Relative to Final Grade Stories Facing a Public Street (Waiver Needed to Allow 3 Stories) 31-13 to 31-14 380.33 33.58 413.91 386 385 27.91 28.91 28 -0.09 0.91 3 31-15 to 31-16 380.83 33.58 414.41 386.5 385.5 27.91 28.91 28 -0.09 0.91 3 31-17 to 31-18 381.33 33.58 414.91 385.5 386 29.41 28.91 28 1.41 0.91 3 31-19 to 31-20 382.33 33.58 415.91 385.95 386.875 29.96 29.035 28 1.96 1.035 3 31-21 to 31-22 383.33 33.58 416.91 384.975 387.75 31.935 29.16 28 3.935 1.16 3 31-23 to 31-24 382.83 33.58 416.41 384.275 387.125 32.135 29.285 28 4.135 1.285 3 31-25 to 31-26 382.33 33.58 415.91 384.275 387.25 31.635 28.66 28 3.635 0.66 3 8 construction is complete, the homes will be within inches of compliance with the height limit. Though a waiver is still required. b. Building Street-Facing Stories: As noted in the chart above, all of the planned duplexes have three stories facing the street, per the definition of story in the regulations, which includes the basement, partial walkout level. Given this, a waiver of the street facing stories allowed, increasing from two stories to three stories, is required. c. Building Design Standards: The Staff Report dated January 25, 2024, has cited that Section 13.17 of the regulations applies to the proposed changes on Lot 36, and Lot 31. As such, Staff has indicated that a waiver of Section 13.17(C) is required. Upon review, we have determined that the provisions of Section 13.17(C) do not appear to apply because the lots on which the proposed homes are located, are both greater than 1 acre. Section 13.17(B) clearly indicates that the residential design standards for new homes do not apply for buildings on lots that exceed one (1) acre in size. Specifically, it states at Section 13.17(B): “This section applies to all new residential or predominantly-residential buildings except…buildings on lots that exceed one (1) acre in size. [emphasis added].” It is notable that the word building is plural, which clearly shows that the regulation contemplated lots with multiple structures. As outlined above, the addition of 14 for-sale townhome dwellings on Lot 31 and four cottage dwellings on Lot 36, requires a waiver from the development review board for the dimensional standards of the zoning district, as outlined at Appendix C of the Regulations. Specifically, to allow for height that exceeds 28’ and to allow for 3 stories facing a public street. The waiver of dimensional standards is a fairly common occurrence within most of the zoning districts and the board has broad authority to waive these requirements. Specifically, the board is granted waiver authority under 15.C.07(G) to waive dimensional standards. The Board is also given authority for alternative compliance (a more stringent test for waiver) under Section 15.C.04(D)(3). At the request of Staff and the Board, the Applicant is analyzing these waivers per the requirements of alternative compliance. Specifically, alternative compliance is described as follows in the regulations: “Dimensional and design standards… may be modified …to provide the flexibility necessary to address unique site conditions or constraints, to enable compatibility with existing or planned development in the vicinity; or to allow for exceptional and innovative design.” Each of these elements is addressed below, with regard to the waivers requested. Building # Finish Floor Elev. Height from Finish Floor to Roof Midpoint Roof Midpoint Elev. Average Pre- Construction Grade (Calculated per Regulation Definition) Average Post Construction Grade (Per DRB Request) Building Height From Preconstruction Grade Building Height From Post Construction Grade Allowed Height R1 District Dimensional Standards Height Waiver Needed Height Waiver Relative to Final Grade Stories Facing a Public Street (Waiver Needed to Allow 3 Stories) 36-6 425 23 448 417.1 418.75 30.9 29.25 28 2.9 1.25 2 36-7 425.6 23 448.6 417.575 420.125 31.025 28.475 28 3.025 0.475 2 36-8 426 23 449 418.1 420.625 30.9 28.375 28 2.9 0.375 2 36-9 426 23 449 418.15 420.75 30.85 28.25 28 2.85 0.25 2 9 As the Board understands, the Project site is a hillside. Given this, homes must be used to bridge significant grade differentials between adjacent streets and structures. In the duplex location, the grade slopes up significantly as the ground heads south, away from the roadway. The homes are designed to make use of this grade change and are a reverse-walkout foundation. This layout allows for the homes to act as retaining walls for uphill land, and is the most efficient way to terrace development. We believe that this grade is very much a unique site condition, and the design of the homes is specific to mitigate that condition/constraint, as required. The cottage homes are the exact inverse of the duplex situation. The driveway/access side is a story higher than the front. With regard to compatibility with existing and planned development in the vicinity, the homes proposed are identical to 22 homes located just a few hundred yards down the same street, and the cottage homes are substantially similar to those already approved in the Project. Eastview is an extension of the Hillside neighborhood, interconnected by bike, car and pedestrian infrastructure, and these identical homes exist in Hillside. In addition to narrative requirements for the issuance of a waiver under alternative compliance, Section 15.C.04(D)(3) also has four specific criteria that the alternative proposed must: i. Conforms to the intent, description and defining characteristics of the selected PUD type. As outlined in this application, the PUD type is a General PUD. The intent, description and characteristics of a General PUD are listed at Section 15.C.07(B), below we have provided an outline of how the Project conforms to relevant PUD provisions. (a) Conform to the goals of the City of South Burlington Comprehensive Plan and the South Burlington City Council’s Resolution on Climate Change dated August 7, 2017 The homes proposed on O’Brien Farm Road extension very clearly meet the City’s goals and objectives around housing and climate change. The Hillside East neighborhood where these homes will be built is Vermont’s first resilient, fully electric neighborhood, which includes solar power on every rooftop, and a resilient battery-backed-up microgrid. Hillside East is fossil fuel free, in direct furtherance of climate change initiatives that seek electrification. These homes contribute specifically to the creation of affordable housing. There are 16 homes that have increased the permanently affordable housing provided by this neighborhood by 1.6 as required by City Ordinance. Furthermore, this specific home type of the duplex proposed, because of its unique garage location, is the most affordable home planned/for sale in the Hillside East neighborhood. The 3-story street facing façade uses basement space for a parking garage, this efficient use of the foundation and the 3-story stacked living spaces, provide for reduced site work costs, resulting in a significant cost savings on a dollar per square foot basis for customers. The unique site condition and waiver requested, are in this way specifically furthering goals of the comprehensive plan. (b) Support and enable affordable housing development. Please see the response to this criterion listed at Section I above. (c) Provide needed housing. 10 Please see the response to this criterion listed at Section I above. (d) Extend or re-establish existing street, sidewalk and recreation path connections See comments in Section I above. (e) Incorporate a density of development that supports walkable residential, mixed use and transit oriented development, compatible in design with the surrounding area. The proposed development is very clearly of a density that supports walkable residential and mixed-use transit oriented development. As noted above, the specific structures proposed are identical to nearly two dozen existing homes directly up the road, and therefore the design is clearly compatible with the surrounding area. (f) Foster context-sensitive transitions among and between neighborhoods, commercial areas, mixed uses areas, civic spaces and natural resource areas. With regard to the proposed duplex homes, this PUD purpose/intent, is the foundation of the design. The PUD we are amending spans four different zoning districts, and in order to design a neighborhood that is cohesive, it is necessary to effect logical transitions. Because of the topography of the Project in this area, and the location of the street, the regulations require that a home be no taller than a basement, and a single level above that basement (this is because the basement needs to be a walkout at the street level, and so it is technically a story). To have a home of this small of a scale, directly across the street from 3-plus story large mixed use structures, would be stark, and would not be a good transition. These larger, taller townhomes were proposed to make this transition smooth at the request of the Board during the permitting of Eastview. The cottage cluster proposed on lot 36 is also context sensitive, in that it seeks to make better use of the existing infrastructure and alley in this area. It also seeks to align the homes with the viewshed, orienting the homes in a logical manner. Furthermore, the proposal has been amended to respond to specific contextual concerns of our neighbor, and the total number of cottages proposed has been reduced to be four, with acknowledgment that four is sensitive to the context of the area, and adjacent homes. ii. Achieves the intent of the PUD standard to be modified. I believe that the intent of the height and story limitations as constructed, are to ensure that new development and surrounding development are compatible. The simple logic behind a zoning district is that its dimensional standards are based on existing development patterns, and are designed to ensure that new development does not drastically deviate from existing development patterns, in a way that might be shocking or adverse to existing residents. In short, the intent of the height and story limit, is to make sure development is context sensitive. As outlined above, the purpose of the wavier required, is to achieve context sensitivity both for grade, and for adjacent uses. In this way, it seems accurate to state that the waiver requested is achieving the intent of the PUD standard to be modified. 11 iii. Results in development that is equivalent or demonstrably superior in function, design, and quality to that required under the standard to be modified. As outlined above rather extensively, the proposed design is intentional, to work with the grade of the site and to effect smooth transitions between zoning districts and uses. The function and design of this 3-story duplex structure is superior for this location than what would otherwise be required, which would be a raised-ranch style single level above-grade home. The cottage cluster is being expanded, making better use of existing planned infrastructure, and orienting the homes to the viewshed in a way that is logical and works with the grade. The outcome of both proposed additions is a better, more diverse neighborhood, with a range of size and home type options available, all with quality and cohesive design. iv. Does not adversely impact properties, uses or facilities within, adjacent to, or in the vicinity of the planned development. The planned buildings are located within a 100-acre planned unit development. Their location, drainage, access, etc., were all evaluated as part of that development. There are no adverse impacts on any adjacent properties, as all the surrounding properties were master planned, designed and permitted with this exact use in mind. While the cottage homes are close to existing neighbors, the additional homes are proposed to be screened extensively. The Board may also notice that since sketch plan, we have removed an entire cottage from the plan, because in consultation with our neighbor to the south, it was determined that the home was too close, and adversely impacted our neighbors privacy. In cooperation with our neighbor the home was removed, and supplemental plantings were added. For the reasons outlined above, the Applicant believes that the Board should grant the modest height waivers, and 3-story street-facing façade waiver needed to enable these homes to be constructed. We look forward to discussing this part of the project in person at the hearing. III. Subdivision Lot 18, Discussion and Purpose. The Applicant has committed to the construction of 155 homes permitted in the Project that will not use any fossil fuel infrastructure. Instead of building new pipelines, the applicant proactively and without any mandate, is building fully electric homes that will run on clean electricity for their daily operation. All homes will be provided with roof-top solar, using the roofs created in the project to generate clean energy that supports resiliency and backup power for the homes in the face of climate change. Tesla battery back-up power will be installed in each home, ensuring that during outages residents remain with power, heat, and connectivity. Each home also includes an electric vehicle charger, as well as a smart electrical panel, which is designed to manage electrical loads for the home, ensuring that all systems function without issue for the homeowners. The homes are all enrolled-in and will receive Department of Energy Zero Energy Ready Home certifications, a stringent national certification, Energy Star certifications, as well as exceeding all local energy codes. Homes are expected to have HERs scores in the mid-20’s or lower. For reference, the RBES Stretch code requires a HERs score of 54. 12 This is the first of its kind neighborhood in Vermont. This will be the first carbon-free microgrid community in the state of Vermont and one of the first in the country. It is a model for providing much needed housing in an environmentally responsible manner. To achieve the innovative, first of its kind neighborhood, the Project partnered with Green Mountain Power. This partnership is important for several reasons, including Green Mountain Power’s expertise with battery storage as well as in the design for all-electric homes that function seamlessly for customers. The Project team coordinated for many months designing not only the homes, but also the in-ground electrical infrastructure necessary to supply the homes and create a resilient neighborhood, which is a Key Principle of the South Burlington Comprehensive Plan. Part of being climate resilient requires layers of resiliency, and in conversations with Green Mountain Power, it is clear that to provide complete resiliency to the neighborhood and homeowners in prolonged outages, and to provide maximum benefit from the roof-top solar, a battery bank to enable a community scale microgrid needs to be located in the Project. The battery storage required is tried and tested technology and is actively deployed in existing GMP projects. This project consists of two battery banks that will be located inside a fenced enclosure that will be fully screened from view and landscaped extensively. The Project team has spent months trying to identify the appropriate location for the battery storage equipment and enclosure. There were several criteria included in analyzing locations, most importantly, proximity to the distribution mainline system equipment that will island the microgrid, as well as easy truck access, safety setbacks, and aesthetic screening. The Project plans have been amended to subdivide a small lot from Lot 18, the previously approved open space. As discussed extensively at the Sketch Plan, this is the only location that the Project team identified for the batteries that meets the site criteria and that does not have a detrimental impact on the neighborhood layout. The site has clear access to Phase 3 power lines that will be installed on Old Farm Road. It is fully screened from the view of existing and proposed homes and is far enough from all the homes that there should be no impact to existing or future residents. To facilitate this battery storage installation and microgrid, the Amendments requests a change to the Project plans to create a lot where the batteries and enclosure may be built, owned, and maintained by Green Mountain Power for the benefit of the community and all its customers.3 There was much discussion at the sketch plan regarding the grading and design of the remainder of Lot 18. 3 Please note that while the Board expressed that an access easement may be preferred, we believe this path forward to be substantially more complicated and without necessity. Given this, we are suggesting a simple subdivision, which will require the review and approval of the City council to be effective, since the underlying land is already provided to the City via an irrevocable offer of dedication. The Applicant suggests that the Board may simply grant the subdivision, and condition a new irrevocable offer be provided that will negate the old offer of dedication, should anyone other than the City ever seek to do anything on this land. GMP and the City may then work together to draft these agreements, and can negotiate any oversite, or other terms that might also be of concern to the board, as part of that agreement. If the City does not wish to give GMP the lot, and wants an easement, they can simply keep the subdivided lot. However, should the City decide it is most expedient to do so, the option is available, and will not need to be subdivided in a subsequent application. Simply put, once the land is subdivided, the City Council and City Attorney can decide a path forward, easement, release of lot to GMP, etc. preserving their flexibility. 13 Much of the Board conversation at Sketch actually centered around land that is not involved in the subdivision, and an interest by the City in making the remaining park land on Lot 18 more usable. To this end, the Project plans have been updated to include the specific feedback of the Director of Recreation, as well as the planning Staff. We have full agreement that the amended plans represent a great and sufficient park space opportunity, and the Applicant will make the grading changes noted in the plans immediately upon the execution of a new irrevocable offer of dedication for the amended plans (or within the first 90 days of the subsequent construction season (April-October 15th, annually), after such agreement is executed. It is important to note that the battery facility itself will be permitted within a separate process via a public utility installation. The Amendments do not seek permits for this facility. The digital renderings provided are conceptual, and may change via final design from the State of Vermont. However, the landscaping and screening proposed will be required, and is to guarantee that the facility is well screened and landscaped. The amended permit must make clear that the landscaping proposed is not required, unless a battery facility is built. IV. Phasing Plan Extension and Delay Protocols Requested. In this filing the Applicant is again requesting modification to its approved phasing plan, to provide flexibility for phasing deadlines, in the event of unforeseen circumstances or delays in issuance of necessary permits. During the sketch plan hearing, the Applicant received substantial feedback from the Board with regard to our proposed phasing plan modification. Specifically, the Board indicated that they would be willing to grant some specific flexibility if a framework was provided by the Applicant. Additionally, the Board requested that we identify a path forward for timely/expedited review of issues as they arise, such that the Board itself might review issues quickly if needed, and if the administrative officer felt the issue was unclear. Further to this conversation, we provide the following: a. Administrative Officer Phasing Authority: The Applicant requests that the Administrative Officer be granted authority by the Board for the following: i. Administrative officer may provide an extension on any phase duly commenced and incomplete to allow for completion of seasonal items between May 1st and September 1st of any given year. Seasonal items may include: (a) Paving (b) Concrete curbing (c) Concrete sidewalk (d) Installation of water main (e) Topsoil, seed, mulch (f) Landscaping (g) Any item where documentation can be provided demonstrating that best practice, ordinance or manufacturer standards would prohibit installation. Work where DPW would prefer it be completed in warmer weather if the City will adopt it. ii. Administrative officer may provide an extension for any phase to account for unforeseen circumstances, or items outside of Applicant’s control such as 14 manufacturer delays, shipping strikes, etc. An example could be if a bench is backordered, or a piece of playground equipment arrives late. iii. Applicant to receive a one-time by-right extension on any phase which will be calculated to be the number of days between the filing of a zoning permit to commence a phase, and the issuance of that zoning permit. With a reduction of 21 days to account for a reasonable timeframe to review and issue a zoning permit.4 iv. Applicant to receive a by-right extension for Phase 8 to allow for at least three years to complete the phase, from the date of execution of the development agreement between the City Council and the Applicant. The language in the current phasing plan does not account for the fact that the Applicant cannot begin work on the new Old Farm Road alignment, until the City Council executes a development agreement outlining the process that will be followed for this work, the abandonment of the old roadway and adoption of the new roadway. The Applicant provided a draft of this agreement to the City in late summer of 2023. It has been about nine months since we sent the agreement and we have received no response or feedback; other than acknowledgment it is on the to do list. This agreement must be finalized to enable the financing necessary to bond for the roadway construction, and the roadway construction and ledge removal is a multi-year process. The Applicant foresees that delays in finalizing this agreement could impact construction completion, and wishes to tie the requirement to both the City and Applicant’s required milestones as the Applicant cannot complete this work without the City taking a number of required steps. b. Expedited Phase Completion Review: In conversation with staff, there appears to be a path forward where the Board could find as part of this PUD amendment that future modifications of phase completion due to unforeseen circumstances could be considered under a miscellaneous application. This application would only be made when needed, not as a hypothetical, but could be reviewed within 45 days of submission (to be confirmed by the Board), enabling some relief for unexpected circumstances where the above administrative relief was not prescribed. V. Discussion of Cottage Housing Changes: The last change to discuss is that the applicant is requesting approval to modify the housing layout surrounding the Daniel Drive cottage cluster, to contain four additional cottage homes, and to remove two proposed larger homes that were fronting/accessed from Daniel Drive. The updated 4 While this may seem an odd request, it is our direct experience that excessive delays in the issuance of a zoning permit can harm our ability to complete work. In Hillside, we filed a zoning permit to construct the Two Brothers Drive and Kennedy Drive connection on June 30th, 2022. We did not receive our zoning permit until September 15th. It took seventy five days and 2.5 months of the best construction season for this to issue. The result was that we could not complete road construction or pave the roadway before paving ended for the year. Administrative delays of this magnitude can directly impact ability to complete work and should be recognized by the Board. If we are delayed two months for a zoning permit, it is not fair our home construction should be stopped for work we would have completed in that time. 15 configuration allows for the new cottage homes to share the already planned alley infrastructure. The reason for this change is to enables the neighborhood to provide additional lower priced homes to a much-needed segment of the current housing market. The homes also orient to the slope and topography of the area better and their rear decks are now facing the eastern views. We believe the addition of these units within the existing development framework is a simple and elegant solution to deliver more housing, that is more affordable to the market. We have amended the site landscape plan in this area accordingly and added significantly more landscaping. An update to the landscaping budget to include all of the planned additions in this area, and around the proposed battery building is included at Exhibit 227. The homes proposed are the same cottage that is proposed elsewhere in the Project, previously approved, however these homes will be walkout homes on their front-porch side. We have provided an amended elevation for review at Exhibit 224. We have added windows to the lower level, a door, etc. With regard to inclusionary housing, this change does not increase the required number of inclusionary homes, as it is a net increase of 2 units, which brings the total to 157. The total was previously rounded to 16, from 155. The last change to the cottage home layout impacts both the Daniel Drive cottages, as well as the cottage cluster on Leo Lane, which is now under construction. Our previous plans, in an oversite, did not show parking adjacent to the planned garage structures. The attached updated plans show a single parking space next to each single car garage, providing two dedicated parking spaces per home. In our short time marketing these homes since the project began, we have found that a single parking space is not acceptable to our customers. While it may be more acceptable for smaller cottages, our cottage home has three bedrooms, with the possibility of a fourth bedroom in the basement space. Given the affordability crisis in the housing market, we are expecting and seeing more families interested in this smaller product type. Modern families all have two vehicles. And while it is marketable to require their third vehicle to make use of on-street parking, we are not able to market these homes successfully without two dedicated spaces. Additionally, as the market is shifting to electric vehicles, it is important that each home has spaces adjacent to their EV charging stations, otherwise owners would need to shuffle vehicles from street parking spaces to recharge them. I trust the Board can see how this is a lot to ask of a customer and is fundamentally challenging to market. Given the above, the plans have been changed to show two parking spaces, which all fit nicely in the plans. Coverage has also been updated without issue and is all accounted for at Exhibit 005. Sincerely, Andrew Gill, Director of Development Enclosures