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HomeMy WebLinkAboutAgenda 07_SD-24-04_760 Shelburne Road_Bourne_PP FP #SD-24-04 1 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SD-24-04_760 Shelburne Road_Bourne_PP FP_2024-04-16.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: April 10, 2024 Application received: March 22, 2024 760 Shelburne Road – Gary Bourne Preliminary and Final Plat Application #SD-24-04 Meeting Date: April 16, 2024 Owner Gary J. Bourne & 764 Shelburne Road, LLC 414 West Grove Middleboro, MA 02346 Applicant Gary Bourne 414 West Grove Middleboro, MA 02346 Property Information Tax Parcels 1540-00760, 1540-00764, 1700-00031 Commercial 1-R15 Zoning District, Traffic Overlay District, Transit Overlay District, Urban Design-Secondary Node Overlay District Parcel size: 1.43 acres Engineer TCE 478 Blair Park Road Williston, VT 05495 Location Map #SD-24-04 2 PROJECT DESCRIPTION Combined preliminary and final plat application #SD-24-04 of Gary Bourne to create a General Planned Unit Development by re-subdividing three existing lots into three new lots of 0.18 acres (Lot 1), 0.14 acres (Lot 2), and 1.06 acres (Lot 3), and constructing a 3,350 sf financial institution on Lot 1, a 6,480 sf 2-story mixed commercial and residential building on Lot 2 containing two market rate and one inclusionary units, and a three-story 27-unit multifamily building on Lot 3, of which 9 units are proposed to be inclusionary, 760 Shelburne Road. PERMIT HISTORY Preliminary and final plat application SD-23-05 was denied by the Board on August 2, 2023. There were two major criteria, and a few subsidiary criteria, identified in that decision as not met. Minor modifications to the LDR, and the passage of Act 47, have occurred since the time of the previous denial by the DRB. The related sketch plan application was reviewed by the Board on December 5, 2023. As a new PUD application, the Board is not obligated to uphold any of the findings of denied preliminary and final plat application #SD-23-05, though for the purposes of this report Staff has assumed the Board will make the same findings on things that are unchanged from that application. Feedback provided by the Board on December 5, 2023 included direction on modifying the Shelburne Road façade of the corner building, widening the direct pedestrian access required by the urban design overlay district, transparency of glazing, and mix of inclusionary units. 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. General PUDs are subject to the requirements of 15.C.04 and 15.C.07, as well as site plan review standards, general provisions, and supplemental regulations as applicable. Numbered items for the Board’s attention are in red. A) SUMMARY OF THE BOARD’S AUTHORITY TO WAIVE OR MODIFY STANDARDS The applicant has requested a modification or waiver for each dimensional standard of the LDR. As a preamble to discussion of the applicant’s requested modifications and waivers, Staff has summarized the ability of the Board to waive or modify standards. Article 15.C describes the authority of the Board in granting PUD approval: 15.C.01A. Authority (1) The Development Review Board (DRB) has the authority under 24 VSA § 4417 to review, and to approve, to approve with modifications and conditions, or to disapprove an application for a Planned Unit Development (PUD). (2) The DRB also has the authority to modify the Land Development Regulations in association with PUD review, subject to the standards and conditions for Planned Unit Development, as specified #SD-24-04 3 by PUD type under this Article, in support of more efficient, compact, walkable, and well- planned forms of residential neighborhood, mixed use, and infill development, and the permanent conservation of resource lands and other open space. (a) In addition to modifications or waivers intended to accommodate site constraints under Section 15.A.01 of the subdivision regulations, this may include modifications of underlying zoning and subdivision regulations pertaining to blocks, building lots, building types, allowed densities of development, and the type and mix of allowed uses. (b) This may also include DRB review and approval of alternative forms of compliance with applicable PUD standards under Section 15.C.04. Staff calls the Board’s attention to the underlined section (2) above, which describes the purpose for why the LDR provides the authority for standards to be modified in a PUD. Within the General PUD in particular, which provides more latitude in determining the extent of any modifications than in other PUD types, Staff considers it particularly important that the design be more efficient, compact, walkable, and well-planned than the project would be if it were to fully comply with the dimensional standards. The specific parameters of the modifications enabled in a General PUD are contained within 15.C.07G. 15.C.07(G). General PUD Dimensional Standards. (1) Relevant subdivision, site plan, zoning district, and applicable overlay district dimensional standards shall form the basis of the design of a General PUD and shall apply unless modified, reduced, or waived by the DRB under (2) below. (a) The DRB must find an application meets the requirements of 15.C.07(G)(2) in order to modify, reduce, or waive Site Plan requirements using 14.04(A)(3), Site Plan application requirements using 14.05(G), Subdivision requirements using 15.A.01(B)(3), Scenic Overlay District requirements using 10.02(I)(2), (J), and/or (K). (b) The DRB has authority to allow alternative compliance under 15.C.04(C)(3). (c) Height restrictions may be modified, reduced, or waived in underlying zoning districts identified in 3.07(D)(2) by the DRB under (2) below, except as noted in 15.C.07(C)(2)(b) above. The standards of review in 3.07(D)(2) shall apply. (d) The DRB cannot modify, reduce, or waive standards as listed in 15.C.07(A)(3). (2) In response to the existing or planned Development Context in the Planning Area, the DRB may modify, reduce, or waive one or more applicable dimensional standards as necessary to: (a) Accommodate reductions in the available area associated with infill or redevelopment, that result in insufficient acreage to meet applicable dimensional standards; or (b) Allow for more creative and efficient subdivision and site layout and design that advances the purposes of the underlying zoning district and/or the goals of the Comprehensive Plan, particularly in response to existing site limitations that cannot be eliminated; or (c) Ensure that the pattern and form of proposed development is compatible with existing or planned Development Context in the Planning Area determined under 15.C.07(F) and to Transition Zone standards in 15.C.04(E); or #SD-24-04 4 (d) Allow for greater energy efficiency, use of alternative energy, green building design, or otherwise furthering of the South Burlington City Council’s Resolution on Climate Change dated August 7, 2017. (3) Context shall be determined by the existing or planned Development Context in the Planning Area under Section 15.C.07(F) and (G). Within a General PUD, 15.C.07A describes limitations on the Board’s authority to modify standards: 15.C.07A. Authority and Limitations. (1) The Development Review Board (DRB) has the authority under 24 VSA § 4417 to review, to approve, to approve with modifications and conditions, or to disapprove an application for a Planned Unit Development (PUD), as further described in Section 15.C.01. (2) Limitations on DRB authority under 14.04(A)(3)(b) apply. (3) In addition, in no case shall the DRB vary: (a) Density restrictions and/or allow an increase in overall density except as authorized via use of Transferrable Development Rights or via Inclusionary Zoning. (b) Requirements of the Urban Design Overlay District and Transit Overlay District, as applicable. (c) Applicable lot coverage and/or building coverage maximums allowed within each zoning district, as measured across the PUD as a whole, except as authorized via use of Transferrable Development Rights. (d) Environmental Protection Standards under Article 12, except as authorized within that Article. Parking and building location requirements in Section 14.06(A)(2), except as authorized within that Section. 15.C.04(C) provides additional information pertaining to modification of standards via a separate tool, alternative compliance: 15.C.04(C)(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). #SD-24-04 5 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. This option is separate from the authority granted for standards of the underlying zoning district to be modified in a PUD; it has greater applicability (to include design standards in addition to dimensional standards) and established as an opportunity to demonstrate how a different standard can better meet the intent of the Regulations. Staff calls the Board’s attention to the underlined section (c) above, which describes additional requirements for the Board to modify a standard. Modified standards must result in development that is equivalent or demonstrably superior in function, design, and quality to that required under the standard to be modified. The Board may require additional conditions to mitigate adverse impacts resulting from a proposed alternative. In summary, under the current LDR, the Board must only grant a modification for cause, and the modification must result in better compliance with the objectives of the LDR. B) ZONING DISTRICT AND DIMENSIONAL REQUIREMENTS 5.01A Commercial 1 – C1 Zoning District Purpose. A Commercial 1 District is hereby formed in order to encourage the location of higher-intensity residential, retail, office, and vertically mixed uses in a manner that serves as or enhances a compact central business area. Other uses that would benefit from nearby access to a central business area, including clustered residential development and small industrial employers, may be permitted. Warehouses, major industrial employers, and incompatible industrial uses shall not be permitted. Urban design supporting a transition for these areas from a suburban environment to compact centers is encouraged. 15.C.07B General PUD Description, Purpose, and Characteristics. A General PUD is a type of planned development that allows for relief from the strict dimensional standards for individual lots in order to encourage innovation in design and layout and efficient use of land consistent with the Comprehensive Plan. Defining characteristics of a General PUD include well- planned, -sited, and -designed development projects that: • Conform to the goals in the City of South Burlington Comprehensive Plan and South Burlington City Council’s Resolution on Climate Change dated August 7, 2017. • Support and enable affordable housing development. • Contribute to the City’s economic vitality, in response to changing markets and consumer demand, by providing needed housing, goods, services, and employment opportunities. • Redevelop underperforming properties and commercial strips (retrofits), contaminated sites (brownfields), and large expanses of parking (gray fields) into more compact forms of walkable, pedestrian-oriented, mixed-use development. • Extend or re-establish existing street, sidewalk, and recreation path connections. • Incorporate a density of development that supports walkable residential, mixed use, and transit-oriented development, compatible in design with the surrounding area. • Improve the physical appearance, walkability, and amount of civic and green space within existing residential neighborhoods, commercial centers, and commercial strip development. • Introduce missing or complementary uses, facilities, services, amenities, or civic space intended to serve the immediate and surrounding area. #SD-24-04 6 • Foster context-sensitive transitions among and between neighborhoods, commercial areas, mixed use areas, civic spaces, and natural resource areas. Staff has included these purpose statements for the underlying district and the General PUD as they inform the Board’s objectives in evaluating this proposed Planned Unit Development. Dimensional Requirements Commercial 1-R15 Zoning District Required Proposed Lot 1 Proposed Lot 2 Proposed Lot 3 Proposed Overall @ Min. Lot Size 40,000 sq. ft. 8,054 sq. ft. 6,287 sq. ft. 46,359 sq. ft. 60,700 sq. ft @ Max. Building Coverage 40 % 41.6% 51.5% 22.9% 28.4% @ Max. Overall Coverage 70 % 63.8% 83.7% 75.7% 74.9% @ Min. Front Setback, Urban Design Overlay 20 ft. 11 ft. 13 ft. 78 ft. N/A @ Min. Side Setback 10 ft. 10 ft. 9.9 ft. 11 ft N/A @ Min. Rear Setback 30 ft. N/A 9.9 ft. N/A N/A @ Max. Front Setback Coverage, Shelburne Road 30% 37.7% 36.4% 45.6% 39.0% @ Max. Front Setback Coverage, Swift St 30% 21.8% N/A 66.3% 52.7% @ Max. Height 5 stories max, Appearance of 2 stories min 1 story 2 stories 3 stories N/A √ Zoning Compliance @ Modification or Waiver Requested, discussed below. Lot Size The applicant has requested modification of minimum lot size from 40,000 sf to less than 6,300 sf. This is to allow the creation of three buildings, two of which are proposed to be under 6,000 sf, on what would otherwise be required to be developed as a single lot with a single principal structure. While Staff does not have concerns about the reduction in lot size specifically, Staff recommends the Board hold the project to the standard of creating a relatively large cohesive site rather than three distinct sites, and take the district lot size into consideration when reviewing the height modification request below. Height Buildings within the Urban Design Overlay secondary node are required to have the appearance of at least two stories. All three buildings are located within the urban design overlay, and therefore must have the appearance of at least two stories. The applicant has provided a one-story building on Lot 1, the building most proximate to the intersection of Shelburne Road & Swift Street. At sketch the Board provided #SD-24-04 7 feedback that only a portion of the façade achieved the appearance of two stories and directed the applicant to modify the southernmost portion of the Shelburne Road façade. Elevations presented at sketch: Elevations presented with this preliminary and final plat application: Staff is unable to discern any difference between the two elevations, and in fact the revision date on the plans is unchanged. There is no justification provided for why the applicant did not make modifications in the plans in response to the Board’s feedback to integrate the blank wall into the remainder of the building. 1. Staff recommends the Board as the applicant to describe why they did not make any changes. Staff reminds the Board they are not obligated to make a determination in public session but they should obtain all the information they need to make a decision before moving on. Other Modifications: Staff recommends the Board consider the remaining modification requests in total as well as individually. Building Coverage The applicant has requested a waiver of maximum building coverage for two lots, though taken together, the building coverage for the PUD would be below the building coverage for the district. Staff has no concerns with this request given the overall site layout appears to be consistent with the feedback provided by the Board at sketch. Lot Coverage The applicant has proposed to increase lot coverage above the maximum allowable in the zoning district through the use of additional on-site open/civic space in 10.05E. This is analyzed under Urban Design Overlay below. Front Setback and Front Setback Coverage on Shelburne Road The applicant has proposed reduced front setbacks and increased setback coverage compared to the standards of the zoning district. Because the property is located within the urban design overlay (UDO), front setbacks are 20-ft instead of the standard 30-ft for the C1-R15 zoning district, though the applicant is proposing front setbacks as small as 10 feet. #SD-24-04 8 Staff continues to consider that front setback coverage is calculated incorrectly. 3.06H is as follows. H. Front Setback Area Landscaping for Non-Residential Uses. In the case of nonresidential uses, not more than thirty percent (30%) of the area of the required front setback shall be used for driveways and parking and the balance shall be suitably landscaped and maintained in good appearance. Design approaches that that use landscaping elements in the front setback which enhance stormwater infiltration or management are encouraged. No portion of the required front setback shall be used for storage or for any other purpose except as provided in this section. In addition, a continuous strip fifteen (15) feet in width traversed only by driveways and sidewalks shall be maintained between the street right-of-way line and the balance of the lot, which strip should be landscaped and maintained in good appearance. This provision shall apply also to yards that abut a right-of-way designated for a future street. Despite numerous comments directing the applicant to recalculate coverage as only driveways and parking, the applicant’s values still seem higher than what is actually present (for instance on Lot 1 there are NO driveways or parking, therefore front setback coverage should be reported as zero). As the applicant has not provided this calculation, Staff recommends instead the Board include a condition specifying that driveways and parking within the front setback shall not be expanded by any subsequent site plan modification. Side and Rear Setbacks The applicant has proposed Lot 2 to have side setbacks slightly less than the required minimum of 10 ft, and Lot 2 to have a rear setback significantly less than the required minimum of 30 ft. Staff considers the side and rear setback modifications to be unimportant since the property lines are relatively arbitrary and are not located to coincide with a site feature. 10.05 Urban Design Overlay District (UDO) A. Purpose. It is the purpose of the Urban Design Overlay District to recognize the impact of simple design principles and to reflect a design aesthetic that fosters accessibility and creates civic pride in the City’s most traveled areas and gateways, while furthering the stated goals of the City’s Comprehensive Plan. The Urban Design Overlay District aids in fulfilling the City’s vision to enable infill and conversion development, encourage pedestrian movement, serve local and regional shopping and employment needs, and make use of existing public transportation. The City intends for the applicable areas to provide safe and inviting access to adjacent neighborhoods. The Urban Design Overlay District is located exclusively along Shelburne and Williston Roads. C. Boundaries & Applicability. (1) Nodes. These regulations recognize that some areas of a corridor serve or will serve as important connections, gateways, or areas of activity. As such, a more urban form is desired and, where noted, required and permitted. Site design and buildings within designated nodes shall provide a welcoming and safe street presence for all users. Nodes are listed as ‘primary’ and ‘secondary’, and are mapped and regulated accordingly. The project is located within a secondary node. D. Standards. Except where noted herein, the dimensional standards, use, and other standards of #SD-24-04 9 the underlying Zoning District shall still apply. Staff reminds the Board that the standards of the Urban Design overlay are not permitted to be modified, as described in 15.C.07A. (1) Entries. Buildings on subject properties must have at least one entry facing the primary road in the corridor. Any such entry shall: All three buildings are proposed to have an entry facing the street. (a) Be an operable entrance, as defined in these Regulations. An operable entrance is defined as one which is useable and open to the tenants / owners for entry and exit. Staff recommends the Board include a condition requiring entrances be operated in a manner consistent with this definition. (b) Serve, architecturally, as a principal entry. Front entries shall be a focal point of the front façade and shall be an easily recognizable feature of the building. Possibilities include accenting front entries with features such as awnings, porticos, overhangs, recesses/projections, decorative front doors and side lights, or emphasis through varied color or special materials. This requirement does not preclude additional principal entry doors. Staff considers this criterion met for all three buildings. (c) Shall have a direct, separate walkway to the primary road. This walkway shall be at least eight (8) feet in width and may meander for design purposes, but must serve as a pedestrian-oriented access. 2. This criterion is met for the proposed bank and the proposed multiuse building. The applicant has provided only a 5-ft wide sidewalk connecting Swift Street to the multifamily building. At sketch some Board members expressed that they believed an 8-ft wide walkway to be unnecessary for the multifamily building, but nevertheless the standards of the urban design overlay district cannot be modified or waived. See 15.C.07(A)(3)(b) above. Staff recommends the Board direct the applicant to modify the design to provide a direct 8-ft wide walkway from Swift Street to the principal entrance of the multifamily building, or indicate that it is not their intention to do so, in which case Staff considers the Board must find this criterion not met. (2) Glazing. Windows are key to the overall design of a building and the relationship between its exterior and interior. (a) For all properties in the Urban Overlay District, a minimum of 75% of glazing shall be transparent. 3. At sketch, the applicant requested that they be allowed to demonstrate compliance with this criterion at the preliminary plat stage of review. It appears from the provided elevations that some of the glazing is not proposed to be transparent, though the elevations are unlabeled, and no calculation is provided. Staff has been unable to locate any demonstration of the percent transparency in the applicant’s submission. Staff recommends the Board ask the applicant to specifically enumerate the proposed glazing transparency for the proposed bank. (b) In non-residential uses, first story glazing shall have a minimum height of 7 vertical feet. Staff considers this criterion met. #SD-24-04 10 (c) For residential uses, first story glazing shall have a minimum height of 5 vertical feet. Staff considers this criterion met. (3) Dimensional Standards Height Minimum (Maximums per underlying zoning district) Glazing Features Setback from ROW Designated Primary Node 2 stories First stories: minimum of 60% glazing across the width of the building facade on primary street; 40% minimum glazing across width of the façade facing the secondary street. Must have significant architectural feature at corner of corner building. Minimum 20 feet Designated Secondary Node Appearance of two stories. Buildings with a GFA of less than 6,000 SF may be one story. First stories shall have a minimum of 60% glazing across the width of the building facade on primary street; 40% minimum glazing across width of the façade facing the secondary street. Must have significant architectural feature at corner of corner building. Minimum 20 feet All other properties No height minimums First stories shall have a minimum of 40% glazing across the width of the building facade Minimum 20 feet This property, and the street facing facades of all three buildings, are located within a secondary node. Height and setbacks are discussed above. Staff considers the remainder of these criteria met. (4) Building Stories, Heights, and Rooftop Apparatus. (a) Minimum stories of buildings within the Urban Design Overlay District are defined as per Article 2- Definitions and Section 8.06(F)(1) of these Regulations. (b) Section 8.06(G) of these regulations shall apply to rooftop elements of buildings within the Urban Design Overlay District. The applicant has provided plans indicating that the buildings are proposed to have rooftop mechanical equipment. Staff recommends the Board include a condition that the equipment shall be arranged so as to minimize visibility from any point at or below the roof level of the subject structures and screened with materials that are consistent with the materials of the building. prior to issuance of a zoning permit for construction. (5) Landscaping. Projects within the Urban Design Overlay District shall meet minimum landscaping requirements as per Section 13.04 of these Regulations. Projects are also subject to the following supplemental standards: (a) Landscaping which is required elsewhere in these Regulations to serve as a buffer between properties shall not count towards the minimum landscaping budget. This criterion refers to lots that are adjacent to residential zoning districts and is not applicable. #SD-24-04 11 (b) For lots with buildings which are set back 50 or more feet from the front lot line, at least 50% of the required landscaping shall be installed between the front building line and the front lot line. This criterion applies to the building on Lot 3, and is closely linked to the location of the project within an urban design node: Nodes. These regulations recognize that some areas of a corridor serve or will serve as important connections, gateways, or areas of activity. As such, a more urban form is desired and, where noted, required and permitted. Site design and buildings within designated nodes shall provide a welcoming and safe street presence for all users. Nodes are listed as ‘primary’ and ‘secondary’, and are mapped and regulated accordingly. Further, the regulations require the front of the building to face the street. (10.05D: Buildings on subject properties must have at least one entry facing the primary road in the corridor. Any such entry shall… serve architecturally as a principal entry. Front entries shall be a focal point of the front façade and shall be an easily recognizable feature of the building.) The applicant has demonstrated that 50% of the landscaping required on Lot 3 (based on the computation in 13.04G) has been provided between the building on Lot 3 and the street. E. Allowance for Increase Lot Coverage via supplemental On-Site Open/Civic Space or Transferable Development Rights. For parcels with land underlying the Urban Design Overlay District, the maximum lot coverage may be increased by up to ten (10) percentage points using one of the two methods described below. Such allowance shall apply only to the subject lot with land underlying the Urban Design Overlay District and not any adjacent lots and must be approved in conjunction with a site plan or Planned Unit Development for the subject lot. Example: For a lot in a zoning district where the maximum lot coverage as identified in Appendix C is 70%, the maximum lot coverage for said lot may be increased to 80%. The applicant is proposing a total lot coverage within the PUD of 74.9%, 4.9% over the maximum allowable. They are proposing to add additional on-site open/civic space using this allowance. (1) On-Site Open/Civic Space Option. The applicant shall demonstrate compliance with each of the following standards as part of any proposal to increase lot coverage under this subsection: (a) For each additional increment of lot coverage, an area on the site equal to thirty (30) percent of said increment shall be designated on the site plan for the subject parcel as one or more Snippets/Parklets and/or Pocket/Mini-Parks as enumerated in Article 11.B; The additional lot coverage is equal to 3,016 sq. ft. Therefore, the applicant must provide 905 additional sq. ft. of open space in a snippet/parklet or pocket/mini-park than is otherwise required in 14.06C. (b) The selected Open/Civic Space type(s) must comply with all requirements and guidelines for the applicable type in Article 11.B; (c) All elements of the applicable Open/Civic Space type shall be constructed prior to the issuance of a certificate of occupancy; (d) Where elements of such Open/Civic Space type are pre-existing, they may be used to qualify under this section; and, #SD-24-04 12 (e) Impervious areas within an approved Open/Civic Space shall not be considered lot coverage for the purposes of these Regulations. The applicant is proposing to create additional space in the snippet/parklet open space type, evaluated below under 14.06C. Phasing The applicant has proposed to construct the project in two phases. The first phase includes the bank building and the mixed use building (Lots 1 & 2). The second phase includes the multifamily building. not proposed any phasing. The applicant has provided a phasing plan showing the geographic extents of each phase and the site elements included in each. The have also provided an open space and landscaping calculation demonstrating that the required minimums for each are met on a phase by phase basis. The required site amenity is calculated as follows. Required Provided Phase 1 6,590 sf non-residential x 6% = 396 sf 3 units x 100 sf / unit = 300 sf 890 sf snippet Phase 2 27 units x 60 sf / unit = 1,620 sf 3,016 additional sf lot coverage in Urban Design Overlay = 905 sf 1,840 sf snippet 1,830 sf snippet Total 3,221 sf 4,560 sf Site amenity is met on a phase by phase basis. Landscaping Phasing The required landscaping is calculated as follows. Required Provided Phase 1 $51,500 $62,756 Phase 1 + 2 $123,500 $133,769 Provided landscaping includes hardscape elements of benches and sculptures. Landscaping value is met on a phase by phase basis. Bicycle Parking Phasing The required bicycle parking is calculated as follows. Required Long- Term Parking Provided Long-Term Parking Required Short-Term Parking Provided Short-Term Parking Phase 1 4 4 8 4 Phase 2 27 27 4 8 Total 31 31 12 12 Two of the long-term bicycle parking spaces in Phase 1 are located within an interior room within the proposed bank building. Users of the racks would have to pass through what appears to be the employee break room with their bicycles in order to use the racks. While the LDRs provide limited detail on the location of long-term bicycle parking, Staff considers the location to be less than ideal and considers a more accessible location would be one way the applicant could improve the project in light of the dimensional modifications the applicant is requesting as a PUD. #SD-24-04 13 4. Staff recommends the Board discuss and determine whether they will require improvements to the location of long term bicycle parking in the bank building. Bicycle racks serving lots 1 and 2 are located just beyond the Lots 1 and 2 property lines on Lot 3. The applicant has not made any waiver request for this. Since the project is proposed as a PUD, Staff considers off-site bicycle racks may count towards the required minimum. However, the bike racks serving Lots 1 and 2 (together comprising Phase 1) do not provide the minimum for those lots (8 spaces required, 4 provided). 5. Staff recommends the Board require the applicant to provide temporary short term bicycle parking for Phase 1 until such time as Phase 2 is complete. Any Board finding allowing such an alternative should provide a specific location for the temporary spaces. Residential Density and 18.01 Inclusionary Zoning 18.01B. Applicability (2) Covered Development. (a) Except as otherwise provided in this bylaw, the provisions of this section shall apply in the locations defined in Subsection (B)(1) (Applicability – Zoning Districts and Locations) to any development, notwithstanding any phasing of the development, that will result in the creation of twelve (12) or more total dwelling units through subdivision, Planned Unit Development, new construction, or the conversion of an existing structure or structures from non-residential to residential use. The proposed project is proposed to include 30 dwelling units. The project is therefore subject to the Inclusionary Zoning minimum requirements. C. Inclusionary Units (1) For covered development, at least fifteen percent (15%) of the total dwelling units offered for rent. Inclusionary Rental Units and at least ten percent (10%) of the total dwelling units offered for sale, including units offered for sale in fee simple, shared, condominium or cooperative ownership, shall be Inclusionary Ownership Units. Prior to or upon request for the Certificate of Occupancy the applicant shall notify the City whether the units will be Inclusionary Rental Units or Inclusionary Ownership Units so that the City, or its designee, may confirm that the offered rents or sales prices meet these requirements prior to issuance of the Certificate of Occupancy. In addition: The applicant is proposing to construct 30 rental units consisting of 1 one-bedroom unit and 29 two- bedroom units. The residential base zoning density for the C1-R15 zoning district allows for the construction of 20 units, given the acreage of the property in question (1.39 acres x 15 units per acre = 20.9 units). Of those 20 units, 15% must be inclusionary rental units, so 3 inclusionary rental units are required. The applicant therefore is permitted to construct 17 market-rate and 3 inclusionary rental units as per this section. Offsets and bonus provisions are discussed below. (2) Inclusionary units required under this section shall be: (a) Constructed on site, unless off-site construction is approved under Section 18.01(E)(1)(b) (Off-Site Construction). Ten inclusionary unit are proposed in the multifamily building on Lot 3. #SD-24-04 14 (b) Integrated into the overall project layout and similar in architectural style and outward appearance to market rate units in the proposed development. The inclusionary units are proposed to be integrated into a 27-unit building consisting of ten inclusionary units and seventeen market rate units. (iv) Inclusionary units may differ from market rate units with regard to both interior amenities and amount of Habitable Area. However, the minimum Habitable Area of inclusionary units shall be 450 square feet for studios, 650 square feet for 1-bedroom units, 900 square feet for 2-bedroom units and 1,200 square feet for three (3) or more bedrooms. If the average (mean) area of the Habitable Area of the market rate units is less than the minimum area required for the Habitable Area of inclusionary units, then the Habitable Area of the inclusionary units shall be no less than 90% of the average (mean) Habitable Area of the market rate units. 6. Staff is unable to locate information demonstrating compliance with this criterion in the applicant’s submission. Staff recommends the Board ask the applicant to provide information demonstrating the areas of the proposed inclusionary units. (vii) The average (mean) number of bedrooms in the inclusionary units shall be no fewer than the average number of bedrooms in the market rate units. For projects involving 50 or more dwelling units, the applicant shall provide a revised estimate to the Administrative Officer at each interval of 50 dwelling units; the revised estimate shall account for the differences in estimates vs. actuals for the units permitted to date and shall apply to inclusionary units for which the Administrative Officer has not issued a zoning permit. The applicant indicated all of the units in the 27-unit building will be 2-bedroom units. Staff considers this criterion met. F. Offset for Fulfillment of Inclusionary Unit Requirements (2) To offset an applicant’s fulfillment of this Section’s inclusionary unit requirement is an allotment of one additional dwelling unit for each required Inclusionary Rental Unit that is constructed. As per 18.01.C(1) above, the applicant is allowed to construct 20 units (17 market rate and 3 inclusionary). However, 18.01.F(2) allows one additional dwelling unit for each required inclusionary rental unit constructed. Since the applicant is required to construct 3 inclusionary units, they may build 3 additional market rate units as an offset for fulfilling the requirements of 18.01.C(1), for a total of 23 units (20 market rate and 3 inclusionary). G. Density Bonuses for Exceeding Inclusionary Housing Requirements (2) When an applicant voluntarily includes, in the base zoning density unit-maximum for the development, more than the number of inclusionary units required under Section 18.01(C)(1), then upon the applicant’s request, the development shall receive, in addition to the offset units, a density bonus. The density bonus shall be one dwelling unit for each voluntary Inclusionary Rental Unit and two dwelling units for each voluntary Inclusionary Ownership Unit, up to a maximum density of 50% more than the base maximum density permitted in the zoning district. Example (4): In a 40-unit rental housing development on a 10-acre plot in a R4 district, the developer is required to build six (6) inclusionary units. The developer shall receive an offset of six (6) market rate dwelling units, and the project now includes a total of 46 dwelling units. In #SD-24-04 15 order to receive approval for the maximum 50% density increase (which equates to a maximum of 14 additional units in this example since the offset units need to be accounted for), the developer includes an additional fourteen (14) inclusionary units in the base zoning density unit- maximum (40) for which the developer receives 14 bonus density units. In sum, the total project includes 60 units, 20 of which are inclusionary (33% of the units) and 40 of which are market rate (67% of the units). This section applies to applicants seeking bonus units, which are beyond the 3 offset units described in (F) above. Based on LDR 18.01G(2) and supported by Example (4), the applicant must include one inclusionary unit in the base zoning density unit-maximum for each bonus unit they wish to construct. Therefore in order to construct 30 units total (10 over the base), the applicant must provide in the 20 base (67% of the units) the three required inclusionary units and an additional 7 inclusionary units, for a total of 10 inclusionary units (33% of the units). Staff considers this criterion met. I. Administration and Compliance (1) Application Requirements. In addition to other submission requirements applicable to proposed projects specified within this bylaw, applications under this section shall include the following information: a) A site or subdivision plan that identifies the number, locations, types, and sizes of inclusionary units in relation to market rate units; This information is summarized above. b) Documentation supporting the allocation of inclusionary and market rate units, including inclusionary unit set aside calculations; This information is summarized above. c) A description of each unit’s type, floor area, number of bedrooms, estimated housing costs, and other data necessary to determine unit affordability; 7. In denied application SD-23-05, the applicant had indicated that the maximum monthly rent will be limited to one twelfth of 30% of the targeted HUD Area Median Income (80%) corresponding to two unit bedrooms. No such testament has been made here. Staff recommends the Board ask the applicant to clarify. Staff notes the computation of housing cost must include rent and utilities pursuant to 18.01D(1). d) A list of proposed options, if any, to be incorporated in the plan, as provided for under Subsection (E) (Developer Options) of this Article; No alternative compliance options have been proposed. e) Documentation regarding household income eligibility; The applicant has stated in their cover letter that the inclusionary rental units maximum monthly rent will be limited to one-twelfth of 30% of the targeted HUD Area Median income (80%) corresponding to the size of the specific unit as measured in number of bedrooms. f) Information regarding the long-term management of inclusionary units, including the responsible party or parties, as required to ensure continued affordability; #SD-24-04 16 8. Staff recommends the Board ask the applicant to describe the proposed long term management of the inclusionary units. g) Draft legal documents required under this section to ensure continued affordability; 9. No draft legal documents have been provided. Staff recommends the Board require the applicant to submit draft documents, and allow sufficient time for a brief review by Staff to confirm they generally cover the necessary subject areas, prior to closing the hearing. h) Construction timeline for both inclusionary and market rate units; and Staff considers that concurrent construction of the inclusionary units as part of the 27 unit building to be adequate. i) Other information as requested by the Administrative Officer to determine project compliance with inclusionary zoning requirements. Staff recommends the Board include a condition that additional reasonable information necessary to determine project compliance with inclusionary zoning requirements may be requested by the Administrative Officer prior to issuance of a zoning permit. C) PLANNED UNIT DEVELOPMENT 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; The property is located at the intersection of Shelburne Road and Swift Street in an area designated as “Balanced Mixed Residential and Commercial: High-Scale” on the Future Land Use Map in City Plan 2024. This land use type promotes pedestrian-scale, walkable, urban, mixed-use spaces that integrate well-landscaped public areas and amenities. Small commercial establishments should complement nearby residential uses and be at urban-scale density to promote use of the transit and active transportation systems. Specifically, Goal 79 states: “Support mixed-use development that realizes the vision of this Plan,” Action 129 states “Minimize overall demand for parking through design, regulations, and investments that foster pedestrian, bicycle, and transit use, and provide efficient, aesthetically pleasing shared parking options,” and Action 130 states “Focus infill and redevelopment in these areas and at a higher scale and urban level of density.” Staff considers this specific objective to be met. (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. Planned land use is balanced mixed residential & commercial high scale. (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. #SD-24-04 17 The applicant is proposing to extend the existing recreation path along Swift Street to Shelburne Road. Compatibility with that recreation path is discussed below. 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 plan, and any associated development agreements or conditions of master plan approval. All PUDs are subject to master plan review unless the DRB waives the requirement. The Board may waive this requirement for a PUD of less than four acres to be developed in a single phase of no more than three years. Staff recommends the Board waive master plan for this application. C. Compliance with Regulations. This standard is excerpted under Board Authority above as 15.C.04(C). In order to grant modification of a standard, the Board must find the development is equivalent or demonstrably superior in function, design, and quality to that required under the standard to be modified. D. Development Density. (1) Intent. A Planned Unit Development is intended to accommodate within a designated Development Area typically higher effective densities of development than the underlying zoning district may allow, as necessary to accommodate: (a) The clustering of development to conserve resources identified for protection; (b) A more efficient and cost-effective use of land, facilities, services, and infrastructure; (c) Densities that support a walkable, pedestrian-oriented pattern of development; or (d) Transit-supportive densities of development along existing and planned transit routes. Staff considers this criterion to be largely designed to apply to larger PUDs and not applicable here. (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. Buildable area, land use allocations, and building types are not relevant concepts for General PUD types. Dimensional standards are discussed above. (3) Buildable Area. As there are no identified natural resource constraints and no proposed public rights-of-way on the property, the buildable area is equal to the total land area. (4) Land Use Allocations. Not applicable. (5) Minimum (Base) Density. (6) Nonresidential Base Density. (7) Maximum Development Density. Minimum and maximum density are not applicable concepts for General PUD types; requirements of the underlying districts apply. #SD-24-04 18 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. The applicant has provided the required context analysis which has been used to evaluate compliance with this criterion. (a) The “Transition Area” for purposes of analysis, must at minimum incorporate the 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 applicant describes the prevalent development pattern by quadrant, with the residential neighborhoods to the south east having 1/4 to 1/3 acre lots with 25 – 30 ft setbacks, Swift Street having lots in the 0.5 to 1.5 acre range with 20 – 30 ft setbacks, and the commercial lots on Shelburne Road being varied in size with generally larger setbacks of 80 ft or greater. Building heights in the project vicinity vary from single story to two story, with some newer buildings on Swift Street from three to four stories tall. (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. #SD-24-04 19 (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 this criterion to be largely designed to apply to larger PUDs and not applicable here. Nonetheless, Staff considers the scale of the proposed development to largely complement the adjoining area, and considers no reservation of land for transitions to be necessary. Discussion of required cross-lot connections is included under LDR 13.02F below. 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. (1) Conditional uses allowed within the underlying zoning district shall be considered permitted uses within a PUD. Separate conditional use review and approval shall not be required. Not applicable. (2) Given the emphasis on compact, walkable forms of residential and mixed use development within a PUD, auto-oriented uses, building types, and facilities, including uses that require expansive onsite parking, are generally precluded from locating within a PUD, unless specifically designed to emphasize a pedestrian scale and orientation of development fronting on and accessed from the adjacent street, for example by locating shared parking facilities to the rear of the building, as accessed from a side street. New drive-through facilities are prohibited from locating within a PUD. Shared parking is provided, and as discussed above under Urban Design Overlay, the project broadly emphasizes a pedestrian scale and orientation. 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. Dimensional standards for a General PUD are those of the underlying zoning district. As described above, within a General PUD, the Board may modify dimensional standards as necessary to ensure the proposed development is compatible with the Development Context and to better advance the purposes of the underlying zoning district and/or the goals of the Comprehensive Plan. H. Street, Building, and Civic Space Types. Not applicable in General PUDs. 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. Renewable energy standards are described in LDR 3.18 and include the requirement for solar-ready roof design in accordance with the Vermont Residential Building Energy Standards (RBES) and Vermont Commercial Energy Standards (CBES). 3.18C(1)New commercial buildings subject to this Section for which a complete application is submitted following the date these Regulations become effective, shall be required to meet the #SD-24-04 20 standards of Appendix CA: – Solar-Ready Zone of the Commercial Building Energy Standards as prepared and revised by the Vermont Public Service Department. The applicant has provided rooftop plans demonstrated how the standards of Appendix CA will be met for the two smaller buildings. The City’s current regulations require installation of a solar array for buildings subject to Appendix CA of the CBES at the time a zoning permit is issued. 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 are discussed immediately below. 15.C.07 General PUD G. General PUD Dimensional Standards. General PUD dimensional standards are the underlying subdivision, site plan, zoning district, and applicable overlay district standards. This section of the LDR pertains to the DRB’s authority for modification of zoning district standards, and is excerpted at the beginning of this document under DRB authority. H. Development Density. (1) Development Density regulations and definitions included in Section 15.C.04(D) shall apply to General PUDs. (2) Development density within a General PUD is determined by maximum development density in the underlying zoning district, except as follows. (a) Density can be re-allocated within the PUD area within single zoning districts; (b) Additional density may be achieved through either or both Inclusionary Zoning and application of Transferrable Development Rights where specifically authorized by and as regulated by Section 18.01 or Article 19. Compliance with allowable density has already been discussed under 18.01 Inclusionary Zoning above. 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 15C.09(G)(4). Staff considers no additional discussion of this criterion to be necessary. (2) Streets. Not applicable (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). Parking design and location is discussed under 14.06A(2) below. #SD-24-04 21 (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). Buildings, and their compatibility with the context analysis, are discussed under 14.06B below. (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(B)(4)) and Site Plan (Section 14.06(4)). Civic spaces are discussed under 14.06C below. (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). 15.A.16(C)(4) only applies to lots over two acres in size. This criterion is not applicable. (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. (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. 10. Multifamily structures are provided. At sketch, the Board indicated they should provide a mix of bedroom counts, and indicated they would consider this criterion met if the applicant switched a number of the two bedroom units to one and three bedroom units. The applicant agreed to do this. However, with this submission, the applicant has not made any changes to the proposal and instead continues to propose 29 two bedroom units and one (1) one bedroom unit. Staff recommends the Board ask the applicant to confirm it was their intention to not make modifications to address the sketch plan comments of the Board. D) SITE PLAN REVIEW 14.06 General Review Standards Except within the City Center Form Based Code District, the following general criteria and 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. #SD-24-04 22 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. The setbacks along Shelburne Road are inconsistent with adjoining properties and inconsistent with planned development patterns (i.e., the 20-ft zoning district setback). However as noted above under dimensional standards, Staff considers the reduced front setback allows the project to better meet other applicable standards. (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. Staff considers the building orientation and placement to be consistent with the planned pattern of development. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. As discussed above under 15.C.04 PUD Standards Applicable to All PUD Types, Staff considers the scale of the proposed development to largely compliment the adjoining area. (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. Staff considers the proposed site configuration addresses this consideration. (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. Buildings are proposed to have flat roofs, and must comply with Appendix CA of the Commercial Energy Code pertaining to solar ready roofs. Staff considers this requirement adequately addresses this 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. Staff considers this criterion met. (b) Not applicable (c) Parking area width. Surface parking areas and affiliated drive aisles located to the side of buildings shall not exceed the width of building(s), Civic Spaces, and Site Amenities along any street frontage. This may be calculated separately or cumulatively for corner lots. Parking approved pursuant to 14.07(B)(2)(b) shall be exempt from this subsection. Staff considers this criterion met. (d) Not applicable #SD-24-04 23 (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. Height is discussed above under dimensional standards. Staff considers that the proposed building scale is compatible with planned development, but a single large building would also be compatible. 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. (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. No new streets are proposed. As described by the applicant, there is a mix of building types in the area defined by the context analysis, and buildings are generally oriented to the street, a pattern of development continued by this proposed development. Staff considers this consideration to be addressed. (b) Architectural Features. Respond to recurring or representative architectural features that define neighborhood character, without adhering to a particular architectural style. If the same architectural style as is proposed for Lots 1 or 2 were proposed for a single building on the whole PUD, for instance, Staff would consider it to be incompatible, but Staff considers the proposed buildings to have an appropriate level of architectural detail for their scale and to be consistent with the neighborhood. (c) Privacy. Limit impacts and intrusions to privacy on adjoining properties, including side and back yard areas through context sensitive design. In consideration for future redevelopment of the adjoining site, and in consideration of the fact that there is insufficient room to provide significant screening, the applicant has provided an east elevation that includes building bump outs and step backs as well as varied siding materials. Staff considers this consideration to be addressed. C. Site Amenity Requirement (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. #SD-24-04 24 The required site amenity is calculated as follows. 6,590 sf non-residential x 6% = 396 sf 27 units x 60 sf / unit = 1,620 sf 3 units x 100 sf / unit = 300 sf In addition, the proposed 3,016 sf lot coverage beyond the maximum allowable 70% requires an additional 905 sf of site amenity. Total required site amenity = 3,221 sf The applicant has proposed for the site amenities to be shared through the PUD. Site amenities are proposed to be along the west façade of the multifamily building (1,840 sf) between the building and the parking lot, along the north of the multifamily building (1,830 sf) and between the buildings on Lots 1 and 2 (890 sf). The latter site amenity is split between two lots. Site amenities total 4,560 sf. The site amenities are proposed to be of the type “snippet/parklet.” This type is a small sitting area clearly intended to provide a welcoming respite between or adjacent to buildings. It must be between 600 and 4,000 sf, directly adjacent to the public right of way or sidewalk or an operable building entry. Seating must be the main focus of the space, be present year-round, and be composed of high quality materials. Fixed seating is required. Landscaping is also a primary component of the space, and must be carefully landscaped in a higher proportion than larger spaces. Landscaping should not interfere with seating, but instead complement it. Spaces should appear warm and inviting and permanent rather than temporary. With respect to the northern space, Staff considers the space itself to not meet the landscaping requirement, but that it is nested within a heavily landscaped area. Staff considers the criteria met for all three spaces. 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. None of the resources identified in Article 12 exist on the site. B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These standards are contained in Article 13 and are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. The Board’s findings in SD-23-05 emphasized that the project should not create an attractive cut- through between Shelburne Road and Swift Street. No changes have been made, and Staff considers the proposed configuration supports this objective by visually screening the connection from view of Shelburne Road. Staff also supports the location of the Swift Street driveway on the far east of the site. The Director of Public Works and Deputy Director of Capital Projects reviewed the plans associated with SD-23-05 on 2/22/2023 and offer the following comments. No aspects of the plan affecting these comments have been changed. #SD-24-04 25 1. The Swift Street ROW is owned by the City of South Burlington. The applicant is reminded that they will need to obtain a ROW permit from the department of public works before completing any work in this ROW. 2. The Shelburne Road ROW is owned by the State of Vermont. The applicant is reminded that they will need to obtain a section 1111 permit from VTrans before completing any work in this ROW. The applicant has provided a copy of their correspondence with VTrans demonstrating that VTrans approves of the project concept, although they no longer issue formal letters of intent. 3. Please confirm that the City will have an easement for the sidewalk located on the north side of the property adjacent to the Swift St ROW. 4. Please provide more information on the crosswalk signal pole. It’s location appears to be in the middle of the sidewalk and it may need to get moved. 5. The DRB should include a condition that all EPSC measures be maintained and any soil tracked off site must be collected (swept up) at the end of each work day. 6. The radii on the driveway entrances are very large. Can it be confirmed that they need to be this wide or if entrances and radii can be tightened? 7. Where truncated domes are needed (particularly crossing Swift St), please ensure that they are large enough and placed according to PROWAG standards (See sections R305.1.4 and 305.2) Staff recommends the Board include the relevant conditions to ensure DPW comments are addressed. This criterion also references 15.A.15. Much of 15.A.14 pertains to the construction of streets, which are not applicable to this application. The applicable sections of 15.A.14 follow. 15.A.14 (D) Functional Capacity and Transit Oriented Development. The nearest signalized intersection or those intersections specified by the DRB shall have an overall level of service “D” or better, at the peak street hour, including the anticipated impact of the fully developed proposed PUD or subdivision. In addition, the level of service of each through movement on the major roadway shall have a level of service of “D” or better at full buildout. The applicant has not made any modifications to the traffic study submitted in conjunction with application #SD-23-05. The provided traffic study concludes that the project reduces pm peak hour trips compared to existing by 4, from 124 trips to 120 trips. The allowable trip generation for the subject property, in the traffic overlay district zone 1 is limited to 15 trips per 40,000 sf, or the previously approved trip generation as long as the proposed project does not exceed the trips generated by the previous approval. For this 60,700 sq ft PUD, the allowable trip generation is limited to 22 trips if the previously approved trip generation is exceeded. The Deputy Director of Capital Project reviewed the Traffic Impact Assessment on 2/22/2023 and provided comments. The applicant provided a revised traffic impact assessment dated March 23, 2023, upon review of which the Deputy Director of Capital Project indicated had addressed their comments. The project is located in the traffic overlay district zone 1, and is limited to 15 trips per 40,000 sf or the previously approved maximum if they are not proposing to exceed the previously approved maximum. The previously approved maximum is 124 PM peak hour vehicle trip ends, and the #SD-24-04 26 currently proposed is 120 trips. Staff recommends the Board approve the proposed 120 trip generation. 15.A.14(E) Access and Circulation. The applicant must demonstrate that the street network is arranged to meet applicable access management, traffic, and pedestrian circulation standards under these Regulations, including criteria for site plans under Article 14, Transect Zone Subdivisions under Article 9, or a type of Planned Unit Development under Article 15.C; and, for state highways, VTrans Access Management Program Guidelines in effect at the time of application. Unless otherwise specified under these regulations, the street network, including the location and arrangement of streets, must be designed to: (1)-(6) not applicable (7) Provide for safe access to abutting properties for motorists, cyclists, and pedestrians, including safe sight distances, access separation distances, and accommodations for high- accident locations. Staff considers this criterion met. (8) Align access point with existing intersections or curb cuts and consolidate existing access points or curb cuts within the subdivision, to the extent physically and functionally feasible. Though the applicant has not proposed to align the Swift Street curb cut with the curb cut on the north side of Swift Street, Staff considers the proposed configuration to be better than an aligned one due to the queue length on Swift Street and considers this criterion met. (9) Minimize vehicular access point (curb cuts) to abutting properties and building lots along pedestrian oriented street frontage; and provide, where feasible, shared vehicular access to frontage and other abutting building lots via rear alleys, side streets, service lanes, shared driveways, or rear cross connections between adjoining parcels. In addition to this criterion, 13.02F requires cross-lot connections between all commercial lots: “All commercial lots located adjacent to other commercial lots must provide a driveway connection to any adjacent commercial lot.” The applicant has provided a cross-lot connection to the south, but not to the east. The design of the property, with the multifamily building along the entire east property line, would preclude a viable cross lot connection to the east. Staff considers this criterion met. D. Transportation Demand Management (TDM) [reserved] E. Building Form. Development within the City Center Form Based Code District, the Urban Design Overlay District, and other districts with supplemental building form standards shall adhere to the standards contained therein. Urban design overlay standards are discussed above. 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. #SD-24-04 27 Staff considers no improvements to be necessary to Shelburne Road, a state highway. As noted above, Swift Street has an existing recreation path that ends near the eastern property line, which the applicant has proposed to extend to Shelburne Road. The applicant is proposing a road sign in the middle of the path. Staff recommends the Board include a condition requiring the applicant to work with the Department of Public Works to relocate this sign to an appropriate location prior to issuance of a zoning permit. 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. Cross lot connections have been discussed above. 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. The utility plan shows the potential electrical connection to each building and includes a transformer north of the building on Lot 1. The South Burlington Water District reviewed the plans associated with SD-23-05 and indicated the following comments. While these comments are extensive, Staff considers they do not affect the appearance of the project and are sufficiently specific that they can be included as conditions of approval. It is the responsibility of the contractor to be familiar with the CWD Specifications beyond what is included in this information. The Champlain Water District Specifications and Detail for the Installation of Water Lines and Appurtenances information can be found at www.champlainwater.org Plan Specific Comments Sheet C3-01. (See sheet C3-01) 1. The proposed eight-inch (8”) tee shall include a main line gate valve on either side of the new tee to be cut-in, secured to the tee with Foster Adapters; total three (3) eight-inch gate valves. This must be shown on the plans. The cut-in of this tee shall require a shutdown on the only line supplying the northern part of the City so must be scheduled for night work. At least three weeks’ notice must be provided to the SBWD so all affected customers can be notified in advance of the water service interruption. 2. Include a tracing wire box near tee per CWD Specifications. 3. A six-inch (6”) valve on the line supplying the Multi-family Residential 27DU building shall be secured to the hydrant tee. Add a tracing wire box to this tee, per CWD Specifications. 4. Place the 1.5” curb box inside a gate valve box top when located in concrete or asphalt surface areas. Include a minimum 1” paving riser. 5. Locate and abandon all three existing water services at the corporations. Close the corporations, disconnect the service lines, and wrap the service taps in V-Bio polyurethane. #SD-24-04 28 6. The services to all of the proposed buildings shall be copper and DI if petroleum infused soils are encountered. See VT Water Supply Rule requirements. 7. Install 6” gate valve on FS line to 27 DU Multifamily Residential building. Add tracing wire box per CWD Specifications. 8. See CWD Specifications for tracing wire requirements for all PVC water pipe. Sheet C8-04 1. Water Details must be those found in the CWD Specifications. The Department will not accept any pipe or material that is not in compliance with the CWD Specifications. There are too many discrepancies to list here between Sheet C8-04 Water Details and the CWD Specifications. I. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (ie, non-dumpster, non-large drum) shall not be required to be fenced or screened. Dumpsters are proposed to be enclosed in a stone veneer wall with a decorative steel gate. Staff considers this criterion met. E) SUPPLEMENTAL REGULATIONS 13.02 Off Street Parking and Loading The applicant is proposing 38 surface parking spaces and 27 garage parking spaces. For the proposed housing, the City is prohibited from requiring more than 30 parking spaces by Act 47. The applicant has proposed to reserve 11 spaces for commercial parking only during business hours. 13.02L pertains to reservation of non-residential parking spaces for single tenants or users. 13.02L. Reserved Parking Spaces. Reservation of non-residential parking spaces for single tenants or users is strongly discouraged. Reserved parking, and associated signage, shall be permitted only under the following circumstances: (1) To meet or exceed Federal ADA requirements (2) To provide a limited number of courtesy spaces for users (examples: 15-minute only, pick & drop off, seniors, expectant mothers) (3) To provide for electric vehicles, carpool spaces, car-share spaces, or other similar purposes (4) To provide a minimal number of spaces for a small commercial business where other residential or non-residential uses would otherwise dominate parking areas (5) Where the Development Review Board finds that other demonstrated unique circumstances exist that would require a limited number of reserved spaces. In such an instance, the Board shall permit only the minimum number necessary to address the unique circumstances. The Board previously approved the proposed 11 partially reserved spaces allowable under (4) above, provided the reservation is only during business hours. No changes are proposed, and Staff recommends the Board carry the approval forward. #SD-24-04 29 13.03 Bicycle Parking and Storage. The bicycle parking requirements are discussed under Phasing above. Staff recommends the Board include a condition requiring the applicant demonstrate the long term bike parking in the parking garage meet the lockable and secure requirements of 13.03 as a condition of approval prior to issuance of a zoning permit. 13.04 Landscaping, Screening & Street Trees 13.04G requires minimum landscaping based on the value of new structures. The applicant estimates the building cost to be $11,600,000, requiring $123,500 in new trees and shrubs. There are a number of landscaping standards pertaining to landscaping of parking lots, including the requirement for one shade tree per five parking spaces, 10% of parking areas consisting of interior landscaping islands, curbing to protect parking lot landscaping, and a minimum shade tree size of 2.5 inches. Additional landscaping standards not specific to parking lots require screening or buffering between dissimilar sites, of parking areas, of outdoor storage, and of utility cabinets. Front yards along collector streets are required to be landscaped, and a mix of large canopy tree species is required throughout. B. Landscaping of Parking Areas. (1) All off-street parking areas shall be landscaped around the perimeter of the lot with trees, shrubs and other plants. Perimeter planting shall be set back from the curb sufficiently to allow for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade and canopy for the parking lot. In some situations it may be necessary both for surveillance purposes and for the perception of safety to install the size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. Staff considers the parking area to be largely screened from view of the public right of way by the proposed buildings. (2) In all parking areas containing twenty-eight (28) or more contiguous parking spaces and/or in parking lots with more than a single circulation lane, at least ten percent (10%) of the interior of the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such requirement shall not apply to structured parking or below-ground parking. 11. The applicant has not provided any information demonstrating whether this criterion is met. Typically applicants provide an exhibit showing the area of the parking (which includes drive aisles adjacent to parking spaces) and the area of landscape planting islands contained therein. Staff recommends the Board provide the applicant the opportunity to provide this information prior to closing the hearing. a. All interior and perimeter planting shall be protected by curbing unless specifically designed as a collection and treatment area for management of stormwater runoff as per 13.04(B)(5)(c) below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) square feet. Large islands are encouraged. This criterion is met. b. Landscaping Requirements #SD-24-04 30 (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt-tolerant. Staff considers this criterion met. (b) At least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a minimum of thirty (30) feet apart. 38 surface parking spaces are provided, requiring 8 shade trees. More than 8 shade trees are provided. Staff considers this criterion met. (c) Trees shall have a caliper equal to or greater than two and one-half (2 ½) inches when measured on the tree stem, six (6) inches above the root ball. Staff considers this criterion met. (d) Where more than ten (10) trees are installed, a mix of species is encouraged; the species should be grouped or located in a manner that reinforces the design and layout of the parking lot and the site. Staff considers this criterion met. (7) Snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. Snow storage is not shown. The applicant has provided the following statement as it pertains to snow storage. Snow will be stored onsite in landscape beds and green spaces where feasible. Snow that cannot be stored onsite will be removed from the site. 12. Typically, the Board requires snow storage to be located in a manner in which sensitive vegetation is protected from impacts of deicing chemicals and the weight of excess snow. Staff recommends the Board consider whether the provided statement is adequate or whether they will require snow storage areas be specifically shown on the plan. 13.05 Stormwater Management Stormwater standards apply when one-half acre or more of impervious surface exists or is proposed to exist, and where 5,000 sf of impervious is created or reconstructed. The City Stormwater Section reviewed and provided comments on the plans associated with SD-23-05, which the applicant addressed. The total impervious cover for the current application is reduced over that in the previous application. 13.07 Exterior Lighting Lighting requirements are summarized as follows. (1) Fixtures must be downcast and shielded; #SD-24-04 31 (2) Illumination must be evenly distributed; (3) Fixtures must be placed to minimize lighting from becoming a nuisance; (4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural material, with a decorative surface or finish; (5) Poles & building mounted fixtures may be no higher than 30-ft; and, (6) Poles must be located in safe locations. Specific requirements for maximum illumination levels are included in Appendix A and are limited to 3 footcandles average at ground level and 0.3 footcandles at the property line. The applicant has provided a photometric drawing. Slightly greater than 0.3 footcandles is provided at the northern property line, but given the presence of a recreation path in this location, Staff recommends the Board allow the proposed lighting as a modification. 13. The Board in their decision on SD-23-05 directed the applicant to reduce illumination levels over the south property line to 0.3 footcandles maximum and at the east entrance to the bank to no more than 8 to 10 footcandles. While this application has lower numbers, they do not adhere to the specific conditions established in SD-23-05. Staff recommends the Board direct the applicant to meet those requirements. RECOMMENDATION Staff recommends the Board work with the applicant to address the issues identified herein. 760 & 764 SHELBURNE RD. & 31 SWIFT ST. SOUTH BURLINGTON, VT SHELBURNE & SWIFT Engineer & Landscape Architect: TRUDELL CONSULTING ENGINEERS (TCE) 478 BLAIR PARK ROAD WILLISTON, VT 05495 (802) 879-6331 Owner/Applicant: GARY BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 (508) 735-4970 DRAWING INDEX Architect: RABIDEAU ARCHITECTS 550 HINESBURG ROAD SUITE 101 SOUTH BURLINGTON, VT 05403 PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO REDEVELOP THE FORMER GAS STATION AND RESTAURANT SITE AND CONSTRUCT A MULTI-UNIT RESIDENTIAL BUILDING, COMMERCIAL AND FINANCIAL INSTITUTION SPACES. THE PROJECT WILL UTILIZE MUNICIPAL WATER AND SEWER. " LOCAL PERMITTING" SUBMISSION SET (NOT FOR CONSTRUCTION) TCE PROJECT NO: 22-523 03/01/2024 ISSUED FOR PERMITTINGLAST REVISED: USE AND INTERPRETATION OF THE DRAWINGS BEFORE USING THESE PLANS ENSURE THAT YOU HAVE THE LATEST REVISION 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. If unsure, please contact TCE. PERMIT DESCRIPTION: PRELIMINARY & FINAL PLAT TAX ID: PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION C0-00 Cover C1-00 Legend & Notes C1-01 Existing Conditions Plan C1-02 Demolition & EPSC Plan C2-00 Overall Site Plan C2-01 Layout & Materials C2-02 Grading Plan C3-01 Utility Plan C4-01 Existing Stormwater Plan C4-02 Proposed Stormwater Plan C8-01 Site Details C8-02 Site Details C8-03 Site Details C8-04 Water Details C8-05 Sanitary Details C8-06 Storm Details C8-07 Storm Details C8-08 EPSC Details C8-09 EPSC Handbook Page 1 C8-10 EPSC Handbook Page 2 LA-1.0 Landscape Plan LA-2.0 Landscape Details LA-2.1 Site Details S1-01 Plat LI-01 Lighting Plan No. 8917 CIVIL JENNIF E R ANN DESA UT E L S ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER LICE N S E D C2-03 Phasing Plan C3-02 Utility Crossings Plan Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. LEGEND PROPOSEDEXISTING STREAM TRAIL PROPERTY LINE EASEMENTS SETBACKS WETLAND LIMIT FENCE TREE LINE CLEANOUT (CO) CATCH BASIN (CB) GUARD RAIL VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL END CAP BLOWOFF UTILITY POLE LUMINAIRE BOLLARD LIGHT IRON PIPE STEEL REBAR IRON PIN (IP) CALCULATED POINT SOIL BORING BENCHMARK CONCRETE MONUMENT STONEWALL OVERHEAD UTILITY SEWER FORCEMAIN STORM DRAINAGE CURTAIN DRAIN UNDERDRAIN ROOF DRAIN FOOTING DRAIN REMOVED/ABANDONED PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS OBSERVATION WELL PERCOLATION TEST SOIL TEST PIT TO BE SETFOUND SET RECORD DRAWING REQUIREMENTS: 1.A CLEAN SET OF UP TO DATE RECORD DRAWINGS IS TO BE AVAILABLE FOR REVIEW ON SITE AT ALL TIMES. FOR JOBS LASTING MORE THAN 4 WEEKS A REVIEW OF THE RECORD DRAWINGS WILL BE DONE BY THE ENGINEER EVERY 2 WEEKS AND COMMENTS OR DEFICIENCIES MAY BE PROVIDED. 2.TIES TO ALL BENDS, VALVES, JOINTS, CONNECTIONS AND DESIGN FEATURES SHALL BE PROVIDED. TIES SHALL BE PULLED FROM EASILY LOCATABLE PERMANENT ABOVE GROUND FEATURES THAT ARE VISIBLE YEAR AROUND SUCH AS BUILDING CORNERS, HYDRANTS, SEWER AND STORM DRAIN COVERS THAT WILL BE CLEARED IN WINTER, UTILITY POLES, ETC. REFRAIN FROM PROVIDING TIES WITH ACUTE ANGLES. TIES SHOULD BE PULLED AT ANGLES AS CLOSE TO 90 DEGREES AS POSSIBLE. TIES WITH ANGLES TOO ACUTE MAY BE REJECTED. 3.RECORD INFORMATION NEEDS TO BE PROVIDED ON THE APPROPRIATE DESIGN PLANS ON A WEEKLY BASIS. RECORD INFORMATION REGARDING TCE DESIGN ITEMS PLACED ON INAPPROPRIATE DESIGN PLANS WILL NOT BE ACCEPTED. 4.TCE WILL ACCEPT ELECTRONIC RECORD COORDINATE INFORMATION, REFERENCED TO THE PROJECT DATUM. ELECTRONIC DATA SHALL BE COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG). 5.IF ENGINEERING SERVICES FOR BI-WEEKLY REVIEW OF RECORD INFORMATION HAVE NOT BEEN OBTAINED FOR THE PROJECT ALL RECORD INFORMATION FOR TCE DESIGN ITEMS SHALL BE PROVIDED TO TCE WITHIN 7 BUSINESS DAYS OF THE COMPLETION OF THE WORK. 6.PLANS SUBMITTED AT THE END OF THE PROJECT SHALL BE REVIEWED FOR COMPLETENESS. ALL REQUIREMENTS LISTED ABOVE APPLY. 7.IF DESIGN FEATURES WERE INSTALLED EXACTLY PER THE DESIGN PLANS TIES TO THE FEATURE ARE STILL REQUIRED TO BE PROVIDED BY THE CONTRACTOR FOR THE OWNERS USE. ANY FEATURE NOT INDICATED AS DIFFERENT IN RED WILL BE CONSIDERED TO BE EXACTLY PER DESIGN. 8.RECORD INFORMATION SHALL INCLUDE BOTH VERTICAL AND HORIZONTAL LOCATIONS. THIS INCLUDES BUT IS NOT LIMITED TO FINISHED FLOOR ELEVATIONS, RIMS AND INVERTS OF STRUCTURES AND PIPING, INVERTS AT CROSSINGS, ETC. 9.ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE PLANS SHALL BE ADDED TO THE PLANS WITH APPROPRIATE TIES. 10.TIES SHALL INCLUDE ALL UTILITIES INSTALLED BY CONTRACTOR WHICH INCLUDE BUT ARE NOT LIMITED TO SEWER, WATER, STORM, ELECTRIC, CABLE, TELEPHONE, GAS, ETC. 11.RECORD DRAWINGS SHALL BE SUPPLIED ON BOTH HARD COPY AND ELECTRONIC DATA. ELECTRONIC DATA SHALL BE COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG). 12.THE CONTRACTOR SHALL SUBMIT ON A WEEKLY BASIS PROJECT PHOTOGRAPHS. THE INFORMATION WILL BE SUBMITTED TO THE ENGINEER IN ELECTRONIC FORMAT WITH EACH PICTURE BEING LABELED BY DATE, LOCATION AND ACTIVITY. AT A MINIMUM THE CONTRACTOR WILL SUBMIT PICTURES OF ALL THRUST BLOCKS, CONNECTIONS TO EXISTING FACILITIES AND STRUCTURES BEFORE AND AFTER BACKFILL. PROVIDE AUXILIARY LIGHTING AS REQUIRED TO PRODUCE CLEAR, WELL-LIT PHOTOGRAPHS WITHOUT OBSCURING SHADOWS. THE CONTRACTOR SHALL MAINTAIN ONE CHECK SET OF PHOTOGRAPHS AT THE SITE FOR REFERENCE. UPON REQUEST THE CONTRACTOR SHALL PROVIDE PICTURES OF VARIOUS AREAS DEEMED NECESSARY BY THE ENGINEER OR OWNER. 13.CERTIFICATIONS BY THE ENGINEER AND SUCCESSFUL TEST RESULTS DO NOT RELIEVE THE CONTRACTOR OF FULL COMPLIANCE WITH THE DESIGN PLANS, SPECIFICATIONS AND PERMITS SHOULD A DEFICIENCY BE DISCOVERED AFTER SAID CERTIFICATION OR TESTING. SPECIAL NOTE: FOR CLARITY, ALL ORIGINAL COLOR SHEETS MUST BE REPRODUCED IN COLOR CONSTRUCTION PHASE: LISTED BELOW IS A BRIEF SUMMARY OF CONSTRUCTION PHASE REQUIREMENTS. THIS LIST IS NOT INTENDED TO BE ALL-INCLUSIVE. CONSTRUCTION SPECIFICATIONS, PERMIT REQUIREMENTS AND SUBSEQUENT CONTRACTUAL AGREEMENTS FROM PARTIES INVOLVED SHALL PREVAIL. PRE-CONSTRUCTION ·OWNER TO ESTABLISH SCOPE OF SERVICES WITH PROJECT ENGINEER(S) ·OWNER TO IDENTIFY WORK SCOPE AND SCHEDULE ·UPON OWNER REQUEST, ENGINEER WILL ASSIST WITH CONTRACTOR BID AND SELECTION PROCESS ·ENGINEER TO FINALIZE PLANS FOR CONSTRUCTION READINESS INCLUDING SPECIFICATIONS ·MEETING BETWEEN OWNER, ENGINEER(S), CONTRACTOR(S), ARCHITECT(S), REGULATORY AUTHORITIES AND OTHER PERTINENT PARTIES TO REVIEW AND DISCUSS THE WORK PRE-CONSTRUCTION MEETING ·CONTRACTOR TO IDENTIFY SUPERINTENDENT WITH AUTHORITY TO MAKE DECISIONS ·CONTRACTOR TO IDENTIFY SUBCONTRACTORS ·CONTRACTOR TO ESTABLISH SCHEDULE ·CONTRACTOR TO DESIGNATE RESPONSIBLE PERSONNEL ·CONTRACTOR TO CONFIRM PROCEDURE FOR RFI'S, CHANGE ORDERS, EXTRAS AND PAY REQUESTS ·CONTRACTOR TO SUBMIT SHOP DRAWINGS ·CONTRACTOR TO OUTLINE SAFETY, SECURITY, AND WORKING HOURS ·CONTRACTOR OR OWNER TO IDENTIFY TESTING COMPANY CONSTRUCTION PHASE ·INITIAL CONTROL SUPPLIED BY OWNER AND CONTRACTOR RESPONSIBLE FOR LAYOUT ·PROJECT ENGINEER TO ESTABLISH BENCHMARK AND IN SOME CASES INITIAL SITE LAYOUT ·DISCUSS RESTRICTIONS SUCH AS, BUT NOT LIMITED TO, WETLANDS OR TREE LINE ·REVIEW EXISTING AND REQUIRED PERMITS ·DIGSAFE AND PERMIT NUMBER ·ADDITIONAL UNDERGROUND LAYOUT BY PRIVATE COMPANY ·DISCUSS EROSION CONTROL ·OWNER TO PROVIDE PROJECT ENGINEER TO OBSERVE CONSTRUCTION PERIODICALLY, DURING CRITICAL PHASES AND TESTING ·WEEKLY JOB MEETINGS DURING CONSTRUCTION UNLESS INDICATED OTHERWISE. ·OWNER TO PROVIDE PROJECT ENGINEER TO REVIEW AND DISCUSS PLANS, ANSWER QUESTIONS, RESPOND TO CHANGES, APPROVE SUBMITTALS, AND OTHER BUSINESS COMMON TO CONSTRUCTION SERVICES. ·ENGINEER TO OBSERVE TESTING AND COLLECT RESULTS ·OWNER AND CONTRACTOR TO COMPLY WITH PERMITS ·CONTRACTOR CERTIFICATION (PROVIDED BY CONTRACTOR) ·PICTURE AND RECORD DRAWINGS (PROVIDED BY CONTRACTOR) PAVED DRIVE OR ROAD WITH CURB SEWER MAINS AND SERVICES WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MARBLE OR STONE MONUMENT TCE CONTROL POINT MAG NAIL TCE CONTROL POINT STEEL REBAR MTC OR TRANSFORMER OUTLET OR END SECTION ØØØØ S S èèèè 124 FM W CD UD RD FD G OH UG SB SB 124 W D CD UD RD FD G OH UG SB SB ØØØØØØ S S S S S FM FM FM W W W W D D D D CD CD CD UD UD UD RD RD RD FD FD FD G G G G OH OH OH UG UG UG FM D Legend & Notes C1-00 03/01/2024 -- 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT LEGEND NOTE: SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY. ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS.   SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE WELL CONE / WASTEWATER CONE OF INFLUENCE SIGN P- XXMIN./IN. SURVEY CANOPY LIGHT FLOOD OR WALL LIGHT W YARD DRAIN (YD)Y GAS OR ELECTRICAL METER PARCEL ID: 1540-00760 SPAN: 600-188-10694 18" TP- WETLAND BUFFER CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER: 1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC. 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM. 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. 9.CONTAMINATED SOILS NOTES: CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 10.THE PROJECT SHALL BE ADA COMPLIANT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING ON ADA COMPLIANT AREA PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 12.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS, LOCAL PUBLIC WORKS STANDARDS AND ALL CONSTRUCTION SAFETY REGULATIONS. 13.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 14.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM(S) IN QUESTION. 15.SEWER LATERAL CONNECTIONS ARE SOMETIMES NOT SHOWN FOR CLARITY. CONTRACTOR TO CONSULT WITH ENGINEER AND SUPPLY BENDS, CLEANOUTS, ETC. AS NECESSARY TO FACILITATE PROPER CONNECTION BETWEEN FOUNDATION WALL AND SEWER MAIN LINE. 16.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL RELEVANT PARTIES (INCLUDING, BUT NOT LIMITED TO OWNER, ARCHITECT AND UTILITY COMPANIES) TO DETERMINE FINAL LAYOUT AND DESIGN. 17.DESIGN AND CONSTRUCTION OF PEDESTRIAN WALKS, RAMPS AND DECKS BETWEEN BUILDINGS AND PARKING LOTS IS PROVIDED BY THE ARCHITECT AND INCORPORATED INTO THE BUILDING DESIGN, UNLESS INDICATED OTHERWISE. 18.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE. 19.ROOF DOWNSPOUT CAN CONNECT TO ROOF DRAIN MANIFOLD (RD) AS DETERMINED BY ARCHITECT AND OWNER. THIS CONNECTION PIPE IS INCLUDED AS PART OF THE DESIGN PLAN BUT NOT SHOWN TO ALLOW FLEXIBILITY IN LOCATION AS NEEDED. 20.THRUST BLOCKS FOR PRESSURE LINES ARE NOT SHOWN FOR CLARITY PURPOSES. PROVIDE THRUST BLOCKS AT ALL BENDS, TEE AND REDUCES. PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. 21.WATER MAIN OPERATED AT HIGH PRESSURE. ALL BUILDINGS SHALL CONFIRM STATIC INTAKE PRESSURE AND PROVIDE PRESSURE-REDUCING VALVES AS DEEMED APPROPRIATE BY THE MECHANICAL ENGINEER (OR ARCHITECT.) 22.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER. 23.FOOTING DRAINS AROUND BUILDING MAY BE SHOWN BY OTHERS (BECAUSE IT IS WITHIN THE 5' ZONE AROUND BUILDING). FOOTING DRAINS AND PIPE TO DAYLIGHT SHALL BE INCLUDED EVEN IF NOT SHOWN. DAYLIGHT PIPE LOCATION TO SWALE MAY NOT BE CRITICAL SO LONG AS IT DOES NOT CREATE ANY CONFLICT WITH OTHER UTILITIES, OR IMPACT ENVIRONMENTALLY SENSITIVE AREAS SUCH AS WETLANDS. 24.SEWER CONNECTIONS TO EXISTING MANHOLES SHALL INCLUDE WATERTIGHT CONNECTIONS, REFORMING INVERT TO PROVIDE SMOOTH FLOW STREAM AND TESTING TO ENSURE STRUCTURE IS WATERTIGHT. IF AN EXISTING MANHOLE IS FOUND NOT TO BE WATERTIGHT IT SHALL BE EXPOSED AND REPAIRED ON THE OUTSIDE. PRIOR TO CONNECTING TO EXISTING MANHOLES, SUBMIT SHOP DRAWINGS ON CORE LOCATION, ANY REQUIRED PIPING (FOR DROP MANHOLES) AND CHANGES TO INVERT FORM. 25.FINAL RIMS OF SEWER MANHOLES AND WATER VALVES SHALL BE CONFIRMED AND COORDINATED WITH FINAL SITE GRADING. MINOR ADJUSTMENTS FROM DESIGN GRADES MAY BE REQUIRED BY OWNER OR ENGINEER AND SHALL BE INCLUDED. 26.ROCK REMOVAL WORK FOR BOULDERS UNDER 2.5 CUBIC YARDS IS INCLUDED AS PART OF EXCAVATION. ANY ROCK REMOVAL FOR 2.5 CUBIC YARDS OR GREATER SHALL BE TREATED AS LEDGE REMOVAL. THIS SHOULD BE REVIEWED AND AGREED UPON BY OWNER PRIOR TO CONDUCTING ROCK REMOVAL. 27.THE GENERAL CONTRACTOR IS REQUIRED TO CONFORM TO THE STRICTEST INTERPRETATION OF THE CONTRACT DRAWING, SPECIFICATION, PERMITS AND CONSTRUCTION CONTRACT. ALL EARTH MATERIAL RECEIVED OR DISPOSED FROM OUTSIDE SOURCES SHALL COMPLY WITH APPLICABLE PERMITS AND REGULATIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE CONTRACTOR'S CERTIFICATION STATEMENT OF COMPLIANCE AND COPIES OF RELEVANT PERMITS FOR OUTSIDE SOURCES. 28.CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. THIS SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL TESTING, COMPACTION TESTING, SIEVE ANALYSIS, CONCRETE TESTING, ASPHALT PENETRATION TESTING, BACTERIOLOGICAL TESTING FOR WATER AND OTHER TESTING AS PART OF STANDARD PRACTICE FOR A CONSTRUCTION PROJECT OF THIS NATURE, UNLESS INDICATED OTHERWISE AND APPROVED BY THE OWNER. CONSTRUCTION READY PLAN: ONCE THE PLANS ARE FULLY PERMITTED, CONTACT THE ENGINEER TO PREPARE CONSTRUCTION READY PLANS. UPDATES INCLUDE BUT ARE NOT LIMITED TO MORE SPECIFIC SITE DETAIL, COORDINATION WITH THE OWNER, COORDINATION WITH OTHER DISCIPLINES, COORDINATE WITH UTILITY COMPANIES, FINISHED SPOT GRADES AN OTHER PERTINENT INFORMATION TO ASSIST WITH THE CONSTRUCTION PHASE. S S UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UPUPUPUPUP UP UP RIM = 207.51 D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 1 0 ' N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D WASTE OIL TANK TRANSFORMER ON CONCRETE PAD D D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W GAS METER G G G G G G UP UP UP UP UP UP UP UG UG UG UG UPUPUPUP UP UP UPUP W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGNUTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 GRANITE CURB Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Conditions Plan C1-01 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF 9/20/21 FIELDWORK PERFORMED BY LAMOUREAUX & DICKINSON. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R10 WAS EMPLOYED FOR THESE OBSERVATIONS. 4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET). 5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL 1-888-DIG SAFE (344-7233) OR CALL 811. 6.PERIMETER BOUNDARIES SHOWN HEREON STRICTLY FROM TAX MAP INFORMATION ONLY, THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY. 7.EXISTING CONDITIONS PLAN IS BASED ON INFORMATION PROVIDED BY LAMOUREAUX & DICKINSON TITLED "S-1 EXISTING CONDITIONS SITE PLAN" DATED 9-10-21. PROJECT LOCATION LEGEND EXISTING PROPERTY LINE EASEMENTS TREE LINE CATCH BASIN (CB) VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL UTILITY POLE BENCHMARK OVERHEAD UTILITY STORM DRAINAGE PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS PAVED DRIVE OR ROAD WITH CURB WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MTC OR TRANSFORMER OUTLET OR END SECTION S 124 FM W G OH UG D TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE SIGN GAS OR ELECTRICAL METER SEWER FORCEMAIN SEWER MAINS AND SERVICES SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) CLEANOUT (CO) PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: ,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% SSSSSSSS UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UPUPUPUPUP UP UP RIM = 207.51 D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D D D WASTE OIL TANK TRANSFORMER ON CONCRETE PAD D D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W GAS METER SC E SCE SCE ALL OVERHEAD UTILITIES TO BE REMOVED ALL EXISTING UNDERGROUND UTILITIES TO BE REMOVED G G G G G G G G G G G G G G G G G G G G UP UP UP UP UP UP UP UG UG UG UG UPUPUPUP UP UP UPUP W W W W W W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS ALL EXISTING TREES AND VEGETATION TO BE REMOVED B B B B SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 LIGHT TO REMAIN AND BE PROTECTED LIGHT TO REMAIN AND BE PROTECTED LIGHT TO BE REMOVED GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGNUTILITY COVER SILT FENCE TO TERMINATE AT EDGE OF CONSTRUCTION ENTRANCES SOIL STOCKPILE (TYP.) LOCATION SHOWN FOR ILLUSTRATIVE PURPOSES AND SUBJECT TO CHANGE DURING CONSTRUCTION EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED SILT FENCE TO BE INSTALLED AROUND PERIMETER OF PROJECT SITE CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 TO BE REMOVED SILT FENCE TO BE INSTALLED PRIOR TO PAVEMENT DEMOLITION PROVIDE INLET PROTECTION AROUND ON SITE CATCH BASINS (TYP.) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) TO BE REPLACED TO BE REMOVED CHAINLINK CONSTRUCTION FENCE TO BE INSTALLED AROUND PERIMETER OF SITE AT PROPERTY LINE PRIOR TO COMMENCEMENT OF DEMOLITION STABILIZED CONSTRUCTION ENTRANCE 24' WIDE X 30' LONG MINIMUM CONSTRUCTION ENTRANCE (TYP.) RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 TO BE REMOVED TO BE REMOVED GRANITE CURB TO BE REMOVED, STOCKPILED, AND EVALUATED FOR REUSE AS APPROPRIATE ASPHALT CUT, TYP. LIGHT TO BE REMOVED Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Demolition & EPSC Plan C1-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT REMOVAL NOTES: 1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 2.CONTRACTOR SHALL COORDINATE WITH THE OWNER/OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL, AND ANY OTHER APPLICABLE REGULATIONS. 2.DEMOLITION SHALL OCCUR AFTER IMPLEMENTATION OF EROSION CONTROL MEASURES IN ACCORDANCE WITH APPLICABLE STATE PERMITS AND EROSION CONTROL PLANS. 3.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH AND INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 4.IF DISCREPANCIES EXIST BETWEEN THE PLANS AND SITE CONDITIONS, CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR OWNERS REPRESENTATIVE FOR CLARIFICATION. 5.IN SOME CASES ABANDONED UTILITIES CAN REMAIN AT THE ENGINEER OR OWNER'S DISCRETION. 6.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE. 7.TREE, SHRUB, AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF THE ENTIRE ROOT SYSTEM AND SATISFACTORY OFF SITE DISPOSAL OF ALL TREE, SHRUBS, STUMPS, VEGETATION, AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 8.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE. GAS STATION REMOVAL NOTES 1.ALL DEMOLITION AND REMOVAL OF EXISTING FEATURES ASSOCIATED WITH THE PRIOR GAS STATION USE SHALL ADHERE TO VT ENVIRONMENTAL REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ENGINEER REGARDING REQUIRED ENVIRONMENTAL APPROVALS PRIOR TO DEMOLITION. SITE PROTECTION NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACTOR OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVES UNLESS OTHERWISE NOTED. 3.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 4.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH VT SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. SITE PREPARATION NOTES: 1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY EARTHWORK OR EXCAVATION. 2.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH THE ENGINEER, LANDSCAPE ARCHITECT, AND/OR OWNER/OWNERS REPRESENTATIVE TO REVIEW THE PROJECT PLANS AND CONSTRUCTION SCHEDULE. 3.ALL EROSION PROTECTION & SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSBSB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP SSSSSSSS CROSSWALK SIGNAL POLE LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 15 7 15 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 GARAGE ENTRANCE D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 1 1,840 SF SITE AMENITY SPACE (SNIPPET PARK) 890 SF SITE AMENITY SPACE (SNIPPET PARK) DEDICATED PARKING FOR COMMERCIAL USES ONLY DURING BUSINESS HOURS 1,830 SF SITE AMENITY SPACE (SNIPPET PARK) RAISED CROSSWALK, TYP. RAISED CROSSWALK, TYP. PROPOSED BIORETENTION BASIN, TYP. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Overall Site Plan C2-00 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:30 FT (COMMERCIAL 1) FRONT YARD:10 FT (PROPOSED PUD) SIDE YARD:10 FT REAR YARD:30 FT - N/A - CORNER LOT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC OR 37.1% BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% LOT INFORMATION: TAX MAP NO. 1540-00760 BOURNE GARY J, V. 188 P 137-8 17,553 SF / 0.42 AC TAX MAP NO. 0700-00031 BOURNE GARY V. 326 P 50-2 16,575 SF / 0.40 AC TAX MAP NO. 1540-00764 764 SHELBURNE RD LLC, C/O GARY BOURNE V. 1035 P 233-4 26,572 SF / 0.61 AC PROPOSED - INDIVIDUAL LOTS 760 SHELBURNE ROAD LOT SIZE: 8,054 SF / 0.18 AC BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6% TOTAL LOT COVERAGE: 5,137 SF / 0.12 AC OR 63.8% FRONT YARD: SHELBURNE RD: 346 SF / 0.007 AC OR 37.7% SWIFT ST: 166 SF / 0.004 AC OR 21.8% 764 SHELBURNE ROAD LOT SIZE: 6,287 SF / 0.14 AC BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5% TOTAL LOT COVERAGE: 5,262 SF / 0.12 AC OR 83.7% FRONT YARD (SHELBURNE): 324 SF / 0.007 AC OR 36.4% 31 SWIFT STREET LOT SIZE: 46,359 SF / 1.06 AC BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9% TOTAL LOT COVERAGE: 35,107 SF / 0.81 AC OR 75.7% FRONT YARD: SHELBURNE RD: 196 SF / 0.004 AC OR 45.6% SWIFT ST: 1,151 SF / 0.03 AC OR 66.3% PARKING:38 SURFACE SPACES 27 GARAGE SPACES TOTAL:65 SPACES PROPOSED - OVERALL PUD 760 SHELBURNE ROAD PUD AREA: 60,700 SF / 1.39 AC BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4% OVERALL COVERAGE: ±45,506 SF / 1.04 AC OR 74.9% FRONT YARD: SHELBURNE RD: ±866 SF / 0.02 AC OR 39.0% SWIFT ST: ±1,317 SF / 0.03 AC OR 52.7% SNOW STORAGE NOTE: SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE WILL BE REMOVED FROM THE SITE. LOT 1: LOT 2: LOT 3: D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 21 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS CROSSWALK SIGNAL POLE UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 2 1 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP (8) BIKE SPACES ENCLOSED DUMPSTERPROPOSED 12' WIDE CROSS LOT CONNECTION DROP OFF AREA w/VEHICULAR PAVERS MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL STORMWATER TREATMENT STRUCTURE (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK WALL (TYP.) FLUSH CURB (TYP.) WOODEN CURVED BACKLESS BENCH (TYP.) STAMPED CONCRETE PAVEMENT 2' BRICK PAVING CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS BOTH SIDES (TYP.) FLUSH CURB (TYP.) ADA SPACE w/VEHICULAR PAVERS DETECTABLE WARNING MODULAR BLOCK RETAINING WALL (TYP.) 4' WOOD PRIVACY FENCE RAISED PLANTER w/MODULAR BLOCK WALL STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) STORMWATER TREATMENT AREA (TYP.) STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK RETAINING WALL (TYP.) MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (2) BIKE SPACES CONCRETE SIDEWALK MODULAR BLOCK FREESTANDING WALL (TYP.) WOODEN CURVED BACKLESS WALL CAP BENCH EXISTING SHELBRUNE RD LIGHT FIXTURE TO REMAIN, TYP. PAVED BIKE PATH SCULPTURE (TYP.) APPROX. LOCATION FOR REFERENCE ONLY SIGN (2) BIKE SPACES CONCRETE ADA SPACE AND ACCESS AISLE LEGAL LOAD LIMIT SIGN TO MATCH REMOVED SIGN FLUSH CURB (TYP.) 21 3 214 2 1 6 21 7 SB SB SB SB SB SB SB SB SB SB SB SB SB D D FD FD FD FD FD FD FD FD FD FD D D D D 21 1 21 0 20 9 20 8 21 8 21 7 21 5 20 9 20 6 205.5 FD FD 212 21 2 212 212 UD UD UD UD UD UD POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Layout & Materials C2-01 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT GARAGE LEVEL ENTRANCE SCALE: 1" = 20' SEE ARCHITECTURAL PLANS FOR UNDERGROUND PARKING LAYOUT LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. 0 Feet Graphic Scale 20 40 60 D D D D D D OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 21 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 2 1 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 SO L . # 3 - 7 5 " BUILT-IN TP CONTROLS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D D DD D D 212.0+ 216. 5 + TC213.6 BC213.0 +217.0 TW218.0 BW216.8 TS216.8 TC213.1 BC212.5 TS213.85 BS213.35 BS216.0 TW217.0 LEVEL TW217.0 LEVEL TW217.75 LEVEL BW213.25 TW217.75 LEVEL 214.5 TC211.6 BC211.1 TW217.75 LEVEL 215.5 215.25 212.5 211.65 211.5 TW214.5 TW214.5 TW214.0 TW213.0 TC212.0 BC211.0 212.0+ 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 21 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 21 5 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 2% MAX. 2% MAX. ±2% ±4 . 2 % 21 6 TW212.0 LEVEL BW209.5 TW212.5 LEVEL BW209.75 TW212.0 LEVEL BW209.75 TS210.0 BS209.5 TS210.0 BS209.5 TS210.0 BS209.5 +TS212.0 +212.0 +212.0 ±4 . 2 % 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 211.6 210 211 212 211.8 211.6 211.55 211.35 2 1 3 211.9 TC209.0 BC207.0 TC210.0 BC208.0 TC211.0 BC209.0 212.0 212.15 211.75 211.4 TC214.15 BC213.65 21 2 TS213.0 BS215.5 2 1 5 21 3 TC211.90 BC211.40 TC211.40 INLET210.90 21 4 21 2 21 5 212 + 211.85 211.35 212 215.5 217.0 214.00 214.30 TC211.00 INLET210.50 TC215.00 BC214.50 TC214.65 BC214.15 TC214.50 BC214.00 TC214.25 INLET213.75 D D D TC213.75 BC213.25 TC214.40 BC213.90 TC212.12 BC211.62 211.65 TC211.65 BC211.15 211.40 214.15 214.25 213.75 213.85 211.40 TC212.90 BC212.10 2 1 4 TC214.43 BC213.93 RIM213.60 W 216.85 S UD UD UD UD UD UD RID G E 2 1 4 RIM209.00 TW217.50 BW215.50 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Grading Plan C2-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSBSB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 21 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 21 5 20 9 20 6 205.5 212 2 1 3 21 6 2 1 0 2 1 1 20 9 PHASE II 2 1 4 21 5 210 211 212 2 1 3 21 2 21 5 21 3 21 4 21 2 21 5 212 212 2 1 4 PHASE I 2 1 4 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PROJECT LOCATION   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Phasing Plan C2-03 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PHASING NOTES: CONSTRUCTION SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING PHASES: 1.PHASE 1: CONSTRUCTION OF TWO BUILDINGS ALONG SHELBURNE ROAD, CURB CUTS, CURBING, SIDEWALKS, SWIFT STREET REC PATH, UTILITIES, PARKING LOT AND DRIVE BASE CONSTRUCTION AND BASE PAVEMENT COARSE, LANDSCAPING AND STORMWATER INSTALLATION IN PHASE 1 AREA. 2.PHASE 2: CONSTRUCTION OF MULTIFAMILY RESIDENTIAL BUILDING, CURBING, SIDEWALKS, UTILITIES, AND STORMWATER INSTALLATION IN PHASE 2 AREA. CONSTRUCTION REMAINING LANDSCAPING, SITE AMENITIES, REMAINING FEATURES, TOP PAVEMENT COARSE THROUGHOUT SITE, AND FINAL STABILIZATION. PHASING LEGEND: PHASE 1 PHASE 2 NOTE: EROSION CONTROL MEASURES SHALL REMAIN IN PLACE FOR THE PROJECT DURATION UNLESS FINAL STABILIZATION IS INSTALLED BETWEEN PHASES. THE CONTRACTOR SHALL STABILIZE AND PROVIDE SAFETY MEASURES FOR ACTIVE CONSTRUCTION AREAS ADJACENT TO COMPLETED PHASES IN ACCORDANCE WITH OSHA REQUIREMENTS. OPEN SPACE PHASING: PHASE 1: PHASE 1 OPEN SPACE REQUIREMENTS: COMMERCIAL: 6,590 SF x 6% = 396 SF RESIDENTIAL: 3 UNITS x 60 SF/UNIT = 180 SF REQUIRED OPEN SPACE: 696 SF PROVIDED: 890 SF PHASE 2: REMAINING OPEN SPACE 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 RIM = 207.51 D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D DA 7 BIOD D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 SMH #2 RIM = 214.25 8" iIN = 205.46 6" iIN = 205.50 8" iOUT = 205.36 6" iOUT = 209.00SMH #3 RIM = 211.00 6" iIN (2) = 206.00 8" iOUT = 205.90 6" iOUT = 207.2 6" iOUT = 206.30 4" C900 DR14 1.5" C901 CTS POLY CONNECT TO EXISTING 8" DI PIPE WITH 8"X6" TAPPING SLEEVE, 6" GATE VALVE, & THRUST BLOCK 1.5" CURB STOP (TYP) (COPPER BETWEEN MAIN & CURB STOP) 6" C 9 0 0 D R 1 4 CONNECT TO EXISTING 6" AC PIPE WITH 6"X6" TEE, (3) 6" GATE VALVES, AND THRUST BLOCK POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION 6"X6" TEE, GATE VALVE, FIRE PROTECTION HYDRANT, AND THRUST BLOCK 6" C 9 0 0 D R 1 4 4" C900 DR14 DOMESTIC SERVICE WITH 4" GATE VALVE 6" C900 DR14 FIRE SERVICE 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP DMH2 RIM = 212.0 18" iIN (E) = 208.00 18" iIN (S) = 201.49 18" iOUT (W) = 201.39 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY (TOP FLUSH WITH TOP OF CURB) TOP OF SYSTEM = 214.25 CURB INLET = 213.75 8" iOUT = 210.42 4" FOOTING DRAIN ASSUMED INV = 205.0 FILTERRA PEAK DIVERSION 6X10' MEDIA BAY CURB INLET = 210.5' 12" iOUT ~ 207.17' DMH4 RIM = 211.3 12" iIN (E) = 206.0 18" iIN (S) = 201.86 18" iOUT (N) = 201.76 OUTLET STRUCTURE 1 18" OVERFLOW GRATE = 215.80 12" iOUT = 212.0 OUTLET STRUCTURE 2 18" OVERFLOW GRATE = 210.50 16"WX3"H ORIFICE = 209.71 12" iOUT = 206.0 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY 6" iIN = 210.5 6" iOUT = 207.8' OUTLET CONTROL STRUCTURE 4 RIM = 211.5 12" iIN (S) = 206.3 1"Ø ORIFICE = 206.3 WEIR ELEV. = 209.8 12" iOUT (W) = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY PARKING LOT CURB INLET = 208.4' NW CORNER INLET (TOP OF MEDIA) = 207.6' 8" iOUT ~ 205.2' DMH 1 RIM = 210.5 12" iIN (NE) = 205.0 18" iIN (E) = 201.15 18" iOUT (NW) = 201.05 DMH 5 RIM = 211.85 12" iIN (E) = 202.39 6" iIN (FOOTING DRAIN) = 204.0 WITH FLAPPER VALVE AT END 8" iIN (W) = 202.39 18" iOUT (N) = 202.29 OUTLET STRUCTURE 3 18" OVERFLOW GRATE = 206.65 4"WX2"H ORIFICE = 205.85 12" iOUT = 202.50 DMH 6 RIM = 209.0 8" iIN (S) = 204.0 8" iOUT (E) = 203.9 EXTENDED DETENTION THREE - 48" HDPE X 80' INVERT = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 6'X6' MEDIA BAY CURB INLET = 211.0 8" iOUT = 207.8' CURB INLET = 208.4 CB1 (DEEP SUMP) RIM = 213.60 12" iOUT = 210.30 DMH 3 RIM = 214.3 12" iIN (E) = 210.0 8" iIN (S) = 209.17 18" iOUT (W) = 208.30 TRENCH DRAIN AT ENTRANCE TO GARAGE WITH DEEP SUMP AT OUTLET (SEE DETAIL) GRATE = 207.0 6" ROOF DRAIN iOUT = 215.25 CB2 (DEEP SUMP) WITH CURB INLET INLET ELEV. = 210.90 8" iOUT = 209.106" ROOF DRAIN PEASTONE DIAPHRAGM (TYP.) YARD DRAIN RIM = 214.5 6" iOUT = 207.0 12" & 8" INV.'S = 209.00 CB2 (6' DIAMETER) RIM = 209.0 EX. 18" iIN(E) = 202.2 EX. 18" iIN(S) = 201.3 NEW 18" iIN(SE) = 200.9 EX. 18" iOUT(W) = 200.6 8" S D R 3 5 P V C s= 0 . 0 0 4 f t . / f t . CO CO INSTALL 2" RIGID FOAM INSULATION ABOVE SEWER WHERE <5' COVER SMH #1 CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER AND REPORT TO ENGINEER PRIOR TO CONSTRUCTION RIM = 213.70 NEW 8" iIN = 205.20 EX. 10" iIN = 205.20± EX. 10" iOUT = 205.10± 6"X6" TEE, 6" GATE VALVE, 6"X4" REDUCER, AND THRUST BLOCK FIRE PROTECTION HYDRANT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Plan C3-01 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 NOTES: 1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER UTILITY CROSSINGS. 3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF COMPROMISED COVER. D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 INV. 12" STRM = 208.80 INV. 6" WATER = 206.80 INV. 12" STRM = 207.30± INV. 8" SWR = 205.28 INV. 18" STRM = 208.21 INV. 6" SWR = 206.18 INV. 12" STRM = 210.34 INV. 6" WATER = 208.00 INV. 8" STRM = 209.81 INV. 8" SWR = 207.08INV. 12" STRM = 209.13 INV. 18" STRM = 201.32 INV. 12" STRM = 209.53 INV. 18" STRM = 201.51 INV. 8" STRM = 209.02 INV. 18" STRM = 201.31 INV. 8" SWR = 205.75 INV. 18" STRM = 201.64 INV. 12" STRM = 207.12 INV. 6" SWR = 206.28 INV. 12" STRM = 207.05 INV. 18" STRM = 201.88 INV. 6" STRM = 207.77 INV. 18" STRM = 202.16 INV. 8" WATER = 204.50± INV. 18" STRM = 200.94 INV. 8" SWR = 206.38± INV. 6" WATER = 208.55 INV. 18" STRM = 208.12 INV. 8" SWR = 205.52 INV. 6" SWR = 207.80 INV. 6" WATER = 205.80 INV. 18" STRM = 209.82 INV. 8" SWR = 205.57 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Crossing Plan C3-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 NOTES: 1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER UTILITY CROSSINGS. 3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF COMPROMISED COVER. SSSSSSSS D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 21 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 1 0 ' N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D D DD D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G UP UP UP UP UP UG UG UG UG W W W W W W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS SSSSSSSS GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 GRANITE CURB S/N- 0 0 1 S/ N - 0 0 2 EXISTING DA #1B 0.809 AC 0.634 AC IMP EXISTING DA #1A 0.064 AC 0.050 AC IMP EXISTING DA #2 0.520 AC 0.445 AC IMP Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Stormwater Plan C4-01 03/01/2024 1" = 20' 22-523 SCR CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PROJECT INFORMATION: LANDOWNER:GARY J BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 PROJECT LOCATION:31 SWIFT STREET AND 760 & 764 SHELBURNE ROAD SOUTH BURLINGTON, VT 05403 TOTAL PROPERTY AREA:1.393 AC ± RECEIVING WATER AT S/N-001: SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK RECEIVING WATER AT S/N-002: SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK LEGEND: EXISTING DRAINAGE AREAS EXISTING TIME OF CONCENTRATION SOIL KEY SOIL DESCRIPTION HYDRIC HYDROGROUP ON SITE KfactWS PRIME AG VALUE IIICNB/DBIABELGRADE AND ELDRIDGE SOILS, 0 TO 3 PERCENT SLOPES PRIME D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 2 21 1 21 5 21 6 214 21 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS CROSSWALK SIGNAL POLE UTILITY COVER RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 D D D D D D D D DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 21 2 2 1 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 21 3 21 2 2 1 5 2 1 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 S/N-001 S/ N - 0 0 2 PROPOSED DA #1 DA = 0.303 AC 0.248 AC ROOFTOP 0.003 AC NON-ROOFTOP 0.232 AC REDEVELOPED PROPOSED DA #3 DA = 0.267 AC 0.077 AC ROOFTOP 0.105 AC NON-ROOFTOP 0.160 AC REDEVELOPED PROPOSED DA #2 DA = 0.097 AC 0.074 AC NON-ROOFTOP 0.071 AC REDEVELOPED PROPOSED DA #6 DA = 0.074 AC 0.074 AC ROOFTOP 0.027 AC REDEVELOPED PROPOSED DA #7 DA = 0.134 AC 0.070 AC NON-ROOFTOP 0.067 AC REDEVELOPED PROPOSED DA #8 DA = 0.089 AC 0.067 AC NON-ROOFTOP 0.064 AC REDEVELOPED PROPOSED DA #9 DA = 0.079 AC 0.039 AC NON-ROOFTOP 0.030 AC REDEVELOPED PROPOSED DA #4 DA = 0.228 AC 0.193 AC NON-ROOFTOP 0.132 AC REDEVELOPED PROPOSED DA #5 DA = 0.123 AC 0.094 AC NON-ROOFTOP 0.063 AC REDEVELOPED Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Proposed Stormwater Plan C4-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT NOTES: 1.STORMWATER RUNOFF TO BE DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO STORMWATER TREATMENT AREAS AS DEPICTED ON THIS PLAN AND DETAILS. 2.THIS SITE WILL REQUIRE REGULAR MAINTENANCE OF STORMWATER TREATMENT AREAS AND EROSION CONTROL MEASURES. STORMWATER MAINTENANCE NOTES & RECOMMENDATIONS: 1.THE PURPOSE OF THIS PLAN IS TO PROVIDE THE PERMIT HOLDER WITH GUIDANCE FOR OPERATING AND MAINTAINING THE STORMWATER TREATMENT SYSTEM. THE TREATMENT SYSTEM IS SUBJECT TO NATURAL ELEMENTS AND WILL REQUIRE PERIODIC MAINTENANCE AND REPAIRS. THE COMPONENTS OF THE TREATMENT SYSTEM HAVE BEEN IDENTIFIED ON THIS PLAN AND SPECIFIC MAINTENANCE NOTES FOR EACH COMPONENT HAVE BEEN PROVIDED BELOW. THE TREATMENT SYSTEM COMPONENTS SHOULD BE INSPECTED ANNUALLY IN THE SPRING AS INDICATED IN THE PERMIT CONDITIONS. 2.GENERAL MAINTENANCE: EACH SPRING THE ENTIRE SITE SHOULD BE INSPECTED FOR ANY AREAS OF EROSION, WHICH SHOULD BE REPAIRED AS NECESSARY. AN ENGINEER SHOULD BE CONSULTED IF THERE ARE AREAS THAT ROUTINELY ERODE. PURPOSE OF PLAN THE PURPOSE OF THIS PLAN IS TO SHOW THE POST-CONSTRUCTION DRAINAGE AREA AND PROPOSED STORMWATER TREATMENT PRACTICES FOR TREATMENT OF NEW AND EXISTING IMPERVIOUS ASSOCIATED WITH THE CONSTRUCTION OF A NEW MULTI-USE BUILDINGS AND PARKING AREAS. THE PROPOSED STORMWATER TREATMENT WAS DESIGNED TO TREAT IMPERVIOUS IN ACCORDANCE WITH THE 2017 VERMONT STORMWATER MANAGEMENT MANUAL AND 3-9050 GENERAL STORMWATER OPERATIONAL PERMIT. LEGEND: PROPOSED DRAINAGE AREA PROPOSED TIME OF CONCENTRATION PROPOSED REDEVELOPED IMPERVIOUS SOIL DEPTH AND QUALITY NOTE: ALL DISTURBED AREAS NOT COVERED BY IMPERVIOUS SURFACE ARE SUBJECT TO THE SOIL DEPTH AND QUALITY REQUIREMENTS ON C8-06. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-01 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SD 010.1.4LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS TYPICAL BITUMINOUS PAVEMENT NOTES: 1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN. 2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR). 3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS. SECTION WEARING COURSE (TYPE III) (VAOT 406) BASE COURSE (TYPE II) (VAOT 406) CRUSHED GRAVEL (VAOT 704.05A FINE) GRAVEL BASE (VAOT 704.04) OR CRUSHED GRAVEL (VAOT 704.05A COARSE) MIRAFI 500X STABILIZATION FABRIC INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6" SAND BORROW AND CUSHION TO BE USED IN POORLY DRAINED SOILS OR OVER BEDROCK FOR ROADS AND SIDEWALKS (VAOT 703.03) UNDISTURBED SUBGRADE OR COMPACTED FILL A B C D E 1" = 1' DRIVEWAYS E 6 66 66 RESIDENTIAL COMMERCIAL 1 1/2 6 18 2 1/2 4 12 N/A 2 3 18 6 COMMERCIAL 2 PRIVATEROADS THICKNESS (INCHES) PARKING LOTS 1 2 12 6 1-1/2 2-1/2 12 6 RESIDENTIAL D B C A SD 010.1.9LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS BITUMINOUS ASPHALT - VERTICAL BUTT JOINT 30" MIN 1 1/2" OVERLAY PA V E M E N T S A W C U T GRAVEL BASE MATCH EXISTING GRADE APPLY TACK COAT PRIOR TO OVERLAY 1 1/2" EXISTINGPROPOSED BITUMINOUS PAVEMENT FINISHED GRADE SD 030.1.1 1/2 " = 1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL CONCRETE SIDEWALK SPECIFICATIONS: 1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET. 2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE EQUAL TO THE WIDTH OF THE SIDEWALK. 3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET. 4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK. 5)IF WET OR UNSTABLE SOIL CONDITIONS EXIST CONTACT ENGINEER FOR ADDITIONAL MEASURES SUCH AS UNDERDRAIN OR ADDITIONAL SUBBASE. 5" 6"6"VARIES NOTE: DISTANCES ARE TYPICAL AND MAY BE ALTERED FOR SPECIFIC SITE CONDITIONS. CONCRETE WEAR COURSE (4000 PSI) MINIMUM 18" GRAVEL BASE OWNER TO COORDINATE WITH OTHER DISCIPLINES (ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR. 18"30" #4 REBAR 30" O.C. BOTH WAYS SD 030.2.1LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS WARNING TEXTURE NOTES: 1.PER MUNICIPAL REQUIREMENTS PROVIDE CAST IRON TRUNCATED DOME PAD. 2.SEE SITE PLAN FOR LOCATION. ASPHALT ASPHALT SURFACES SHALL BE COMPOSED OF OIL BASED BITUMEN. COAL TAR ASPHALT IS NOT ACCEPTABLE, NOR WARRANTED. ASPHALT MUST CURE MINIMUM 20 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING OF ALL SURFACES. THIS ALLOWS TENSILE STRENGTH PROPERTIES OF BOTH MATERIALS TO MORE CLOSELY APPROXIMATE EACH OTHER. ANY ASPHALT AREAS REQUIRING DETECTABLE WARNING INSTALLATIONS SHALL BE COMPACTED WITH VIBRATORY ROLLERS OR APPROVED COMPACTION EQUIPMENT IN ADDITION TO STANDARD LOCAL CONDITIONS TO PROVIDE MAXIMUM COMPACTION OF ASPHALT ALLOWING THE GREATEST ADHESION. SEAL COAT PRODUCT SHALL NOT BE PLACED ON ASPHALT OR COAL TAR SEALERS. IF SURFACE HAS BEEN SEALED, GRIND ENTIRE AREA TO BE INSTALLED TO REMOVE ALL SEALERS. CONCRETE MINIMUM COMPRESSIVE STRENGTH 3000 PSI. CONCRETE MUST CURE FOR 15 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING. ALL CONCRETE COLORING/ADDITIVES SHALL BE INTEGRAL, NOT SURFACE APPLIED. ALL "SURFACE CURING" COMPOUNDS OR SEALERS SHALL BE REMOVED BY METHOD OF GRINDING ON ANY CONCRETE THAT IS LESS THAN 6 MONTHS OLD BEFORE PRODUCTS ARE INSTALLED. SURFACE FINISH SHOULD BE MEDIUM BROOM FINISH FOR MAXIMUM ADHESION. SURFACES ALL SURFACES TO BE CLEAN AND DRY. TRUNCATED DOMES AND ALL RELATED INSTALLED SURFACES TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE INSTALLATIONS SHALL BE AT MINIMUM, AT LEAST AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES. MIN. CAST IRON TRUNCATED DOME DETECTABLE WARNING DETAIL G ELEVATION F 0.2" G 1.40".90" F .80".45" E 1.50".65" D MAX. 2.40" PLAN 1.60" E D D E RAMP EDGE OF PAVEMENT NO CURB CAST IRON TRUNCATED DOMES. SEE SITE PLAN FOR LOCATION(S). 24" SIDEWALK SD 030.2.2LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS TYPICAL SIDEWALK LAYOUT 1/4"/FT. 5' 30" 5' 30 " 1/2" RADIUS TOOLED JOINT NOTES: 1.SUBMIT SHOP DRAWINGS ON GRID PATTERN FOR REVIEW BY ENGINEER PRIOR TO CONSTRUCTION. 2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS. 3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF SIDEWALK. 4.LAP BARS 30 BAR DIAMETERS. 5.EXPANSION JOINTS AT 20 FT. O.C.. 6.SEE SITE PLAN FOR SIZE AND LOCATION. 5" LAP BARS 30 BAR DIAMETERS REINFORCING BARS (TYPICAL)TOOLED JOINT (TYPICAL) EXPANSION JOINT MATERIAL 20' O.C.REINFORCING BARS SD 050.2.1LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS BIKE RACK 36" 47 " 35 " #4 REBAR 24" O.C. BOTH WAYS 6" 18 " 6" PORTLAND CEMENT PAD CLASS "A" CONCRETE 2X 0.25" X 12.75" ANCHOR RODS 18" CRUSHED STONE WRAPPED IN 140N GEOTEXTILE FABRIC UNDISTURBED SOIL 6" P2 3/8" O.D. GALVANIZED STEEL SCHEDULE 40 PIPE WITH POWDERCOAT FINISH BLACK NOTE: SEE SITE PLAN FOR SIZE AND LOCATION. FINISHED GRADE SD 050.2.2TRUDELL CONSULTING ENGINEERS BIKE RACK LAYOUT 30" O.C. 8' 30 " 24" 30 " 24" 16'-8" CONCRETE PAD BIKE RACK LOOP - INVERTED U NOTES: 1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS. 2.1 LOOP = 2 BICYCLE PARKING SPACES. 3.SEE SITE PLAN FOR SIZE AND LOCATION. LAST REVISED 03/03/2021 SD 010.7.1LAST REVISED 03/09/2021TRUDELL CONSULTING ENGINEERS APBA PARKING GUIDELINE PLAN VIEW 72" 24" 48" (36" min) 96" RECOMMENDED TO OBSTRUCTION (36" PREFERRED WHEN ADJACENT TO AUTO PARKING) BIKE RACK SD 050.1.1 1"=1' LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS REINFORCED CONCRETE PAD CLASS A CONCRETE SLAB, BROOM FINISH #4 REINFORCING BARS 12" O.C. BOTH WAYS, 3" CLEAR 18" CRUSHED STONE COMPACTED SUBBASE SIZE VARIES SEE SITE PLAN 3/4" CHAMFER (TYPICAL) 8" 140N GEOTEXTILE FABRIC OR EQUAL AROUND STONE FINISHED GRADE, SEE SITE PLAN FOR FINISHED GRADE NOTE: CONTRACTOR TO COORDINATE KNOCKOUT LOCATIONS IN CONCRETE FOR CONDUITS IF APPLICABLE. UNDISTURBED SOIL Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-02 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-03 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Water Details C8-04 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT W 010.1.2 3/4"=1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL WATER SERVICE TRENCH LC SAND BEDDING SEE PLAN FOR PIPE SIZE AND MATERIALS APPROVED BACKFILL TO BE FREE OF DEBRIS, ORGANIC REFUSE, OR FROZEN SOIL. FILL TO BE COMPACTED IN 12" LIFTS. SLOPE OR SHEET THE SIDES OF TRENCHES DEEPER THAN 5 FEET TOPSOIL, SEED, AND MULCH, OVERFILL FOR SETTLEMENT PAVED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACT TO 95% DENSITY STANDARD PROCTOR. WHERE 6' OF COVER CANNOT BE MAINTAINED, COVER WATER MAIN WITH 2" INSULATION BOARD. USE 2" INSULATION BOARD ON SIDES, AS SHOWN, AND AT ALL ROAD CROSSINGS. EXTEND INSULATION 10' BEYOND ROAD IN BOTH DIRECTIONS. NOTES: 1.INSTALL PER MANUFACTURES RECOMMENDATIONS AND GUIDELINES. 2.IF 6' OF COVER CAN NOT BE MAINTAINED REVIEW AND DISCUSS WITH PROJECT ENGINEER. 3.ALL TRENCH EXCAVATIONS SHALL MEET OSHA, STATE & LOCAL REQUIREMENTS & SAFETY REGULATIONS. 6" 4" 6' M I N . SE E P A V E M E N T SE C T I O N o r MA T C H E X I S T I N G 2' TRUDELL CONSULTING ENGINEERS CL FOR GRASSED AREAS FOR PAVED or GRAVEL SURFACES 3/4" CRUSHED STONE OR SAND BEDDING WATER MAIN (SEE SITE PLAN FOR PIPE SIZE & MATERIAL) ALL BACKFILL TO BE COMPACTED IN 6" LIFTS SEED AND MULCH, OVERFILL FOR SETTLEMENT GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' WHERE 6' OF COVER CANNOT BE MAINTAINED, COVER WATER MAIN WITH 2" INSULATION BOARD, AND USE MINIMUM 2" INSULATION BOARD ON SIDES. AT ALL ROAD, DRIVE AND SIDEWALK (SURFACE) CROSSINGS INSTALL 2" INSULATION BOARD ON TOP AND SIDES AS SHOWN AND EXTEND 10' BEYOND SURFACE IN BOTH DIRECTIONS. INSULATION SHALL BE FULL WIDTH OF TRENCH. DETECTABLE METALLIC WARNING TAPE LABELED "WATER" 4"x4"x48" PRESSURE TREATED POST OR EQUIVALENT PLASTIC MARKER EVERY 300' AND AT ALL BENDS (GRASSED AREAS) PAINTED BLUE UNLESS INDICATED OTHERWISE BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO 90% DENSITY STANDARD PROCTOR IN GRASSED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL COMPACTED TO 95% DENSITY STANDARD PROCTOR IN GRASSED AREAS BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY GRAVEL, SEE ROADWAY SECTION. COMPACTED TO 95% DENSITY STANDARD PROCTOR NOTES: 1.THE CONTRACTOR SHALL VERIFY THE PIPE MATERIAL TYPE AND SPECIFICATION WITH THE LOCAL WATER UTILITY BEFORE SUBMITTING SHOP DRAWINGS FOR, ORDERING, OR INSTALLING ANY WATER MAIN OR SERVICE. IF THERE IS ANY DISCREPANCY MATERIAL SPECIFICATION ON THE PLANS AND WHAT THE LOCAL WATER UTILITY REQUIRES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE CHANGE AND USE THE MATERIAL SPECIFIED BY SAID UTILITY. 2.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MINIMUM. 3.IF UNSUITABLE MATERIAL IS REMOVED BELOW BEDDING, REPLACE WITH MATERIAL APPROVED BY ENGINEER AND COMPACT TO 95% MAXIMUM DENSITY. 4.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PIPE IS NOT DAMAGED. 5.BEDDING TO PROVIDE FIRM, STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 6.INSTALL WATER MAIN IN ACCORDANCE WITH MANUFACTURES GUIDELINES. 7.IF 6' OF COVER CAN NOT BE MAINTAINED DISCUSS WITH PROJECT ENGINEER AND TOWN (IF APPLICABLE) PRIOR TO INSTALLING. ADDITIONAL INSULATION OR OTHER MEASURES MAY BE REQUIRED DEPENDING ON COVER. 8.SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 9.IN NO CASE SHALL THE WATER MAIN BE BURIED LESS THAN 4 1/2 FEET BELOW FINISHED GRADE. 10.ALL TRENCH EXCAVATION SHALL MEET OSHA, STATE, & LOCAL REQUIREMENTS & SAFETY REGULATIONS. W 010.1.1 PIPE OD + 24" 24 " 6" D 6" 12 " 6' M I N I M U M SE E R O A D W A Y SE C T I O N O R M A T C H EX I S T I N G TYPICAL WATER MAIN TRENCH W 020.1.1LAST REVISED 02/09/2021TRUDELL CONSULTING ENGINEERS TYPICAL GATE VALVE (4" TO 12") WATER "WATER" CAST IN COVER FINISHED GRADE COATED CAST IRON TWO PIECE (SLIP TYPE) VALVE BOX WITH FLANGED TOP & LID. PROVIDE MUD CAP AND GATE BOX ALIGNER. 2" OPERATING NUT TURN COUNTER CLOCKWISE TO OPEN GATE VALVE AWWA C515 COMPLIANT GATE VALVE MODEL KS-RW OR APPROVED EQUIVALENT WITH STAINLESS STEEL BOLTS MEGALUG MECHANICAL JOINT CONNECTION 3/4" CRUSHED STONE BEDDING PAVED AREAS NOTE: IN REMOTE AREAS SUCH AS CROSS COUNTRY WATER LINE ROUTES, PROVIDE A CONCRETE PAD 24"x24"x8" THICK BEDDED ON 12" OF GRAVEL AND FLUSH WITH GRADE. ALSO PROVIDE 4"x4" PRESSURE TREATED POST STICKING 48" ABOVE GRADE TO MARK LOCATION. VALVE ANCHOR, 5 C.F. CLASS D CONCRETE USE # 4 BARS TO ANCHOR VALVE TO CONCRETE WATER MAIN NOTES: 1.INSTALL IN ACCORDANCE WITH MANUFACTURES INSTALLATION GUIDELINES. 2.SUBMIT SHOP DRAWING TO PROJECT ENGINEER PRIOR TO INSTALLATION. 3.COORDINATE WITH TOWN PUBLIC WORK DEPARTMENT AND STANDARDS WHEN APPLICABLE. 4.PROVIDE ONE VALVE KEY TO OWNER. 6' M I N I M U M W 040.1.1LAST REVISED 02/16/2021TRUDELL CONSULTING ENGINEERS TYPICAL WATER MAIN THRUST BLOCKS 2", 3" & 4"SAFE BEARING LOAD LBS/FT.² GRAVEL SHALE SOIL TYPE CLAY SAND TILL 10000 1000 2000 3000 4000 5.0 2.5 2.0 1.5 0.5 90° 7.0 3.5 2.5 2.0 1.0 45° 14.0 7.0 5.0 3.5 1.5 45° 8.0 4.0 3.0 2.0 1.0 10.5 5.5 3.5 3.0 1.0 22.5°45° 4.0 2.0 1.5 1.0 0.5 2.0 1.0 1.0 0.5 0.5 15.0 7.5 5.0 4.0 1.5 6" 90° 18.0 9.0 6.0 4.5 2.0 22.5° 4.0 2.0 1.5 1.0 0.5 90° 25.0 13.0 8.5 6.5 2.5 8" 2.0 5.0 7.0 10.0 21.0 3.0 7.0 9.0 14.0 28.0 22.5° 7.0 3.5 2.5 2.0 1.0 3.5 9.5 12.5 19.0 38.0 90° 10" 45° 1.0 2.5 4.5 5.0 10.5 22.5° 39.0 20.0 13.0 10.0 4.0 12" 90° 55.0 27.5 18.5 14.0 5.5 45° 30.0 15.0 10.0 7.5 3.0 22.5° 15.0 8.0 5.0 4.0 1.5 USE CLASS D (2500 PSI) CONCRETE FOR THRUST BLOCKS. PLACE 4 MIL. POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK. PLACE THRUST BLOCK AGAINST UNDISTURBED TRENCH WALL - CONCRETE BEARING AREA ON FITTING TO BE A MINIMUM OF 1/2 SQUARE FOOT. THRUST BLOCKS BASED ON 200 PSI WORKING PRESSURE PLUS SURGE ALLOWANCE OF 100 PSI. IF GREATER THAN 200 PSI SEE PROJECT ENGINEER FOR SIZE. 90° ELBOW TEE 22 ½ ° ELBOW 45° ELBOW TRENCH WALL, TYPICAL UNDISTURBED SOIL, TYPICAL EXTEND 6" INTO TRENCH WALL (TYP). NOTE: 1.FOR REDUCERS, PROVIDE BEARING AREA FOR THE SOIL TYPE BASED ON 4000 LBS FOR EACH 2" REDUCTION IN SIZE. 2.PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. PICTURES MAY BE USED AT ENGINEERS DISCRETION. 3.ALSO INCLUDE RETAINER GLANDS ON ALL BENDS, TEES, CAPS ETC. 4.CONCRETE NOT TO OVERLAP ANY JOINT. MINIMUM BEARING AREA IN SQUARE FEET ON UNDISTURBED TRENCH WALLTHRUST BLOCK TABLE CAP W/ MECH. JOINT CAP REDUCER OR TEE CAP OR TEE CAP OR TEE CAP OR TEE CAP OR TEE CAP WATER/SEWER MAIN SEPARATION DETAIL 18" 18" WATER MAIN ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED OVER SEWER SEWER COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS SEWER MAIN 9' ONE STANDARD FULL LENGTH OF DUCTILE IRON SEWER MAIN TO BE CENTERED OVER WATER MAIN PVC SDR 35 SEWER MAIN UNDISTURBED SOIL FLEXIBLE COUPLING INCASED IN CLASS B CONCRETE WATER MAINS CROSSING ABOVE SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN PIPES. WATER MAIN JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING 2' 6" 6" WATER COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS CLASS B CONCRETE CRADLE TO EXTEND TWO FEET BEYOND WATER MAIN TRENCH WIDTH EACH SIDE SEWER MAINS CROSSING ABOVE SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN PIPES. SEWER MAIN JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER MAIN, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND SHALL BE PRESSURE TESTED PRIOR TO BACKFILLING TO ASSURE WATERTIGHTNESS. LAST REVISED 02/16/2021 W 030.1.2 WATER MAIN ABOVE SEWERS PREFERRED METHOD WATER MAIN BELOW SEWER NOT HE RECOMMENDED METHOD NOTES: 1.PARALLEL INSTALLATION: WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED MANHOLE, SANITARY SEWER OR FORCEMAIN. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. IF THIS DISTANCE CANNOT BE OBTAINED, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE SEWERS ARE BEING INSTALLED, AND THE ABOVE SEPARATION CAN NOT BE MET, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUAL AND SHALL BE PRESSURE TESTED TO ENSURE WATERTIGHTNESS. 2.CROSSINGS: SEE THE DETAILS TO THE LEFT. 3.SEWER RELATIONS TO WATERMAINS SHALL BE IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SEWAGE WORKS" SO-CALLED TEN STATE STANDARDS. 4.WATERMAINS TO BE RECONSTRUCTED SHALL BE PUSH-ON OR MJ D.I. CL52 PIPE, AWWA C900 PVC PRESSURE PIPE OR HDPE SDR9 PRESSURE PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE CENTERLINE OF THE SEWER AS APPROVED BY THE ENGINEER. 5.THE PROJECT ENGINEER SHALL OBSERVE ALL CROSSINGS PRIOR TO BACKFILL. 6.ANY DEVIATIONS TO THESE MINIMUM REQUIREMENTS IS SUBJECT TO REVIEW AND APPROVAL REGULATORY AUTHORITIES. 7.PRIOR TO THE CROSSING THE CONTRACTOR SHALL SUPPLY INVERT OF SEWER TO THE PROJECT ENGINEER. TRUDELL CONSULTING ENGINEERS W 030.1.1LAST REVISED 02/16/2021TRUDELL CONSULTING ENGINEERS TYPICAL WATER/SEWER CROSSING LC WATER SEWER REQUIREMENTS: 1.WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF WATER MAIN AND THE OUTSIDE OF SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. WATER MAINS SHALL NOT PASS THROUGH SEWER MANHOLES OR BE SUBMERGED IN BASINS CONTAINING SEWAGE OR OTHER GROSSLY CONTAMINATED OR HAZARDOUS MATERIAL. 2.THE PROJECT ENGINEER SHALL OBSERVE ALL CROSSINGS, PRIOR TO BACKFILL. 3.ANY DEVIATION TO THIS MINIMUM REQUIREMENT IS SUBJECT TO REVIEW AND APPROVAL OF REGULATORY AUTHORITIES. 4.PRIOR TO CROSSING THE CONTRACTOR SHALL SUPPLY INVERT OF SEWER AND WATER TO PROJECT ENGINEER. INVERT COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS 18 " M I N . WSR APPENDIX SUBSECTION 8.6.3 W 000.1.1LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS TESTING WATER MAINS AND HYDRANTS *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT IF APPLICABLE OR PRIVATE OWNER/OPERATOR AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING PROJECT ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. A.AFTER THE PIPE HAS BEEN LAID AND 7 DAYS AFTER THE CONCRETE THRUST BLOCKS AND ANCHORS HAVE BEEN PLACED, THE WATER MAIN SHALL BE HYDROSTATICALLY TESTED ACCORDING TO THE LATEST EDITION OF THE AWWA SPECIFICATION C-600, AND VERMONT PLUMBING RULES. B.CONTRACTOR SHALL SUPPLY ALL NECESSARY APPARATUS TO PERFORM THE HYDROSTATIC TEST. C. TEST PRESSURE SHALL BE 200 POUNDS PER SQUARE INCH OR 1.5 TIMES THE WORKING PRESSURE MEASURED AT OR NEAR THE HIGH POINT IN THE SYSTEM, WHICHEVER IS GREATER. TEST SHALL BE A MINIMUM OF 2 HOURS IN DURATION. TESTING ALLOWANCE SHALL BE DEFINED AS THE VOLUME OF WATER THAT MUST BE SUPPLIED INTO THE NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF TO MAINTAIN PRESSURE WITHIN 5 PSI (34.5 kPa) OF THE SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR HAS BEEN EXPELLED. THE TESTING ALLOWANCE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE (L) OR ELSE THE SECTION OF PIPE BEING TESTED WILL BE CONSIDERED FAILED. TESTING ALLOWANCE SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN A TEST SECTION OVER A PERIOD OF TIME. REFER TO PIPE MANUFACTURERS RECOMMENDED TESTING PROCEDURE INCLUDING PIPE STABILIZATION PRIOR TO START OF TEST. D.THE PROJECT ENGINEER AND THE MUNICIPALITY SHALL BE CONTACTED 48 HOURS PRIOR TO TESTING. E.ALL VALVES SHOULD BE VERIFIED AS BEING OPEN OR CLOSED AS APPROPRIATE FOR THE PORTION OF THE WATER MAIN BEING TESTED. F.ALLOWABLE LEAKAGE SHALL BE COMPUTED BY THE FORMULA: L=(S x D x √P)/148,000 WHERE L IS LEAKAGE IN GALLONS PER HOUR, S IS THE LENGTH OF PIPE TESTED IN FEET, D IS THE NOMINAL DIAMETER OF THE PIPE IN INCHES AND P IS THE AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH DURING THE TEST. G.REPLACE AND RETEST ANY WORK FOUND TO BE DEFECTIVE AFTER FAILED TEST AT NO EXPENSE TO OWNER AND RETEST UNTIL SYSTEM PASSES A.AFTER TESTING THE WATER MAINS, OPEN THE HYDRANT FULLY AND FILL WITH WATER. TO PREVENT CAPS FROM BEING BLOWN OFF, VENT AIR FROM ONE OF THE CAPS WHILE IT IS BEING FILLED. WHEN ALL THE AIR HAS ESCAPED, TIGHTEN THE CAP. B.ALLOW THE PRESSURE TO BUILD UP TO MAIN LINE PRESSURE AND CHECK FOR LEAKAGE AT FLANGES, NOZZLES AND THE OPERATING STEM. RECORD STATIC PRESSURE IN PSI. C.FLOW HYDRANT AND RECORD FLOW RATE IN GPM AND RESIDUAL PRESSURE IN PSI. SUBMIT RESULTS TO PROJECT ENGINEER. D.CLOSE THE HYDRANT, REMOVE ONE NOZZLE CAP AND PLACE THE PALM OF YOUR HAND OVER THE OPENING. DRAINAGE SHOULD CREATE A NOTICEABLE SUCTION. IF NO SUCTION OR HYDRANT DOESN'T HAVE DRAIN, MANUALLY PUMP WATER OUT OF BARREL. E.AT PROJECT ENGINEER DISCRETION, ASSIST WITH FLOW TESTING. ENGINEER TO RECORD STATIC AND RESIDUAL PRESSURE AS WELL AS FLOW RATE. TESTING WATER MAINS TESTING HYDRANTS (IF APPLICABLE) W 000.2.2LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS DISINFECTION OF WATER SYSTEM *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). A. PRIOR TO BEING PUT INTO SERVICE, WATER MAINS SHALL BE DISINFECTED ACCORDING TO THE LATEST EDITION OF AWWA SPECIFICATION C-651. THE TABLET METHOD IN AWWA STANDARD 651 IS NOT ACCEPTABLE. B. THE NEW LINE SHALL BE FLUSHED AT A VELOCITY OF NOT LESS THAN 2.5 FEET PER SECOND (OPEN 2-1/2 INCH HYDRANT CONNECTION). FLUSH FOR A PERIOD DETERMINED BY THE PROJECT ENGINEER FOR THE LENGTH OF MAIN TO BE DISINFECTED. C. CHLORINATION SHALL BE ACCOMPLISHED BY INTRODUCING A SODIUM HYPOCHLORITE SOLUTION FOR A RESULTANT CONCENTRATION OF GREATER THAN 25 PARTS PER MILLION OF FREE CHLORINE. D. USING A NOZZLE AT EACH END HYDRANT, CONTROL THE RATE OF FLOW INTO THE NEW MAIN AND PROPORTIONALLY FEED THE SODIUM HYPOCHLORITE SOLUTION INTO THE MAIN. AFTER THE SOLUTION HAS REACHED ALL POINTS IN THE SYSTEM, CLOSE THE VALVE SUPPLYING WATER FROM THE EXISTING MAIN AND THE END HYDRANTS. MAINTAIN THE HEAVILY CHLORINATED WATER IN THE MAIN FOR 24 HOURS DURING WHICH TIME ALL MAIN LINE VALVES SHOULD BE OPERATED. AFTER 24 HOURS THE MINIMUM CHLORINE RESIDUAL MUST BE AT LEAST 10 PARTS PER MILLION. E. FLUSH HEAVILY CHLORINATED WATER FROM THE LINE AND REFILL THE LINE FOR SERVICE (USE CHLORINE DIFFUSER). TAKE AND SUBMIT TWO BACTERIOLOGICAL SAMPLES (TAKEN 24 HOURS APART) OF THE WATER TO THE STATE OF VERMONT OR A STATE APPROVED TESTING LABORATORY. IF THE RESULTS ARE UNSATISFACTORY, THE DISINFECTION PROCEDURE WILL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. F. FINISHED WATER STORAGE STRUCTURES SHALL BE DISINFECTED IF APPLICABLE, IN ACCORDANCE WITH CURRENT AWWA STANDARD C652. TWO OR MORE SUCCESSIVE SETS OF SAMPLES, TAKEN AT 24 HOUR INTERVALS, SHALL INDICATE MICROBIOLOGICALLY SATISFACTORY WATER BEFORE THE FACILITY IS PLACES INTO OPERATION. G. DISPOSAL OF HEAVILY CHLORINATED WATER FROM THE DISINFECTION PROCESS SHALL BE DE-CHLORINATED OR OTHERWISE HANDLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VERMONT AGENCY OF NATURAL RESOURCES. H. THE DISINFECTION PROCEDURE (AWWA CHLORINATION METHOD 3, SECTION 4.3 C652) WHICH ALLOWS USE OF THE CHLORINATED WATER HELD IN THE STORAGE TANK FOR DISINFECTION PURPOSES IS NOT RECOMMENDED. WHEN THAT PROCEDURE IS USED, IT IS REQUIRED THAT THE INITIAL HEAVILY CHLORINATED WATER BE PROPERLY DISPOSED IN ORDER TO PREVENT RELEASE OF WATER WHICH MAY CONTAIN VARIOUS CHLORINATED ORGANIC COMPOUNDS INTO THE DISTRIBUTION SYSTEM. DISINFECTING WATER MAINS AND SYSTEMS W 000.2.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE WATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED THOSE TESTS, AND THE WATER SYSTEM(S) ARE BUILT IN ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCARDED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. CONTRACTOR'S CERTIFICATION FOR WATER SYSTEM W 020.1.5 1"=1'-0" TRUDELL CONSULTING ENGINEERS TYPICAL WATER CURB STOP LCPAVED AREAS IN NON PAVEMENT AREA MARK LOCATION OF CURB STOP WITH A 2x4 BROUGHT TO THE SURFACE WITH THE LETTER "W" MARKED ON IT, SET FLUSH TO GRADE ERIE CURB BOX WITH STATIONARY ROD AND ARCH PATTERN BASE 3/4" - 1" PLUG TYPE CURB STOP WITH COMPRESSION CONNECTIONS (MUELLER H-25209) 4" x 8" x 16" CLASS D CONCRETE PAD ON COMPACTED BASE STAINLESS STEEL ROD TYPE K COPPER TO MAIN NOTES: 1.3/4" AND 1" CORPORATIONS SHALL BE DIRECTLY TAPPED INTO DUCTILE IRON PIPE 6" AND LARGER IN DIAMETER. LARGER SIZE CORPORATIONS UP TO 2" SHALL REQUIRE USE OF A TAPPING SADDLE. A CONNECTION MADE TO A PIPE THAT REQUIRES A SADDLE OR IS NOT DUCTILE IRON WILL HAVE A BODY WITH A SUITABLE OUTLET, SEAL, AND SUITABLE MEANS FOR ATTACHMENT TO THE MAIN. THE SADDLE SHALL PROVIDE A DRIP TIGHT CONNECTION AND SHALL BE TEFLON OR EPOXY COATED WITH STAINLESS STEEL STRAPS, BOLTS, NUTS AND MECHANISM FOR ATTACHING TO THE PIPE BARREL. 2.INSTALL PER MANUFACTURES INSTALLATION GUIDELINES AND TOWN PUBLIC WORK STANDARDS WHEN APPLICABLE. ALSO COORDINATE WITH TOWN ENGINEER WHEN APPLICABLE. 3.PRIOR TO CONSTRUCTION SUBMIT SHOP DRAWING OF MATERIALS AND INSTALLATION PROCEDURE TO PROJECT ENGINEER. 4.CHLORINATE AND SUCCESSFULLY TEST WATER QUALITY PRIOR TO MAKING SERVICE AVAILABLE FOR USE. EXISTING SOIL 3/4" - 1" QUARTER TURN BALL VALVE CURB STOP WITH COMPRESSION CONNECTIONS, MUELLER H-25209 OR CAMBRIDGE BRASS FOR 1 1/2"-2" ADD ENLARGED FOOTPIECE CURB STOP 6' T Y P I C A L D E P T H Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Sanitary Details C8-05 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT TYPICAL SEWER TRENCH D + 24" FOR GRASSED AREAS FOR GRAVEL or PAVED SURFACES SEED AND MULCH, OVERFILL FOR SETTLEMENT GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO 90% DENSITY STANDARD PROCTOR IN GRASSED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL COMPACTED TO 95% DENSITY STANDARD PROCTOR IN GRASSED AREAS WHERE MIN. COVER OF 5' CAN NOT BE MAINTAINED COVER SEWER MAIN WITH 2" RIGID INSULATION (TOP & SIDES). PLACE INSULATION AT ALL ROAD, DRIVE AND SIDEWALK CROSSINGS. EXTEND RIGID INSULATION 10' BEYOND CROSSINGS IN BOTH DIRECTIONS SEWER MAIN (SEE SITE PLAN FOR SIZE & PIPE MATERIALS) INSTALL TO MANUFACTURER'S REQUIREMENTS. CLASS I BEDDING 3/4" CRUSHED STONE NOTES: 1.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MINIMUM. 2.IF UNSUITABLE MATERIAL IS REMOVED BELOW BEDDING, REPLACE WITH MATERIAL APPROVED BY ENGINEER AND COMPACT TO 95% MAXIMUM DENSITY. 3.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PIPE IS NOT DAMAGED. 4.BEDDING TO PROVIDE FIRM, STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 5.INSTALL TO STRICTEST INTERPRETATION OF REQUIREMENTS (PLANS, SPECS & MANUFACTURER) BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY GRAVEL, SEE ROADWAY SECTION. COMPACTED TO 95% DENSITY STANDARD PROCTOR ALL BACKFILL TO BE COMPACTED IN 6" to 12" LIFTS HAUNCHING BEDDING BACKFILL BACKFILL ℄ 6" D 6" 12 " SE E R O A D W A Y S E C T I O N S DE P T H V A R I E S - 4 ' M I N I M U M C O V E R I N G R A S S E D A R E A S 5' M I N I M U M C O V E R I N P A V E D A R E A S DETECTABLE METALLIC WARNING TAPE LABELED "SEWER" INSULATION SHALL BE FULL WIDTH OF TRENCH TRUDELL CONSULTING ENGINEERS LAST REVISED 07/21/2021 S-010.1.1 3/4" = 1'-0"TYPICAL SEWER SERVICE TRENCH 24" TOPSOIL, SEED, AND MULCH, OVERFILL FOR SETTLEMENT TOP OF SUBGRADE INITIAL BACKFILL TO BE FREE OF DEBRIS, STONES, ORGANIC REFUSE, OR FROZEN SOIL. COMPACT SOIL IN 12" LIFTS TO 90% STANDARD PROCTOR WHERE 4' OF COVER CANNOT BE MAINTAINED, COVER SEWER MAIN WITH 2" RIGID INSULATION BOARD ON TOP AND SIDES OF TRENCH. FOR ALL BURY DEPTHS, USE 4" RIGID INSULATION BOARD AT ALL ROAD, DRIVE, SIDEWALK AND PARKING LOT CROSSINGS. EXTEND INSULATION FOAM 10' BEYOND BOTH DIRECTIONS CLASS 1 BEDDING TO TOP OF PIPE 3/4" STONE OR CLASS 2 BEDDING COARSE SAND & GRAVEL W/ MAXIMUM PARTICLE SIZE OF 1 1/2" SEWER SERVICE (SEE PLAN) SDR 35 PVC APPROVED BACKFILL COMPACTED IN 12" LIFTS 2' 4' M I N . C O V E R DE P T H V A R I E S 4" INSULATION FULL WIDTH OF TRENCH TRUDELL CONSULTING ENGINEERS LAST REVISED03/08/2021 S-010.1.2 3/4"=1' S-020.2.1 1"=1' LAST REVISED 07/21/2021TRUDELL CONSULTING ENGINEERS TYPICAL SEWER CLEANOUT SEW E R COVER WITH LIFT HOLE GENERAL FOUNDRY MODEL 11181, LEBARON R-808 OR EQUAL (PLAN VIEW) CAST IRON CLEANOUT RING AND COVER OR EQUAL 4" PVC SDR 35 RISER 4" PVC SDR 35 ELBOW 4"x4"x4" or 6"x6"x4" PVC SDR 35 45° WYE 4" OR 6" SDR 35 PVC PIPE SEE SITE PLAN FOR SIZE 4" or 6"FLOW FLOW LAWN PROVIDE THREADED PVC CAP EXISTING SOIL 2500 PSI CONCRETE, 18" SQUARE 8" TYPICAL SEWER MANHOLE (PROFILE) WITH 30" DIA. COVER 32 " M I N . 56 " M A X . VA R I E S 30 " GROUT FRAME TO TOP ECCENTRIC CONICAL TOP SECTION PRECAST CONCRETE ADJUSTING RING MINIMUM 4 INCHES, MAXIMUM 12 INCHES HEAVY DUTY FRAME & LID HS20 LOADING REQUIRED MARKED "SEWER" WITH INTEGRAL GASKET, NEENAH R-1743 OR EQUAL BUTYL RUBBER SEAL TO ALL JOINTS COAT ENTIRE OUTSIDE WITH ASPHALT SEALANT UNLESS WAIVED BY PROJECT ENGINEER AND PUBLIC WORKS 3/4" CRUSHED STONE FOR SUBBASE OR AS REQUIRED BY ENGINEER IF WET AND OR UNSTABLE CONDITIONS EXIST UNDISTURBED SOIL PREFORMED BASE CHANNEL, SLOPE TOP 2" TO SIDE OR CAST IN PLACE INVERT USE MANHOLE STUBS FOR ALL PIPES COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/2" GRADE STEEL REINFORCEMENT OR EQUAL, 12" O.C. 48" DIA. MANHOLE NOTES: 1.PROVIDE SMOOTH SWEEPING TRANSITIONS BETWEEN INVERTS OF INTERSECTING PIPES. NO SHARP BENDS. 2.IF DEPTH OF MANHOLE IS LESS THAN 7 FEET FROM RIM TO INVERT, THEN A FLAT TOP WILL BE INSTALLED. IF DEPTH IS 7 FEET OR MORE, THEN A CONICAL TOP WILL BE INSTALLED. 3.FORM INVERT TO SAME RADIUS AS LARGEST PIPE LEAVING MANHOLE. 4.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE DESIGN ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS. 5.PRIOR TO BACKFILL, TEST MANHOLE FOR WATER TIGHTNESS IN ACCORDANCE WITH TESTING REQUIREMENTS. SEE DETAIL. 6.ADJUST RIM AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. SLOPE FRAME AND LID TO MATCH ROAD GRADES REFER TO ROAD SECTIONS FOR DEPTH OF SUBGRADE AND ROADWAY MATERIALS PAVED AREAS UNPAVED AREAS 30" DIA. 8" GROUT AROUND INVERT AT TROUGH INTERFACE TO PROVIDE SMOOTH FLOW PATH 5" 12 " STAINLESS STEEL CLAMP MANHOLE BOTTOM GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 6 1 TRUDELL CONSULTING ENGINEERS FLEXIBLE RUBBER BOOT LAST REVISED 09/24/2021 1/2" = 1'-0" S-060.1.1 CL CONFINED SPACE DO NOT ENTER WITHOUT FOLLOWING OSHA CONFINED SPACE ACCESS REGULATIONS IMPACT NOTE ON NATIONAL PRECAST CONCRETE ASSOCIATION (NPCA): PRIOR TO ORDERING SUPPLY THE PROJECT ENGINEER WITH SHOP DRAWINGS. PRECAST CONCRETE TO BE SUPPLIED BY NPCA CERTIFIED PRECAST CONCRETE PLANTS IN GOOD STANDING, TO ENSURE QUALITY ASSURANCE. LID HS20 LOADING LETTERED "SEWER" S-060.1.2 1/2" = 1' LAST REVISED 12/24/2020TRUDELL CONSULTING ENGINEERS SEWER CONNECTION TO EXISTING MANHOLE LC 5" SET CORE AND GASKET SEAL TO PLACE PIPE INVERT AT TABLE LEVEL 48" DIA. NEW SEWER MAIN POSITIVE SEAL GASKET SYSTEM WITH POWER SLEEVE EXPANSION. ENGINEER TO OBSERVE CONNECTION. EXISTING SEWER MAIN GASKETED 22° ELBOW DI R E C T I O N O F F L O W PLAN VIEW NOTE: SEE SITE PLAN FOR CORE LOCATION, PIPE SIZE AND INVERT. REFORM OR RE-BUILD INVERTS AS NEEDED TAKE MEASURES TO ENSURE MANHOLE AND CONNECTIONS ARE WATER TIGHT GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE TESTING GRAVITY SEWERS AIR TESTING SEWERS 3 8 10 4 6 0.2 0.3 0.7 1.2 1.5 TESTING SHALL BE DONE IN ACCORDANCE WITH EPR CH. 1 1-1003(o)(2) PAGE 156. A.TEST THE GRAVITY SEWER BY A PRESSURIZED AIR TEST BETWEEN CONSECUTIVE MANHOLES. PLUG ALL OPENINGS OF THE TEST SECTION AND CONNECT THE AIR CONTROL EQUIPMENT TO THE TAPPED END. B.SUPPLY AIR SLOWLY TO THE PIPE UNTIL REACHING A CONSTANT PRESSURE OF 4.0 PSI GREATER THAN THE AVERAGE PRESSURE OF ANY SURROUNDING GROUNDWATER. PRESSURE WILL NORMALLY DROP AS TEMPERATURE STABILIZES. SUPPLY THE AIR SO THAT THE PRESSURE REMAINS ABOVE 3.0 PSI FOR AT LEAST 5 MINUTES DURING TEMPERATURE STABILIZATION. USE A PRESSURE GAUGE HAVING A RANGE FROM 0 TO 5 PSI. THE GAUGE SHOULD HAVE MINIMUM DIVISIONS OF 0.1 PSI AND AN ACCURACY OF +- 0.04 PSI. REGULATE THE AIR PRESSURE TO PREVENT IT FROM EXCEEDING 5.0 PSI. C.AFTER STABILIZATION, ADJUST PRESSURE TO 3.5 PSI OR ABOVE AND SHUT OFF AIR SUPPLY. START THE STOP WATCH. THE TIME REQUIRED FOR THE TEST IS DEPENDENT ON PIPE DIAMETER PER TOTAL LENGTH OF PIPE BEING TESTED AND MUST BE AT LEAST: D.IF THE SECTION OF LINE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACH SIZE AND ADD THE TEST TIMES TO EQUAL THE TOTAL SECTION TEST TIME. E.IF THERE IS GROUND WATER ABOVE THE SEWER LINE THE AIR TEST PRESSURE WILL BE INCREASED BY 0.5 PSI FOR EACH FOOT OF WATER ABOVE THE INVERT OF THE PIPE. DIFFERENCES DUE TO AIR TEMPERATURE AND BAROMETRIC PRESSURE WILL BE CONSIDERED NEGLIGIBLE. F.IF THE PRESSURE DROPS MORE THAN 1 PSI DURING THE TEST TIME, THE PIPE WILL HAVE FAILED AND ADEQUATE REPAIRS AND RETESTING WILL BE REQUIRED AT NO EXPENSE TO OWNER. G.IT IS NOT NECESSARY TO HOLD THE TEST FOR THE WHOLE PERIOD WHEN IT IS CLEARLY EVIDENT THAT THE RATE OF AIR LOSS IS LESS THAN THE ALLOWABLE. NOMINAL PIPE DIA. IN INCHES T (TIME) MIN/100 FT. 12 15 1.8 2.1 18 2.4 21 30 33 24 27 3.0 3.6 4.2 4.8 5.4 NOMINAL PIPE DIA. IN INCHES T (TIME) MIN/100 FT. 36 39 6.0 6.6 42 7.3 ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. DEFLECTION TESTING SEWERS A.AFTER A FLEXIBLE PIPE SEWER, SUCH AS PVC, HAS BEEN BACKFILLED FOR 30 DAYS, A PIPE DEFLECTION TEST SHALL BE PERFORMED. B.THE TEST SHALL BE CONDUCTED USING A RIGID BALL OR MANDREL HAVING A DIAMETER EQUAL TO 92.5% OF THE PIPE DIAMETER. THIS DEVICE WILL BE PULLED THROUGH THE SEWER BY A ROPE WITHOUT THE MEANS OF MECHANICAL EQUIPMENT. THE MAXIMUM ALLOWABLE VERTICAL DEFLECTION SHALL BE 7.5%. C. IF THE BALL OR MANDREL CANNOT BE SUCCESSFULLY PULLED THROUGH THE SEWER PIPE, THOSE SECTIONS OF PIPE NOT MEETING THE DEFLECTION REQUIREMENTS SHALL BE EXCAVATED AND THE EMBEDMENT AND BACKFILL REPLACED. IF, IN THE OPINION OF THE ENGINEER, THE PIPE HAS BEEN DAMAGED, IT SHALL BE REMOVED AND REPLACED. TRUDELL CONSULTING ENGINEERS LAST REVISED 12/28/2020 S 000.1.1 TESTING MANHOLES, TANKS, AND STRUCTURES 1.ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. 2.EACH STRUCTURE SHALL BE TESTED BY MEANS OF A WATER TEST OR VACUUM TEST PRIOR TO THE BACKFILLING OF THE STRUCTURE. IN ANY CASE THERE SHALL BE NO VISIBLE LEAKAGE INTO THE BASE OR WALLS OF A COMPLETED STRUCTURE. 3.AFTER THE STRUCTURE HAS BEEN ASSEMBLED IN PLACE, ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND PAINTED WITH AN APPROVED NON-SHRINKING MORTAR IN MANHOLES. THE TEST SHALL BE MADE PRIOR TO PLACING THE SHELF AND INVERT. IF THE GROUNDWATER TABLE HAS BEEN ALLOWED TO RISE ABOVE THE BOTTOM OF THE STRUCTURE, THE ENGINEER MAY DIRECT IT TO BE LOWERED FOR THE DURATION OF THE TEST. ALL PIPES AND OTHER OPENINGS INTO THE STRUCTURE SHALL BE SUITABLY PLUGGED AND THE PLUGS BRACED TO PREVENT DISPLACEMENT. 4.IF THE CONTRACTOR ELECTS TO BACKFILL PRIOR TO WATER TESTING, FOR ANY REASON, IT SHALL BE AT HIS OWN RISK AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO DETERMINE THE REASON FOR ANY FAILURE OF THE TEST. NO ADJUSTMENT IN THE LEAKAGE ALLOWANCE WILL BE MADE FOR UNKNOWN CAUSES SUCH AS LEAKAGE OF PLUGS, ABSORPTION, ETC. I.E., IT WILL BE ASSUMED THAT ALL LOSS OF WATER DURING THE TEST IS A RESULT OF LEAKS THROUGH THE JOINTS OR THROUGH THE CONCRETE. FURTHERMORE, THE CONTRACTOR SHALL TAKE ANY STEPS NECESSARY TO ASSURE THE ENGINEER THAT THE WATER TABLE IS BELOW THE BOTTOM OF THE STRUCTURE THROUGHOUT THE TEST. 5.IF THE GROUNDWATER TABLE IS ABOVE THE HIGHEST JOINT IN THE STRUCTURE, AND IF THERE IS NO LEAKAGE INTO THE STRUCTURE AS DETERMINED BY THE ENGINEER, SUCH A TEST CAN BE USED TO EVALUATE THE WATER TIGHTNESS OF THE STRUCTURE. HOWEVER, IF THE ENGINEER IS NOT SATISFIED, THE CONTRACTOR SHALL LOWER THE WATER TABLE AND CARRY OUT THE TEST AS DESCRIBED HEREINBEFORE. 6.MANHOLE WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF ONE HOUR TO ALLOW FOR ABSORPTION. AFTER ONE HOUR, THE STRUCTURE SHALL BE REFILLED TO THE TOP ABOVE ALL SEAMS. THE TANK SHALL BE TESTED FOR A MINIMUM OF 6 HOURS. AT THE END OF THE 6-HOUR TEST PERIOD, THE MANHOLE SHALL BE REFILLED TO THE STARTING POINT, MEASURING THE VOLUME OF WATER ADDED. THE VOLUME OF WATER ADDED SHALL BE CONVERTED TO A 24-HOUR RATE AND THE LEAKAGE DETERMINED ON THE BASIS OF DEPTH. THE LEAKAGE FOR EACH MANHOLE SHALL NOT EXCEED ONE GALLON PER VERTICAL FOOT FOR A 24 HOUR PERIOD AND THERE SHALL BE NO VISIBLE INFILTRATION. REPAIRS BY APPROVED METHODS MAY BE MADE, AS DIRECTED BY THE ENGINEER, TO BRING THE LEAKAGE WITHIN ALLOWABLE RATE OF ONE GALLON PER FOOT PER DAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UNCOVER THE MANHOLE, AS NECESSARY, AND TO DISASSEMBLE, RECONSTRUCT OR REPLACE IT AS DIRECTED BY THE ENGINEER. THE MANHOLE SHALL THEN BE RETESTED. 7.TANK WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF 24-HOURS TO ALLOW FOR ABSORPTION. PLASTIC, STEEL, AND FIBERGLASS TANKS DO NOT NEED A 24-HOUR ABSORPTION PERIOD AND MAY BE TESTED IMMEDIATELY. AFTER 24-HOURS, REFILL THE TANK. IF AFTER ONE HOUR THERE IS NO MEASURABLE DROP IN FLUID LEVEL THE TANK SHALL BE CONSIDERED WATER TIGHT. 8.MANHOLE VACUUM TEST: THE CONTRACTOR SHALL FURNISH THE MANHOLE CONE SEAL, VACUUM PUMP, ALL NECESSARY GAUGES, HOSES, AND EQUIPMENT TO PERFORM THE TEST. 8.1.MANHOLES THAT HAVE BEEN BACKFILLED SHALL BE EXCAVATED TO EXPOSE THE ENTIRE EXTERIOR OR THE WATER TEST SHALL BE USED. 8.2.A PLATE WITH AN INFLATABLE RUBBER RING THE SIZE OF THE TOP OF THE MANHOLE SHALL BE INSTALLED BY INFLATING THE RING WITH AIR TO A PRESSURE ADEQUATE TO PREVENT LEAKAGE OF AIR BETWEEN THE RUBBER RING AND THE MANHOLE WALL. 8.3.PUMP THE AIR OUT OF THE MANHOLE THROUGH AN OPENING IN THE TEST PLATE UNTIL A VACUUM IS CREATED INSIDE THE MANHOLE EQUAL TO 10 INCHES OF MERCURY USING AN APPROVED VACUUM GAUGE. THEN STOP THE REMOVAL OF AIR AND BEGIN THE TEST. 8.4.THE VACUUM DROP SHALL NOT EXCEED 1 INCH OF MERCURY OVER A 2 MINUTE PERIOD FOR MANHOLES 0-10' DEEP, OVER 2.5 MINUTES FOR MANHOLES 10.1-15' DEEP, AND OVER 3 MINUTES FOR MANHOLES DEEPER THAN 15'. IF MORE THAN A 1 INCH DROP OCCURS WITHIN 2 MINUTES, THE MANHOLE HAS FAILED THE TEST, AND IT SHALL BE REPAIRED OR RECONSTRUCTED AND THEN RETESTED UNTIL IT PASSES AT NO EXPENSE TO OWNER. 9.TANK VACUUM TEST: 9.1.USING A VACUUM TEST, SEAL THE EMPTY TANK AND RISERS AND APPLY A VACUUM TO 4 INCHES (100 MM) OF MERCURY. THE TANK IS CONSIDERED WATERTIGHT IF 90% OF THE VACUUM IS HELD FOR 5 MINUTES PER ASTMC1277-13 SEPTIC TANKS. 10.BACKFILL AROUND THE STRUCTURE UPON SATISFACTORY TEST RESULTS. TRUDELL CONSULTING ENGINEERS LAST REVISED 12/28/2020 S 000.1.3 S 000.2.1LAST REVISED 12/28/2020TRUDELL CONSULTING ENGINEERS CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER 1.CONTRACT DOCUMENTS:THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/ CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT, AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING). FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE”. AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM . 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 7.CODES AND STANDARDS COMPLIANCE:TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS, AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PRECEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. S 000.5.2LAST REVISED 06/14/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR WASTEWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN GENERAL ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE WASTEWATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED THOSE TESTS, AND THE WASTEWATER DISPOSAL AND COLLECTION SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-06 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SW 010.1.1 1" = 1' LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS TYPICAL STORM DRAIN TRENCH 1' FINISHED ROAD GRADE D + 8 " 1' NOTES ON STORM DRAIN TRENCH: A WET TRENCH SHALL BE DEWATERED PRIOR TO INSTALLING BEDDING DEPTH OF STORM DRAIN LINES VARY, REFER TO PLANS FOR DEPTH IN APPROPRIATE LOCATIONS. D FOR PAVED SURFACES VA R I E S (S E E P A V E M E N T S E C T I O N ) FOR GRASSED AREAS REPLACE TOPSOIL, SEED, AND MULCH OVERFILL TO ALLOW FOR SETTLEMENT. THOROUGHLY COMPACTED SELECTED BACKFILL FROM TRENCH EXCAVATION, FREE OF STONES LARGER THAN 3" IN DIAMETER. COMPACT BACKFILL IN 6" LIFTS. STORM DRAIN, (SEE SITE PLAN FOR PIPE SIZE & MATERIAL) THOROUGHLY COMPACTED 3/4" CRUSHED STONE BEDDING FOR CMP, PVC, OR HDPE PIPE. UNDISTURBED SOIL SW 040.1.1 1/2" = 1' LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS TYPICAL STORMWATER MANHOLE MAXIMUM PIPE SIZE MANHOLE NOTES: 1.IF DEPTH OF MANHOLE IS 7 FEET OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP WILL BE INSTALLED. IF DEPTH IS MORE THAN 7 FEET, THEN A CONICAL TOP WILL BE INSTALLED. 2.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS 3.ADJUST RIM AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. 6" 48"VARIES 12" INCREMENTS 8" 32" MIN. 56" MAX. 12" STORM DRAIN LINE 4" 36" 5" HEAVY DUTY FRAME & LID HS20 LOADING REQUIRED MARKED WITH "DRAIN" WITH INTEGRAL GASKET. NEENAH R-1743 OR EQUAL PRECAST CONCRETE ADJUSTMENT RING SECTION MINIMUM 4 INCHES, MAXIMUM 12 INCHES ECCENTRIC CONICAL TOP SECTION COPOLYMER POLYPROPYLENE LADDER RUNGS WITH 1/2" GRADE STEEL REINFORCEMENT OR EQUAL, 12" O.C. BUTYL JOINT SEALANT TO ALL JOINTS WELDED WIRE FABRIC (6 X 6 WWF) RUBBER BOOT (PRESS SEAL PSX) #4 BARS, 12" O.C., BOTH WAYS 12" GRAVEL OR 3/4" CRUSHED STONE FOR SUB-BASE OR AS REQUIRED BY ENGINEER. IF WET AND OR UNSTABLE CONDITIONS EXIST. UNDISTURBED SOIL 30" PVC 24" RCP,CSP,CAAP,CPEP 30" DIA. CL PAVED AREAS UNPAVED AREAS "CONFINED SPACE" GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 3/4"=1' LAST REVISED 03/30/2021TRUDELL CONSULTING ENGINEERS 24" 12" VARIES (SEE SITE PLAN) VARIES (SEE SITE PLAN BACKFILL WITH NATIVE MATERIAL. OVERFILL SLIGHTLY TO ALLOW FOR SETTLEMENT BANK RUN GRAVEL ABOVE STONE UNLESS OTHERWISE SPECIFIED 3/4" - 1-1/2" HARD WASHED STONE 4" PERFORATED SDR 35 PVC WRAP STONE MATERIAL IN GEOSYNTHETIC FABRIC, MIRAFI 140N OR EQUAL UNDISTURBED SOIL SEED AND MULCH FINISHED GRADE 2" 4" SW 010.1.3 CONCRETE FOOTER WITH REINFORCING BARS BOTH WAYS CONCRETE WALL WITH REINFORCING BARS BOTH WAYS 8" TYPICAL FOOTING DRAIN CROSS SECTION FINAL REQUIREMENTS BY STRUCTURAL ENGINEER 2 x 8 WOOD 1 VARIES 1 6" PERFORATED UNDERDRAIN WRAPPED IN FILTER FABRIC 12" THICK STONE LAYER FILTER FABRIC BETWEEN SOIL AND STONE 2.0' BIORETENTION SOIL LAYER SEE SITE PLAN FOR SOIL AREA SEE DETAIL FOR BIORETENTION MIX 3" MULCH LAYER BIORETENTION AREAS SEE SITE PLAN FOR GRADING 30 MIL MIN. POLY LINER TO BE INSTALLED AROUND ENTIRE BIORETENTION AREA AND BENEATH UNDERDRAIN. CONTRACTOR TO ENSURE LINER IS SEALED AND WATERTIGHT. ENGINEER TO VERIFY LINER INSTALLATION PRIOR TO BACKFILL. LINER TO EXTEND 2' MINIMUM UP SIDES OF BASIN SW-027LAST REVISED 03/05/2014TRUDELL CONSULTING ENGINEERS BIORETENTION UNDERDRAIN CLEANOUT 4" PVC SDR 35 RISER 4" PVC SDR 35 ELBOW 6"X6"X4" PVC SDR 35 45° WYE 6" PERF. SDR 35 PVC PIPE 6"FLOW 4" PVC CAP TO EXTEND 3" ABOVE TOP OF MULCH SEE DETAIL BELOW FOR BIORETENTION SOIL LAYERS PHOSPHORUS LEVELS SHALL BE VERIFIED BY TESTING OF BIORETENTION SOIL TO BE PROVIDED BY CONTRACTOR. THE SOIL SHALL BE TESTED USING THE MORGAN METHOD OR APPROVED EQUIVALENT. THE TEST RESULTS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. THE TEST RESULTS SHALL BE RECORDED WITH THE LOCAL DESIGN/PERMIT RECORDS. NOTE: CONTRACTOR SHALL CUT THE EXISTING LINER FOR EXTENSION OF BIORETENTION AREA. NEW LINER WILL OVERLAP EXISTING LINER AT LOCATION OF CUT BY 24" AND SHALL BE SEALED. NEW UNDERDRAIN LINE WILL TEE INTO EXISTING UNDERDRAIN PIPES IN THE LOCATION SHOWN IN THE SITE PLAN. SEE SITE PLAN FOR EXPANDED BIORETENTION AREA. TRUDELL CONSULTING ENGINEERS BIORETENTION SOIL MIX REQUIREMENTS BIORETENTION SOIL MIX THE BIORETENTION SOIL CONSISTS OF TWO LAYERS: THE UPPER MEDIA LAYER AND THE LOWER MEDIA LAYER. THE UPPER MEDIA LAYER SHALL EXTEND 12" BELOW THE MULCH LAYER AND SHALL CONSIST OF USDA SAND TO LOAMY SAND CLASSIFICATION, OR A WELL BLENDED, HOMOGENOUS MIXTURE OF THE FOLLOWING COMPONENTS: SAND 85-95% (NO MORE THAN 25% FINE OR VERY FINE SAND) SILT & CLAY 0-15% (NO MORE THAN 25% CLAY CONTENT BY WEIGHT) *ORGANICS 0-3% (COMPOST) OR 3-7% (PEAT OR OTHER ORGANIC MATERIAL) *ORGANICS SHOULD CONSIST OF COMPOST THAT MEETS THE DEFINITION OF "COMPOST" IN THE AGENCY'S SOLID WASTE MANAGEMENT RULES OR THE CONTAINMENT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT RULES §6-1104(g)(6-7), §6-1105(e)(8-9), AND §6-1106(e)(7-9). THE BIORETENTION SOIL MIX SHALL BE FREE OF STONES, STUMPS, OR ROOTS LARGER THAN TWO (2) INCHES IN ANY DIMENSION. THE SOIL MIX SHALL BE FREE OF NOXIOUS WEEDS. THE BIORETENTION SOIL SHALL BE TESTED FOR A PHOSPHORUS SATURATION RATIO (PSR) LESS THAN OR EQUAL TO 0.10. TESTING OF THE SOIL SHALL FOLLOW THE FOLLOWING PROCEDURE: 1.SAMPLES ARE TO BE AIR DRIED AND SIEVED THROUGH 2 MM PRIOR TO TESTING. 2.AIR-DRY, SIEVED SOIL SAMPLES ARE THEN TO BE EXTRACTED WITH THE MEHLICH-3 SOLUTION (0.2 M CH3COOH + 0.25 M NH4NO3 + 0.015 NH4F + 0.013 M HNO3 + 0.001 M EDTA) BY SHAKING A SOIL-SOLUTION SUSPENSION FOR 5 MINUTES AT A 1:10 (SOIL MASS:SOLUTION) RATIO, FOLLOWED BY FILTERING TO REMOVE PARTICLES ABOVE 2 μM IN SIZE (0.45 μM PORE SIZE IS ALSO ACCEPTABLE) 3.EXTRACTS FROM THE MEHLICH-3 PROCEDURE ARE TO BE ANALYZED FOR P, Fe, AND Al BY ICP-OES. 4.THE PSR IS THEN CALCULATED AS FOLLOWS: (PM3) PSR = ----------------------- (FeM3/56) + (AlM3/27) WHERE, PM3 = MEHLICH-3 P IN MG P PER KG DRY SOIL FeM3 = MEHLICH-3 Fe IN MG Fe PER KG DRY SOIL AlM3 = MEHLICH-3 Al IN MG Al PER KG DRY SOIL MEHLICH-3 EXTRACTIONS MUST BE USED FOLLOWING THE ABOVE PROTOCOL. OTHER SOIL TEST EXTRACTIONS, INCLUDING MODIFIED MORGAN TESTS, OXALATE EXTRACTIONS, WATER EXTRACTIONS, OR EXTRACTIONS USED TO QUANTIFY TOTAL ELEMENTS, ARE NOT ACCEPTABLE. 5.THE LOWER MEDIA LAYER SHALL CONSIST OF USDA SAND TO LOAMY SAND AND GENERALLY MEET THE SAME GRADATION AS THE UPPER MEDIA LAYER. THE LOWER MEDIA LAYER SHALL NOT HAVE COMPOST OR OTHER ORGANIC MATERIAL, UNLESS TO SUPPORT A TREE PLANTING. ORGANIC MATERIAL SHALL ONLY BE ACCEPTABLE IN THE LOCATION THAT THE TREE IS PLANTED. NOTE: CAMP PRECAST CATCH BASIN MODEL SHOWN. OTHER EQUAL PRECAST MANUFACTURERS MAY BE USED. SEE PLANS FOR INVERT AND REQUIREMENTS. NOTE: CAMP PRECAST TRENCH DRAIN MODEL SHOWN. OTHER EQUAL PRECAST MANUFACTURERS MAY BE USED. SEE PLANS FOR INVERT AND REQUIREMENTS. SW 000.1.2LAST REVISED 03/12/2021TRUDELL CONSULTING ENGINEERS SOIL DEPTH AND QUALITY SOIL DEPTH AND QUALITY REQUIREMENTS: 1.THE OPERATIONAL STORMWATER PERMIT REQUIREMENTS FOR THIS PROJECT INCLUDE PROVISIONS FOR RESTORING THE ABSORPTIVE CAPACITY OF DISTURBED AREAS WHERE INDICATED ON THE SITE PLAN(S) AND WITHIN THIS DETAIL. TO COMPLY WITH THESE REQUIREMENTS, TOPSOIL AND SUBSOIL IMPROVEMENTS, AMENDMENTS, DOCUMENTATION AND TESTING ARE REQUIRED PER THE INFORMATION HERE: 2.ALL AREAS INDICATED ON THE SITE PLANS WHICH ARE TO BE GRASSED AND HAVE BEEN DISTURBED OR COMPACTED BY CONSTRUCTION ACTIVITIES ARE SUBJECT TO SOIL DEPTH & QUALITY REQUIREMENTS AND SHALL HAVE FINAL GRADE PREPARED BY ONE OF THE FOLLOWING METHODS. OPTION 1: REMOVE AND STOCKPILE EXISTING TOPSOIL PRIOR TO GRADING. ·STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50 FEET FROM SURFACE WATERS, WETLANDS, NEW FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS; ·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE ORGANIC CONTENT REQUIREMENTS: PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND 65% INTO THE TOPSOIL AT A RATIO 1:3 TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL, OR CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AT A CALCULATED RATE TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL AT 4% ORGANIC CONTENT; 3.REPLACE STOCKPILED TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES PRIOR TO PLANTING; AND 4.RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER. OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL IN PLACE. ·SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 8 INCHES OF UNCOMPACTED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS ADDED. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·AMEND SOIL TO MEET ORGANIC CONTENT REQUIREMENTS: PRE-APPROVED RATE: PLACE 1 INCH OF COMPOSTED MATERIAL WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND 65% AND ROTOTILL INTO 3 INCHES OF SOIL, OR CALCULATED RATE: PLACE CALCULATED AMOUNT OF COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AND ROTOTILL INTO DEPTH OF SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC CONTENT; RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY. OPTION 3: IMPORT TOPSOIL MIX, OR OTHER MATERIALS FOR MIXING, INCLUDING COMPOST, OF SUFFICIENT ORGANIC CONTENT AND DEPTH. ·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·PLACE 4 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE. THE IMPORTED TOPSOIL MIX SHALL CONTAIN 4% ORGANIC MATTER. SOILS USED IN THE MIX SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA; ·RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND ·WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY. 5.IF AREAS THAT WERE INDICATED ON THE SITE PLAN AS NOT TO BE DISTURBED OR COMPACTED ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY WILL BE REQUIRED TO BE RESTORED BY ONE OF THE METHODS ABOVE. 6.THE CONTRACTOR SHALL PROVIDE LAB REPORTS, VOLUMETRIC CALCULATIONS, OR OTHER EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE ORGANIC CONTENT REQUIREMENTS. 7.THE CONTRACTOR SHALL PREPARE A SOIL DEPTH SAMPLING PLAN WITH SOIL DEPTH TEST HOLE LOCATIONS AT A RATE OF 9 TEST HOLES PER ACRE OF LAND SUBJECT TO THIS STANDARD AND AT LEAST 50' APART FOR APPROVAL BY THE ENGINEER. SOIL DEPTH TEST HOLES SHALL BE EXCAVATED USING A HAND SHOVEL DRIVEN SOLELY BY BODY WEIGHT TO A DEPTH OF 8”. THE CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE COMPACTION SAMPLING REQUIREMENTS. 8.SOIL DEPTH & QUALITY METHODS SHALL BE EMPLOYED TOWARDS THE END OF CONSTRUCTION AND ONCE ESTABLISHED SHALL BE PROTECTED FROM COMPACTION FROM MACHINERY OR VEHICLE TRAFFIC AND FROM EROSION. AREAS WHICH ARE COMPACTED OR DAMAGED SHALL BE REESTABLISHED PER THE METHODS ABOVE. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH THIS STANDARD. VARIES TRENCH DRAIN LENGTH TO MATCH GARAGE OPENING WIDTHNOTE: "DEEP SUMP" AS NOTED ON THE PLANS SHALL BE CATCH BASIN STRUCTURES WITH 4' (48") BELOW ANY PIPE INVERT. 24" SQUARE DEEP SUMP CATCH BASIN (48" DEPTH)TO BE INSTALLED BELOW OUTLET OF TRENCH DRAIN. BOTTOM OF TRENCH DRAIN TO BE OPEN TO ALLOW FOR INLET TO BASIN. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-07 03/01/2024   22-523 SLH CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SW 000.1.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR STORMWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE STORMWATER SYSTEM WAS INSTALLED AND TESTED (IF APPLICABLE)IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO SIGNIFICANT DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE WILL RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. CRITICAL STORMWATER SYSTEM COMPONENTS TO BE CERTIFIED MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, SHAPES OF DRAINAGE SWALES, VOLUMES OF TREATMENT PRACTICES, SLOPE OF DISCONNECT AREAS, AND OUTLET SIZE AND ELEVATIONS. THE CONTRACTOR SHALL SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED (IF APPLICABLE), AND SUCCESSFULLY PASSED THOSE TESTS, AND THE STORMWATER TREATMENT AND COLLECTION SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Details C8-08 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT E 050.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TEMPORARY SOIL STOCKPILE EROSION PROTECTION NOTES: 1.INSTALL SILT FENCE ALONG CONTOUR ON DOWNSLOPE SIDE OF STOCKPILE. COMPLETELY ENCLOSE STOCKPILE ON FLAT SITES. SILT FENCE TO REMAIN IN PLACE UNTIL MATERIAL IS REMOVED AND AREA IS STABILIZED. 2.A MINIMUM OF 5' SEPARATION BETWEEN THE TOE OF THE STOCKPILE SLOPE AND THE SILT FENCE IS REQUIRED AT ALL TIMES 5' TO 10' SILT FENCE 5' TO 10' SILT FENCE MAINTAIN VEGETATED COVER SOIL STOCKPILE 19' (MAX.) OPENING IN SILT FENCE FOR ACCESS TO STOCKPILE TO BE LOCATED AT THE UPGRADIENT END OF FLOW 2 1 FLOW SOIL STOCKPILE TEMPORARY SEED & MULCH 5' TO 10' SILT FENCE INSTALL SHALLOW TRENCH AROUND MOUND E 030.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS 1.STONE SIZE - USE 4-8" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH APPLIES). 3.THICKNESS - NOT LESS THAN 8". 4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5.GEOTEXTILES MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY AND DISPOSED OF IN ACCORDANCE WITH THE EPSC PLANS. (i.e. PLACED IN A SOIL STOCKPILE OR AREA WHERE IT CAN BE STABILIZED PER EPSC DETAILS). IF SWEEPING IS THE CHOSEN METHOD FOR REMOVAL THE SWEPT MATERIAL MUST BE COLLECTED AND DISPOSED OF AS STATED ABOVE. 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT REQUIREMENTS BASED ON SITE CONDITIONS, WEATHER AND FLOW OF TRAFFIC. PUBLIC ROADWAY PROFILE EXCAVATION SITE PLAN SEE CONSTRUCTION SPECIFICATION 4 4-8" CRUSHED STONE AGGREGATE PLACED ON GEOTEXTILE FABRIC 4" ABOVE EXISTING GRADE 4" BELOW EXISTING GRADE 50' VA R I E S 8" EXCAVATION SITE EXISTING GRADE GEOTEXTILE FABRIC PROVIDE A DIVERSION RIDGE (12" TALL) WHEN THE GRADE EXCEEDS 2% TO KEEP RUNOFF & SEDIMENT OUT OF THE PUBLIC ROAD R=12' E 000.1.1LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS GENERAL CONSTRUCTION SEQUENCE 1. INSTALL BARRIER TAPE. 2. INSTALL CONSTRUCTION ENTRANCE AS SPECIFIED IN PHASE. 3. INSTALL SILT FENCE IN LOCATION SHOWN ON PLANS AS DETAILED. 4. STAKE OUT CONSTRUCTION, DEMO SITE 5. STOCK PILE, PROCESS, AND DISPOSE OF TREES. 6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH DITCHLINES FROM DOWNHILL TO UPHILL, 7. CONSTRUCT SITE FEATURES. 8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS. TRUDELL CONSULTING ENGINEERS TYPICAL SILT FENCE WITH WIRE REINFORCEMENT E 020.1.2LAST REVISED 04/01/2021 CONSTRUCTION SPECIFICATION FOR SILT FENCE 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF RECEIVING WATERS. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHED HALF OF FABRIC HEIGHT. 6.INSPECT SILT FENCE AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER EACH RAIN EVENT. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SEDIMENT REMOVED WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE. 7.UPON FINAL STABILIZATION OF THE AREA UPHILL OF THE SILT FENCE, IT SHALL BE REMOVED WITH THE APPROVAL OF THE ENGINEER. 6" (MIRAFI ENVIROFENCE, OR APPROVED EQUAL MAY BE SUBSTITUTED.) FLOW FILTER FABRIC, OR WOVEN WIRE FABRIC 1 1/2" HARDWOOD POSTS OR METAL STAKE (6' TO 10' MAX. O.C.) KEY FABRIC INTO GROUND (MIN. 6") 16" MIN. 20" MIN. UNDISTURBED SOIL BACKFILL WIRE REINFORCEMENT E 060.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS EXCAVATION DEWATERING DETAIL FROM PUMP LOCATED IN EXCAVATION SUMP PUMPS SHOULD BE SURROUNDED BY CRUSHED STONE SILT BAG SPILLWAY TYPICAL STONE CHECK DAM LOCATED IN NEAREST VEGETATED SWALE TO DEWATERING ACTIVITIES TYPICAL VEGETATED SWALE 1" - 3" HOSE DITCHLINE 2 1 3/4" CRUSHED STONE EXCAVATION 24" PIPE EMBEDDED 24" IN CRUSHED STONE PUMP NOTES: 1.OPERATE DEWATERING SYSTEM TO PREVENT TRANSPORT OF SEDIMENT INTO WATERS OF THE STATE. 2.CLEAN SILT BAG AT THE END OF EACH DAY OR MORE FREQUENTLY IF NECESSARY. E 040.1.2LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS CATCH BASIN (CB) FINE GRAVEL FACE (1' MIN. THICKNESS) 1' 3:1 SLOPE 2:1 SLOPE 3" STONE TEMPORARY SEDIMENT POOL 6' TYPICAL INLET PROTECTION 1' INSTALL TEMPORARY FLEXSTORM FILTER OR APPROVED EQUAL, UNDER GRATE FINISH GRADE NOTES: 1.INLET PROTECTION UNDER THE GRATE SHALL BE USED WHERE INDICATED ON SITE PLANS. 2.LIFT THE GRATE AND INSTALL THE FILTER FABRIC (ADS FLESXTORM CATCH-IT OR EQUAL) OVER THE FRAME AND THEN RESTORE GRATE BACK IN PLACE. 3.OBSERVE INLET(S) AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF RAIN EVENT. CLEAN, REPAIR OR REPLACE WEEKLY AS NEEDED. 4.UPON STABILIZATION OF THE PROJECT SITE, THE INLET PROJECTION SHALL BE REMOVED. CONFIRM STABILIZATION WITH ENGINEER. E 000.3.3LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS EROSION CONTROL NOTES 1)THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME. 2)EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH MOVING OPERATIONS. 3)CONTRACTOR AND/OR OWNER (OR APPOINTED DESIGNATE) SHALL INSPECT ALL EROSION CONTROL FEATURES AT LEAST ONCE PER WEEK AND AFTER ANY STORM EVENT GENERATING RUNOFF FROM THE SITE. 4)AFTER VEGETATION HAS BEEN FULLY ESTABLISHED, THE TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED. 5)PROVIDE EROSION CONTROL MATTING ON ALL DISTURBED SLOPES WITH A PITCH OF 3H:1V OR GREATER. 6)EXCAVATION AND PIPE INSTALLATION SHALL BE AVOIDED DURING PERIODS OF SIGNIFICANT PRECIPITATION. 7)ALL SEDIMENT AND EROSION CONTROL PRACTICES AND VEGETATIVE STABILIZATION SHALL BE IN ACCORDANCE WITH THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL (ANR 2006). TYPICAL SAND BAG INLET PROTECTION 12 IN. MINIMUM LAST REVISED 04/01/2021 E 040.1.3TRUDELL CONSULTING ENGINEERS 18 1/2 IN. X 28 IN. WOVEN POLYPROPYLENE BAGS. FILL 1/2 - 2/3 FULL WITH 1/2 TO 1 IN. CLEAN STONE CONCRETE CURB IF APPLICABLE SURROUND INLET WITH TWO COURSES OF BAGS (MINIMUM) INTERWEAVE BAG ENDS TO CLOSE GAPS BETWEEN BAGS AND TO SEAL BAGS; TAMP BAGS IN PLACE NOTE: THE 12-INCH HEIGHT REQUIREMENT IS WAIVED IN CASES WHERE IT WILL CAUSE FLOOD DAMAGE IF THE STONE BAGS ARE OVERTOPPED UNDISTURBED SOIL FINISHED GRADE EXTRA SAND BAGS AS NEEDED INLET GRATE, INSTALL COIL INLET FILTER MAT ON GRATE WITH ZIP TIES FLOW TYPICAL SOIL STABILIZATION & SEEDING SPECIFICATIONS DETAIL MULCH APPLICATION RATE: 1.5" THICK MIN. NOTES: 1.SOIL SURFACE AND FILL COMPONENTS MUST NOT BE FROZEN WHEN PLACED. 2.SLOPES 2:1 OR STEEPER MUST BE MECHANICALLY STABILIZED WITH A RETAINING STRUCTURE OR APPROPRIATE GEOTEXTILE (AS SPECIFIED BY ENGINEER). 3.STRAW MULCH OR EROSION CONTROL BLANKET CAN BE USED ON AREAS WITH SLOPES EQUAL TO OR LESS STEEP THAN 3:1. HYDROMULCH MAY BE USED FOR PERMANENT SEED ESTABLISHMENT ONLY, NOT FOR TEMPORARY CONDITIONS. 4.HAY MULCH SHALL CONSIST OF MOWED AND PROPERLY CURED STEMS OF CEREAL GRAINS (WHEAT, OATS, BUCKWHEAT, ETC.) REASONABLY FREE OF WEEDS, TWIGS, DEBRIS OR OTHER OBJECTIONABLE MATERIAL. IT SHALL BE FREE FROM ROT OR MOLD AND SHALL BE ACCEPTABLE TO THE ENGINEER. 5.BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN WASHED OUT OR HAVE BECOME DAMAGED SHALL BE REPAIRED IMMEDIATELY. STRAW MULCH FOR SLOPES EQUAL TO OR LESS STEEP THAN 3:1 TRACK FINAL GRADED AREA PRIOR TO PLACEMENT OF SEED MULCH/MATTING TEMPORARY STABILIZATION DURING CONSTRUCTION THE SEED MIX SPECIFIED BELOW IS FOR ALL AREAS THAT ARE STABILIZED TEMPORARILY PER THIS DETAIL DURING CONSTRUCTION TO BE USED ONLY WHEN SPECIFIED BY ENGINEER FOR EROSION OR SEDIMENT CONTROL. 1.TEMPORARY SEED MIX: 30% RED FESCUE 30% ANNUAL RYEGRASS 30% PERENNIAL RYEGRASS 10% TALL FESCUE (*or APPROVED EQUIVALENT) 2.APPLICATION RATE: 60lb/acre (1.4 lb/1000 s.f.) 3.MULCH APPLICATION RATE: 1.5" THICK MINIMUM 90-100% COVERAGE NORTH AMERICAN GREEN S150BN EROSION CONTROL BLANKET. INSTALL IN ACCORDANCE WITH MANUFACTURER DOCUMENTS ON TOP OF EPSC SEED MIX REQUIRED ON ALL SLOPES 2:1 OR STEEPER SEED MIX: SEED LAWN, SEE SEEDING SPECIFICATIONS 85 85 90 85 GERM % 85 85 90 85 GERM % 95 98 95 98 PURE % 95 85 95 98 PURE % PERENNIAL RYEGRASS BIRDSFOOT TREFOIL TALL FESCUE CREEPING RED FESCUE NAME ANNUAL RYE GRASS KENTUCKY BLUE GRASS PERENNIAL RYE GRASS CREEPING RED FESCUE NAME 5 10 20 20 LBS./ACRE 4.0 34.0 8.0 34.0 LBS./ACRE 9.0 18.2 36.4 36.4 % BY WEIGHT 5.0 42.5 10.0 42.5 % BY WEIGHT 1.THE SEED MIXTURE SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY WEIGHT, AND SHALL BE FREE OF ALL NOXIOUS WEED SEED. 2.SEED TO BE APPLIED PER SEEDING FORMULAS AS DIRECTED BY ENGINEER. 3.FERTILIZER FORMULA 5-10-10 TO BE USED WITH SEED, APPLIED AT THE RATE OF 600 LB/ACRE. 4.AGRICULTURAL LIMESTONE TO BE APPLIED AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 5.HAY MULCH TO BE EVENLY SPREAD AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 6.TOPSOIL TO BE USED WITH SEED AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 7.ALL RUNOFF DIVERSION MEASURES SHALL BE INSTALLED PRIOR TO FINAL GRADING AND SEEDING PREPARATION. 8.COMPACTED AREAS OF EARTH SHALL BE MECHANICALLY LOOSENED TO PROVIDE AN ADEQUATE ROOTING ZONE TO A MINIMUM DEPTH OF 12 INCHES. 9.SEEDED AREAS SHALL BE WATERED UNTIL VEGETATION IS ESTABLISHED WHEN ADEQUATE PRECIPITATION IS NOT AVAILABLE. E 090.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TOPSOIL: 1.ALL AREAS TO BE GRASSED SHALL HAVE A MINIMUM OF 4” OF TOPSOIL PLACED TO ACHIEVE FINAL GRADE. 2.TOPSOIL SHALL HAVE AT LEAST 6 PERCENT BY WEIGHT OF FINE TEXTURED STABLE ORGANIC MATERIAL, AND NO GREATER THAN 20 PERCENT. MUCK SOIL SHALL NOT BE CONSIDERED TOPSOIL 3.TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT MORE THAN 15% CLAY. 4.TOPSOIL SHALL BE RELATIVELY FREE OF STONES OR 1 ½ INCHES IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS NUT SEDGE AND QUACKGRASS, AND SHALL HAVE LESS THAN 10 PERCENT GRAVEL. 5.SOME AREAS MAY BE SUBJECT TO ADDITIONAL/ALTERNATIVE REQUIREMENTS UNDER THE SOIL DEPTH & QUALITY STANDARD. THESE AREAS WILL BE IDENTIFIED ON THE SITE PLANS. SEEDING MIX #1 - URBAN AREAS (MOWED LAWN AREAS) SEEDING MIX #2 - RURAL AREAS (MEADOWS, UNDEVELOPED AREAS) SEEDING SPECIFICATIONS: FINAL STABILIZATION 12" 12 " Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Handbook Page 1 C8-09 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Handbook Page 2 C8-10 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT D D D D D D OH OH OH 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D W W W W W W W W W W W W S S S S S S S S S D D D UP UP UP UP D D D So Burlington Fire Tr u c k TCE So Burlington Fire T r u c k TCE W S 18 0 120 90 OUTSIDE SWEPT PATH PATH OF FRONT WHEEL INSIDE SWEPT PATH 60 30 STEERING LOCK ANGLE = 40.0 deg. ACHIEVED STEERING ANGLE: 30 deg. SWEEP ANGLE: 20.6 deg. 60 deg. SWEEP ANGLE: 30.2 deg. 90 deg. SWEEP ANGLE: 34.9 deg. 120 deg. SWEEP ANGLE: 37.3 deg. 180 deg. SWEEP ANGLE: 39.3 deg. So Burlington Fire Truck TCE [ft] Copyright (c) 2012, Transoft Solutions 56.0 ft4.0 ft 36.0 ft 10.0 ft 8.5 ft Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 E1-01 03/01/2024 1" = 20' 22-523 RMP CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Emergency Vehicle 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 SSSSSSSS OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W UP UP UP UP UP SSSSSSSS GRAVEL DRIVE GRAVEL DRIVE GRANITE CURB PR I V A C Y W A L L , TY P . D D D D D D D D DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DDD D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 21 5 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 21 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 (3) AF (1) PS (6) RR (5) CAH (6) SJL (6) PVN (1) NS (9) PVN (1) VT (1) AB (1) AAM (11) CAK (1) PS (1) AAM (10) JH (12) CAK (3) HAL (7) JH (32) CAK (4) CAK (7) JH (4) CAK (10) PVN (21) SAW (12) HAI (2) CC (22) JH (1) CC (6) MML (16) RAG (7) SJL (3) PS (5) CAR (14) SBT (1) IVM (3) IVF (3) IVF (1) IVM(3) CS (95) SH (5) CSK (3) AAM (3) VT (1) AB (73) HM (1) CC (9) SAW (1) HSS (1) NS (3) HAP (45) HM (3) RS (3) BM (1) HSS (26) HS,HMA INTERMIXED IN GROUPS OF 5 OR MORE (6) SAW (8) PVN (5) CAH (5) CSK (1) MML (1) BM (11) RAG (1) HSS (1) HSS (1) HSS (1) HSS (1) HAL (1) BM (3) TM (1) TM (6) PVN (6) HS (1) HSS (4) CS (13) ADDA 7 BIO: (20) AN (14) IVE (14) SH (14) PVN DA 1 BIO: (25) AN (15) AD (30) EP (20) IVE (40) SS (10) SH (30) PVN DA 3 BIO: (20) AD (25) EP (15) IVE (30) PVN (40) SS (75) SH (36) HS, HMA INTERMIXED IN GROUPS OF 5 OR MORE (1) MML (4) SAW (5) HAI (8) HS (1) HSS (1) HSS (1) AMS (15) HS (1) BM (1) HSS (1) HSS (3) HAL (8) HS(1) BM (1) HAL (1) HSS (1) HSS (5) HS (5) RAG (6) HAI (1) HS (1) PS (1) AAM (8)RAG (1) AAM (1) HAL (16) RR (4) RAG (11) SBT (1) NS (6) SJL(48) CAK (37) EPM (1) MML (9) RR (6) SJL (19) SBT (3) RS (3) AAM (5) RS (1) CC (5) CS (1) AF (15) CSK (8) CAH (1) PS (67) EPM (2) GT (6) PVN (33) SH (16) RAG (5) EPM 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   Landscape Plan LA-1.0 03/01/2024 1" = 20' 22-523 LET CMJ LET   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION PLANTING NOTES 1.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. 7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE.  TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 10.ALL PLANT BEDS SHALL RECEIVE TWO INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING. 14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 15.SEE SPECIFICATIONS FOR TERMS OF PLANT MATERIAL ESTABLISHMENT PERIOD AND GUARANTEE. 16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE. 17.PROVIDE METAL TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON WALL. Plant Schedule 1 SOILS NOTE 1.SOILS IN PLANTING AREAS SHALL BE EVALUATED PRIOR TO PLANTING. IF SOILS ARE FOUND TO BE COMPACTED FROM PREVIOUS USE, SOILS SHALL BE REMEDIATED THROUGH DECOMPACTION AND AMENDMENT BASED ON SOIL TESTING FROM A CERTIFIED SOILS LAB AND/OR REPLACED WITH LOAM PLANTING SOIL AS APPROVED BY LANDSCAPE ARCHITECT. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   Landscape Details LA-2.0 03/01/2024   22-523 LET CMJ LET   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 L 050.1.3LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS TREE PROTECTION FOR TREES TO REMAIN WITHIN LIMIT OF LANDSCAPE WORK AREA: CONTRACTOR SHALL CONTACT ARBORIST PRIOR TO DEMOLITION TO PERFORM RECOMMENDED TREATMENTS (FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TOREMAIN BEFORE BEGINNING DEMOLITION PLAN VIEW EXISTING TREE EXISTINGTREE 6' MIN. SECTION VIEW PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT EXISTING TREE (S) LI M I T O F D R I P L I N E (V A R I E S ) WOODEN OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP SAW LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF FENCING (MULTIPLE TREES) EXISTING GRADE LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) LIMIT OF FENCE (INDIVIDUAL TREE) LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES) WOODEN OR METAL POSTS (MAX. 8' SPACING) 2x4 DIM. LUMBER ATTACHED W/METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.). CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK W/BURLAP PRIOR TO ARMORING, OR APPROVED ALTERNATIVE METHOD NO STORAGE OF EQUIPMENT OF MATERIALS WITHIN DRIPLINE L-010.1.7 DECIDUOUS TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 03/10/2022 EQEQ EQ 2"X2"X10' FIR STAKES; STAINED BLACK; 3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT STEEL WIRE OF NO. TEN (10) GAUGE SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED GARDEN HOSE TREE SHALL BE PLUM AFTER SETTLEMENT TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE ROOT FLARE SHALL BE EXPOSED; MULCH SHOULD NOT BE WITHIN 4" OF TREE TRUNK PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED BARK MULCH, AS SPECIFIED FREE DRAINING UNDISTURBED OR COMPACTED SUBGRADE 1/4" = 1' 4' FOR ALL FALL PLANTING, WRAP TRUNK AT 2ND LOWERS BRANCH. REMOVE SPECIFIED TREE WRAP THE FOLLOWING SPRING BARK MULCH SAUCER L-010.1.5 EVERGREEN TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020 12" LENGTH SET BY HEIGHT OF ROOTBALL 3 1 2" SHREDDED BARK MULCH, AS SPECIFIED (HOLD MULCH OFF ROOT FLARE) 2"X2"X10' FIR STAKES , STAINED BLACK; 3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT STEEL WIRE OF NO. TEN(10) GAUGE SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED RUBBER GARDEN HOSE TREE SHALL BE PLANTED WITH TOP OF ROOTBALL BEARING THE SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE. TREE SHALL BE PLUMB AFTER SETTLEMENT 4' PLANTING SOIL MIX ROLL BURLAP BACK FROM TOP 1/3 OF ROOTBALL BEFORE BACKFILLING. UNTIE ROPE FROM TRUNK FREE DRAINING SCARIFIED SUBGRADE 1/2" = 1' L-020.1.5 SHRUB PLANTING LAST REVISED 11/02/2021TRUDELL CONSULTING ENGINEERS 12 " M I N . PLACE SHRUBS PERPENDICULAR TO GRADE CURB 2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB, HOLD TOP OF SETTLED MULCH 1" BELOW CURB PLANTING SOIL MIX THROUGHOUT ENTIRE PLANTING AREA FINISH GRADE PLACE ROOTBALL ON COMPACTED SUBGRADE FREE DRAINING SCARIFIED UNDISTURBED SUBGRADE 1" = 1' REMOVE TOP HALF OF WIRE CAGE AND REMOVE BURLAP FROM ROOTBALL PERENNIAL GRASSES TRUDELL CONSULTING ENGINEERS 12 " SEE LANDSCAPE PLAN FOR SPACING SEE LANDSCAPE PLAN FOR SPACING HERBACEOUS PLANT, TYP. EDGE OF PAVEMENT OR EDGE OF PLANTING BED PERENNIAL/ORNAMENTAL GRASS, PLACE CROWN ABOVE MULCH, SPACE AS SHOWN ON PLANT LIST BARK MULCH, SEE SPECS PLANTING SOIL MIX FREE DRAINING UNDISTURBED SUBGRADE OR COMPACTED LOAM FILL. PERCOLATION REQUIREMENTS FOR SUBSOIL PER PLANTING SOIL SPECIFICATIONS L-030.1.4LAST REVISED 03/10/2022 040.1.1 LAWN SEEDING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS NOTE: ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE 6" SEED AS SPECIFIED PLANTING SOIL MIX, (ROLLED THICKNESS) FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' 040.1.2 SEEDING ON SLOPES TRUDELL CONSULTING ENGINEERS LAST REVISED 02/11/2020 NOTES: 1.ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. TEMPORARY OR PERMANENT SEEDING SHALL OCCUR WITHIN 7 DAYS OF DISTURBANCE. 2.SEEDING AND MULCHING OF DISTURBED AREAS SHALL TAKE PLACE WITHIN 48 HOURS OF FINAL GRADING. 3.APPLY PERMANENT SEEDING PRIOR TO PLACING EROSION CONTROL BLANKETS. 4.IF SEEDING IS NOT DONE BY HYDROSEEDING, MULCH SHALL BE STRAW AND SHALL BE APPLIED AT A RATE OF 90-100 LBS/1,000SF. MULCH SHALL NOT BE PLACED ON SLOPES GREATER THAN 3:1. SEED IMPREGNATED MULCH SHALL BE USED IN ITS PLACE. 5.SEEDING SHALL OCCUR AFTER APRIL 15 AND PRIOR TO SEPTEMBER 15G IN ORDER TO ESTABLISH A STAND OF GRASS/VEGETATION PRIOR TO GROUND FREEZING. SEED SHALL BE IN ACCORDANCE WITH SEE SPECIFICATIONS ON THIS SHEET AND SHALL BE APPLIED PER MANUFACTURERS RECOMMENDATIONS. 6.COVER SEED WITH 1/4" SOIL UNLESS A HYDROSEEDER IS USED. 2:1 M A X . S L O P E 4" PLANTING SOIL MIX, ROLLED THICKNESS, SEE SPECIFICATIONS SEED MIX AND EROSION CONTROL MATTING, SEE CIVIL DRAWINGS FOR EROSION CONTROL DETAILS AND SPECIFICATIONS FREE DRAINING UNDISTURBED OR COMPACTED SUBGRADE L-030.1.3 GROUNDCOVER LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS 12 " M I N . GROUNDCOVER 2" BARK MULCH PLANTING SOIL MIX FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' L-020.1.3 SHRUB ON SLOPE TRUDELL CONSULTING ENGINEERS LAST REVISED 11/02/2021 12 " M I N . 12" MIN. 1-1/2'' DEPTH MULCH OR SEED, SEE PLANTING PLAN SLOPE LINE SHRUB PLANTING, INSTALL PLUMB PLACE PLANT 2" ABOVE SURROUNDING GRADE 2" BARK MULCH (PULL BACK AWAY FROM BASE OF SHRUB) PLANTING SOIL AS SPECIFIED INDIVIDUALLY EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL WITH SPECIFIED SOIL MIX UNDISTURBED SUBSOIL 1" = 1' 2:1 M A X REMOVE TOP HALF OF WIRE CAGE AND REMOVE BURLAP FROM ROOTBALL LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS STONE DRIP EDGE L 060.1.5 12" 1' ED G E O F R O O F L I N E VARIES NOTE: 1.INSTALL DRIP EDGE BASED ON LAYOUT PROVIDED IN THE LANDSCAPE PLANS BUILDING EDGE 3-4" MINUS GRANITE DRIP EDGE, INSTALL FLUSH WITH SURROUNDING GRADE COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT STEEL EDGING PAINTED BLACK MANUFACTURER: BORDER CONCEPTS EDGING: BORDER KING STAKES: 24" LONG CONTRACTOR TO PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL COMPACTED SUBGRADE 1/2" = 1' Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   Site Details LA-2.1 03/01/2024   22-523 LET CMJ LET   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL CURVED BENCH NTS SCULPTURE NTS PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL CURVED BENCH-WALL CAP NTS WOOD SHALL BE TOP GRADE, NORTHERN WHITE CEDAR OR APPROVED EQUAL. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. OR APPROVED EQUAL WOOD PRIVACY FENCE NTS PRODUCT INFORMATION: DESCRIPTION: STAINLESS STEEL GULLS MANUFACTURER: DALE ROGER MODEL: GULLS CONTACT INFO: NAME: Dale Roger WEBSITE: https://dalerogersstudio.com/gulls/ PHONE: 978-621-7826 OR EQUAL D D D D D D OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB SB 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W UP UP UP UP UP UG UG UG UG SSSSSSSS GRANITE CURB D D W W W W W W W W W W W W S S S S S S S S S UP UP UP UP W S A A A A A A A A AB B B B B B B B B B C B B B B B B B MULTIFAMILY RESIDENTIAL 27 DU MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FINANCIAL INSTITUTION A A D E E E A F F E E E E 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   Lighting Plan LI-01 Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   0 Feet Graphic Scale 20 40 60 CALC ZONE #1 CHASE PARKING SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP A 30 white LEDs B LED NOTES: 1.AREA LIGHT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR LIGHTING INSTALLATION. 2.DISCREPANCIES BETWEEN THIS SHEET AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. 3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC CONTRACTOR PRIOR TO ORDERING. 4.POLE-MOUNTED FIXTURES TO BE SET WITH A 17-FT MOUNT HEIGHT ABOVE GROUND ELEVATION. 5.BUILDING-MOUNTED FIXTURES TO BE SET PER ARCHITECTURAL PLANS. 18 12 1.1 fc 1.8 fc AVG. ILLUMINATION (HORIZONTAL) C LED1 Site Light MANUFACTURER Galleon Wall Luminaire - Type IV N/A 2.8:1 19.7 fc 10.6 fc MAX. POINT ILLUMINATION UNIFORMITY RATIO (AVG:MIN) 0.0 fc 0.8 fc MIN. POINT ILLUMINATION COOPER LIGHTING SOULTIONS McGRAW-EDISON (FORMERLY EATON) WAC Lighting Landscape Forms LE330-T4-HO-CLR WS-W5516 A111914 GWC-SA1C-730-U-SL 4 Architectural Wall Light - Twilight D N/A1 E LED7Chase Building CanopyFORMA LIGHTING BULLET 127 - RECESSED C-LITE C-CP-C-SQ-3L-40K-XXX 3499BB12-804032 ATM Canopy MIXED-USE PARKING SWIFT ENTRANCE 1.2 fc 1.4 fc 6.0:1 3.5:1 2.8 fc 2.8 fc 0.2 fc 0.4 fc F LED2Pureform Bollard - Type VGardco Signify PBL-14-L-100-NW-G2 OH P OH P OH P OH P OHP OHP ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN BASES SWIFT STREET SH E L B U R N E R O A D / U . S . R O U T E 7 1 STORY COMMERCIAL BUILDING 1 STORY CONVENIENCE STORE GAS PUMP CANOPY 1 STORY VACANT BUILDING S58° 1 4 ' 5 5 " W 55.80 ' S85°58'09"E 239.14' N0 3 ° 5 7 ' 1 8 " E 13 9 . 5 0 ' S85°22'45"E 44.66' N86°35'46"E 78.84' S86°15'14"E 118.15' N 04°37'15" E 7.00' 1/2" IRF 0.15' A.G. 0.36' S59°05'12"E OF COMPUTED CORNER 1" IPF, LS 48 0.85' S55°00'19"E OF COMPUTED CORNER PAVED DRIVE PAVED DRIVE PAVED DRIVE OH P 49 . 5 ' SE E N O T E 4 CMF DIST 0.5' B.G CMF DIST 0.5' A.G 4.06' S 03°57' 18" W OF COMPUTED POINT SIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS 709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SE E NO T E # 6 SHED SHED 88.27' N 04°26'54" E 125.16' N 03°36'48" E IRS IRS IRS IRS IRS IRS IRS S 0 4 ° 3 0 ' 0 9 " W 2 2 3 . 4 3 ' 42 . 8 4 ' 55 . 8 0 ' 32 . 4 7 ' 92 . 3 2 ' N 85°05'43" W 198.01' 121.57' 52.19' 24.24' N 0 5 ° 2 2 ' 4 6 " E 2 5 3 . 1 0 ' 13 7 . 1 0 ' 11 6 . 0 0 ' 0 Feet Graphic Scale 30 60 90 15°± VT G r i d M a g n e t i c Gary Bourne & 764 Shelburne Road, LLC. Parcel ID#'s:1700-00031,1540-00760, 1540-00764 31 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd. South Burlington, Vermont Subdivision of Lands of MJB & DLH 08/03/2022 1"=30' DLH & DBM 22-523 N/A S1-01 22-523 SOUTH BURLINGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD AT _____________ O'CLOCK ____________ MINUTES ________ M ______________________________________A.D. 202_________ AND RECORDED IN SLIDE_______________________ATTEST ____________________________________ CITY CLERK Parcel ID#:1540-00792 MOUNTAHA HANDY REVOCABLE TRUST v. 691 p. 28-32 Parcel ID#: 1700-00045 TKHS, LLC v. 1059 p. 134 Parcel ID#:1540-00730 THERESA M. LEE LIVING TRUST v. 924 p. 137-139 Parcel ID#: 1700-00031 LOT 3 GARY BOURNE v. 326 p. 50-52 31 SWIFT STREET 16,575 S.F. BEFORE 46,359 S.F. AFTER NOTES 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH, INCLUDING THE USE OF THE FOLLOWING PLANS; A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON, VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDED IN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTE PROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY, 1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY & JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BY WARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST 23, 2021 NAD 83 (2011) 3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAY AND/OR COVENANTS. 4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OF RECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 ARE BASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M 5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OF TRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOUR ENGINEERING CONSULTING. 5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATION FOUND IS AS NOTED. 6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TO NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED IN VOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREET BEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT. 7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT, CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TO VERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON ROD SHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2. 9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTY LINES BETWEEN LOTS 1, 2 AND 3. N/F LEGEND: EXISTING PROPERTY LINE ABUTTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED TO BE REMOVED PROPOSED NEW PROPERTY LINE SIDELINE OF EASEMENT CHAIN LINK FENCE OVERHEAD WIRE NOW OR FORMERLY IRON PIPE FOUND (IPF) CONCRETE MONUMENT FOUND (CMF) IRON REBAR (TO BE SET) IRON REBAR FOUND SURVEY POINT - NO MARKER FOUND OR SET IRS IRF Th i s p l a t w a s c r e a t e d u s i n g p i g m e n t b a s e d i n k o n s t a b l e m e d i a DescriptionRevisions ByDate# 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS Date: Scale: Drawn By:Crd file: Sheet:Surveyed By:Field Bk: Project #: TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE REQUIREMENTS OF 27 VSA SECTION 1403. DATED THIS __________ DAY OF _______________, 2023 _________________________________________ DOUGLAS L, HENSON, L.S. 656 OHP DLH2-7-23RECONFIGURED LOTS1 Parcel ID#: 1540-00760 LOT 1 GARY BOURNE v. 188 p. 137-138 760 SHELBURNE ROAD 17,553 S.F. BEFORE 8,054 S.F. AFTER Parcel ID#: 1540-00764 LOT 2 764 SHELBURNE ROAD, LLC v. 1035 p. 233-234 764 SHELBURNE ROAD 26,572 S.F. BEFORE 6,287 S.F. AFTER PROJECT LOCATION OH P OH P OH P OH P OHP OHP ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN BASES SWIFT STREET SH E L B U R N E R O A D / U . S . R O U T E 7 1 STORY COMMERCIAL BUILDING 1 STORY CONVENIENCE STORE GAS PUMP CANOPY 1 STORY VACANT BUILDING S58° 1 4 ' 5 5 " W 55.80 ' S85°58'09"E 239.14' N0 3 ° 5 7 ' 1 8 " E 13 9 . 5 0 ' S85°22'45"E 44.66' N86°35'46"E 78.84' S86°15'14"E 118.15' N 04°37'15" E 7.00' 1/2" IRF 0.15' A.G. 0.36' S59°05'12"E OF COMPUTED CORNER 1" IPF, LS 48 0.85' S55°00'19"E OF COMPUTED CORNER PAVED DRIVE PAVED DRIVE PAVED DRIVE OH P 49 . 5 ' SE E N O T E 4 CMF DIST 0.5' B.G CMF DIST 0.5' A.G 4.06' S 03°57' 18" W OF COMPUTED POINT SIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS 709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SE E NO T E # 6 SHED SHED 88.27' N 04°26'54" E 125.16' N 03°36'48" E IRS IRS S 0 4 ° 3 0 ' 0 9 " W 2 2 3 . 4 3 ' 42 . 8 4 ' 55 . 8 0 ' 32 . 4 7 ' 92 . 3 2 ' N 85°05'43" W 198.01 ' 121.57' 52.19' 24.24' N 0 5 ° 2 2 ' 4 6 " E 2 5 3 . 1 0 ' 13 7 . 1 0 ' 11 6 . 0 0 ' 0 Feet Graphic Scale 30 60 90 15°± VT G r i d M a g n e t i c Gary Bourne & 764 Shelburne Road, LLC. Parcel ID#'s:1700-00031,1540-00760, 1540-00764 31 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd. South Burlington, Vermont Subdivision of Lands of MJB & DLH 08/03/2022 1"=30' DLH & DBM 22-523 N/A S1-01 22-523 SOUTH BURLINGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD AT _____________ O'CLOCK ____________ MINUTES ________ M ______________________________________A.D. 202_________ AND RECORDED IN SLIDE_______________________ATTEST ____________________________________ CITY CLERK Parcel ID#:1540-00792 MOUNTAHA HANDY REVOCABLE TRUST v. 691 p. 28-32 Parcel ID#: 1700-00045 TKHS, LLC v. 1059 p. 134 Parcel ID#:1540-00730 THERESA M. LEE LIVING TRUST v. 924 p. 137-139 Parcel ID#: 1700-00031 LOT 3 GARY BOURNE v. 326 p. 50-52 31 SWIFT STREET 16,575 S.F. BEFORE 46,359 S.F. AFTER NOTES 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH, INCLUDING THE USE OF THE FOLLOWING PLANS; A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON, VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDED IN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTE PROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY, 1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY & JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BY WARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST 23, 2021 NAD 83 (2011) 3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAY AND/OR COVENANTS. 4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OF RECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 ARE BASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M 5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OF TRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOUR ENGINEERING CONSULTING. 5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATION FOUND IS AS NOTED. 6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TO NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED IN VOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREET BEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT. 7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT, CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TO VERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON ROD SHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2. 9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTY LINES BETWEEN LOTS 1, 2 AND 3. N/F LEGEND: EXISTING PROPERTY LINE ABUTTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED TO BE REMOVED PROPOSED NEW PROPERTY LINE SIDELINE OF EASEMENT CHAIN LINK FENCE OVERHEAD WIRE NOW OR FORMERLY IRON PIPE FOUND (IPF) CONCRETE MONUMENT FOUND (CMF) IRON REBAR (TO BE SET) IRON REBAR FOUND SURVEY POINT - NO MARKER FOUND OR SET Th i s p l a t w a s c r e a t e d u s i n g p i g m e n t b a s e d i n k o n s t a b l e m e d i a DescriptionRevisions ByDate# 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS Date: Scale: Drawn By:Crd file: Sheet:Surveyed By:Field Bk: Project #: OHP DLH2-7-23RECONFIGURED LOTS1 Parcel ID#: 1540-00760 LOT 1 GARY BOURNE v. 188 p. 137-138 760 SHELBURNE ROAD 17,553 S.F. BEFORE 8,054 S.F. AFTER Parcel ID#: 1540-00764 LOT 2 764 SHELBURNE ROAD, LLC v. 1035 p. 233-234 764 SHELBURNE ROAD 26,572 S.F. BEFORE 6,287 S.F. AFTER PROJECT LOCATION AN EASEMENT IN COMMON IS PROPOSED BENEFITING ALL PUD LOTS GRANTING ACCESS FROM THE CURB CUT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. LEGEND PROPOSEDEXISTING STREAM TRAIL PROPERTY LINE EASEMENTS SETBACKS WETLAND LIMIT FENCE TREE LINE CLEANOUT (CO) CATCH BASIN (CB) GUARD RAIL VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL END CAP BLOWOFF UTILITY POLE LUMINAIRE BOLLARD LIGHT IRON PIPE STEEL REBAR IRON PIN (IP) CALCULATED POINT SOIL BORING BENCHMARK CONCRETE MONUMENT STONEWALL OVERHEAD UTILITY SEWER FORCEMAIN STORM DRAINAGE CURTAIN DRAIN UNDERDRAIN ROOF DRAIN FOOTING DRAIN REMOVED/ABANDONED PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS OBSERVATION WELL PERCOLATION TEST SOIL TEST PIT TO BE SETFOUND SET RECORD DRAWING REQUIREMENTS: 1.A CLEAN SET OF UP TO DATE RECORD DRAWINGS IS TO BE AVAILABLE FOR REVIEW ON SITE AT ALL TIMES. FOR JOBS LASTING MORE THAN 4 WEEKS A REVIEW OF THE RECORD DRAWINGS WILL BE DONE BY THE ENGINEER EVERY 2 WEEKS AND COMMENTS OR DEFICIENCIES MAY BE PROVIDED. 2.TIES TO ALL BENDS, VALVES, JOINTS, CONNECTIONS AND DESIGN FEATURES SHALL BE PROVIDED. TIES SHALL BE PULLED FROM EASILY LOCATABLE PERMANENT ABOVE GROUND FEATURES THAT ARE VISIBLE YEAR AROUND SUCH AS BUILDING CORNERS, HYDRANTS, SEWER AND STORM DRAIN COVERS THAT WILL BE CLEARED IN WINTER, UTILITY POLES, ETC. REFRAIN FROM PROVIDING TIES WITH ACUTE ANGLES. TIES SHOULD BE PULLED AT ANGLES AS CLOSE TO 90 DEGREES AS POSSIBLE. TIES WITH ANGLES TOO ACUTE MAY BE REJECTED. 3.RECORD INFORMATION NEEDS TO BE PROVIDED ON THE APPROPRIATE DESIGN PLANS ON A WEEKLY BASIS. RECORD INFORMATION REGARDING TCE DESIGN ITEMS PLACED ON INAPPROPRIATE DESIGN PLANS WILL NOT BE ACCEPTED. 4.TCE WILL ACCEPT ELECTRONIC RECORD COORDINATE INFORMATION, REFERENCED TO THE PROJECT DATUM. ELECTRONIC DATA SHALL BE COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG). 5.IF ENGINEERING SERVICES FOR BI-WEEKLY REVIEW OF RECORD INFORMATION HAVE NOT BEEN OBTAINED FOR THE PROJECT ALL RECORD INFORMATION FOR TCE DESIGN ITEMS SHALL BE PROVIDED TO TCE WITHIN 7 BUSINESS DAYS OF THE COMPLETION OF THE WORK. 6.PLANS SUBMITTED AT THE END OF THE PROJECT SHALL BE REVIEWED FOR COMPLETENESS. ALL REQUIREMENTS LISTED ABOVE APPLY. 7.IF DESIGN FEATURES WERE INSTALLED EXACTLY PER THE DESIGN PLANS TIES TO THE FEATURE ARE STILL REQUIRED TO BE PROVIDED BY THE CONTRACTOR FOR THE OWNERS USE. ANY FEATURE NOT INDICATED AS DIFFERENT IN RED WILL BE CONSIDERED TO BE EXACTLY PER DESIGN. 8.RECORD INFORMATION SHALL INCLUDE BOTH VERTICAL AND HORIZONTAL LOCATIONS. THIS INCLUDES BUT IS NOT LIMITED TO FINISHED FLOOR ELEVATIONS, RIMS AND INVERTS OF STRUCTURES AND PIPING, INVERTS AT CROSSINGS, ETC. 9.ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE PLANS SHALL BE ADDED TO THE PLANS WITH APPROPRIATE TIES. 10.TIES SHALL INCLUDE ALL UTILITIES INSTALLED BY CONTRACTOR WHICH INCLUDE BUT ARE NOT LIMITED TO SEWER, WATER, STORM, ELECTRIC, CABLE, TELEPHONE, GAS, ETC. 11.RECORD DRAWINGS SHALL BE SUPPLIED ON BOTH HARD COPY AND ELECTRONIC DATA. ELECTRONIC DATA SHALL BE COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG). 12.THE CONTRACTOR SHALL SUBMIT ON A WEEKLY BASIS PROJECT PHOTOGRAPHS. THE INFORMATION WILL BE SUBMITTED TO THE ENGINEER IN ELECTRONIC FORMAT WITH EACH PICTURE BEING LABELED BY DATE, LOCATION AND ACTIVITY. AT A MINIMUM THE CONTRACTOR WILL SUBMIT PICTURES OF ALL THRUST BLOCKS, CONNECTIONS TO EXISTING FACILITIES AND STRUCTURES BEFORE AND AFTER BACKFILL. PROVIDE AUXILIARY LIGHTING AS REQUIRED TO PRODUCE CLEAR, WELL-LIT PHOTOGRAPHS WITHOUT OBSCURING SHADOWS. THE CONTRACTOR SHALL MAINTAIN ONE CHECK SET OF PHOTOGRAPHS AT THE SITE FOR REFERENCE. UPON REQUEST THE CONTRACTOR SHALL PROVIDE PICTURES OF VARIOUS AREAS DEEMED NECESSARY BY THE ENGINEER OR OWNER. 13.CERTIFICATIONS BY THE ENGINEER AND SUCCESSFUL TEST RESULTS DO NOT RELIEVE THE CONTRACTOR OF FULL COMPLIANCE WITH THE DESIGN PLANS, SPECIFICATIONS AND PERMITS SHOULD A DEFICIENCY BE DISCOVERED AFTER SAID CERTIFICATION OR TESTING. SPECIAL NOTE: FOR CLARITY, ALL ORIGINAL COLOR SHEETS MUST BE REPRODUCED IN COLOR CONSTRUCTION PHASE: LISTED BELOW IS A BRIEF SUMMARY OF CONSTRUCTION PHASE REQUIREMENTS. THIS LIST IS NOT INTENDED TO BE ALL-INCLUSIVE. CONSTRUCTION SPECIFICATIONS, PERMIT REQUIREMENTS AND SUBSEQUENT CONTRACTUAL AGREEMENTS FROM PARTIES INVOLVED SHALL PREVAIL. PRE-CONSTRUCTION ·OWNER TO ESTABLISH SCOPE OF SERVICES WITH PROJECT ENGINEER(S) ·OWNER TO IDENTIFY WORK SCOPE AND SCHEDULE ·UPON OWNER REQUEST, ENGINEER WILL ASSIST WITH CONTRACTOR BID AND SELECTION PROCESS ·ENGINEER TO FINALIZE PLANS FOR CONSTRUCTION READINESS INCLUDING SPECIFICATIONS ·MEETING BETWEEN OWNER, ENGINEER(S), CONTRACTOR(S), ARCHITECT(S), REGULATORY AUTHORITIES AND OTHER PERTINENT PARTIES TO REVIEW AND DISCUSS THE WORK PRE-CONSTRUCTION MEETING ·CONTRACTOR TO IDENTIFY SUPERINTENDENT WITH AUTHORITY TO MAKE DECISIONS ·CONTRACTOR TO IDENTIFY SUBCONTRACTORS ·CONTRACTOR TO ESTABLISH SCHEDULE ·CONTRACTOR TO DESIGNATE RESPONSIBLE PERSONNEL ·CONTRACTOR TO CONFIRM PROCEDURE FOR RFI'S, CHANGE ORDERS, EXTRAS AND PAY REQUESTS ·CONTRACTOR TO SUBMIT SHOP DRAWINGS ·CONTRACTOR TO OUTLINE SAFETY, SECURITY, AND WORKING HOURS ·CONTRACTOR OR OWNER TO IDENTIFY TESTING COMPANY CONSTRUCTION PHASE ·INITIAL CONTROL SUPPLIED BY OWNER AND CONTRACTOR RESPONSIBLE FOR LAYOUT ·PROJECT ENGINEER TO ESTABLISH BENCHMARK AND IN SOME CASES INITIAL SITE LAYOUT ·DISCUSS RESTRICTIONS SUCH AS, BUT NOT LIMITED TO, WETLANDS OR TREE LINE ·REVIEW EXISTING AND REQUIRED PERMITS ·DIGSAFE AND PERMIT NUMBER ·ADDITIONAL UNDERGROUND LAYOUT BY PRIVATE COMPANY ·DISCUSS EROSION CONTROL ·OWNER TO PROVIDE PROJECT ENGINEER TO OBSERVE CONSTRUCTION PERIODICALLY, DURING CRITICAL PHASES AND TESTING ·WEEKLY JOB MEETINGS DURING CONSTRUCTION UNLESS INDICATED OTHERWISE. ·OWNER TO PROVIDE PROJECT ENGINEER TO REVIEW AND DISCUSS PLANS, ANSWER QUESTIONS, RESPOND TO CHANGES, APPROVE SUBMITTALS, AND OTHER BUSINESS COMMON TO CONSTRUCTION SERVICES. ·ENGINEER TO OBSERVE TESTING AND COLLECT RESULTS ·OWNER AND CONTRACTOR TO COMPLY WITH PERMITS ·CONTRACTOR CERTIFICATION (PROVIDED BY CONTRACTOR) ·PICTURE AND RECORD DRAWINGS (PROVIDED BY CONTRACTOR) PAVED DRIVE OR ROAD WITH CURB SEWER MAINS AND SERVICES WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MARBLE OR STONE MONUMENT TCE CONTROL POINT MAG NAIL TCE CONTROL POINT STEEL REBAR MTC OR TRANSFORMER OUTLET OR END SECTION ØØØØ S S èèèè 124 FM W CD UD RD FD G OH UG SB SB 124 W D CD UD RD FD G OH UG SB SB ØØØØØØ S S S S S FM FM FM W W W W D D D D CD CD CD UD UD UD RD RD RD FD FD FD G G G G OH OH OH UG UG UG FM D Legend & Notes C1-00 03/01/2024 -- 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT LEGEND NOTE: SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY. ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS.   SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE WELL CONE / WASTEWATER CONE OF INFLUENCE SIGN P- XXMIN./IN. SURVEY CANOPY LIGHT FLOOD OR WALL LIGHT W YARD DRAIN (YD)Y GAS OR ELECTRICAL METER PARCEL ID: 1540-00760 SPAN: 600-188-10694 18" TP- WETLAND BUFFER CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER: 1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC. 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM. 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. 9.CONTAMINATED SOILS NOTES: CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 10.THE PROJECT SHALL BE ADA COMPLIANT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING ON ADA COMPLIANT AREA PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 12.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS, LOCAL PUBLIC WORKS STANDARDS AND ALL CONSTRUCTION SAFETY REGULATIONS. 13.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 14.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM(S) IN QUESTION. 15.SEWER LATERAL CONNECTIONS ARE SOMETIMES NOT SHOWN FOR CLARITY. CONTRACTOR TO CONSULT WITH ENGINEER AND SUPPLY BENDS, CLEANOUTS, ETC. AS NECESSARY TO FACILITATE PROPER CONNECTION BETWEEN FOUNDATION WALL AND SEWER MAIN LINE. 16.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL RELEVANT PARTIES (INCLUDING, BUT NOT LIMITED TO OWNER, ARCHITECT AND UTILITY COMPANIES) TO DETERMINE FINAL LAYOUT AND DESIGN. 17.DESIGN AND CONSTRUCTION OF PEDESTRIAN WALKS, RAMPS AND DECKS BETWEEN BUILDINGS AND PARKING LOTS IS PROVIDED BY THE ARCHITECT AND INCORPORATED INTO THE BUILDING DESIGN, UNLESS INDICATED OTHERWISE. 18.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE. 19.ROOF DOWNSPOUT CAN CONNECT TO ROOF DRAIN MANIFOLD (RD) AS DETERMINED BY ARCHITECT AND OWNER. THIS CONNECTION PIPE IS INCLUDED AS PART OF THE DESIGN PLAN BUT NOT SHOWN TO ALLOW FLEXIBILITY IN LOCATION AS NEEDED. 20.THRUST BLOCKS FOR PRESSURE LINES ARE NOT SHOWN FOR CLARITY PURPOSES. PROVIDE THRUST BLOCKS AT ALL BENDS, TEE AND REDUCES. PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. 21.WATER MAIN OPERATED AT HIGH PRESSURE. ALL BUILDINGS SHALL CONFIRM STATIC INTAKE PRESSURE AND PROVIDE PRESSURE-REDUCING VALVES AS DEEMED APPROPRIATE BY THE MECHANICAL ENGINEER (OR ARCHITECT.) 22.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER. 23.FOOTING DRAINS AROUND BUILDING MAY BE SHOWN BY OTHERS (BECAUSE IT IS WITHIN THE 5' ZONE AROUND BUILDING). FOOTING DRAINS AND PIPE TO DAYLIGHT SHALL BE INCLUDED EVEN IF NOT SHOWN. DAYLIGHT PIPE LOCATION TO SWALE MAY NOT BE CRITICAL SO LONG AS IT DOES NOT CREATE ANY CONFLICT WITH OTHER UTILITIES, OR IMPACT ENVIRONMENTALLY SENSITIVE AREAS SUCH AS WETLANDS. 24.SEWER CONNECTIONS TO EXISTING MANHOLES SHALL INCLUDE WATERTIGHT CONNECTIONS, REFORMING INVERT TO PROVIDE SMOOTH FLOW STREAM AND TESTING TO ENSURE STRUCTURE IS WATERTIGHT. IF AN EXISTING MANHOLE IS FOUND NOT TO BE WATERTIGHT IT SHALL BE EXPOSED AND REPAIRED ON THE OUTSIDE. PRIOR TO CONNECTING TO EXISTING MANHOLES, SUBMIT SHOP DRAWINGS ON CORE LOCATION, ANY REQUIRED PIPING (FOR DROP MANHOLES) AND CHANGES TO INVERT FORM. 25.FINAL RIMS OF SEWER MANHOLES AND WATER VALVES SHALL BE CONFIRMED AND COORDINATED WITH FINAL SITE GRADING. MINOR ADJUSTMENTS FROM DESIGN GRADES MAY BE REQUIRED BY OWNER OR ENGINEER AND SHALL BE INCLUDED. 26.ROCK REMOVAL WORK FOR BOULDERS UNDER 2.5 CUBIC YARDS IS INCLUDED AS PART OF EXCAVATION. ANY ROCK REMOVAL FOR 2.5 CUBIC YARDS OR GREATER SHALL BE TREATED AS LEDGE REMOVAL. THIS SHOULD BE REVIEWED AND AGREED UPON BY OWNER PRIOR TO CONDUCTING ROCK REMOVAL. 27.THE GENERAL CONTRACTOR IS REQUIRED TO CONFORM TO THE STRICTEST INTERPRETATION OF THE CONTRACT DRAWING, SPECIFICATION, PERMITS AND CONSTRUCTION CONTRACT. ALL EARTH MATERIAL RECEIVED OR DISPOSED FROM OUTSIDE SOURCES SHALL COMPLY WITH APPLICABLE PERMITS AND REGULATIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE CONTRACTOR'S CERTIFICATION STATEMENT OF COMPLIANCE AND COPIES OF RELEVANT PERMITS FOR OUTSIDE SOURCES. 28.CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. THIS SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL TESTING, COMPACTION TESTING, SIEVE ANALYSIS, CONCRETE TESTING, ASPHALT PENETRATION TESTING, BACTERIOLOGICAL TESTING FOR WATER AND OTHER TESTING AS PART OF STANDARD PRACTICE FOR A CONSTRUCTION PROJECT OF THIS NATURE, UNLESS INDICATED OTHERWISE AND APPROVED BY THE OWNER. CONSTRUCTION READY PLAN: ONCE THE PLANS ARE FULLY PERMITTED, CONTACT THE ENGINEER TO PREPARE CONSTRUCTION READY PLANS. UPDATES INCLUDE BUT ARE NOT LIMITED TO MORE SPECIFIC SITE DETAIL, COORDINATION WITH THE OWNER, COORDINATION WITH OTHER DISCIPLINES, COORDINATE WITH UTILITY COMPANIES, FINISHED SPOT GRADES AN OTHER PERTINENT INFORMATION TO ASSIST WITH THE CONSTRUCTION PHASE. S S UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UPUPUPUPUP UP UP RIM = 207.51 D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 1 0 ' N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D WASTE OIL TANK TRANSFORMER ON CONCRETE PAD D D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W GAS METER G G G G G G UP UP UP UP UP UP UP UG UG UG UG UPUPUPUP UP UP UPUP W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGNUTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 GRANITE CURB Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Conditions Plan C1-01 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF 9/20/21 FIELDWORK PERFORMED BY LAMOUREAUX & DICKINSON. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R10 WAS EMPLOYED FOR THESE OBSERVATIONS. 4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET). 5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL 1-888-DIG SAFE (344-7233) OR CALL 811. 6.PERIMETER BOUNDARIES SHOWN HEREON STRICTLY FROM TAX MAP INFORMATION ONLY, THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY. 7.EXISTING CONDITIONS PLAN IS BASED ON INFORMATION PROVIDED BY LAMOUREAUX & DICKINSON TITLED "S-1 EXISTING CONDITIONS SITE PLAN" DATED 9-10-21. PROJECT LOCATION LEGEND EXISTING PROPERTY LINE EASEMENTS TREE LINE CATCH BASIN (CB) VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL UTILITY POLE BENCHMARK OVERHEAD UTILITY STORM DRAINAGE PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS PAVED DRIVE OR ROAD WITH CURB WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MTC OR TRANSFORMER OUTLET OR END SECTION S 124 FM W G OH UG D TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE SIGN GAS OR ELECTRICAL METER SEWER FORCEMAIN SEWER MAINS AND SERVICES SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) CLEANOUT (CO) PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: ,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% SSSSSSSS UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UPUPUPUPUP UP UP RIM = 207.51 D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D D D WASTE OIL TANK TRANSFORMER ON CONCRETE PAD D D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W GAS METER SC E SCE SCE ALL OVERHEAD UTILITIES TO BE REMOVED ALL EXISTING UNDERGROUND UTILITIES TO BE REMOVED G G G G G G G G G G G G G G G G G G G G UP UP UP UP UP UP UP UG UG UG UG UPUPUPUP UP UP UPUP W W W W W W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS ALL EXISTING TREES AND VEGETATION TO BE REMOVED B B B B SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 LIGHT TO REMAIN AND BE PROTECTED LIGHT TO REMAIN AND BE PROTECTED LIGHT TO BE REMOVED GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGNUTILITY COVER SILT FENCE TO TERMINATE AT EDGE OF CONSTRUCTION ENTRANCES SOIL STOCKPILE (TYP.) LOCATION SHOWN FOR ILLUSTRATIVE PURPOSES AND SUBJECT TO CHANGE DURING CONSTRUCTION EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED SILT FENCE TO BE INSTALLED AROUND PERIMETER OF PROJECT SITE CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 TO BE REMOVED SILT FENCE TO BE INSTALLED PRIOR TO PAVEMENT DEMOLITION PROVIDE INLET PROTECTION AROUND ON SITE CATCH BASINS (TYP.) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) TO BE REPLACED TO BE REMOVED CHAINLINK CONSTRUCTION FENCE TO BE INSTALLED AROUND PERIMETER OF SITE AT PROPERTY LINE PRIOR TO COMMENCEMENT OF DEMOLITION STABILIZED CONSTRUCTION ENTRANCE 24' WIDE X 30' LONG MINIMUM CONSTRUCTION ENTRANCE (TYP.) RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 TO BE REMOVED TO BE REMOVED GRANITE CURB TO BE REMOVED, STOCKPILED, AND EVALUATED FOR REUSE AS APPROPRIATE ASPHALT CUT, TYP. LIGHT TO BE REMOVED Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Demolition & EPSC Plan C1-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT REMOVAL NOTES: 1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 2.CONTRACTOR SHALL COORDINATE WITH THE OWNER/OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL, AND ANY OTHER APPLICABLE REGULATIONS. 2.DEMOLITION SHALL OCCUR AFTER IMPLEMENTATION OF EROSION CONTROL MEASURES IN ACCORDANCE WITH APPLICABLE STATE PERMITS AND EROSION CONTROL PLANS. 3.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH AND INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 4.IF DISCREPANCIES EXIST BETWEEN THE PLANS AND SITE CONDITIONS, CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR OWNERS REPRESENTATIVE FOR CLARIFICATION. 5.IN SOME CASES ABANDONED UTILITIES CAN REMAIN AT THE ENGINEER OR OWNER'S DISCRETION. 6.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE. 7.TREE, SHRUB, AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF THE ENTIRE ROOT SYSTEM AND SATISFACTORY OFF SITE DISPOSAL OF ALL TREE, SHRUBS, STUMPS, VEGETATION, AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 8.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE. GAS STATION REMOVAL NOTES 1.ALL DEMOLITION AND REMOVAL OF EXISTING FEATURES ASSOCIATED WITH THE PRIOR GAS STATION USE SHALL ADHERE TO VT ENVIRONMENTAL REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ENGINEER REGARDING REQUIRED ENVIRONMENTAL APPROVALS PRIOR TO DEMOLITION. SITE PROTECTION NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACTOR OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVES UNLESS OTHERWISE NOTED. 3.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 4.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH VT SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. SITE PREPARATION NOTES: 1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY EARTHWORK OR EXCAVATION. 2.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH THE ENGINEER, LANDSCAPE ARCHITECT, AND/OR OWNER/OWNERS REPRESENTATIVE TO REVIEW THE PROJECT PLANS AND CONSTRUCTION SCHEDULE. 3.ALL EROSION PROTECTION & SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSBSB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP SSSSSSSS CROSSWALK SIGNAL POLE LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 15 7 15 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 GARAGE ENTRANCE D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 1 1,840 SF SITE AMENITY SPACE (SNIPPET PARK) 890 SF SITE AMENITY SPACE (SNIPPET PARK) DEDICATED PARKING FOR COMMERCIAL USES ONLY DURING BUSINESS HOURS 1,830 SF SITE AMENITY SPACE (SNIPPET PARK) RAISED CROSSWALK, TYP. RAISED CROSSWALK, TYP. PROPOSED BIORETENTION BASIN, TYP. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Overall Site Plan C2-00 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:30 FT (COMMERCIAL 1) FRONT YARD:10 FT (PROPOSED PUD) SIDE YARD:10 FT REAR YARD:30 FT - N/A - CORNER LOT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC OR 37.1% BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% LOT INFORMATION: TAX MAP NO. 1540-00760 BOURNE GARY J, V. 188 P 137-8 17,553 SF / 0.42 AC TAX MAP NO. 0700-00031 BOURNE GARY V. 326 P 50-2 16,575 SF / 0.40 AC TAX MAP NO. 1540-00764 764 SHELBURNE RD LLC, C/O GARY BOURNE V. 1035 P 233-4 26,572 SF / 0.61 AC PROPOSED - INDIVIDUAL LOTS 760 SHELBURNE ROAD LOT SIZE: 8,054 SF / 0.18 AC BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6% TOTAL LOT COVERAGE: 5,137 SF / 0.12 AC OR 63.8% FRONT YARD: SHELBURNE RD: 346 SF / 0.007 AC OR 37.7% SWIFT ST: 166 SF / 0.004 AC OR 21.8% 764 SHELBURNE ROAD LOT SIZE: 6,287 SF / 0.14 AC BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5% TOTAL LOT COVERAGE: 5,262 SF / 0.12 AC OR 83.7% FRONT YARD (SHELBURNE): 324 SF / 0.007 AC OR 36.4% 31 SWIFT STREET LOT SIZE: 46,359 SF / 1.06 AC BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9% TOTAL LOT COVERAGE: 35,107 SF / 0.81 AC OR 75.7% FRONT YARD: SHELBURNE RD: 196 SF / 0.004 AC OR 45.6% SWIFT ST: 1,151 SF / 0.03 AC OR 66.3% PARKING:38 SURFACE SPACES 27 GARAGE SPACES TOTAL:65 SPACES PROPOSED - OVERALL PUD 760 SHELBURNE ROAD PUD AREA: 60,700 SF / 1.39 AC BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4% OVERALL COVERAGE: ±45,506 SF / 1.04 AC OR 74.9% FRONT YARD: SHELBURNE RD: ±866 SF / 0.02 AC OR 39.0% SWIFT ST: ±1,317 SF / 0.03 AC OR 52.7% SNOW STORAGE NOTE: SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE WILL BE REMOVED FROM THE SITE. LOT 1: LOT 2: LOT 3: D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 21 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS CROSSWALK SIGNAL POLE UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 2 1 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP (8) BIKE SPACES ENCLOSED DUMPSTERPROPOSED 12' WIDE CROSS LOT CONNECTION DROP OFF AREA w/VEHICULAR PAVERS MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL STORMWATER TREATMENT STRUCTURE (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK WALL (TYP.) FLUSH CURB (TYP.) WOODEN CURVED BACKLESS BENCH (TYP.) STAMPED CONCRETE PAVEMENT 2' BRICK PAVING CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS BOTH SIDES (TYP.) FLUSH CURB (TYP.) ADA SPACE w/VEHICULAR PAVERS DETECTABLE WARNING MODULAR BLOCK RETAINING WALL (TYP.) 4' WOOD PRIVACY FENCE RAISED PLANTER w/MODULAR BLOCK WALL STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) STORMWATER TREATMENT AREA (TYP.) STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK RETAINING WALL (TYP.) MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (2) BIKE SPACES CONCRETE SIDEWALK MODULAR BLOCK FREESTANDING WALL (TYP.) WOODEN CURVED BACKLESS WALL CAP BENCH EXISTING SHELBRUNE RD LIGHT FIXTURE TO REMAIN, TYP. PAVED BIKE PATH SCULPTURE (TYP.) APPROX. LOCATION FOR REFERENCE ONLY SIGN (2) BIKE SPACES CONCRETE ADA SPACE AND ACCESS AISLE LEGAL LOAD LIMIT SIGN TO MATCH REMOVED SIGN FLUSH CURB (TYP.) 21 3 214 2 1 6 21 7 SB SB SB SB SB SB SB SB SB SB SB SB SB D D FD FD FD FD FD FD FD FD FD FD D D D D 21 1 21 0 20 9 20 8 21 8 21 7 21 5 20 9 20 6 205.5 FD FD 212 21 2 212 212 UD UD UD UD UD UD POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Layout & Materials C2-01 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT GARAGE LEVEL ENTRANCE SCALE: 1" = 20' SEE ARCHITECTURAL PLANS FOR UNDERGROUND PARKING LAYOUT LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. 0 Feet Graphic Scale 20 40 60 D D D D D D OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 21 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 2 1 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 SO L . # 3 - 7 5 " BUILT-IN TP CONTROLS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D D DD D D 212.0+ 216. 5 + TC213.6 BC213.0 +217.0 TW218.0 BW216.8 TS216.8 TC213.1 BC212.5 TS213.85 BS213.35 BS216.0 TW217.0 LEVEL TW217.0 LEVEL TW217.75 LEVEL BW213.25 TW217.75 LEVEL 214.5 TC211.6 BC211.1 TW217.75 LEVEL 215.5 215.25 212.5 211.65 211.5 TW214.5 TW214.5 TW214.0 TW213.0 TC212.0 BC211.0 212.0+ 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 21 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 21 5 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 2% MAX. 2% MAX. ±2% ±4 . 2 % 21 6 TW212.0 LEVEL BW209.5 TW212.5 LEVEL BW209.75 TW212.0 LEVEL BW209.75 TS210.0 BS209.5 TS210.0 BS209.5 TS210.0 BS209.5 +TS212.0 +212.0 +212.0 ±4 . 2 % 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 211.6 210 211 212 211.8 211.6 211.55 211.35 2 1 3 211.9 TC209.0 BC207.0 TC210.0 BC208.0 TC211.0 BC209.0 212.0 212.15 211.75 211.4 TC214.15 BC213.65 21 2 TS213.0 BS215.5 2 1 5 21 3 TC211.90 BC211.40 TC211.40 INLET210.90 21 4 21 2 21 5 212 + 211.85 211.35 212 215.5 217.0 214.00 214.30 TC211.00 INLET210.50 TC215.00 BC214.50 TC214.65 BC214.15 TC214.50 BC214.00 TC214.25 INLET213.75 D D D TC213.75 BC213.25 TC214.40 BC213.90 TC212.12 BC211.62 211.65 TC211.65 BC211.15 211.40 214.15 214.25 213.75 213.85 211.40 TC212.90 BC212.10 2 1 4 TC214.43 BC213.93 RIM213.60 W 216.85 S UD UD UD UD UD UD RID G E 2 1 4 RIM209.00 TW217.50 BW215.50 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Grading Plan C2-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSBSB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 21 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 21 5 20 9 20 6 205.5 212 2 1 3 21 6 2 1 0 2 1 1 20 9 PHASE II 2 1 4 21 5 210 211 212 2 1 3 21 2 21 5 21 3 21 4 21 2 21 5 212 212 2 1 4 PHASE I 2 1 4 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PROJECT LOCATION   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Phasing Plan C2-03 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PHASING NOTES: CONSTRUCTION SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING PHASES: 1.PHASE 1: CONSTRUCTION OF TWO BUILDINGS ALONG SHELBURNE ROAD, CURB CUTS, CURBING, SIDEWALKS, SWIFT STREET REC PATH, UTILITIES, PARKING LOT AND DRIVE BASE CONSTRUCTION AND BASE PAVEMENT COARSE, LANDSCAPING AND STORMWATER INSTALLATION IN PHASE 1 AREA. 2.PHASE 2: CONSTRUCTION OF MULTIFAMILY RESIDENTIAL BUILDING, CURBING, SIDEWALKS, UTILITIES, AND STORMWATER INSTALLATION IN PHASE 2 AREA. CONSTRUCTION REMAINING LANDSCAPING, SITE AMENITIES, REMAINING FEATURES, TOP PAVEMENT COARSE THROUGHOUT SITE, AND FINAL STABILIZATION. PHASING LEGEND: PHASE 1 PHASE 2 NOTE: EROSION CONTROL MEASURES SHALL REMAIN IN PLACE FOR THE PROJECT DURATION UNLESS FINAL STABILIZATION IS INSTALLED BETWEEN PHASES. THE CONTRACTOR SHALL STABILIZE AND PROVIDE SAFETY MEASURES FOR ACTIVE CONSTRUCTION AREAS ADJACENT TO COMPLETED PHASES IN ACCORDANCE WITH OSHA REQUIREMENTS. OPEN SPACE PHASING: PHASE 1: PHASE 1 OPEN SPACE REQUIREMENTS: COMMERCIAL: 6,590 SF x 6% = 396 SF RESIDENTIAL: 3 UNITS x 60 SF/UNIT = 180 SF REQUIRED OPEN SPACE: 696 SF PROVIDED: 890 SF PHASE 2: REMAINING OPEN SPACE 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 RIM = 207.51 D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D DA 7 BIOD D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 SMH #2 RIM = 214.25 8" iIN = 205.46 6" iIN = 205.50 8" iOUT = 205.36 6" iOUT = 209.00SMH #3 RIM = 211.00 6" iIN (2) = 206.00 8" iOUT = 205.90 6" iOUT = 207.2 6" iOUT = 206.30 4" C900 DR14 1.5" C901 CTS POLY CONNECT TO EXISTING 8" DI PIPE WITH 8"X6" TAPPING SLEEVE, 6" GATE VALVE, & THRUST BLOCK 1.5" CURB STOP (TYP) (COPPER BETWEEN MAIN & CURB STOP) 6" C 9 0 0 D R 1 4 CONNECT TO EXISTING 6" AC PIPE WITH 6"X6" TEE, (3) 6" GATE VALVES, AND THRUST BLOCK POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION 6"X6" TEE, GATE VALVE, FIRE PROTECTION HYDRANT, AND THRUST BLOCK 6" C 9 0 0 D R 1 4 4" C900 DR14 DOMESTIC SERVICE WITH 4" GATE VALVE 6" C900 DR14 FIRE SERVICE 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP DMH2 RIM = 212.0 18" iIN (E) = 208.00 18" iIN (S) = 201.49 18" iOUT (W) = 201.39 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY (TOP FLUSH WITH TOP OF CURB) TOP OF SYSTEM = 214.25 CURB INLET = 213.75 8" iOUT = 210.42 4" FOOTING DRAIN ASSUMED INV = 205.0 FILTERRA PEAK DIVERSION 6X10' MEDIA BAY CURB INLET = 210.5' 12" iOUT ~ 207.17' DMH4 RIM = 211.3 12" iIN (E) = 206.0 18" iIN (S) = 201.86 18" iOUT (N) = 201.76 OUTLET STRUCTURE 1 18" OVERFLOW GRATE = 215.80 12" iOUT = 212.0 OUTLET STRUCTURE 2 18" OVERFLOW GRATE = 210.50 16"WX3"H ORIFICE = 209.71 12" iOUT = 206.0 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY 6" iIN = 210.5 6" iOUT = 207.8' OUTLET CONTROL STRUCTURE 4 RIM = 211.5 12" iIN (S) = 206.3 1"Ø ORIFICE = 206.3 WEIR ELEV. = 209.8 12" iOUT (W) = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY PARKING LOT CURB INLET = 208.4' NW CORNER INLET (TOP OF MEDIA) = 207.6' 8" iOUT ~ 205.2' DMH 1 RIM = 210.5 12" iIN (NE) = 205.0 18" iIN (E) = 201.15 18" iOUT (NW) = 201.05 DMH 5 RIM = 211.85 12" iIN (E) = 202.39 6" iIN (FOOTING DRAIN) = 204.0 WITH FLAPPER VALVE AT END 8" iIN (W) = 202.39 18" iOUT (N) = 202.29 OUTLET STRUCTURE 3 18" OVERFLOW GRATE = 206.65 4"WX2"H ORIFICE = 205.85 12" iOUT = 202.50 DMH 6 RIM = 209.0 8" iIN (S) = 204.0 8" iOUT (E) = 203.9 EXTENDED DETENTION THREE - 48" HDPE X 80' INVERT = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 6'X6' MEDIA BAY CURB INLET = 211.0 8" iOUT = 207.8' CURB INLET = 208.4 CB1 (DEEP SUMP) RIM = 213.60 12" iOUT = 210.30 DMH 3 RIM = 214.3 12" iIN (E) = 210.0 8" iIN (S) = 209.17 18" iOUT (W) = 208.30 TRENCH DRAIN AT ENTRANCE TO GARAGE WITH DEEP SUMP AT OUTLET (SEE DETAIL) GRATE = 207.0 6" ROOF DRAIN iOUT = 215.25 CB2 (DEEP SUMP) WITH CURB INLET INLET ELEV. = 210.90 8" iOUT = 209.106" ROOF DRAIN PEASTONE DIAPHRAGM (TYP.) YARD DRAIN RIM = 214.5 6" iOUT = 207.0 12" & 8" INV.'S = 209.00 CB2 (6' DIAMETER) RIM = 209.0 EX. 18" iIN(E) = 202.2 EX. 18" iIN(S) = 201.3 NEW 18" iIN(SE) = 200.9 EX. 18" iOUT(W) = 200.6 8" S D R 3 5 P V C s= 0 . 0 0 4 f t . / f t . CO CO INSTALL 2" RIGID FOAM INSULATION ABOVE SEWER WHERE <5' COVER SMH #1 CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER AND REPORT TO ENGINEER PRIOR TO CONSTRUCTION RIM = 213.70 NEW 8" iIN = 205.20 EX. 10" iIN = 205.20± EX. 10" iOUT = 205.10± 6"X6" TEE, 6" GATE VALVE, 6"X4" REDUCER, AND THRUST BLOCK FIRE PROTECTION HYDRANT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Plan C3-01 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 NOTES: 1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER UTILITY CROSSINGS. 3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF COMPROMISED COVER. D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 INV. 12" STRM = 208.80 INV. 6" WATER = 206.80 INV. 12" STRM = 207.30± INV. 8" SWR = 205.28 INV. 18" STRM = 208.21 INV. 6" SWR = 206.18 INV. 12" STRM = 210.34 INV. 6" WATER = 208.00 INV. 8" STRM = 209.81 INV. 8" SWR = 207.08INV. 12" STRM = 209.13 INV. 18" STRM = 201.32 INV. 12" STRM = 209.53 INV. 18" STRM = 201.51 INV. 8" STRM = 209.02 INV. 18" STRM = 201.31 INV. 8" SWR = 205.75 INV. 18" STRM = 201.64 INV. 12" STRM = 207.12 INV. 6" SWR = 206.28 INV. 12" STRM = 207.05 INV. 18" STRM = 201.88 INV. 6" STRM = 207.77 INV. 18" STRM = 202.16 INV. 8" WATER = 204.50± INV. 18" STRM = 200.94 INV. 8" SWR = 206.38± INV. 6" WATER = 208.55 INV. 18" STRM = 208.12 INV. 8" SWR = 205.52 INV. 6" SWR = 207.80 INV. 6" WATER = 205.80 INV. 18" STRM = 209.82 INV. 8" SWR = 205.57 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Crossing Plan C3-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 NOTES: 1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER UTILITY CROSSINGS. 3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF COMPROMISED COVER. SSSSSSSS D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 21 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 1 0 ' N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D D DD D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G UP UP UP UP UP UG UG UG UG W W W W W W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS SSSSSSSS GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 GRANITE CURB S/N- 0 0 1 S/ N - 0 0 2 EXISTING DA #1B 0.809 AC 0.634 AC IMP EXISTING DA #1A 0.064 AC 0.050 AC IMP EXISTING DA #2 0.520 AC 0.445 AC IMP Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Stormwater Plan C4-01 03/01/2024 1" = 20' 22-523 SCR CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PROJECT INFORMATION: LANDOWNER:GARY J BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 PROJECT LOCATION:31 SWIFT STREET AND 760 & 764 SHELBURNE ROAD SOUTH BURLINGTON, VT 05403 TOTAL PROPERTY AREA:1.393 AC ± RECEIVING WATER AT S/N-001: SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK RECEIVING WATER AT S/N-002: SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK LEGEND: EXISTING DRAINAGE AREAS EXISTING TIME OF CONCENTRATION SOIL KEY SOIL DESCRIPTION HYDRIC HYDROGROUP ON SITE KfactWS PRIME AG VALUE IIICNB/DBIABELGRADE AND ELDRIDGE SOILS, 0 TO 3 PERCENT SLOPES PRIME D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 2 21 1 21 5 21 6 214 21 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS CROSSWALK SIGNAL POLE UTILITY COVER RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 D D D D D D D D DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 21 2 2 1 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 21 3 21 2 2 1 5 2 1 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 S/N-001 S/ N - 0 0 2 PROPOSED DA #1 DA = 0.303 AC 0.248 AC ROOFTOP 0.003 AC NON-ROOFTOP 0.232 AC REDEVELOPED PROPOSED DA #3 DA = 0.267 AC 0.077 AC ROOFTOP 0.105 AC NON-ROOFTOP 0.160 AC REDEVELOPED PROPOSED DA #2 DA = 0.097 AC 0.074 AC NON-ROOFTOP 0.071 AC REDEVELOPED PROPOSED DA #6 DA = 0.074 AC 0.074 AC ROOFTOP 0.027 AC REDEVELOPED PROPOSED DA #7 DA = 0.134 AC 0.070 AC NON-ROOFTOP 0.067 AC REDEVELOPED PROPOSED DA #8 DA = 0.089 AC 0.067 AC NON-ROOFTOP 0.064 AC REDEVELOPED PROPOSED DA #9 DA = 0.079 AC 0.039 AC NON-ROOFTOP 0.030 AC REDEVELOPED PROPOSED DA #4 DA = 0.228 AC 0.193 AC NON-ROOFTOP 0.132 AC REDEVELOPED PROPOSED DA #5 DA = 0.123 AC 0.094 AC NON-ROOFTOP 0.063 AC REDEVELOPED Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Proposed Stormwater Plan C4-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT NOTES: 1.STORMWATER RUNOFF TO BE DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO STORMWATER TREATMENT AREAS AS DEPICTED ON THIS PLAN AND DETAILS. 2.THIS SITE WILL REQUIRE REGULAR MAINTENANCE OF STORMWATER TREATMENT AREAS AND EROSION CONTROL MEASURES. STORMWATER MAINTENANCE NOTES & RECOMMENDATIONS: 1.THE PURPOSE OF THIS PLAN IS TO PROVIDE THE PERMIT HOLDER WITH GUIDANCE FOR OPERATING AND MAINTAINING THE STORMWATER TREATMENT SYSTEM. THE TREATMENT SYSTEM IS SUBJECT TO NATURAL ELEMENTS AND WILL REQUIRE PERIODIC MAINTENANCE AND REPAIRS. THE COMPONENTS OF THE TREATMENT SYSTEM HAVE BEEN IDENTIFIED ON THIS PLAN AND SPECIFIC MAINTENANCE NOTES FOR EACH COMPONENT HAVE BEEN PROVIDED BELOW. THE TREATMENT SYSTEM COMPONENTS SHOULD BE INSPECTED ANNUALLY IN THE SPRING AS INDICATED IN THE PERMIT CONDITIONS. 2.GENERAL MAINTENANCE: EACH SPRING THE ENTIRE SITE SHOULD BE INSPECTED FOR ANY AREAS OF EROSION, WHICH SHOULD BE REPAIRED AS NECESSARY. AN ENGINEER SHOULD BE CONSULTED IF THERE ARE AREAS THAT ROUTINELY ERODE. PURPOSE OF PLAN THE PURPOSE OF THIS PLAN IS TO SHOW THE POST-CONSTRUCTION DRAINAGE AREA AND PROPOSED STORMWATER TREATMENT PRACTICES FOR TREATMENT OF NEW AND EXISTING IMPERVIOUS ASSOCIATED WITH THE CONSTRUCTION OF A NEW MULTI-USE BUILDINGS AND PARKING AREAS. THE PROPOSED STORMWATER TREATMENT WAS DESIGNED TO TREAT IMPERVIOUS IN ACCORDANCE WITH THE 2017 VERMONT STORMWATER MANAGEMENT MANUAL AND 3-9050 GENERAL STORMWATER OPERATIONAL PERMIT. LEGEND: PROPOSED DRAINAGE AREA PROPOSED TIME OF CONCENTRATION PROPOSED REDEVELOPED IMPERVIOUS SOIL DEPTH AND QUALITY NOTE: ALL DISTURBED AREAS NOT COVERED BY IMPERVIOUS SURFACE ARE SUBJECT TO THE SOIL DEPTH AND QUALITY REQUIREMENTS ON C8-06. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-01 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SD 010.1.4LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS TYPICAL BITUMINOUS PAVEMENT NOTES: 1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN. 2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR). 3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS. SECTION WEARING COURSE (TYPE III) (VAOT 406) BASE COURSE (TYPE II) (VAOT 406) CRUSHED GRAVEL (VAOT 704.05A FINE) GRAVEL BASE (VAOT 704.04) OR CRUSHED GRAVEL (VAOT 704.05A COARSE) MIRAFI 500X STABILIZATION FABRIC INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6" SAND BORROW AND CUSHION TO BE USED IN POORLY DRAINED SOILS OR OVER BEDROCK FOR ROADS AND SIDEWALKS (VAOT 703.03) UNDISTURBED SUBGRADE OR COMPACTED FILL A B C D E 1" = 1' DRIVEWAYS E 6 66 66 RESIDENTIAL COMMERCIAL 1 1/2 6 18 2 1/2 4 12 N/A 2 3 18 6 COMMERCIAL 2 PRIVATEROADS THICKNESS (INCHES) PARKING LOTS 1 2 12 6 1-1/2 2-1/2 12 6 RESIDENTIAL D B C A SD 010.1.9LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS BITUMINOUS ASPHALT - VERTICAL BUTT JOINT 30" MIN 1 1/2" OVERLAY PA V E M E N T S A W C U T GRAVEL BASE MATCH EXISTING GRADE APPLY TACK COAT PRIOR TO OVERLAY 1 1/2" EXISTINGPROPOSED BITUMINOUS PAVEMENT FINISHED GRADE SD 030.1.1 1/2 " = 1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL CONCRETE SIDEWALK SPECIFICATIONS: 1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET. 2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE EQUAL TO THE WIDTH OF THE SIDEWALK. 3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET. 4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK. 5)IF WET OR UNSTABLE SOIL CONDITIONS EXIST CONTACT ENGINEER FOR ADDITIONAL MEASURES SUCH AS UNDERDRAIN OR ADDITIONAL SUBBASE. 5" 6"6"VARIES NOTE: DISTANCES ARE TYPICAL AND MAY BE ALTERED FOR SPECIFIC SITE CONDITIONS. CONCRETE WEAR COURSE (4000 PSI) MINIMUM 18" GRAVEL BASE OWNER TO COORDINATE WITH OTHER DISCIPLINES (ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR. 18"30" #4 REBAR 30" O.C. BOTH WAYS SD 030.2.1LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS WARNING TEXTURE NOTES: 1.PER MUNICIPAL REQUIREMENTS PROVIDE CAST IRON TRUNCATED DOME PAD. 2.SEE SITE PLAN FOR LOCATION. ASPHALT ASPHALT SURFACES SHALL BE COMPOSED OF OIL BASED BITUMEN. COAL TAR ASPHALT IS NOT ACCEPTABLE, NOR WARRANTED. ASPHALT MUST CURE MINIMUM 20 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING OF ALL SURFACES. THIS ALLOWS TENSILE STRENGTH PROPERTIES OF BOTH MATERIALS TO MORE CLOSELY APPROXIMATE EACH OTHER. ANY ASPHALT AREAS REQUIRING DETECTABLE WARNING INSTALLATIONS SHALL BE COMPACTED WITH VIBRATORY ROLLERS OR APPROVED COMPACTION EQUIPMENT IN ADDITION TO STANDARD LOCAL CONDITIONS TO PROVIDE MAXIMUM COMPACTION OF ASPHALT ALLOWING THE GREATEST ADHESION. SEAL COAT PRODUCT SHALL NOT BE PLACED ON ASPHALT OR COAL TAR SEALERS. IF SURFACE HAS BEEN SEALED, GRIND ENTIRE AREA TO BE INSTALLED TO REMOVE ALL SEALERS. CONCRETE MINIMUM COMPRESSIVE STRENGTH 3000 PSI. CONCRETE MUST CURE FOR 15 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING. ALL CONCRETE COLORING/ADDITIVES SHALL BE INTEGRAL, NOT SURFACE APPLIED. ALL "SURFACE CURING" COMPOUNDS OR SEALERS SHALL BE REMOVED BY METHOD OF GRINDING ON ANY CONCRETE THAT IS LESS THAN 6 MONTHS OLD BEFORE PRODUCTS ARE INSTALLED. SURFACE FINISH SHOULD BE MEDIUM BROOM FINISH FOR MAXIMUM ADHESION. SURFACES ALL SURFACES TO BE CLEAN AND DRY. TRUNCATED DOMES AND ALL RELATED INSTALLED SURFACES TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE INSTALLATIONS SHALL BE AT MINIMUM, AT LEAST AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES. MIN. CAST IRON TRUNCATED DOME DETECTABLE WARNING DETAIL G ELEVATION F 0.2" G 1.40".90" F .80".45" E 1.50".65" D MAX. 2.40" PLAN 1.60" E D D E RAMP EDGE OF PAVEMENT NO CURB CAST IRON TRUNCATED DOMES. SEE SITE PLAN FOR LOCATION(S). 24" SIDEWALK SD 030.2.2LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS TYPICAL SIDEWALK LAYOUT 1/4"/FT. 5' 30" 5' 30 " 1/2" RADIUS TOOLED JOINT NOTES: 1.SUBMIT SHOP DRAWINGS ON GRID PATTERN FOR REVIEW BY ENGINEER PRIOR TO CONSTRUCTION. 2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS. 3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF SIDEWALK. 4.LAP BARS 30 BAR DIAMETERS. 5.EXPANSION JOINTS AT 20 FT. O.C.. 6.SEE SITE PLAN FOR SIZE AND LOCATION. 5" LAP BARS 30 BAR DIAMETERS REINFORCING BARS (TYPICAL)TOOLED JOINT (TYPICAL) EXPANSION JOINT MATERIAL 20' O.C.REINFORCING BARS SD 050.2.1LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS BIKE RACK 36" 47 " 35 " #4 REBAR 24" O.C. BOTH WAYS 6" 18 " 6" PORTLAND CEMENT PAD CLASS "A" CONCRETE 2X 0.25" X 12.75" ANCHOR RODS 18" CRUSHED STONE WRAPPED IN 140N GEOTEXTILE FABRIC UNDISTURBED SOIL 6" P2 3/8" O.D. GALVANIZED STEEL SCHEDULE 40 PIPE WITH POWDERCOAT FINISH BLACK NOTE: SEE SITE PLAN FOR SIZE AND LOCATION. FINISHED GRADE SD 050.2.2TRUDELL CONSULTING ENGINEERS BIKE RACK LAYOUT 30" O.C. 8' 30 " 24" 30 " 24" 16'-8" CONCRETE PAD BIKE RACK LOOP - INVERTED U NOTES: 1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS. 2.1 LOOP = 2 BICYCLE PARKING SPACES. 3.SEE SITE PLAN FOR SIZE AND LOCATION. LAST REVISED 03/03/2021 SD 010.7.1LAST REVISED 03/09/2021TRUDELL CONSULTING ENGINEERS APBA PARKING GUIDELINE PLAN VIEW 72" 24" 48" (36" min) 96" RECOMMENDED TO OBSTRUCTION (36" PREFERRED WHEN ADJACENT TO AUTO PARKING) BIKE RACK SD 050.1.1 1"=1' LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS REINFORCED CONCRETE PAD CLASS A CONCRETE SLAB, BROOM FINISH #4 REINFORCING BARS 12" O.C. BOTH WAYS, 3" CLEAR 18" CRUSHED STONE COMPACTED SUBBASE SIZE VARIES SEE SITE PLAN 3/4" CHAMFER (TYPICAL) 8" 140N GEOTEXTILE FABRIC OR EQUAL AROUND STONE FINISHED GRADE, SEE SITE PLAN FOR FINISHED GRADE NOTE: CONTRACTOR TO COORDINATE KNOCKOUT LOCATIONS IN CONCRETE FOR CONDUITS IF APPLICABLE. UNDISTURBED SOIL Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-02 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-03 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Water Details C8-04 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT W 010.1.2 3/4"=1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL WATER SERVICE TRENCH LC SAND BEDDING SEE PLAN FOR PIPE SIZE AND MATERIALS APPROVED BACKFILL TO BE FREE OF DEBRIS, ORGANIC REFUSE, OR FROZEN SOIL. FILL TO BE COMPACTED IN 12" LIFTS. SLOPE OR SHEET THE SIDES OF TRENCHES DEEPER THAN 5 FEET TOPSOIL, SEED, AND MULCH, OVERFILL FOR SETTLEMENT PAVED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACT TO 95% DENSITY STANDARD PROCTOR. WHERE 6' OF COVER CANNOT BE MAINTAINED, COVER WATER MAIN WITH 2" INSULATION BOARD. USE 2" INSULATION BOARD ON SIDES, AS SHOWN, AND AT ALL ROAD CROSSINGS. EXTEND INSULATION 10' BEYOND ROAD IN BOTH DIRECTIONS. NOTES: 1.INSTALL PER MANUFACTURES RECOMMENDATIONS AND GUIDELINES. 2.IF 6' OF COVER CAN NOT BE MAINTAINED REVIEW AND DISCUSS WITH PROJECT ENGINEER. 3.ALL TRENCH EXCAVATIONS SHALL MEET OSHA, STATE & LOCAL REQUIREMENTS & SAFETY REGULATIONS. 6" 4" 6' M I N . SE E P A V E M E N T SE C T I O N o r MA T C H E X I S T I N G 2' TRUDELL CONSULTING ENGINEERS CL FOR GRASSED AREAS FOR PAVED or GRAVEL SURFACES 3/4" CRUSHED STONE OR SAND BEDDING WATER MAIN (SEE SITE PLAN FOR PIPE SIZE & MATERIAL) ALL BACKFILL TO BE COMPACTED IN 6" LIFTS SEED AND MULCH, OVERFILL FOR SETTLEMENT GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' WHERE 6' OF COVER CANNOT BE MAINTAINED, COVER WATER MAIN WITH 2" INSULATION BOARD, AND USE MINIMUM 2" INSULATION BOARD ON SIDES. AT ALL ROAD, DRIVE AND SIDEWALK (SURFACE) CROSSINGS INSTALL 2" INSULATION BOARD ON TOP AND SIDES AS SHOWN AND EXTEND 10' BEYOND SURFACE IN BOTH DIRECTIONS. INSULATION SHALL BE FULL WIDTH OF TRENCH. DETECTABLE METALLIC WARNING TAPE LABELED "WATER" 4"x4"x48" PRESSURE TREATED POST OR EQUIVALENT PLASTIC MARKER EVERY 300' AND AT ALL BENDS (GRASSED AREAS) PAINTED BLUE UNLESS INDICATED OTHERWISE BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO 90% DENSITY STANDARD PROCTOR IN GRASSED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL COMPACTED TO 95% DENSITY STANDARD PROCTOR IN GRASSED AREAS BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY GRAVEL, SEE ROADWAY SECTION. COMPACTED TO 95% DENSITY STANDARD PROCTOR NOTES: 1.THE CONTRACTOR SHALL VERIFY THE PIPE MATERIAL TYPE AND SPECIFICATION WITH THE LOCAL WATER UTILITY BEFORE SUBMITTING SHOP DRAWINGS FOR, ORDERING, OR INSTALLING ANY WATER MAIN OR SERVICE. IF THERE IS ANY DISCREPANCY MATERIAL SPECIFICATION ON THE PLANS AND WHAT THE LOCAL WATER UTILITY REQUIRES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE CHANGE AND USE THE MATERIAL SPECIFIED BY SAID UTILITY. 2.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MINIMUM. 3.IF UNSUITABLE MATERIAL IS REMOVED BELOW BEDDING, REPLACE WITH MATERIAL APPROVED BY ENGINEER AND COMPACT TO 95% MAXIMUM DENSITY. 4.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PIPE IS NOT DAMAGED. 5.BEDDING TO PROVIDE FIRM, STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 6.INSTALL WATER MAIN IN ACCORDANCE WITH MANUFACTURES GUIDELINES. 7.IF 6' OF COVER CAN NOT BE MAINTAINED DISCUSS WITH PROJECT ENGINEER AND TOWN (IF APPLICABLE) PRIOR TO INSTALLING. ADDITIONAL INSULATION OR OTHER MEASURES MAY BE REQUIRED DEPENDING ON COVER. 8.SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 9.IN NO CASE SHALL THE WATER MAIN BE BURIED LESS THAN 4 1/2 FEET BELOW FINISHED GRADE. 10.ALL TRENCH EXCAVATION SHALL MEET OSHA, STATE, & LOCAL REQUIREMENTS & SAFETY REGULATIONS. W 010.1.1 PIPE OD + 24" 24 " 6" D 6" 12 " 6' M I N I M U M SE E R O A D W A Y SE C T I O N O R M A T C H EX I S T I N G TYPICAL WATER MAIN TRENCH W 020.1.1LAST REVISED 02/09/2021TRUDELL CONSULTING ENGINEERS TYPICAL GATE VALVE (4" TO 12") WATER "WATER" CAST IN COVER FINISHED GRADE COATED CAST IRON TWO PIECE (SLIP TYPE) VALVE BOX WITH FLANGED TOP & LID. PROVIDE MUD CAP AND GATE BOX ALIGNER. 2" OPERATING NUT TURN COUNTER CLOCKWISE TO OPEN GATE VALVE AWWA C515 COMPLIANT GATE VALVE MODEL KS-RW OR APPROVED EQUIVALENT WITH STAINLESS STEEL BOLTS MEGALUG MECHANICAL JOINT CONNECTION 3/4" CRUSHED STONE BEDDING PAVED AREAS NOTE: IN REMOTE AREAS SUCH AS CROSS COUNTRY WATER LINE ROUTES, PROVIDE A CONCRETE PAD 24"x24"x8" THICK BEDDED ON 12" OF GRAVEL AND FLUSH WITH GRADE. ALSO PROVIDE 4"x4" PRESSURE TREATED POST STICKING 48" ABOVE GRADE TO MARK LOCATION. VALVE ANCHOR, 5 C.F. CLASS D CONCRETE USE # 4 BARS TO ANCHOR VALVE TO CONCRETE WATER MAIN NOTES: 1.INSTALL IN ACCORDANCE WITH MANUFACTURES INSTALLATION GUIDELINES. 2.SUBMIT SHOP DRAWING TO PROJECT ENGINEER PRIOR TO INSTALLATION. 3.COORDINATE WITH TOWN PUBLIC WORK DEPARTMENT AND STANDARDS WHEN APPLICABLE. 4.PROVIDE ONE VALVE KEY TO OWNER. 6' M I N I M U M W 040.1.1LAST REVISED 02/16/2021TRUDELL CONSULTING ENGINEERS TYPICAL WATER MAIN THRUST BLOCKS 2", 3" & 4"SAFE BEARING LOAD LBS/FT.² GRAVEL SHALE SOIL TYPE CLAY SAND TILL 10000 1000 2000 3000 4000 5.0 2.5 2.0 1.5 0.5 90° 7.0 3.5 2.5 2.0 1.0 45° 14.0 7.0 5.0 3.5 1.5 45° 8.0 4.0 3.0 2.0 1.0 10.5 5.5 3.5 3.0 1.0 22.5°45° 4.0 2.0 1.5 1.0 0.5 2.0 1.0 1.0 0.5 0.5 15.0 7.5 5.0 4.0 1.5 6" 90° 18.0 9.0 6.0 4.5 2.0 22.5° 4.0 2.0 1.5 1.0 0.5 90° 25.0 13.0 8.5 6.5 2.5 8" 2.0 5.0 7.0 10.0 21.0 3.0 7.0 9.0 14.0 28.0 22.5° 7.0 3.5 2.5 2.0 1.0 3.5 9.5 12.5 19.0 38.0 90° 10" 45° 1.0 2.5 4.5 5.0 10.5 22.5° 39.0 20.0 13.0 10.0 4.0 12" 90° 55.0 27.5 18.5 14.0 5.5 45° 30.0 15.0 10.0 7.5 3.0 22.5° 15.0 8.0 5.0 4.0 1.5 USE CLASS D (2500 PSI) CONCRETE FOR THRUST BLOCKS. PLACE 4 MIL. POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK. PLACE THRUST BLOCK AGAINST UNDISTURBED TRENCH WALL - CONCRETE BEARING AREA ON FITTING TO BE A MINIMUM OF 1/2 SQUARE FOOT. THRUST BLOCKS BASED ON 200 PSI WORKING PRESSURE PLUS SURGE ALLOWANCE OF 100 PSI. IF GREATER THAN 200 PSI SEE PROJECT ENGINEER FOR SIZE. 90° ELBOW TEE 22 ½ ° ELBOW 45° ELBOW TRENCH WALL, TYPICAL UNDISTURBED SOIL, TYPICAL EXTEND 6" INTO TRENCH WALL (TYP). NOTE: 1.FOR REDUCERS, PROVIDE BEARING AREA FOR THE SOIL TYPE BASED ON 4000 LBS FOR EACH 2" REDUCTION IN SIZE. 2.PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. PICTURES MAY BE USED AT ENGINEERS DISCRETION. 3.ALSO INCLUDE RETAINER GLANDS ON ALL BENDS, TEES, CAPS ETC. 4.CONCRETE NOT TO OVERLAP ANY JOINT. MINIMUM BEARING AREA IN SQUARE FEET ON UNDISTURBED TRENCH WALLTHRUST BLOCK TABLE CAP W/ MECH. JOINT CAP REDUCER OR TEE CAP OR TEE CAP OR TEE CAP OR TEE CAP OR TEE CAP WATER/SEWER MAIN SEPARATION DETAIL 18" 18" WATER MAIN ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED OVER SEWER SEWER COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS SEWER MAIN 9' ONE STANDARD FULL LENGTH OF DUCTILE IRON SEWER MAIN TO BE CENTERED OVER WATER MAIN PVC SDR 35 SEWER MAIN UNDISTURBED SOIL FLEXIBLE COUPLING INCASED IN CLASS B CONCRETE WATER MAINS CROSSING ABOVE SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN PIPES. WATER MAIN JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING 2' 6" 6" WATER COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS CLASS B CONCRETE CRADLE TO EXTEND TWO FEET BEYOND WATER MAIN TRENCH WIDTH EACH SIDE SEWER MAINS CROSSING ABOVE SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN PIPES. SEWER MAIN JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER MAIN, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND SHALL BE PRESSURE TESTED PRIOR TO BACKFILLING TO ASSURE WATERTIGHTNESS. LAST REVISED 02/16/2021 W 030.1.2 WATER MAIN ABOVE SEWERS PREFERRED METHOD WATER MAIN BELOW SEWER NOT HE RECOMMENDED METHOD NOTES: 1.PARALLEL INSTALLATION: WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED MANHOLE, SANITARY SEWER OR FORCEMAIN. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. IF THIS DISTANCE CANNOT BE OBTAINED, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE SEWERS ARE BEING INSTALLED, AND THE ABOVE SEPARATION CAN NOT BE MET, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUAL AND SHALL BE PRESSURE TESTED TO ENSURE WATERTIGHTNESS. 2.CROSSINGS: SEE THE DETAILS TO THE LEFT. 3.SEWER RELATIONS TO WATERMAINS SHALL BE IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SEWAGE WORKS" SO-CALLED TEN STATE STANDARDS. 4.WATERMAINS TO BE RECONSTRUCTED SHALL BE PUSH-ON OR MJ D.I. CL52 PIPE, AWWA C900 PVC PRESSURE PIPE OR HDPE SDR9 PRESSURE PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE CENTERLINE OF THE SEWER AS APPROVED BY THE ENGINEER. 5.THE PROJECT ENGINEER SHALL OBSERVE ALL CROSSINGS PRIOR TO BACKFILL. 6.ANY DEVIATIONS TO THESE MINIMUM REQUIREMENTS IS SUBJECT TO REVIEW AND APPROVAL REGULATORY AUTHORITIES. 7.PRIOR TO THE CROSSING THE CONTRACTOR SHALL SUPPLY INVERT OF SEWER TO THE PROJECT ENGINEER. TRUDELL CONSULTING ENGINEERS W 030.1.1LAST REVISED 02/16/2021TRUDELL CONSULTING ENGINEERS TYPICAL WATER/SEWER CROSSING LC WATER SEWER REQUIREMENTS: 1.WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF WATER MAIN AND THE OUTSIDE OF SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. WATER MAINS SHALL NOT PASS THROUGH SEWER MANHOLES OR BE SUBMERGED IN BASINS CONTAINING SEWAGE OR OTHER GROSSLY CONTAMINATED OR HAZARDOUS MATERIAL. 2.THE PROJECT ENGINEER SHALL OBSERVE ALL CROSSINGS, PRIOR TO BACKFILL. 3.ANY DEVIATION TO THIS MINIMUM REQUIREMENT IS SUBJECT TO REVIEW AND APPROVAL OF REGULATORY AUTHORITIES. 4.PRIOR TO CROSSING THE CONTRACTOR SHALL SUPPLY INVERT OF SEWER AND WATER TO PROJECT ENGINEER. INVERT COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS 18 " M I N . WSR APPENDIX SUBSECTION 8.6.3 W 000.1.1LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS TESTING WATER MAINS AND HYDRANTS *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT IF APPLICABLE OR PRIVATE OWNER/OPERATOR AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING PROJECT ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. A.AFTER THE PIPE HAS BEEN LAID AND 7 DAYS AFTER THE CONCRETE THRUST BLOCKS AND ANCHORS HAVE BEEN PLACED, THE WATER MAIN SHALL BE HYDROSTATICALLY TESTED ACCORDING TO THE LATEST EDITION OF THE AWWA SPECIFICATION C-600, AND VERMONT PLUMBING RULES. B.CONTRACTOR SHALL SUPPLY ALL NECESSARY APPARATUS TO PERFORM THE HYDROSTATIC TEST. C. TEST PRESSURE SHALL BE 200 POUNDS PER SQUARE INCH OR 1.5 TIMES THE WORKING PRESSURE MEASURED AT OR NEAR THE HIGH POINT IN THE SYSTEM, WHICHEVER IS GREATER. TEST SHALL BE A MINIMUM OF 2 HOURS IN DURATION. TESTING ALLOWANCE SHALL BE DEFINED AS THE VOLUME OF WATER THAT MUST BE SUPPLIED INTO THE NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF TO MAINTAIN PRESSURE WITHIN 5 PSI (34.5 kPa) OF THE SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR HAS BEEN EXPELLED. THE TESTING ALLOWANCE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE (L) OR ELSE THE SECTION OF PIPE BEING TESTED WILL BE CONSIDERED FAILED. TESTING ALLOWANCE SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN A TEST SECTION OVER A PERIOD OF TIME. REFER TO PIPE MANUFACTURERS RECOMMENDED TESTING PROCEDURE INCLUDING PIPE STABILIZATION PRIOR TO START OF TEST. D.THE PROJECT ENGINEER AND THE MUNICIPALITY SHALL BE CONTACTED 48 HOURS PRIOR TO TESTING. E.ALL VALVES SHOULD BE VERIFIED AS BEING OPEN OR CLOSED AS APPROPRIATE FOR THE PORTION OF THE WATER MAIN BEING TESTED. F.ALLOWABLE LEAKAGE SHALL BE COMPUTED BY THE FORMULA: L=(S x D x √P)/148,000 WHERE L IS LEAKAGE IN GALLONS PER HOUR, S IS THE LENGTH OF PIPE TESTED IN FEET, D IS THE NOMINAL DIAMETER OF THE PIPE IN INCHES AND P IS THE AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH DURING THE TEST. G.REPLACE AND RETEST ANY WORK FOUND TO BE DEFECTIVE AFTER FAILED TEST AT NO EXPENSE TO OWNER AND RETEST UNTIL SYSTEM PASSES A.AFTER TESTING THE WATER MAINS, OPEN THE HYDRANT FULLY AND FILL WITH WATER. TO PREVENT CAPS FROM BEING BLOWN OFF, VENT AIR FROM ONE OF THE CAPS WHILE IT IS BEING FILLED. WHEN ALL THE AIR HAS ESCAPED, TIGHTEN THE CAP. B.ALLOW THE PRESSURE TO BUILD UP TO MAIN LINE PRESSURE AND CHECK FOR LEAKAGE AT FLANGES, NOZZLES AND THE OPERATING STEM. RECORD STATIC PRESSURE IN PSI. C.FLOW HYDRANT AND RECORD FLOW RATE IN GPM AND RESIDUAL PRESSURE IN PSI. SUBMIT RESULTS TO PROJECT ENGINEER. D.CLOSE THE HYDRANT, REMOVE ONE NOZZLE CAP AND PLACE THE PALM OF YOUR HAND OVER THE OPENING. DRAINAGE SHOULD CREATE A NOTICEABLE SUCTION. IF NO SUCTION OR HYDRANT DOESN'T HAVE DRAIN, MANUALLY PUMP WATER OUT OF BARREL. E.AT PROJECT ENGINEER DISCRETION, ASSIST WITH FLOW TESTING. ENGINEER TO RECORD STATIC AND RESIDUAL PRESSURE AS WELL AS FLOW RATE. TESTING WATER MAINS TESTING HYDRANTS (IF APPLICABLE) W 000.2.2LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS DISINFECTION OF WATER SYSTEM *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). A. PRIOR TO BEING PUT INTO SERVICE, WATER MAINS SHALL BE DISINFECTED ACCORDING TO THE LATEST EDITION OF AWWA SPECIFICATION C-651. THE TABLET METHOD IN AWWA STANDARD 651 IS NOT ACCEPTABLE. B. THE NEW LINE SHALL BE FLUSHED AT A VELOCITY OF NOT LESS THAN 2.5 FEET PER SECOND (OPEN 2-1/2 INCH HYDRANT CONNECTION). FLUSH FOR A PERIOD DETERMINED BY THE PROJECT ENGINEER FOR THE LENGTH OF MAIN TO BE DISINFECTED. C. CHLORINATION SHALL BE ACCOMPLISHED BY INTRODUCING A SODIUM HYPOCHLORITE SOLUTION FOR A RESULTANT CONCENTRATION OF GREATER THAN 25 PARTS PER MILLION OF FREE CHLORINE. D. USING A NOZZLE AT EACH END HYDRANT, CONTROL THE RATE OF FLOW INTO THE NEW MAIN AND PROPORTIONALLY FEED THE SODIUM HYPOCHLORITE SOLUTION INTO THE MAIN. AFTER THE SOLUTION HAS REACHED ALL POINTS IN THE SYSTEM, CLOSE THE VALVE SUPPLYING WATER FROM THE EXISTING MAIN AND THE END HYDRANTS. MAINTAIN THE HEAVILY CHLORINATED WATER IN THE MAIN FOR 24 HOURS DURING WHICH TIME ALL MAIN LINE VALVES SHOULD BE OPERATED. AFTER 24 HOURS THE MINIMUM CHLORINE RESIDUAL MUST BE AT LEAST 10 PARTS PER MILLION. E. FLUSH HEAVILY CHLORINATED WATER FROM THE LINE AND REFILL THE LINE FOR SERVICE (USE CHLORINE DIFFUSER). TAKE AND SUBMIT TWO BACTERIOLOGICAL SAMPLES (TAKEN 24 HOURS APART) OF THE WATER TO THE STATE OF VERMONT OR A STATE APPROVED TESTING LABORATORY. IF THE RESULTS ARE UNSATISFACTORY, THE DISINFECTION PROCEDURE WILL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. F. FINISHED WATER STORAGE STRUCTURES SHALL BE DISINFECTED IF APPLICABLE, IN ACCORDANCE WITH CURRENT AWWA STANDARD C652. TWO OR MORE SUCCESSIVE SETS OF SAMPLES, TAKEN AT 24 HOUR INTERVALS, SHALL INDICATE MICROBIOLOGICALLY SATISFACTORY WATER BEFORE THE FACILITY IS PLACES INTO OPERATION. G. DISPOSAL OF HEAVILY CHLORINATED WATER FROM THE DISINFECTION PROCESS SHALL BE DE-CHLORINATED OR OTHERWISE HANDLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VERMONT AGENCY OF NATURAL RESOURCES. H. THE DISINFECTION PROCEDURE (AWWA CHLORINATION METHOD 3, SECTION 4.3 C652) WHICH ALLOWS USE OF THE CHLORINATED WATER HELD IN THE STORAGE TANK FOR DISINFECTION PURPOSES IS NOT RECOMMENDED. WHEN THAT PROCEDURE IS USED, IT IS REQUIRED THAT THE INITIAL HEAVILY CHLORINATED WATER BE PROPERLY DISPOSED IN ORDER TO PREVENT RELEASE OF WATER WHICH MAY CONTAIN VARIOUS CHLORINATED ORGANIC COMPOUNDS INTO THE DISTRIBUTION SYSTEM. DISINFECTING WATER MAINS AND SYSTEMS W 000.2.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE WATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED THOSE TESTS, AND THE WATER SYSTEM(S) ARE BUILT IN ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCARDED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. CONTRACTOR'S CERTIFICATION FOR WATER SYSTEM W 020.1.5 1"=1'-0" TRUDELL CONSULTING ENGINEERS TYPICAL WATER CURB STOP LCPAVED AREAS IN NON PAVEMENT AREA MARK LOCATION OF CURB STOP WITH A 2x4 BROUGHT TO THE SURFACE WITH THE LETTER "W" MARKED ON IT, SET FLUSH TO GRADE ERIE CURB BOX WITH STATIONARY ROD AND ARCH PATTERN BASE 3/4" - 1" PLUG TYPE CURB STOP WITH COMPRESSION CONNECTIONS (MUELLER H-25209) 4" x 8" x 16" CLASS D CONCRETE PAD ON COMPACTED BASE STAINLESS STEEL ROD TYPE K COPPER TO MAIN NOTES: 1.3/4" AND 1" CORPORATIONS SHALL BE DIRECTLY TAPPED INTO DUCTILE IRON PIPE 6" AND LARGER IN DIAMETER. LARGER SIZE CORPORATIONS UP TO 2" SHALL REQUIRE USE OF A TAPPING SADDLE. A CONNECTION MADE TO A PIPE THAT REQUIRES A SADDLE OR IS NOT DUCTILE IRON WILL HAVE A BODY WITH A SUITABLE OUTLET, SEAL, AND SUITABLE MEANS FOR ATTACHMENT TO THE MAIN. THE SADDLE SHALL PROVIDE A DRIP TIGHT CONNECTION AND SHALL BE TEFLON OR EPOXY COATED WITH STAINLESS STEEL STRAPS, BOLTS, NUTS AND MECHANISM FOR ATTACHING TO THE PIPE BARREL. 2.INSTALL PER MANUFACTURES INSTALLATION GUIDELINES AND TOWN PUBLIC WORK STANDARDS WHEN APPLICABLE. ALSO COORDINATE WITH TOWN ENGINEER WHEN APPLICABLE. 3.PRIOR TO CONSTRUCTION SUBMIT SHOP DRAWING OF MATERIALS AND INSTALLATION PROCEDURE TO PROJECT ENGINEER. 4.CHLORINATE AND SUCCESSFULLY TEST WATER QUALITY PRIOR TO MAKING SERVICE AVAILABLE FOR USE. EXISTING SOIL 3/4" - 1" QUARTER TURN BALL VALVE CURB STOP WITH COMPRESSION CONNECTIONS, MUELLER H-25209 OR CAMBRIDGE BRASS FOR 1 1/2"-2" ADD ENLARGED FOOTPIECE CURB STOP 6' T Y P I C A L D E P T H Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Sanitary Details C8-05 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT TYPICAL SEWER TRENCH D + 24" FOR GRASSED AREAS FOR GRAVEL or PAVED SURFACES SEED AND MULCH, OVERFILL FOR SETTLEMENT GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO 90% DENSITY STANDARD PROCTOR IN GRASSED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL COMPACTED TO 95% DENSITY STANDARD PROCTOR IN GRASSED AREAS WHERE MIN. COVER OF 5' CAN NOT BE MAINTAINED COVER SEWER MAIN WITH 2" RIGID INSULATION (TOP & SIDES). PLACE INSULATION AT ALL ROAD, DRIVE AND SIDEWALK CROSSINGS. EXTEND RIGID INSULATION 10' BEYOND CROSSINGS IN BOTH DIRECTIONS SEWER MAIN (SEE SITE PLAN FOR SIZE & PIPE MATERIALS) INSTALL TO MANUFACTURER'S REQUIREMENTS. CLASS I BEDDING 3/4" CRUSHED STONE NOTES: 1.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MINIMUM. 2.IF UNSUITABLE MATERIAL IS REMOVED BELOW BEDDING, REPLACE WITH MATERIAL APPROVED BY ENGINEER AND COMPACT TO 95% MAXIMUM DENSITY. 3.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PIPE IS NOT DAMAGED. 4.BEDDING TO PROVIDE FIRM, STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 5.INSTALL TO STRICTEST INTERPRETATION OF REQUIREMENTS (PLANS, SPECS & MANUFACTURER) BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY GRAVEL, SEE ROADWAY SECTION. COMPACTED TO 95% DENSITY STANDARD PROCTOR ALL BACKFILL TO BE COMPACTED IN 6" to 12" LIFTS HAUNCHING BEDDING BACKFILL BACKFILL ℄ 6" D 6" 12 " SE E R O A D W A Y S E C T I O N S DE P T H V A R I E S - 4 ' M I N I M U M C O V E R I N G R A S S E D A R E A S 5' M I N I M U M C O V E R I N P A V E D A R E A S DETECTABLE METALLIC WARNING TAPE LABELED "SEWER" INSULATION SHALL BE FULL WIDTH OF TRENCH TRUDELL CONSULTING ENGINEERS LAST REVISED 07/21/2021 S-010.1.1 3/4" = 1'-0"TYPICAL SEWER SERVICE TRENCH 24" TOPSOIL, SEED, AND MULCH, OVERFILL FOR SETTLEMENT TOP OF SUBGRADE INITIAL BACKFILL TO BE FREE OF DEBRIS, STONES, ORGANIC REFUSE, OR FROZEN SOIL. COMPACT SOIL IN 12" LIFTS TO 90% STANDARD PROCTOR WHERE 4' OF COVER CANNOT BE MAINTAINED, COVER SEWER MAIN WITH 2" RIGID INSULATION BOARD ON TOP AND SIDES OF TRENCH. FOR ALL BURY DEPTHS, USE 4" RIGID INSULATION BOARD AT ALL ROAD, DRIVE, SIDEWALK AND PARKING LOT CROSSINGS. EXTEND INSULATION FOAM 10' BEYOND BOTH DIRECTIONS CLASS 1 BEDDING TO TOP OF PIPE 3/4" STONE OR CLASS 2 BEDDING COARSE SAND & GRAVEL W/ MAXIMUM PARTICLE SIZE OF 1 1/2" SEWER SERVICE (SEE PLAN) SDR 35 PVC APPROVED BACKFILL COMPACTED IN 12" LIFTS 2' 4' M I N . C O V E R DE P T H V A R I E S 4" INSULATION FULL WIDTH OF TRENCH TRUDELL CONSULTING ENGINEERS LAST REVISED03/08/2021 S-010.1.2 3/4"=1' S-020.2.1 1"=1' LAST REVISED 07/21/2021TRUDELL CONSULTING ENGINEERS TYPICAL SEWER CLEANOUT SEW E R COVER WITH LIFT HOLE GENERAL FOUNDRY MODEL 11181, LEBARON R-808 OR EQUAL (PLAN VIEW) CAST IRON CLEANOUT RING AND COVER OR EQUAL 4" PVC SDR 35 RISER 4" PVC SDR 35 ELBOW 4"x4"x4" or 6"x6"x4" PVC SDR 35 45° WYE 4" OR 6" SDR 35 PVC PIPE SEE SITE PLAN FOR SIZE 4" or 6"FLOW FLOW LAWN PROVIDE THREADED PVC CAP EXISTING SOIL 2500 PSI CONCRETE, 18" SQUARE 8" TYPICAL SEWER MANHOLE (PROFILE) WITH 30" DIA. COVER 32 " M I N . 56 " M A X . VA R I E S 30 " GROUT FRAME TO TOP ECCENTRIC CONICAL TOP SECTION PRECAST CONCRETE ADJUSTING RING MINIMUM 4 INCHES, MAXIMUM 12 INCHES HEAVY DUTY FRAME & LID HS20 LOADING REQUIRED MARKED "SEWER" WITH INTEGRAL GASKET, NEENAH R-1743 OR EQUAL BUTYL RUBBER SEAL TO ALL JOINTS COAT ENTIRE OUTSIDE WITH ASPHALT SEALANT UNLESS WAIVED BY PROJECT ENGINEER AND PUBLIC WORKS 3/4" CRUSHED STONE FOR SUBBASE OR AS REQUIRED BY ENGINEER IF WET AND OR UNSTABLE CONDITIONS EXIST UNDISTURBED SOIL PREFORMED BASE CHANNEL, SLOPE TOP 2" TO SIDE OR CAST IN PLACE INVERT USE MANHOLE STUBS FOR ALL PIPES COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/2" GRADE STEEL REINFORCEMENT OR EQUAL, 12" O.C. 48" DIA. MANHOLE NOTES: 1.PROVIDE SMOOTH SWEEPING TRANSITIONS BETWEEN INVERTS OF INTERSECTING PIPES. NO SHARP BENDS. 2.IF DEPTH OF MANHOLE IS LESS THAN 7 FEET FROM RIM TO INVERT, THEN A FLAT TOP WILL BE INSTALLED. IF DEPTH IS 7 FEET OR MORE, THEN A CONICAL TOP WILL BE INSTALLED. 3.FORM INVERT TO SAME RADIUS AS LARGEST PIPE LEAVING MANHOLE. 4.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE DESIGN ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS. 5.PRIOR TO BACKFILL, TEST MANHOLE FOR WATER TIGHTNESS IN ACCORDANCE WITH TESTING REQUIREMENTS. SEE DETAIL. 6.ADJUST RIM AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. SLOPE FRAME AND LID TO MATCH ROAD GRADES REFER TO ROAD SECTIONS FOR DEPTH OF SUBGRADE AND ROADWAY MATERIALS PAVED AREAS UNPAVED AREAS 30" DIA. 8" GROUT AROUND INVERT AT TROUGH INTERFACE TO PROVIDE SMOOTH FLOW PATH 5" 12 " STAINLESS STEEL CLAMP MANHOLE BOTTOM GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 6 1 TRUDELL CONSULTING ENGINEERS FLEXIBLE RUBBER BOOT LAST REVISED 09/24/2021 1/2" = 1'-0" S-060.1.1 CL CONFINED SPACE DO NOT ENTER WITHOUT FOLLOWING OSHA CONFINED SPACE ACCESS REGULATIONS IMPACT NOTE ON NATIONAL PRECAST CONCRETE ASSOCIATION (NPCA): PRIOR TO ORDERING SUPPLY THE PROJECT ENGINEER WITH SHOP DRAWINGS. PRECAST CONCRETE TO BE SUPPLIED BY NPCA CERTIFIED PRECAST CONCRETE PLANTS IN GOOD STANDING, TO ENSURE QUALITY ASSURANCE. LID HS20 LOADING LETTERED "SEWER" S-060.1.2 1/2" = 1' LAST REVISED 12/24/2020TRUDELL CONSULTING ENGINEERS SEWER CONNECTION TO EXISTING MANHOLE LC 5" SET CORE AND GASKET SEAL TO PLACE PIPE INVERT AT TABLE LEVEL 48" DIA. NEW SEWER MAIN POSITIVE SEAL GASKET SYSTEM WITH POWER SLEEVE EXPANSION. ENGINEER TO OBSERVE CONNECTION. EXISTING SEWER MAIN GASKETED 22° ELBOW DI R E C T I O N O F F L O W PLAN VIEW NOTE: SEE SITE PLAN FOR CORE LOCATION, PIPE SIZE AND INVERT. REFORM OR RE-BUILD INVERTS AS NEEDED TAKE MEASURES TO ENSURE MANHOLE AND CONNECTIONS ARE WATER TIGHT GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE TESTING GRAVITY SEWERS AIR TESTING SEWERS 3 8 10 4 6 0.2 0.3 0.7 1.2 1.5 TESTING SHALL BE DONE IN ACCORDANCE WITH EPR CH. 1 1-1003(o)(2) PAGE 156. A.TEST THE GRAVITY SEWER BY A PRESSURIZED AIR TEST BETWEEN CONSECUTIVE MANHOLES. PLUG ALL OPENINGS OF THE TEST SECTION AND CONNECT THE AIR CONTROL EQUIPMENT TO THE TAPPED END. B.SUPPLY AIR SLOWLY TO THE PIPE UNTIL REACHING A CONSTANT PRESSURE OF 4.0 PSI GREATER THAN THE AVERAGE PRESSURE OF ANY SURROUNDING GROUNDWATER. PRESSURE WILL NORMALLY DROP AS TEMPERATURE STABILIZES. SUPPLY THE AIR SO THAT THE PRESSURE REMAINS ABOVE 3.0 PSI FOR AT LEAST 5 MINUTES DURING TEMPERATURE STABILIZATION. USE A PRESSURE GAUGE HAVING A RANGE FROM 0 TO 5 PSI. THE GAUGE SHOULD HAVE MINIMUM DIVISIONS OF 0.1 PSI AND AN ACCURACY OF +- 0.04 PSI. REGULATE THE AIR PRESSURE TO PREVENT IT FROM EXCEEDING 5.0 PSI. C.AFTER STABILIZATION, ADJUST PRESSURE TO 3.5 PSI OR ABOVE AND SHUT OFF AIR SUPPLY. START THE STOP WATCH. THE TIME REQUIRED FOR THE TEST IS DEPENDENT ON PIPE DIAMETER PER TOTAL LENGTH OF PIPE BEING TESTED AND MUST BE AT LEAST: D.IF THE SECTION OF LINE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACH SIZE AND ADD THE TEST TIMES TO EQUAL THE TOTAL SECTION TEST TIME. E.IF THERE IS GROUND WATER ABOVE THE SEWER LINE THE AIR TEST PRESSURE WILL BE INCREASED BY 0.5 PSI FOR EACH FOOT OF WATER ABOVE THE INVERT OF THE PIPE. DIFFERENCES DUE TO AIR TEMPERATURE AND BAROMETRIC PRESSURE WILL BE CONSIDERED NEGLIGIBLE. F.IF THE PRESSURE DROPS MORE THAN 1 PSI DURING THE TEST TIME, THE PIPE WILL HAVE FAILED AND ADEQUATE REPAIRS AND RETESTING WILL BE REQUIRED AT NO EXPENSE TO OWNER. G.IT IS NOT NECESSARY TO HOLD THE TEST FOR THE WHOLE PERIOD WHEN IT IS CLEARLY EVIDENT THAT THE RATE OF AIR LOSS IS LESS THAN THE ALLOWABLE. NOMINAL PIPE DIA. IN INCHES T (TIME) MIN/100 FT. 12 15 1.8 2.1 18 2.4 21 30 33 24 27 3.0 3.6 4.2 4.8 5.4 NOMINAL PIPE DIA. IN INCHES T (TIME) MIN/100 FT. 36 39 6.0 6.6 42 7.3 ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. DEFLECTION TESTING SEWERS A.AFTER A FLEXIBLE PIPE SEWER, SUCH AS PVC, HAS BEEN BACKFILLED FOR 30 DAYS, A PIPE DEFLECTION TEST SHALL BE PERFORMED. B.THE TEST SHALL BE CONDUCTED USING A RIGID BALL OR MANDREL HAVING A DIAMETER EQUAL TO 92.5% OF THE PIPE DIAMETER. THIS DEVICE WILL BE PULLED THROUGH THE SEWER BY A ROPE WITHOUT THE MEANS OF MECHANICAL EQUIPMENT. THE MAXIMUM ALLOWABLE VERTICAL DEFLECTION SHALL BE 7.5%. C. IF THE BALL OR MANDREL CANNOT BE SUCCESSFULLY PULLED THROUGH THE SEWER PIPE, THOSE SECTIONS OF PIPE NOT MEETING THE DEFLECTION REQUIREMENTS SHALL BE EXCAVATED AND THE EMBEDMENT AND BACKFILL REPLACED. IF, IN THE OPINION OF THE ENGINEER, THE PIPE HAS BEEN DAMAGED, IT SHALL BE REMOVED AND REPLACED. TRUDELL CONSULTING ENGINEERS LAST REVISED 12/28/2020 S 000.1.1 TESTING MANHOLES, TANKS, AND STRUCTURES 1.ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. 2.EACH STRUCTURE SHALL BE TESTED BY MEANS OF A WATER TEST OR VACUUM TEST PRIOR TO THE BACKFILLING OF THE STRUCTURE. IN ANY CASE THERE SHALL BE NO VISIBLE LEAKAGE INTO THE BASE OR WALLS OF A COMPLETED STRUCTURE. 3.AFTER THE STRUCTURE HAS BEEN ASSEMBLED IN PLACE, ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND PAINTED WITH AN APPROVED NON-SHRINKING MORTAR IN MANHOLES. THE TEST SHALL BE MADE PRIOR TO PLACING THE SHELF AND INVERT. IF THE GROUNDWATER TABLE HAS BEEN ALLOWED TO RISE ABOVE THE BOTTOM OF THE STRUCTURE, THE ENGINEER MAY DIRECT IT TO BE LOWERED FOR THE DURATION OF THE TEST. ALL PIPES AND OTHER OPENINGS INTO THE STRUCTURE SHALL BE SUITABLY PLUGGED AND THE PLUGS BRACED TO PREVENT DISPLACEMENT. 4.IF THE CONTRACTOR ELECTS TO BACKFILL PRIOR TO WATER TESTING, FOR ANY REASON, IT SHALL BE AT HIS OWN RISK AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO DETERMINE THE REASON FOR ANY FAILURE OF THE TEST. NO ADJUSTMENT IN THE LEAKAGE ALLOWANCE WILL BE MADE FOR UNKNOWN CAUSES SUCH AS LEAKAGE OF PLUGS, ABSORPTION, ETC. I.E., IT WILL BE ASSUMED THAT ALL LOSS OF WATER DURING THE TEST IS A RESULT OF LEAKS THROUGH THE JOINTS OR THROUGH THE CONCRETE. FURTHERMORE, THE CONTRACTOR SHALL TAKE ANY STEPS NECESSARY TO ASSURE THE ENGINEER THAT THE WATER TABLE IS BELOW THE BOTTOM OF THE STRUCTURE THROUGHOUT THE TEST. 5.IF THE GROUNDWATER TABLE IS ABOVE THE HIGHEST JOINT IN THE STRUCTURE, AND IF THERE IS NO LEAKAGE INTO THE STRUCTURE AS DETERMINED BY THE ENGINEER, SUCH A TEST CAN BE USED TO EVALUATE THE WATER TIGHTNESS OF THE STRUCTURE. HOWEVER, IF THE ENGINEER IS NOT SATISFIED, THE CONTRACTOR SHALL LOWER THE WATER TABLE AND CARRY OUT THE TEST AS DESCRIBED HEREINBEFORE. 6.MANHOLE WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF ONE HOUR TO ALLOW FOR ABSORPTION. AFTER ONE HOUR, THE STRUCTURE SHALL BE REFILLED TO THE TOP ABOVE ALL SEAMS. THE TANK SHALL BE TESTED FOR A MINIMUM OF 6 HOURS. AT THE END OF THE 6-HOUR TEST PERIOD, THE MANHOLE SHALL BE REFILLED TO THE STARTING POINT, MEASURING THE VOLUME OF WATER ADDED. THE VOLUME OF WATER ADDED SHALL BE CONVERTED TO A 24-HOUR RATE AND THE LEAKAGE DETERMINED ON THE BASIS OF DEPTH. THE LEAKAGE FOR EACH MANHOLE SHALL NOT EXCEED ONE GALLON PER VERTICAL FOOT FOR A 24 HOUR PERIOD AND THERE SHALL BE NO VISIBLE INFILTRATION. REPAIRS BY APPROVED METHODS MAY BE MADE, AS DIRECTED BY THE ENGINEER, TO BRING THE LEAKAGE WITHIN ALLOWABLE RATE OF ONE GALLON PER FOOT PER DAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UNCOVER THE MANHOLE, AS NECESSARY, AND TO DISASSEMBLE, RECONSTRUCT OR REPLACE IT AS DIRECTED BY THE ENGINEER. THE MANHOLE SHALL THEN BE RETESTED. 7.TANK WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF 24-HOURS TO ALLOW FOR ABSORPTION. PLASTIC, STEEL, AND FIBERGLASS TANKS DO NOT NEED A 24-HOUR ABSORPTION PERIOD AND MAY BE TESTED IMMEDIATELY. AFTER 24-HOURS, REFILL THE TANK. IF AFTER ONE HOUR THERE IS NO MEASURABLE DROP IN FLUID LEVEL THE TANK SHALL BE CONSIDERED WATER TIGHT. 8.MANHOLE VACUUM TEST: THE CONTRACTOR SHALL FURNISH THE MANHOLE CONE SEAL, VACUUM PUMP, ALL NECESSARY GAUGES, HOSES, AND EQUIPMENT TO PERFORM THE TEST. 8.1.MANHOLES THAT HAVE BEEN BACKFILLED SHALL BE EXCAVATED TO EXPOSE THE ENTIRE EXTERIOR OR THE WATER TEST SHALL BE USED. 8.2.A PLATE WITH AN INFLATABLE RUBBER RING THE SIZE OF THE TOP OF THE MANHOLE SHALL BE INSTALLED BY INFLATING THE RING WITH AIR TO A PRESSURE ADEQUATE TO PREVENT LEAKAGE OF AIR BETWEEN THE RUBBER RING AND THE MANHOLE WALL. 8.3.PUMP THE AIR OUT OF THE MANHOLE THROUGH AN OPENING IN THE TEST PLATE UNTIL A VACUUM IS CREATED INSIDE THE MANHOLE EQUAL TO 10 INCHES OF MERCURY USING AN APPROVED VACUUM GAUGE. THEN STOP THE REMOVAL OF AIR AND BEGIN THE TEST. 8.4.THE VACUUM DROP SHALL NOT EXCEED 1 INCH OF MERCURY OVER A 2 MINUTE PERIOD FOR MANHOLES 0-10' DEEP, OVER 2.5 MINUTES FOR MANHOLES 10.1-15' DEEP, AND OVER 3 MINUTES FOR MANHOLES DEEPER THAN 15'. IF MORE THAN A 1 INCH DROP OCCURS WITHIN 2 MINUTES, THE MANHOLE HAS FAILED THE TEST, AND IT SHALL BE REPAIRED OR RECONSTRUCTED AND THEN RETESTED UNTIL IT PASSES AT NO EXPENSE TO OWNER. 9.TANK VACUUM TEST: 9.1.USING A VACUUM TEST, SEAL THE EMPTY TANK AND RISERS AND APPLY A VACUUM TO 4 INCHES (100 MM) OF MERCURY. THE TANK IS CONSIDERED WATERTIGHT IF 90% OF THE VACUUM IS HELD FOR 5 MINUTES PER ASTMC1277-13 SEPTIC TANKS. 10.BACKFILL AROUND THE STRUCTURE UPON SATISFACTORY TEST RESULTS. TRUDELL CONSULTING ENGINEERS LAST REVISED 12/28/2020 S 000.1.3 S 000.2.1LAST REVISED 12/28/2020TRUDELL CONSULTING ENGINEERS CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER 1.CONTRACT DOCUMENTS:THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/ CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT, AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING). FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE”. AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM . 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 7.CODES AND STANDARDS COMPLIANCE:TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS, AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PRECEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. S 000.5.2LAST REVISED 06/14/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR WASTEWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN GENERAL ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE WASTEWATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED THOSE TESTS, AND THE WASTEWATER DISPOSAL AND COLLECTION SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-06 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SW 010.1.1 1" = 1' LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS TYPICAL STORM DRAIN TRENCH 1' FINISHED ROAD GRADE D + 8 " 1' NOTES ON STORM DRAIN TRENCH: A WET TRENCH SHALL BE DEWATERED PRIOR TO INSTALLING BEDDING DEPTH OF STORM DRAIN LINES VARY, REFER TO PLANS FOR DEPTH IN APPROPRIATE LOCATIONS. D FOR PAVED SURFACES VA R I E S (S E E P A V E M E N T S E C T I O N ) FOR GRASSED AREAS REPLACE TOPSOIL, SEED, AND MULCH OVERFILL TO ALLOW FOR SETTLEMENT. THOROUGHLY COMPACTED SELECTED BACKFILL FROM TRENCH EXCAVATION, FREE OF STONES LARGER THAN 3" IN DIAMETER. COMPACT BACKFILL IN 6" LIFTS. STORM DRAIN, (SEE SITE PLAN FOR PIPE SIZE & MATERIAL) THOROUGHLY COMPACTED 3/4" CRUSHED STONE BEDDING FOR CMP, PVC, OR HDPE PIPE. UNDISTURBED SOIL SW 040.1.1 1/2" = 1' LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS TYPICAL STORMWATER MANHOLE MAXIMUM PIPE SIZE MANHOLE NOTES: 1.IF DEPTH OF MANHOLE IS 7 FEET OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP WILL BE INSTALLED. IF DEPTH IS MORE THAN 7 FEET, THEN A CONICAL TOP WILL BE INSTALLED. 2.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS 3.ADJUST RIM AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. 6" 48"VARIES 12" INCREMENTS 8" 32" MIN. 56" MAX. 12" STORM DRAIN LINE 4" 36" 5" HEAVY DUTY FRAME & LID HS20 LOADING REQUIRED MARKED WITH "DRAIN" WITH INTEGRAL GASKET. NEENAH R-1743 OR EQUAL PRECAST CONCRETE ADJUSTMENT RING SECTION MINIMUM 4 INCHES, MAXIMUM 12 INCHES ECCENTRIC CONICAL TOP SECTION COPOLYMER POLYPROPYLENE LADDER RUNGS WITH 1/2" GRADE STEEL REINFORCEMENT OR EQUAL, 12" O.C. BUTYL JOINT SEALANT TO ALL JOINTS WELDED WIRE FABRIC (6 X 6 WWF) RUBBER BOOT (PRESS SEAL PSX) #4 BARS, 12" O.C., BOTH WAYS 12" GRAVEL OR 3/4" CRUSHED STONE FOR SUB-BASE OR AS REQUIRED BY ENGINEER. IF WET AND OR UNSTABLE CONDITIONS EXIST. UNDISTURBED SOIL 30" PVC 24" RCP,CSP,CAAP,CPEP 30" DIA. CL PAVED AREAS UNPAVED AREAS "CONFINED SPACE" GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 3/4"=1' LAST REVISED 03/30/2021TRUDELL CONSULTING ENGINEERS 24" 12" VARIES (SEE SITE PLAN) VARIES (SEE SITE PLAN BACKFILL WITH NATIVE MATERIAL. OVERFILL SLIGHTLY TO ALLOW FOR SETTLEMENT BANK RUN GRAVEL ABOVE STONE UNLESS OTHERWISE SPECIFIED 3/4" - 1-1/2" HARD WASHED STONE 4" PERFORATED SDR 35 PVC WRAP STONE MATERIAL IN GEOSYNTHETIC FABRIC, MIRAFI 140N OR EQUAL UNDISTURBED SOIL SEED AND MULCH FINISHED GRADE 2" 4" SW 010.1.3 CONCRETE FOOTER WITH REINFORCING BARS BOTH WAYS CONCRETE WALL WITH REINFORCING BARS BOTH WAYS 8" TYPICAL FOOTING DRAIN CROSS SECTION FINAL REQUIREMENTS BY STRUCTURAL ENGINEER 2 x 8 WOOD 1 VARIES 1 6" PERFORATED UNDERDRAIN WRAPPED IN FILTER FABRIC 12" THICK STONE LAYER FILTER FABRIC BETWEEN SOIL AND STONE 2.0' BIORETENTION SOIL LAYER SEE SITE PLAN FOR SOIL AREA SEE DETAIL FOR BIORETENTION MIX 3" MULCH LAYER BIORETENTION AREAS SEE SITE PLAN FOR GRADING 30 MIL MIN. POLY LINER TO BE INSTALLED AROUND ENTIRE BIORETENTION AREA AND BENEATH UNDERDRAIN. CONTRACTOR TO ENSURE LINER IS SEALED AND WATERTIGHT. ENGINEER TO VERIFY LINER INSTALLATION PRIOR TO BACKFILL. LINER TO EXTEND 2' MINIMUM UP SIDES OF BASIN SW-027LAST REVISED 03/05/2014TRUDELL CONSULTING ENGINEERS BIORETENTION UNDERDRAIN CLEANOUT 4" PVC SDR 35 RISER 4" PVC SDR 35 ELBOW 6"X6"X4" PVC SDR 35 45° WYE 6" PERF. SDR 35 PVC PIPE 6"FLOW 4" PVC CAP TO EXTEND 3" ABOVE TOP OF MULCH SEE DETAIL BELOW FOR BIORETENTION SOIL LAYERS PHOSPHORUS LEVELS SHALL BE VERIFIED BY TESTING OF BIORETENTION SOIL TO BE PROVIDED BY CONTRACTOR. THE SOIL SHALL BE TESTED USING THE MORGAN METHOD OR APPROVED EQUIVALENT. THE TEST RESULTS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. THE TEST RESULTS SHALL BE RECORDED WITH THE LOCAL DESIGN/PERMIT RECORDS. NOTE: CONTRACTOR SHALL CUT THE EXISTING LINER FOR EXTENSION OF BIORETENTION AREA. NEW LINER WILL OVERLAP EXISTING LINER AT LOCATION OF CUT BY 24" AND SHALL BE SEALED. NEW UNDERDRAIN LINE WILL TEE INTO EXISTING UNDERDRAIN PIPES IN THE LOCATION SHOWN IN THE SITE PLAN. SEE SITE PLAN FOR EXPANDED BIORETENTION AREA. TRUDELL CONSULTING ENGINEERS BIORETENTION SOIL MIX REQUIREMENTS BIORETENTION SOIL MIX THE BIORETENTION SOIL CONSISTS OF TWO LAYERS: THE UPPER MEDIA LAYER AND THE LOWER MEDIA LAYER. THE UPPER MEDIA LAYER SHALL EXTEND 12" BELOW THE MULCH LAYER AND SHALL CONSIST OF USDA SAND TO LOAMY SAND CLASSIFICATION, OR A WELL BLENDED, HOMOGENOUS MIXTURE OF THE FOLLOWING COMPONENTS: SAND 85-95% (NO MORE THAN 25% FINE OR VERY FINE SAND) SILT & CLAY 0-15% (NO MORE THAN 25% CLAY CONTENT BY WEIGHT) *ORGANICS 0-3% (COMPOST) OR 3-7% (PEAT OR OTHER ORGANIC MATERIAL) *ORGANICS SHOULD CONSIST OF COMPOST THAT MEETS THE DEFINITION OF "COMPOST" IN THE AGENCY'S SOLID WASTE MANAGEMENT RULES OR THE CONTAINMENT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT RULES §6-1104(g)(6-7), §6-1105(e)(8-9), AND §6-1106(e)(7-9). THE BIORETENTION SOIL MIX SHALL BE FREE OF STONES, STUMPS, OR ROOTS LARGER THAN TWO (2) INCHES IN ANY DIMENSION. THE SOIL MIX SHALL BE FREE OF NOXIOUS WEEDS. THE BIORETENTION SOIL SHALL BE TESTED FOR A PHOSPHORUS SATURATION RATIO (PSR) LESS THAN OR EQUAL TO 0.10. TESTING OF THE SOIL SHALL FOLLOW THE FOLLOWING PROCEDURE: 1.SAMPLES ARE TO BE AIR DRIED AND SIEVED THROUGH 2 MM PRIOR TO TESTING. 2.AIR-DRY, SIEVED SOIL SAMPLES ARE THEN TO BE EXTRACTED WITH THE MEHLICH-3 SOLUTION (0.2 M CH3COOH + 0.25 M NH4NO3 + 0.015 NH4F + 0.013 M HNO3 + 0.001 M EDTA) BY SHAKING A SOIL-SOLUTION SUSPENSION FOR 5 MINUTES AT A 1:10 (SOIL MASS:SOLUTION) RATIO, FOLLOWED BY FILTERING TO REMOVE PARTICLES ABOVE 2 μM IN SIZE (0.45 μM PORE SIZE IS ALSO ACCEPTABLE) 3.EXTRACTS FROM THE MEHLICH-3 PROCEDURE ARE TO BE ANALYZED FOR P, Fe, AND Al BY ICP-OES. 4.THE PSR IS THEN CALCULATED AS FOLLOWS: (PM3) PSR = ----------------------- (FeM3/56) + (AlM3/27) WHERE, PM3 = MEHLICH-3 P IN MG P PER KG DRY SOIL FeM3 = MEHLICH-3 Fe IN MG Fe PER KG DRY SOIL AlM3 = MEHLICH-3 Al IN MG Al PER KG DRY SOIL MEHLICH-3 EXTRACTIONS MUST BE USED FOLLOWING THE ABOVE PROTOCOL. OTHER SOIL TEST EXTRACTIONS, INCLUDING MODIFIED MORGAN TESTS, OXALATE EXTRACTIONS, WATER EXTRACTIONS, OR EXTRACTIONS USED TO QUANTIFY TOTAL ELEMENTS, ARE NOT ACCEPTABLE. 5.THE LOWER MEDIA LAYER SHALL CONSIST OF USDA SAND TO LOAMY SAND AND GENERALLY MEET THE SAME GRADATION AS THE UPPER MEDIA LAYER. THE LOWER MEDIA LAYER SHALL NOT HAVE COMPOST OR OTHER ORGANIC MATERIAL, UNLESS TO SUPPORT A TREE PLANTING. ORGANIC MATERIAL SHALL ONLY BE ACCEPTABLE IN THE LOCATION THAT THE TREE IS PLANTED. NOTE: CAMP PRECAST CATCH BASIN MODEL SHOWN. OTHER EQUAL PRECAST MANUFACTURERS MAY BE USED. SEE PLANS FOR INVERT AND REQUIREMENTS. NOTE: CAMP PRECAST TRENCH DRAIN MODEL SHOWN. OTHER EQUAL PRECAST MANUFACTURERS MAY BE USED. SEE PLANS FOR INVERT AND REQUIREMENTS. SW 000.1.2LAST REVISED 03/12/2021TRUDELL CONSULTING ENGINEERS SOIL DEPTH AND QUALITY SOIL DEPTH AND QUALITY REQUIREMENTS: 1.THE OPERATIONAL STORMWATER PERMIT REQUIREMENTS FOR THIS PROJECT INCLUDE PROVISIONS FOR RESTORING THE ABSORPTIVE CAPACITY OF DISTURBED AREAS WHERE INDICATED ON THE SITE PLAN(S) AND WITHIN THIS DETAIL. TO COMPLY WITH THESE REQUIREMENTS, TOPSOIL AND SUBSOIL IMPROVEMENTS, AMENDMENTS, DOCUMENTATION AND TESTING ARE REQUIRED PER THE INFORMATION HERE: 2.ALL AREAS INDICATED ON THE SITE PLANS WHICH ARE TO BE GRASSED AND HAVE BEEN DISTURBED OR COMPACTED BY CONSTRUCTION ACTIVITIES ARE SUBJECT TO SOIL DEPTH & QUALITY REQUIREMENTS AND SHALL HAVE FINAL GRADE PREPARED BY ONE OF THE FOLLOWING METHODS. OPTION 1: REMOVE AND STOCKPILE EXISTING TOPSOIL PRIOR TO GRADING. ·STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50 FEET FROM SURFACE WATERS, WETLANDS, NEW FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS; ·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE ORGANIC CONTENT REQUIREMENTS: PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND 65% INTO THE TOPSOIL AT A RATIO 1:3 TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL, OR CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AT A CALCULATED RATE TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL AT 4% ORGANIC CONTENT; 3.REPLACE STOCKPILED TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES PRIOR TO PLANTING; AND 4.RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER. OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL IN PLACE. ·SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 8 INCHES OF UNCOMPACTED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS ADDED. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·AMEND SOIL TO MEET ORGANIC CONTENT REQUIREMENTS: PRE-APPROVED RATE: PLACE 1 INCH OF COMPOSTED MATERIAL WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND 65% AND ROTOTILL INTO 3 INCHES OF SOIL, OR CALCULATED RATE: PLACE CALCULATED AMOUNT OF COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AND ROTOTILL INTO DEPTH OF SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC CONTENT; RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY. OPTION 3: IMPORT TOPSOIL MIX, OR OTHER MATERIALS FOR MIXING, INCLUDING COMPOST, OF SUFFICIENT ORGANIC CONTENT AND DEPTH. ·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·PLACE 4 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE. THE IMPORTED TOPSOIL MIX SHALL CONTAIN 4% ORGANIC MATTER. SOILS USED IN THE MIX SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA; ·RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND ·WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY. 5.IF AREAS THAT WERE INDICATED ON THE SITE PLAN AS NOT TO BE DISTURBED OR COMPACTED ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY WILL BE REQUIRED TO BE RESTORED BY ONE OF THE METHODS ABOVE. 6.THE CONTRACTOR SHALL PROVIDE LAB REPORTS, VOLUMETRIC CALCULATIONS, OR OTHER EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE ORGANIC CONTENT REQUIREMENTS. 7.THE CONTRACTOR SHALL PREPARE A SOIL DEPTH SAMPLING PLAN WITH SOIL DEPTH TEST HOLE LOCATIONS AT A RATE OF 9 TEST HOLES PER ACRE OF LAND SUBJECT TO THIS STANDARD AND AT LEAST 50' APART FOR APPROVAL BY THE ENGINEER. SOIL DEPTH TEST HOLES SHALL BE EXCAVATED USING A HAND SHOVEL DRIVEN SOLELY BY BODY WEIGHT TO A DEPTH OF 8”. THE CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE COMPACTION SAMPLING REQUIREMENTS. 8.SOIL DEPTH & QUALITY METHODS SHALL BE EMPLOYED TOWARDS THE END OF CONSTRUCTION AND ONCE ESTABLISHED SHALL BE PROTECTED FROM COMPACTION FROM MACHINERY OR VEHICLE TRAFFIC AND FROM EROSION. AREAS WHICH ARE COMPACTED OR DAMAGED SHALL BE REESTABLISHED PER THE METHODS ABOVE. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH THIS STANDARD. VARIES TRENCH DRAIN LENGTH TO MATCH GARAGE OPENING WIDTHNOTE: "DEEP SUMP" AS NOTED ON THE PLANS SHALL BE CATCH BASIN STRUCTURES WITH 4' (48") BELOW ANY PIPE INVERT. 24" SQUARE DEEP SUMP CATCH BASIN (48" DEPTH)TO BE INSTALLED BELOW OUTLET OF TRENCH DRAIN. BOTTOM OF TRENCH DRAIN TO BE OPEN TO ALLOW FOR INLET TO BASIN. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-07 03/01/2024   22-523 SLH CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SW 000.1.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR STORMWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE STORMWATER SYSTEM WAS INSTALLED AND TESTED (IF APPLICABLE)IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO SIGNIFICANT DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE WILL RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. CRITICAL STORMWATER SYSTEM COMPONENTS TO BE CERTIFIED MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, SHAPES OF DRAINAGE SWALES, VOLUMES OF TREATMENT PRACTICES, SLOPE OF DISCONNECT AREAS, AND OUTLET SIZE AND ELEVATIONS. THE CONTRACTOR SHALL SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED (IF APPLICABLE), AND SUCCESSFULLY PASSED THOSE TESTS, AND THE STORMWATER TREATMENT AND COLLECTION SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Details C8-08 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT E 050.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TEMPORARY SOIL STOCKPILE EROSION PROTECTION NOTES: 1.INSTALL SILT FENCE ALONG CONTOUR ON DOWNSLOPE SIDE OF STOCKPILE. COMPLETELY ENCLOSE STOCKPILE ON FLAT SITES. SILT FENCE TO REMAIN IN PLACE UNTIL MATERIAL IS REMOVED AND AREA IS STABILIZED. 2.A MINIMUM OF 5' SEPARATION BETWEEN THE TOE OF THE STOCKPILE SLOPE AND THE SILT FENCE IS REQUIRED AT ALL TIMES 5' TO 10' SILT FENCE 5' TO 10' SILT FENCE MAINTAIN VEGETATED COVER SOIL STOCKPILE 19' (MAX.) OPENING IN SILT FENCE FOR ACCESS TO STOCKPILE TO BE LOCATED AT THE UPGRADIENT END OF FLOW 2 1 FLOW SOIL STOCKPILE TEMPORARY SEED & MULCH 5' TO 10' SILT FENCE INSTALL SHALLOW TRENCH AROUND MOUND E 030.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS 1.STONE SIZE - USE 4-8" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH APPLIES). 3.THICKNESS - NOT LESS THAN 8". 4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5.GEOTEXTILES MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY AND DISPOSED OF IN ACCORDANCE WITH THE EPSC PLANS. (i.e. PLACED IN A SOIL STOCKPILE OR AREA WHERE IT CAN BE STABILIZED PER EPSC DETAILS). IF SWEEPING IS THE CHOSEN METHOD FOR REMOVAL THE SWEPT MATERIAL MUST BE COLLECTED AND DISPOSED OF AS STATED ABOVE. 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT REQUIREMENTS BASED ON SITE CONDITIONS, WEATHER AND FLOW OF TRAFFIC. PUBLIC ROADWAY PROFILE EXCAVATION SITE PLAN SEE CONSTRUCTION SPECIFICATION 4 4-8" CRUSHED STONE AGGREGATE PLACED ON GEOTEXTILE FABRIC 4" ABOVE EXISTING GRADE 4" BELOW EXISTING GRADE 50' VA R I E S 8" EXCAVATION SITE EXISTING GRADE GEOTEXTILE FABRIC PROVIDE A DIVERSION RIDGE (12" TALL) WHEN THE GRADE EXCEEDS 2% TO KEEP RUNOFF & SEDIMENT OUT OF THE PUBLIC ROAD R=12' E 000.1.1LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS GENERAL CONSTRUCTION SEQUENCE 1. INSTALL BARRIER TAPE. 2. INSTALL CONSTRUCTION ENTRANCE AS SPECIFIED IN PHASE. 3. INSTALL SILT FENCE IN LOCATION SHOWN ON PLANS AS DETAILED. 4. STAKE OUT CONSTRUCTION, DEMO SITE 5. STOCK PILE, PROCESS, AND DISPOSE OF TREES. 6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH DITCHLINES FROM DOWNHILL TO UPHILL, 7. CONSTRUCT SITE FEATURES. 8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS. TRUDELL CONSULTING ENGINEERS TYPICAL SILT FENCE WITH WIRE REINFORCEMENT E 020.1.2LAST REVISED 04/01/2021 CONSTRUCTION SPECIFICATION FOR SILT FENCE 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF RECEIVING WATERS. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHED HALF OF FABRIC HEIGHT. 6.INSPECT SILT FENCE AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER EACH RAIN EVENT. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SEDIMENT REMOVED WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE. 7.UPON FINAL STABILIZATION OF THE AREA UPHILL OF THE SILT FENCE, IT SHALL BE REMOVED WITH THE APPROVAL OF THE ENGINEER. 6" (MIRAFI ENVIROFENCE, OR APPROVED EQUAL MAY BE SUBSTITUTED.) FLOW FILTER FABRIC, OR WOVEN WIRE FABRIC 1 1/2" HARDWOOD POSTS OR METAL STAKE (6' TO 10' MAX. O.C.) KEY FABRIC INTO GROUND (MIN. 6") 16" MIN. 20" MIN. UNDISTURBED SOIL BACKFILL WIRE REINFORCEMENT E 060.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS EXCAVATION DEWATERING DETAIL FROM PUMP LOCATED IN EXCAVATION SUMP PUMPS SHOULD BE SURROUNDED BY CRUSHED STONE SILT BAG SPILLWAY TYPICAL STONE CHECK DAM LOCATED IN NEAREST VEGETATED SWALE TO DEWATERING ACTIVITIES TYPICAL VEGETATED SWALE 1" - 3" HOSE DITCHLINE 2 1 3/4" CRUSHED STONE EXCAVATION 24" PIPE EMBEDDED 24" IN CRUSHED STONE PUMP NOTES: 1.OPERATE DEWATERING SYSTEM TO PREVENT TRANSPORT OF SEDIMENT INTO WATERS OF THE STATE. 2.CLEAN SILT BAG AT THE END OF EACH DAY OR MORE FREQUENTLY IF NECESSARY. E 040.1.2LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS CATCH BASIN (CB) FINE GRAVEL FACE (1' MIN. THICKNESS) 1' 3:1 SLOPE 2:1 SLOPE 3" STONE TEMPORARY SEDIMENT POOL 6' TYPICAL INLET PROTECTION 1' INSTALL TEMPORARY FLEXSTORM FILTER OR APPROVED EQUAL, UNDER GRATE FINISH GRADE NOTES: 1.INLET PROTECTION UNDER THE GRATE SHALL BE USED WHERE INDICATED ON SITE PLANS. 2.LIFT THE GRATE AND INSTALL THE FILTER FABRIC (ADS FLESXTORM CATCH-IT OR EQUAL) OVER THE FRAME AND THEN RESTORE GRATE BACK IN PLACE. 3.OBSERVE INLET(S) AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF RAIN EVENT. CLEAN, REPAIR OR REPLACE WEEKLY AS NEEDED. 4.UPON STABILIZATION OF THE PROJECT SITE, THE INLET PROJECTION SHALL BE REMOVED. CONFIRM STABILIZATION WITH ENGINEER. E 000.3.3LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS EROSION CONTROL NOTES 1)THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME. 2)EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH MOVING OPERATIONS. 3)CONTRACTOR AND/OR OWNER (OR APPOINTED DESIGNATE) SHALL INSPECT ALL EROSION CONTROL FEATURES AT LEAST ONCE PER WEEK AND AFTER ANY STORM EVENT GENERATING RUNOFF FROM THE SITE. 4)AFTER VEGETATION HAS BEEN FULLY ESTABLISHED, THE TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED. 5)PROVIDE EROSION CONTROL MATTING ON ALL DISTURBED SLOPES WITH A PITCH OF 3H:1V OR GREATER. 6)EXCAVATION AND PIPE INSTALLATION SHALL BE AVOIDED DURING PERIODS OF SIGNIFICANT PRECIPITATION. 7)ALL SEDIMENT AND EROSION CONTROL PRACTICES AND VEGETATIVE STABILIZATION SHALL BE IN ACCORDANCE WITH THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL (ANR 2006). TYPICAL SAND BAG INLET PROTECTION 12 IN. MINIMUM LAST REVISED 04/01/2021 E 040.1.3TRUDELL CONSULTING ENGINEERS 18 1/2 IN. X 28 IN. WOVEN POLYPROPYLENE BAGS. FILL 1/2 - 2/3 FULL WITH 1/2 TO 1 IN. CLEAN STONE CONCRETE CURB IF APPLICABLE SURROUND INLET WITH TWO COURSES OF BAGS (MINIMUM) INTERWEAVE BAG ENDS TO CLOSE GAPS BETWEEN BAGS AND TO SEAL BAGS; TAMP BAGS IN PLACE NOTE: THE 12-INCH HEIGHT REQUIREMENT IS WAIVED IN CASES WHERE IT WILL CAUSE FLOOD DAMAGE IF THE STONE BAGS ARE OVERTOPPED UNDISTURBED SOIL FINISHED GRADE EXTRA SAND BAGS AS NEEDED INLET GRATE, INSTALL COIL INLET FILTER MAT ON GRATE WITH ZIP TIES FLOW TYPICAL SOIL STABILIZATION & SEEDING SPECIFICATIONS DETAIL MULCH APPLICATION RATE: 1.5" THICK MIN. NOTES: 1.SOIL SURFACE AND FILL COMPONENTS MUST NOT BE FROZEN WHEN PLACED. 2.SLOPES 2:1 OR STEEPER MUST BE MECHANICALLY STABILIZED WITH A RETAINING STRUCTURE OR APPROPRIATE GEOTEXTILE (AS SPECIFIED BY ENGINEER). 3.STRAW MULCH OR EROSION CONTROL BLANKET CAN BE USED ON AREAS WITH SLOPES EQUAL TO OR LESS STEEP THAN 3:1. HYDROMULCH MAY BE USED FOR PERMANENT SEED ESTABLISHMENT ONLY, NOT FOR TEMPORARY CONDITIONS. 4.HAY MULCH SHALL CONSIST OF MOWED AND PROPERLY CURED STEMS OF CEREAL GRAINS (WHEAT, OATS, BUCKWHEAT, ETC.) REASONABLY FREE OF WEEDS, TWIGS, DEBRIS OR OTHER OBJECTIONABLE MATERIAL. IT SHALL BE FREE FROM ROT OR MOLD AND SHALL BE ACCEPTABLE TO THE ENGINEER. 5.BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN WASHED OUT OR HAVE BECOME DAMAGED SHALL BE REPAIRED IMMEDIATELY. STRAW MULCH FOR SLOPES EQUAL TO OR LESS STEEP THAN 3:1 TRACK FINAL GRADED AREA PRIOR TO PLACEMENT OF SEED MULCH/MATTING TEMPORARY STABILIZATION DURING CONSTRUCTION THE SEED MIX SPECIFIED BELOW IS FOR ALL AREAS THAT ARE STABILIZED TEMPORARILY PER THIS DETAIL DURING CONSTRUCTION TO BE USED ONLY WHEN SPECIFIED BY ENGINEER FOR EROSION OR SEDIMENT CONTROL. 1.TEMPORARY SEED MIX: 30% RED FESCUE 30% ANNUAL RYEGRASS 30% PERENNIAL RYEGRASS 10% TALL FESCUE (*or APPROVED EQUIVALENT) 2.APPLICATION RATE: 60lb/acre (1.4 lb/1000 s.f.) 3.MULCH APPLICATION RATE: 1.5" THICK MINIMUM 90-100% COVERAGE NORTH AMERICAN GREEN S150BN EROSION CONTROL BLANKET. INSTALL IN ACCORDANCE WITH MANUFACTURER DOCUMENTS ON TOP OF EPSC SEED MIX REQUIRED ON ALL SLOPES 2:1 OR STEEPER SEED MIX: SEED LAWN, SEE SEEDING SPECIFICATIONS 85 85 90 85 GERM % 85 85 90 85 GERM % 95 98 95 98 PURE % 95 85 95 98 PURE % PERENNIAL RYEGRASS BIRDSFOOT TREFOIL TALL FESCUE CREEPING RED FESCUE NAME ANNUAL RYE GRASS KENTUCKY BLUE GRASS PERENNIAL RYE GRASS CREEPING RED FESCUE NAME 5 10 20 20 LBS./ACRE 4.0 34.0 8.0 34.0 LBS./ACRE 9.0 18.2 36.4 36.4 % BY WEIGHT 5.0 42.5 10.0 42.5 % BY WEIGHT 1.THE SEED MIXTURE SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY WEIGHT, AND SHALL BE FREE OF ALL NOXIOUS WEED SEED. 2.SEED TO BE APPLIED PER SEEDING FORMULAS AS DIRECTED BY ENGINEER. 3.FERTILIZER FORMULA 5-10-10 TO BE USED WITH SEED, APPLIED AT THE RATE OF 600 LB/ACRE. 4.AGRICULTURAL LIMESTONE TO BE APPLIED AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 5.HAY MULCH TO BE EVENLY SPREAD AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 6.TOPSOIL TO BE USED WITH SEED AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 7.ALL RUNOFF DIVERSION MEASURES SHALL BE INSTALLED PRIOR TO FINAL GRADING AND SEEDING PREPARATION. 8.COMPACTED AREAS OF EARTH SHALL BE MECHANICALLY LOOSENED TO PROVIDE AN ADEQUATE ROOTING ZONE TO A MINIMUM DEPTH OF 12 INCHES. 9.SEEDED AREAS SHALL BE WATERED UNTIL VEGETATION IS ESTABLISHED WHEN ADEQUATE PRECIPITATION IS NOT AVAILABLE. E 090.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TOPSOIL: 1.ALL AREAS TO BE GRASSED SHALL HAVE A MINIMUM OF 4” OF TOPSOIL PLACED TO ACHIEVE FINAL GRADE. 2.TOPSOIL SHALL HAVE AT LEAST 6 PERCENT BY WEIGHT OF FINE TEXTURED STABLE ORGANIC MATERIAL, AND NO GREATER THAN 20 PERCENT. MUCK SOIL SHALL NOT BE CONSIDERED TOPSOIL 3.TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT MORE THAN 15% CLAY. 4.TOPSOIL SHALL BE RELATIVELY FREE OF STONES OR 1 ½ INCHES IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS NUT SEDGE AND QUACKGRASS, AND SHALL HAVE LESS THAN 10 PERCENT GRAVEL. 5.SOME AREAS MAY BE SUBJECT TO ADDITIONAL/ALTERNATIVE REQUIREMENTS UNDER THE SOIL DEPTH & QUALITY STANDARD. THESE AREAS WILL BE IDENTIFIED ON THE SITE PLANS. SEEDING MIX #1 - URBAN AREAS (MOWED LAWN AREAS) SEEDING MIX #2 - RURAL AREAS (MEADOWS, UNDEVELOPED AREAS) SEEDING SPECIFICATIONS: FINAL STABILIZATION 12" 12 " Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Handbook Page 1 C8-09 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Handbook Page 2 C8-10 03/01/2024   22-523 PJM CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT D D D D D D OH OH OH 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D W W W W W W W W W W W W S S S S S S S S S D D D UP UP UP UP D D D So Burlington Fire Tr u c k TCE So Burlington Fire T r u c k TCE W S 18 0 120 90 OUTSIDE SWEPT PATH PATH OF FRONT WHEEL INSIDE SWEPT PATH 60 30 STEERING LOCK ANGLE = 40.0 deg. ACHIEVED STEERING ANGLE: 30 deg. SWEEP ANGLE: 20.6 deg. 60 deg. SWEEP ANGLE: 30.2 deg. 90 deg. SWEEP ANGLE: 34.9 deg. 120 deg. SWEEP ANGLE: 37.3 deg. 180 deg. SWEEP ANGLE: 39.3 deg. So Burlington Fire Truck TCE [ft] Copyright (c) 2012, Transoft Solutions 56.0 ft4.0 ft 36.0 ft 10.0 ft 8.5 ft Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   PARCEL ID: 1540-00760 SPAN: 600-188-10694 E1-01 03/01/2024 1" = 20' 22-523 RMP CMJ JAD   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Emergency Vehicle 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 SSSSSSSS OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W UP UP UP UP UP SSSSSSSS GRAVEL DRIVE GRAVEL DRIVE GRANITE CURB PR I V A C Y W A L L , TY P . D D D D D D D D DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DDD D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 21 5 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 21 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 (3) AF (1) PS (6) RR (5) CAH (6) SJL (6) PVN (1) NS (9) PVN (1) VT (1) AB (1) AAM (11) CAK (1) PS (1) AAM (10) JH (12) CAK (3) HAL (7) JH (32) CAK (4) CAK (7) JH (4) CAK (10) PVN (21) SAW (12) HAI (2) CC (22) JH (1) CC (6) MML (16) RAG (7) SJL (3) PS (5) CAR (14) SBT (1) IVM (3) IVF (3) IVF (1) IVM(3) CS (95) SH (5) CSK (3) AAM (3) VT (1) AB (73) HM (1) CC (9) SAW (1) HSS (1) NS (3) HAP (45) HM (3) RS (3) BM (1) HSS (26) HS,HMA INTERMIXED IN GROUPS OF 5 OR MORE (6) SAW (8) PVN (5) CAH (5) CSK (1) MML (1) BM (11) RAG (1) HSS (1) HSS (1) HSS (1) HSS (1) HAL (1) BM (3) TM (1) TM (6) PVN (6) HS (1) HSS (4) CS (13) ADDA 7 BIO: (20) AN (14) IVE (14) SH (14) PVN DA 1 BIO: (25) AN (15) AD (30) EP (20) IVE (40) SS (10) SH (30) PVN DA 3 BIO: (20) AD (25) EP (15) IVE (30) PVN (40) SS (75) SH (36) HS, HMA INTERMIXED IN GROUPS OF 5 OR MORE (1) MML (4) SAW (5) HAI (8) HS (1) HSS (1) HSS (1) AMS (15) HS (1) BM (1) HSS (1) HSS (3) HAL (8) HS(1) BM (1) HAL (1) HSS (1) HSS (5) HS (5) RAG (6) HAI (1) HS (1) PS (1) AAM (8)RAG (1) AAM (1) HAL (16) RR (4) RAG (11) SBT (1) NS (6) SJL(48) CAK (37) EPM (1) MML (9) RR (6) SJL (19) SBT (3) RS (3) AAM (5) RS (1) CC (5) CS (1) AF (15) CSK (8) CAH (1) PS (67) EPM (2) GT (6) PVN (33) SH (16) RAG (5) EPM 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   Landscape Plan LA-1.0 03/01/2024 1" = 20' 22-523 LET CMJ LET   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION PLANTING NOTES 1.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. 7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE.  TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 10.ALL PLANT BEDS SHALL RECEIVE TWO INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING. 14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 15.SEE SPECIFICATIONS FOR TERMS OF PLANT MATERIAL ESTABLISHMENT PERIOD AND GUARANTEE. 16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE. 17.PROVIDE METAL TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON WALL. Plant Schedule 1 SOILS NOTE 1.SOILS IN PLANTING AREAS SHALL BE EVALUATED PRIOR TO PLANTING. IF SOILS ARE FOUND TO BE COMPACTED FROM PREVIOUS USE, SOILS SHALL BE REMEDIATED THROUGH DECOMPACTION AND AMENDMENT BASED ON SOIL TESTING FROM A CERTIFIED SOILS LAB AND/OR REPLACED WITH LOAM PLANTING SOIL AS APPROVED BY LANDSCAPE ARCHITECT. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   Landscape Details LA-2.0 03/01/2024   22-523 LET CMJ LET   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 L 050.1.3LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS TREE PROTECTION FOR TREES TO REMAIN WITHIN LIMIT OF LANDSCAPE WORK AREA: CONTRACTOR SHALL CONTACT ARBORIST PRIOR TO DEMOLITION TO PERFORM RECOMMENDED TREATMENTS (FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TOREMAIN BEFORE BEGINNING DEMOLITION PLAN VIEW EXISTING TREE EXISTINGTREE 6' MIN. SECTION VIEW PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT EXISTING TREE (S) LI M I T O F D R I P L I N E (V A R I E S ) WOODEN OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP SAW LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF FENCING (MULTIPLE TREES) EXISTING GRADE LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) LIMIT OF FENCE (INDIVIDUAL TREE) LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES) WOODEN OR METAL POSTS (MAX. 8' SPACING) 2x4 DIM. LUMBER ATTACHED W/METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.). CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK W/BURLAP PRIOR TO ARMORING, OR APPROVED ALTERNATIVE METHOD NO STORAGE OF EQUIPMENT OF MATERIALS WITHIN DRIPLINE L-010.1.7 DECIDUOUS TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 03/10/2022 EQEQ EQ 2"X2"X10' FIR STAKES; STAINED BLACK; 3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT STEEL WIRE OF NO. TEN (10) GAUGE SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED GARDEN HOSE TREE SHALL BE PLUM AFTER SETTLEMENT TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE ROOT FLARE SHALL BE EXPOSED; MULCH SHOULD NOT BE WITHIN 4" OF TREE TRUNK PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED BARK MULCH, AS SPECIFIED FREE DRAINING UNDISTURBED OR COMPACTED SUBGRADE 1/4" = 1' 4' FOR ALL FALL PLANTING, WRAP TRUNK AT 2ND LOWERS BRANCH. REMOVE SPECIFIED TREE WRAP THE FOLLOWING SPRING BARK MULCH SAUCER L-010.1.5 EVERGREEN TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020 12" LENGTH SET BY HEIGHT OF ROOTBALL 3 1 2" SHREDDED BARK MULCH, AS SPECIFIED (HOLD MULCH OFF ROOT FLARE) 2"X2"X10' FIR STAKES , STAINED BLACK; 3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT STEEL WIRE OF NO. TEN(10) GAUGE SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED RUBBER GARDEN HOSE TREE SHALL BE PLANTED WITH TOP OF ROOTBALL BEARING THE SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE. TREE SHALL BE PLUMB AFTER SETTLEMENT 4' PLANTING SOIL MIX ROLL BURLAP BACK FROM TOP 1/3 OF ROOTBALL BEFORE BACKFILLING. UNTIE ROPE FROM TRUNK FREE DRAINING SCARIFIED SUBGRADE 1/2" = 1' L-020.1.5 SHRUB PLANTING LAST REVISED 11/02/2021TRUDELL CONSULTING ENGINEERS 12 " M I N . PLACE SHRUBS PERPENDICULAR TO GRADE CURB 2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB, HOLD TOP OF SETTLED MULCH 1" BELOW CURB PLANTING SOIL MIX THROUGHOUT ENTIRE PLANTING AREA FINISH GRADE PLACE ROOTBALL ON COMPACTED SUBGRADE FREE DRAINING SCARIFIED UNDISTURBED SUBGRADE 1" = 1' REMOVE TOP HALF OF WIRE CAGE AND REMOVE BURLAP FROM ROOTBALL PERENNIAL GRASSES TRUDELL CONSULTING ENGINEERS 12 " SEE LANDSCAPE PLAN FOR SPACING SEE LANDSCAPE PLAN FOR SPACING HERBACEOUS PLANT, TYP. EDGE OF PAVEMENT OR EDGE OF PLANTING BED PERENNIAL/ORNAMENTAL GRASS, PLACE CROWN ABOVE MULCH, SPACE AS SHOWN ON PLANT LIST BARK MULCH, SEE SPECS PLANTING SOIL MIX FREE DRAINING UNDISTURBED SUBGRADE OR COMPACTED LOAM FILL. PERCOLATION REQUIREMENTS FOR SUBSOIL PER PLANTING SOIL SPECIFICATIONS L-030.1.4LAST REVISED 03/10/2022 040.1.1 LAWN SEEDING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS NOTE: ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE 6" SEED AS SPECIFIED PLANTING SOIL MIX, (ROLLED THICKNESS) FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' 040.1.2 SEEDING ON SLOPES TRUDELL CONSULTING ENGINEERS LAST REVISED 02/11/2020 NOTES: 1.ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. TEMPORARY OR PERMANENT SEEDING SHALL OCCUR WITHIN 7 DAYS OF DISTURBANCE. 2.SEEDING AND MULCHING OF DISTURBED AREAS SHALL TAKE PLACE WITHIN 48 HOURS OF FINAL GRADING. 3.APPLY PERMANENT SEEDING PRIOR TO PLACING EROSION CONTROL BLANKETS. 4.IF SEEDING IS NOT DONE BY HYDROSEEDING, MULCH SHALL BE STRAW AND SHALL BE APPLIED AT A RATE OF 90-100 LBS/1,000SF. MULCH SHALL NOT BE PLACED ON SLOPES GREATER THAN 3:1. SEED IMPREGNATED MULCH SHALL BE USED IN ITS PLACE. 5.SEEDING SHALL OCCUR AFTER APRIL 15 AND PRIOR TO SEPTEMBER 15G IN ORDER TO ESTABLISH A STAND OF GRASS/VEGETATION PRIOR TO GROUND FREEZING. SEED SHALL BE IN ACCORDANCE WITH SEE SPECIFICATIONS ON THIS SHEET AND SHALL BE APPLIED PER MANUFACTURERS RECOMMENDATIONS. 6.COVER SEED WITH 1/4" SOIL UNLESS A HYDROSEEDER IS USED. 2:1 M A X . S L O P E 4" PLANTING SOIL MIX, ROLLED THICKNESS, SEE SPECIFICATIONS SEED MIX AND EROSION CONTROL MATTING, SEE CIVIL DRAWINGS FOR EROSION CONTROL DETAILS AND SPECIFICATIONS FREE DRAINING UNDISTURBED OR COMPACTED SUBGRADE L-030.1.3 GROUNDCOVER LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS 12 " M I N . GROUNDCOVER 2" BARK MULCH PLANTING SOIL MIX FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' L-020.1.3 SHRUB ON SLOPE TRUDELL CONSULTING ENGINEERS LAST REVISED 11/02/2021 12 " M I N . 12" MIN. 1-1/2'' DEPTH MULCH OR SEED, SEE PLANTING PLAN SLOPE LINE SHRUB PLANTING, INSTALL PLUMB PLACE PLANT 2" ABOVE SURROUNDING GRADE 2" BARK MULCH (PULL BACK AWAY FROM BASE OF SHRUB) PLANTING SOIL AS SPECIFIED INDIVIDUALLY EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL WITH SPECIFIED SOIL MIX UNDISTURBED SUBSOIL 1" = 1' 2:1 M A X REMOVE TOP HALF OF WIRE CAGE AND REMOVE BURLAP FROM ROOTBALL LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS STONE DRIP EDGE L 060.1.5 12" 1' ED G E O F R O O F L I N E VARIES NOTE: 1.INSTALL DRIP EDGE BASED ON LAYOUT PROVIDED IN THE LANDSCAPE PLANS BUILDING EDGE 3-4" MINUS GRANITE DRIP EDGE, INSTALL FLUSH WITH SURROUNDING GRADE COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT STEEL EDGING PAINTED BLACK MANUFACTURER: BORDER CONCEPTS EDGING: BORDER KING STAKES: 24" LONG CONTRACTOR TO PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL COMPACTED SUBGRADE 1/2" = 1' Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   Site Details LA-2.1 03/01/2024   22-523 LET CMJ LET   Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL CURVED BENCH NTS SCULPTURE NTS PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL CURVED BENCH-WALL CAP NTS WOOD SHALL BE TOP GRADE, NORTHERN WHITE CEDAR OR APPROVED EQUAL. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. OR APPROVED EQUAL WOOD PRIVACY FENCE NTS PRODUCT INFORMATION: DESCRIPTION: STAINLESS STEEL GULLS MANUFACTURER: DALE ROGER MODEL: GULLS CONTACT INFO: NAME: Dale Roger WEBSITE: https://dalerogersstudio.com/gulls/ PHONE: 978-621-7826 OR EQUAL D D D D D D OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB SB 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W UP UP UP UP UP UG UG UG UG SSSSSSSS GRANITE CURB D D W W W W W W W W W W W W S S S S S S S S S UP UP UP UP W S A A A A A A A A AB B B B B B B B B B C B B B B B B B MULTIFAMILY RESIDENTIAL 27 DU MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FINANCIAL INSTITUTION A A D E E E A F F E E E E 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities.  They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property.  Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions.   Lighting Plan LI-01 Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 03/01/2024 1" = 20' 22-523 PJM CMJ JAD   0 Feet Graphic Scale 20 40 60 CALC ZONE #1 CHASE PARKING SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP A 30 white LEDs B LED NOTES: 1.AREA LIGHT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR LIGHTING INSTALLATION. 2.DISCREPANCIES BETWEEN THIS SHEET AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. 3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC CONTRACTOR PRIOR TO ORDERING. 4.POLE-MOUNTED FIXTURES TO BE SET WITH A 17-FT MOUNT HEIGHT ABOVE GROUND ELEVATION. 5.BUILDING-MOUNTED FIXTURES TO BE SET PER ARCHITECTURAL PLANS. 18 12 1.1 fc 1.8 fc AVG. ILLUMINATION (HORIZONTAL) C LED1 Site Light MANUFACTURER Galleon Wall Luminaire - Type IV N/A 2.8:1 19.7 fc 10.6 fc MAX. POINT ILLUMINATION UNIFORMITY RATIO (AVG:MIN) 0.0 fc 0.8 fc MIN. POINT ILLUMINATION COOPER LIGHTING SOULTIONS McGRAW-EDISON (FORMERLY EATON) WAC Lighting Landscape Forms LE330-T4-HO-CLR WS-W5516 A111914 GWC-SA1C-730-U-SL 4 Architectural Wall Light - Twilight D N/A1 E LED7Chase Building CanopyFORMA LIGHTING BULLET 127 - RECESSED C-LITE C-CP-C-SQ-3L-40K-XXX 3499BB12-804032 ATM Canopy MIXED-USE PARKING SWIFT ENTRANCE 1.2 fc 1.4 fc 6.0:1 3.5:1 2.8 fc 2.8 fc 0.2 fc 0.4 fc F LED2Pureform Bollard - Type VGardco Signify PBL-14-L-100-NW-G2 OH P OH P OH P OH P OHP OHP ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN BASES SWIFT STREET SH E L B U R N E R O A D / U . S . R O U T E 7 1 STORY COMMERCIAL BUILDING 1 STORY CONVENIENCE STORE GAS PUMP CANOPY 1 STORY VACANT BUILDING S58° 1 4 ' 5 5 " W 55.80 ' S85°58'09"E 239.14' N0 3 ° 5 7 ' 1 8 " E 13 9 . 5 0 ' S85°22'45"E 44.66' N86°35'46"E 78.84' S86°15'14"E 118.15' N 04°37'15" E 7.00' 1/2" IRF 0.15' A.G. 0.36' S59°05'12"E OF COMPUTED CORNER 1" IPF, LS 48 0.85' S55°00'19"E OF COMPUTED CORNER PAVED DRIVE PAVED DRIVE PAVED DRIVE OH P 49 . 5 ' SE E N O T E 4 CMF DIST 0.5' B.G CMF DIST 0.5' A.G 4.06' S 03°57' 18" W OF COMPUTED POINT SIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS 709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SE E NO T E # 6 SHED SHED 88.27' N 04°26'54" E 125.16' N 03°36'48" E IRS IRS IRS IRS IRS IRS IRS S 0 4 ° 3 0 ' 0 9 " W 2 2 3 . 4 3 ' 42 . 8 4 ' 55 . 8 0 ' 32 . 4 7 ' 92 . 3 2 ' N 85°05'43" W 198.01' 121.57' 52.19' 24.24' N 0 5 ° 2 2 ' 4 6 " E 2 5 3 . 1 0 ' 13 7 . 1 0 ' 11 6 . 0 0 ' 0 Feet Graphic Scale 30 60 90 15°± VT G r i d M a g n e t i c Gary Bourne & 764 Shelburne Road, LLC. Parcel ID#'s:1700-00031,1540-00760, 1540-00764 31 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd. South Burlington, Vermont Subdivision of Lands of MJB & DLH 08/03/2022 1"=30' DLH & DBM 22-523 N/A S1-01 22-523 SOUTH BURLINGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD AT _____________ O'CLOCK ____________ MINUTES ________ M ______________________________________A.D. 202_________ AND RECORDED IN SLIDE_______________________ATTEST ____________________________________ CITY CLERK Parcel ID#:1540-00792 MOUNTAHA HANDY REVOCABLE TRUST v. 691 p. 28-32 Parcel ID#: 1700-00045 TKHS, LLC v. 1059 p. 134 Parcel ID#:1540-00730 THERESA M. LEE LIVING TRUST v. 924 p. 137-139 Parcel ID#: 1700-00031 LOT 3 GARY BOURNE v. 326 p. 50-52 31 SWIFT STREET 16,575 S.F. BEFORE 46,359 S.F. AFTER NOTES 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH, INCLUDING THE USE OF THE FOLLOWING PLANS; A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON, VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDED IN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTE PROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY, 1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY & JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BY WARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST 23, 2021 NAD 83 (2011) 3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAY AND/OR COVENANTS. 4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OF RECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 ARE BASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M 5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OF TRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOUR ENGINEERING CONSULTING. 5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATION FOUND IS AS NOTED. 6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TO NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED IN VOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREET BEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT. 7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT, CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TO VERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON ROD SHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2. 9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTY LINES BETWEEN LOTS 1, 2 AND 3. N/F LEGEND: EXISTING PROPERTY LINE ABUTTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED TO BE REMOVED PROPOSED NEW PROPERTY LINE SIDELINE OF EASEMENT CHAIN LINK FENCE OVERHEAD WIRE NOW OR FORMERLY IRON PIPE FOUND (IPF) CONCRETE MONUMENT FOUND (CMF) IRON REBAR (TO BE SET) IRON REBAR FOUND SURVEY POINT - NO MARKER FOUND OR SET IRS IRF Th i s p l a t w a s c r e a t e d u s i n g p i g m e n t b a s e d i n k o n s t a b l e m e d i a DescriptionRevisions ByDate# 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS Date: Scale: Drawn By:Crd file: Sheet:Surveyed By:Field Bk: Project #: TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE REQUIREMENTS OF 27 VSA SECTION 1403. DATED THIS __________ DAY OF _______________, 2023 _________________________________________ DOUGLAS L, HENSON, L.S. 656 OHP DLH2-7-23RECONFIGURED LOTS1 Parcel ID#: 1540-00760 LOT 1 GARY BOURNE v. 188 p. 137-138 760 SHELBURNE ROAD 17,553 S.F. BEFORE 8,054 S.F. AFTER Parcel ID#: 1540-00764 LOT 2 764 SHELBURNE ROAD, LLC v. 1035 p. 233-234 764 SHELBURNE ROAD 26,572 S.F. BEFORE 6,287 S.F. AFTER PROJECT LOCATION OH P OH P OH P OH P OHP OHP ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN BASES SWIFT STREET SH E L B U R N E R O A D / U . S . R O U T E 7 1 STORY COMMERCIAL BUILDING 1 STORY CONVENIENCE STORE GAS PUMP CANOPY 1 STORY VACANT BUILDING S58° 1 4 ' 5 5 " W 55.80 ' S85°58'09"E 239.14' N0 3 ° 5 7 ' 1 8 " E 13 9 . 5 0 ' S85°22'45"E 44.66' N86°35'46"E 78.84' S86°15'14"E 118.15' N 04°37'15" E 7.00' 1/2" IRF 0.15' A.G. 0.36' S59°05'12"E OF COMPUTED CORNER 1" IPF, LS 48 0.85' S55°00'19"E OF COMPUTED CORNER PAVED DRIVE PAVED DRIVE PAVED DRIVE OH P 49 . 5 ' SE E N O T E 4 CMF DIST 0.5' B.G CMF DIST 0.5' A.G 4.06' S 03°57' 18" W OF COMPUTED POINT SIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS 709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SE E NO T E # 6 SHED SHED 88.27' N 04°26'54" E 125.16' N 03°36'48" E IRS IRS S 0 4 ° 3 0 ' 0 9 " W 2 2 3 . 4 3 ' 42 . 8 4 ' 55 . 8 0 ' 32 . 4 7 ' 92 . 3 2 ' N 85°05'43" W 198.01 ' 121.57' 52.19' 24.24' N 0 5 ° 2 2 ' 4 6 " E 2 5 3 . 1 0 ' 13 7 . 1 0 ' 11 6 . 0 0 ' 0 Feet Graphic Scale 30 60 90 15°± VT G r i d M a g n e t i c Gary Bourne & 764 Shelburne Road, LLC. Parcel ID#'s:1700-00031,1540-00760, 1540-00764 31 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd. South Burlington, Vermont Subdivision of Lands of MJB & DLH 08/03/2022 1"=30' DLH & DBM 22-523 N/A S1-01 22-523 SOUTH BURLINGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD AT _____________ O'CLOCK ____________ MINUTES ________ M ______________________________________A.D. 202_________ AND RECORDED IN SLIDE_______________________ATTEST ____________________________________ CITY CLERK Parcel ID#:1540-00792 MOUNTAHA HANDY REVOCABLE TRUST v. 691 p. 28-32 Parcel ID#: 1700-00045 TKHS, LLC v. 1059 p. 134 Parcel ID#:1540-00730 THERESA M. LEE LIVING TRUST v. 924 p. 137-139 Parcel ID#: 1700-00031 LOT 3 GARY BOURNE v. 326 p. 50-52 31 SWIFT STREET 16,575 S.F. BEFORE 46,359 S.F. AFTER NOTES 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH, INCLUDING THE USE OF THE FOLLOWING PLANS; A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON, VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDED IN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTE PROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY, 1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY & JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BY WARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST 23, 2021 NAD 83 (2011) 3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAY AND/OR COVENANTS. 4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OF RECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 ARE BASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M 5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OF TRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOUR ENGINEERING CONSULTING. 5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATION FOUND IS AS NOTED. 6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TO NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED IN VOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREET BEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT. 7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT, CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TO VERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON ROD SHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2. 9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTY LINES BETWEEN LOTS 1, 2 AND 3. N/F LEGEND: EXISTING PROPERTY LINE ABUTTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED TO BE REMOVED PROPOSED NEW PROPERTY LINE SIDELINE OF EASEMENT CHAIN LINK FENCE OVERHEAD WIRE NOW OR FORMERLY IRON PIPE FOUND (IPF) CONCRETE MONUMENT FOUND (CMF) IRON REBAR (TO BE SET) IRON REBAR FOUND SURVEY POINT - NO MARKER FOUND OR SET Th i s p l a t w a s c r e a t e d u s i n g p i g m e n t b a s e d i n k o n s t a b l e m e d i a DescriptionRevisions ByDate# 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS Date: Scale: Drawn By:Crd file: Sheet:Surveyed By:Field Bk: Project #: OHP DLH2-7-23RECONFIGURED LOTS1 Parcel ID#: 1540-00760 LOT 1 GARY BOURNE v. 188 p. 137-138 760 SHELBURNE ROAD 17,553 S.F. BEFORE 8,054 S.F. AFTER Parcel ID#: 1540-00764 LOT 2 764 SHELBURNE ROAD, LLC v. 1035 p. 233-234 764 SHELBURNE ROAD 26,572 S.F. BEFORE 6,287 S.F. AFTER PROJECT LOCATION AN EASEMENT IN COMMON IS PROPOSED BENEFITING ALL PUD LOTS GRANTING ACCESS FROM THE CURB CUT 16'-8"3'-3"16'-11"3'-01 2"13'-61 2"3'-01 2"10'-4"2'-0"9'-111 2" 78'-91 2" 45 ' - 7 1 2" 9' - 1 1 1 2" 2' - 0 " 26 ' - 1 1 " 3' - 9 " 3' - 0 " 16'-8"20'-2"3'-01 2"13'-61 2"3'-01 2"16'-11"3'-9" 12 ' - 4 " 3' - 4 " 2' - 7 " 3' - 6 " 21 ' - 3 " EAST ELEVATION (PRIMARY PARKING) NO R T H E L E V A T I O N ( S W I F T P A R K I N G ) SO U T H E L E V A T I O N ( F U T U R E S T O R E ) WEST ELEVATION (SHELBURNE STREET) LONG TERM BICYCLE STORAGE +/- 3,350 SQ. FT. A-1 PROPOSED PLAN JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 05/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N 1 PROPOSED PLAN SCALE: 1/4"=1'-0" DASHED LINE INDICATES FUTURE PHOTOVOLTAIC PANEL ARRAY AREA. AREA FOR FUTURE PV PANELS SHALL BE CLEAR OF ALL SURFACE-MOUNTED CONDUITS, CONDESATE DRAINS AND OTHER INFRASTRUCTURE. STRUCTURAL LOADING IS 10 PSF AT FLAT ROOFS. 1 ROOF PLAN SCALE: 1/4"=1'-0" A-2 ROOF PLAN JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 05/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N Nichiha Panel (Ash)Nichiha Panel(Bark)Chiseled Limestone (Cream) Black Anodized Mullions ACM PanelsChase Silver NO R T H Rabideau Architects 550 Hinesburg Road Suite 101 South Burlington. VT 05403 802 863 0222 Rabideau-Architects.com DRAWING INDEXARCHITECTURAL SYMBOLS 214 A B 12 CL 2 5 12 102.5' A 107 TITLE LINE DWG. NO. SHEET NO. DWG. NAME ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ELEVATION SECTION MARKER DETAIL MARKER DOOR NUMBER WINDOW TYPE REFERENCE GRID CENTER LINE ROOM NUMBER ELEVATION TAG SPOT ELEVATION PARTITION TYPE ROOF SLOPE INDICATION REVISION NORTH ARROW CHANGE IN ELEVATION1" DN. 7/ 1 7 / 2 0 2 3 1 0 : 5 7 : 0 2 A M MIXED-USE BUILDING SOUTH BURLINGTON, VERMONT BOURNE PROPERTIES ARCHITECTURAL SHEET LIST SHEET #SHEET NAME A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A501 WALL SECTION 'A' A901 3D VIEWS UNIT COUNT BREAKDOWN NAME UNIT TYPE AREA COUNT TWO BEDROOM - INCLUSIONARY TYPE 'A'965.78 SF 1 TWO BEDROOM TYPE 'B'991.97 SF 1 ONE BEDROOM TYPE 'C'819.62 SF 1 TOTAL # OF UNITS 3 REVISIONS No.Description Date D PRELIMINARY / FINAL PLAT SUBMISSION 01/20/2023 1 COORDINATION SET 01/25/2023 E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED 02/07/2023 2 SIDING AND FLOOR TYPE REVISIONS 02/20/2023 F REVISED PER STAFF COMMENTS 03/06/2023 1 1 A A D D 2 2 3 3 LEASE SPACE # 2 2010 SQUARE FEET B B 4 4 LEASE SPACE # 1 903 SQUARE FEET C C 19' - 4"13' - 8"34' - 0" 67' - 0" 5 1/2" 25' - 7" 5 1/2" 3' - 8 1/2" 3 1/2" 2' - 6" 5 1/2" 33' - 1" 5 1/2" 19' - 4"13' - 8"34' - 0" 67' - 0" BIKE STORAGE 104 47 ' - 0 " 1' - 0 " 45 ' - 0 " 1' - 0 " 5 1 / 2 " 46 ' - 1 " 5 1 / 2 " 4' - 4 1 / 2 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 4' - 4 1 / 2 " 5 1/2" 18' - 5" 5 1/2" 13' - 8" 5 1/2" 33' - 1" 5 1/2" 3' - 2 1/2"6' - 0"6' - 0"3' - 2 1/2" TOILET 107 MAIN ENTRY 3' - 2 1/2"12' - 0"3' - 2 1/2" 1' - 3 1/2" 4' - 0"1' - 5"2' - 5"14' - 1 1/2"14' - 1 1/2"2' - 5" 2' - 5"12' - 4"3' - 7"12' - 4"2' - 5"3' - 6"6' - 8"3' - 6" 3' - 3 " 13 ' - 0 " 13 ' - 7 " 13 ' - 0 " 3' - 3 " 5 1 / 2 " 46 ' - 1 " 5 1 / 2 " 1' - 0 " 45 ' - 0 " 1' - 0 " 47 ' - 0 " 1' - 0 " 3' - 1"3' - 2 1/2" VALVE CLOSET 105 18' - 5" 8" 47' - 0" 4' - 2 1/4"8"42' - 1 3/4" 1' - 5 1/4" 8" 6' - 6" 5 1/2" 33' - 1" 1' - 0 " 4' - 1 " 5 1 / 2 " 19 ' - 9 1 / 2 " 5 1 / 2 " 7' - 6 " 5 1 / 2 " 11 ' - 4 " 1' - 0 " 1' - 0 " 11 ' - 4 " 5 1 / 2 " 7' - 6 " 5 1 / 2 " 15 ' - 0 1 / 2 " 5 1 / 2 " 6' - 0 1 / 2 " 3 1 / 2 " 2' - 6 " 1' - 0 " 8" 4' - 1 " 7 1 1 1 1 1 3 1 347 7 7 7 7 7 7 7 7 7 101 105 102 103 104 A A A A A B A B B B G J K L JH 108 1 A460 1 A501 1 A502 RESIDENTIAL STAIR 103 1 A503 1 A504 1 A301 1 A301 107106 12' - 2 1/2" 5 1/2" 5' - 9"5' - 9" 5 1/2" 40' - 9 1/2" 7 A420 5 5 5 5 5 5 TOILET 106 M 101 102 NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A101 FI R S T F L O O R P L A N MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 1/4" = 1'-0"1 FIRST FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 1 1 A A D D 2 2 3 3 B B 4 4 C C 67' - 0" 19' - 4"13' - 8"34' - 0" 6' - 4 1/2"5' - 8"2' - 0"4' - 1" 67' - 0" 19' - 4"13' - 8"34' - 0" 47 ' - 0 " 1' - 0 " 45 ' - 0 " 1' - 0 " 2-BEDROOM UNIT - INCLUSIONARY 201 1-BEDROOM UNIT 203 2-BEDROOM UNIT 202 MECHANICAL 202 47 ' - 0 " 8' - 7"7' - 11 1/2"3' - 11"3' - 9"8' - 7" 3' - 6"1' - 10"4' - 2 1/2"4' - 0"1' - 10 1/2"6' - 2"2' - 11 1/2"2' - 11"6' - 2"4' - 2 1/2" 5 1 / 2 " 12 ' - 1 1 / 8 " 3 1 / 2 " 12 ' - 1 7 / 8 " 8" 6' - 1 " 3 1 / 2 " 14 ' - 6 " 5 1 / 2 " 6' - 6 1 / 2 " 5' - 6 5 / 8 " 6' - 6 1 / 2 " 7' - 1 1 1 / 2 " 1' - 0 " 45 ' - 0 " 1' - 0 " 3' - 8 " 4' - 6 " 3' - 4 1 / 2 " 1' - 7 1 / 2 " 7' - 5 " 2' - 1 1 " 18' - 5"8"6' - 7 1/2"1' - 11" 5 1/2" 1' - 0" 5 1/2" 1 A501 1 A502 1 A503 1' - 9 1/2"3' - 6" 1 A504 CORRIDOR / STAIR 201 5' - 1 1 1 / 2 " 3 1 / 2 " 4' - 1 " 12' - 1" 3 1/2" 1' - 8 1/2" 3 1/2" 4' - 0 1/2" 1' - 1 1 " 2' - 2 " 3' - 3 1 / 2 " 2' - 1 1 1 / 2 " 7' - 4 1/2" 5 1/2" 3' - 3" EQ EQ 3' - 1 0 " 3 1 / 2 " 1' - 1 0 1 / 2 " 5 1 / 2 " 1' - 1 0 " 3 1 / 2 " 2' - 0 " 3 1 / 2 " 13 ' - 9 1 / 2 " EQ EQ EQ EQ EQ EQ 24 ' - 6 1 / 2 " 12 ' - 5 " 3 1 / 2 " 5' - 2 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 4' - 0 " 1' - 10" 5 1/2" 5' - 0 5/8" 3 1/2" 2' - 0 5/8" 3 1/2" 3' - 11 3/4" 3 1/2" 3' - 10" 3 1/2" 6' - 10 1/2" 2' - 0 3/4"1' - 11" 1' - 0 " 10' - 0" 5 1/2" 7' - 4 3/4" 3 1/2" 3' - 11 3/4" 3 1/2" 3' - 8" 5 1/2" 3' - 3 1/2" 3 1/2" 3' - 3 1/2" 3 1/2" 4' - 0" EQ EQ EQ EQ 4' - 11 1/2"1' - 11" 3 1 / 2 " 2' - 7 " 3 1 / 2 " 5' - 1 1 " 1' - 1 1 " 4' - 0 " EQ EQ 11 ' - 2 " 3 1 / 2 " 4' - 1 0 " 3 1 / 2 " 3' - 8 " 3 1 / 2 " 2' - 1 1 " 1' - 1 1 " EQ EQ 4' - 9 1/4" 3 1/2" 3' - 8" 3 1/2" 10' - 7 3/4" 3 1/2" 3' - 11 1/2" EQ EQ EQ EQ 1' - 11"2' - 0 1/2" 10 ' - 3 " 1' - 1 1 " 3 1/2" 2' - 8" 3 1/2" 3' - 5" 3 1/2" 5' - 8" 3' - 4 5 / 8 " 3 1 / 2 " 17 ' - 2 3 / 8 " 2' - 0 " 3 1 / 2 " 2' - 4" 2' - 8 " 2' - 1 " 1' - 1 1 " 1' - 1 1 " 2' - 1 1 " 8' - 6 1/2" 10 ' - 2 " 5 1 / 2 " 20 ' - 8 1 / 2 " 5 1 / 2 " 12 ' - 3 1 / 2 " 10' - 4 1/2" 3 1/2" 3' - 5" 3 1/2" 4' - 0 1/2"8"5' - 1 1/2" BEDROOM BEDROOM W.I.C. HALL CL O S E T LA U N D R Y CL O S E T BATH LAUNDRY KITCHEN COATS BEDROOM BEDROOM W.I.C. HALL BATH HALL LINEN COATS PANTRY COATS LA U N D R Y KITCHEN BATH W.I.C. BEDROOM LIVING / DINING LIVING / DINING LIVING / DINING KITCHEN D D D D D E E DDDDD DD G G C U4 U3 U2 U2 U2 U2 U1B U9 U4 U4 U1B U4 U3 U2 U4 201 U4 U8 U1A U3 U7 U5 U5 U6 CD CD CD SD SD SD SD SD SD SD SD SD FE FE FE FE 1 A301 1 A301 7 7 7 77 4 4 4 4 4 4 4 4 5 44 5 6 4 4 1 2 1 2 2 2 4 2 4 4 4 1 4 4 4 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 4 2 A460 ROOF HATCH ABOVE ROOF ACCESS LADDER A420 A420 A420 3 4 5 6 1 2 U4 4LINEN 3' - 9"1' - 11" 1' - 4"1' - 4" 12 ' - 2 " 3 1 / 2 " 2' - 0 1 / 2 " 3 1/2" 9' - 0" U6 3' - 0" 9 1 / 2 " 3 1 / 2 " 5' - 0 " 5 1/2" 18' - 5" 5 1/2" 5' - 4"8"2' - 1" 3 1/2" 5' - 3 1/2" 5 1/2" 8' - 2 1/2" 3 1/2" 11' - 0" 3 1/2" 13' - 3 1/2" 5 1/2" 3' - 2 1/2"6' - 0"6' - 0"3' - 2 1/2" DCD 4' - 4 1 / 2 " 5' - 4 1 / 2 " 5 1 / 2 " 10 ' - 6 " 3 1 / 2 " 10 ' - 4 " 3 1 / 2 " 5' - 0 " 3 1 / 2 " 8 1 / 2 " 5 1 / 2 " 8' - 2 " 3 1 / 2 " 9' - 9 " 5 1 / 2 " 4' - 4 1 / 2 " 6' - 1 1 / 2 " C C 5 1/2" 14' - 0 1/2" 3 1/2" 4' - 1" 5 1/2" 8' - 9" 5 1/2" 4' - 5 1/2" 5 1/2" 20' - 5 1/2" 3 1/2" 12' - 4" 5 1/2" 6' - 0 " 3 1 / 2 " 4' - 2 1 / 2 " 4' - 1 " 1' - 1 1 " SYMBOL LEGEND PHOTOELECTRIC-ONLY SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN ALL SLEEPING ROOMS, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE SLEEPING ROOMS AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMENT. ALARMS MUST BE HARD-WIRED INTO THE HOME ELECTRICAL SYSTEM, AND MUST ALSO HAVE A BATTERY BACKUP. ALL SMOKE ALARMS SHALL BE INTERCONNECTED; IF ONE SOUNDS AN ALARM, THEY ALL SOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT CEILING NO CLOSER THAN 4" FROM THE ADJOINING WALL SURFACE. MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 12" FROM THE ADJOINING CEILING SURFACE. DO NOT INSTALL A SMOKE ALARM WITHIN 36" OF A CEILING SUSPENDED FAN, A SUPPLY REGISTER, THE DOOR TO THE BATHROOM OR KITCHEN. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE (CO) ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENTS. COMBINATION SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTOELECTRIC SENSORS IN THE SAME ALARM ARE NOT PERMITTED. PER 2015, VERMONT FIRE & BUILDING SAFETY CODE: NFPA 1, 13.6.3.1.1.4 PORTABLE FIRE EXTINGUISHERS INSIDE INDIVIDUAL APARTMENT OR CONDO UNITS SHALL BE PERMITTED TO BE 2-1/2 POUND DRY CHEMICALCAPACITY. CARBON MONOXIDE (C0) DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS FOR ALL MULTI-FAMILY DWELLINGS. AN ADDITIONAL CO DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL-BURNING APPLIANCE. CO DETECTORS TO BE INSTALLED IN ACCORDANCE WITH NFPA 720. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON-DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP. FE SD CD GENERAL NOTES: 1.ORIENTATION OF DWELLING UNITS MAY VARY. SEE OVERALL FLOOR PLANS FOR ACTUAL LOCATIONS AND ORIENTATIONS. 2.AT WALLS BETWEEN ADJACENT ROOMS, ELECTRICAL OUTLET LOCATIONS, INCLUDING TV AND TELEPHONE OUTLETS, SHALL BE OFFSET 6" MIN. HORIZONTALLY FOR INSTALLATION. BACK TO BACK OUTLETS ARE NOT ALLOWED. (SEE DETAIL). 3.VERIFY TUB AND SHOWER SIZES PRIOR TO FRAMING SURROUNDING WALLS. NOTE THAT GYPSUM BOARD MUST BE CONTINUOUS BEHIND TUBS AND SHOWERS THAT ARE LOCATED ADJACENT TO RATED WALLS. 4.SEE SHEET A802 FOR REQUIREMENTS FOR USABLE KITCHENS AND USABLE BATHROOMS. 5.WALL BLOCKING MUST BE INSTALLED IN WALL LOCATIONS INDICATED BY THIS HATCH:SEE SHEET A802 FOR DIMENSIONAL REQUIREMENTS. FAIR HOUSING - ADAPTABLE NOTES: REFER TO A802 FOR FULL FAIR HOUSING GUIDELINES ADAPTABLE -A COMBINATION OF ACCESSIBLE AND ADAPTABLE ELEMENTS FOR MULTI-FAMILY DWELLING UNITS INCLUDING: 1.AT LEAST ONE BUILDING ENTRANCE ON AN ACCESSIBLE ROUTE. 2.THE PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO AND ARE USEABLE BY PEOPLE WITH DISABILITIES. 3.USABLE DOORS THAT ARE AT LEAST 34" WIDE PROVIDING A CLEAR OPENING OF AT LEAST 32", AND A THRESHOLD NOT GREATER THAN ½", TO ALLOW PASSAGE INTO AND WITHIN ALL DWELLING UNITS. 4.A ROUTE INTO AND THROUGH SINGLE STORY DWELLING UNITS, OR THROUGH THE PRIMARY LEVEL OF MULTI- STORY DWELLINGS UNITS, 36" WIDE, WITH 32" DOORWAYS AND LACKING ABRUPT CHANGES IN FLOOR SURFACE OR ELEVATION, SO THAT RESIDENTS AND GUESTS WITH DISABILITIES CAN SAFELY USE ALL ROOMS AND SPACES EXCEPT A BASEMENT AND GARAGE AND EITHER A RAISED OR SUNKEN AREA. THE ROUTE SHALL BE CONTINUOUS THROUGHOUT THE DWELLING UNIT AND NOT BE INTERRUPTED BY THE RAISED OR SUNKEN AREA. NO PART OF A KITCHEN OR BATHROOM MAY BE LOCATED IN A RAISED OR SUNKEN AREA UNLESS AN ACCESSIBLE ROUTE IS PROVIDED FOR THAT AREA. THE PRIMARY LEVEL OF MULTI-STORY DWELLINGS UNITS SHALL CONTAIN A USABLE BATHROOM OR POWDER ROOM. 5.LIGHT SWITCHES, ELECTRICAL OUTLETS AND ENVIRONMENTAL CONTROLS INCLUDING THERMOSTATS FOR HEATING, AIR-CONDITIONING AND VENTILATION SYSTEMS SHALL BE LOCATED WITHIN 15" TO 48" OFF THE FLOOR FOR FRONT REACH LIMITS AND 9" TO 54" FOR SIDE REACH LIMITS. 6.REINFORCEMENTS IN BATHROOM WALLS TO ALLOW LATER INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB, SHOWER STALL AND SHOWER SEAT, WHERE SUCH FACILITIES ARE PROVIDED. 7.USEABLE KITCHENS AND BATHROOMS, DESIGNED SUCH THAT AN INDIVIDUAL IN A WHEELCHAIR CAN MANEUVER ABOUT THE SPACE, IN ACCORDANCE WITH THE MANDATORY PROVISIONS OF THE FAIR HOUSING ACT DESIGN MANUAL CHAPTER 7. NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A102 SE C O N D F L O O R P L A N MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 1/4" = 1'-0"1 SECOND FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 1 1 A A D D 2 2 3 3 B B 4 4 C C 1 A501 1 A502 1 A503 1 A504 8 A710 2 A103 TYP. 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. APPLY 'BITUTHANE' ICE AND WATER SHIELD UP SIDEWALLS OF ADJACENT WALLS A MIN OF 2'-0" VERTICALLY (WHERE ALLOWED) AND ALONG ROOF SURFACE A MIN. OF 2'-0" HORIZONTALLY. REDUNDANT ROOF DRAIN REQUIRED PER SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. REDUNDANT DRAIN SHALL DISCHARGE IN ACCORDANCE WITH SECTION 1108.2 OF THE IPC. (PROVIDE MODEL #Z165 BY 'ZURN' OR APPROVED EQUAL. PROVIDE 'BILCO E-50TB" INSULATED ROOF HATCH, OR APPROVED EQUAL EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. 1 A301 1 A301 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. SOLAR READY ZONE (SHOWN SHADED) 1,516 SF 53% OF TOTAL ROOF AREA ROOF DRAIN PROVIDE 6" MIN . INSULATION AT ROOF DRAINS AND SLOPE TO ROOF EDGE AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AT A PITCH OF 1/4" PER FOOT (MIN.) SEE SECTIONS FOR REQUIRED AVERAGE R- VALUE. TAPERED POLYISOCYANURATE RIGID INSULATION @ ROOF DRAIN SPRAY FOAM INSULATION @ UNDERSIDE OF ROOF DRAINS, PROVIDE R-20 MIN. (TYP.) SLOPE DOWN, ± 1/4 IN/FT RO O F E D G E H.P. SLOPE DOWN, ± 1/4 IN/FT RO O F E D G E H.P. SLOPE DOWN, ± 1/4 IN/FT MIN I M U N 6" SUMP AROUND DRAIN 2' - 0" TYPICAL SEE HORIZONTAL ASSEMBLIES FOR ROOF CONSTRUCTION DETAILS. ROOF NOTES: 1.ROOF MEMBRANE SHALL BE 60 MIL. SINGLE PLY TPO FASTENED WITH RHINO-BOND SYSTEM. COLOR TO BE GRAY. 2.SHEET METAL COPING/GRAVEL STOP SHALL BE PRE-FINISHED ALUMINUM, 20 GAUGE. COLOR AS SELECTED BE ARCHITECT. 3.ROOF DRAINAGE AND WALK-WAY PADS WITHIN THE ROOF-TOP EQUIP. SPACE SHALL BE DETERMINED BASED ON LAYOUT OF MECHANICAL EQUIPMENT. 4.SECONDARY (EMERGENCY OVERFLOW) DRAINS ARE REQUIRED IN ACCORDANCE WITH SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. 5.SLOPE 1/4" PER FOOT MIN. IS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS. 6.AVERAGE ROOF INSULATION VALUE TO BE R-44 MIN. PROVIDE MINIMUM 6" THICK AT ALL ROOF DRAIN LOCATIONS. NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : A s i n d i c a t e d E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A103 RO O F P L A N MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 RE V I S I O N S No . De s c r i p t i o n Da t e C R E V I S E D P E R C I V I L C O O R D I N A T I O N 12 / 1 6 / 2 0 2 2 D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 G S O L A R Z O N E A D D E D 03 / 2 3 / 2 0 2 3 1/4" = 1'-0"1 ROOF PLAN 1 1/2" = 1'-0"2 ROOF DRAIN DETAIL SECOND FLOOR223'-4" FIRST FLOOR212'-0" 1 ROOF DECK233'-0" 2 3 4 E-2 E-3 E-4 E-4 E-5 E-6 E-7 E-8 E-10 E-11 E-13 E-12 E-13 E-12 E-13 AVERAGE PRE-CONSTRUCTION GRADE (211 FEET) 1 A503 L-1 L-1L-1 E-1 E-9 BU I L D I N G H E I G H T 26 ' - 8 " FACADE LENGTH 67' - 0" GLAZING 3' - 0" GLAZING 4' - 0" GLAZING 3' - 0" GLAZING 3' - 0" GLAZING 3' - 0" GLAZING 12' - 4" GLAZING 12' - 4" SECOND FLOOR223'-4" FIRST FLOOR212'-0" A ROOF DECK233'-0" D BC E-3 E-4 E-6E-6 E-7 E-8 E-11 E-11 E-13 E-12 E-13 1 A504 1 A301 E-4 POSSIBLE OPAQUE GLAZING LOCATIONS (SHOWN SHADED) FACADE LENGTH GLAZING LENGTH GLAZING PERCENTAGE PRIMARY FACADE GLAZING 67'-0"40'-8"61% Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : A s i n d i c a t e d E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A201 EX T E R I O R E L E V A T I O N S MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 1/4" = 1'-0"1 WEST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAY E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: DOVE GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: PEARL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK E-6 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED. E-9 GRANITE SILL COURSE. COLOR AS SELECTED E-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACK E-11 ENTRY CANOPY - STEEL AND GLASS ENTRY CANOPY E-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 TRANSPARENT GLAZING SCHEDULE TOTAL GLAZING OPENING - TRANSPARENT OPENING - OPAQUE TRANSPARENT GLAZING PERCENTAGE 1426.00 SF 1081.00 SF 345.00 SF 76% SECOND FLOOR223'-4" FIRST FLOOR212'-0" 1 ROOF DECK 233'-0" 234 E-2 E-3 E-4 E-5 E-5E-6 E-6 E-7 E-8 E-1 E-11 E-11 E-10 E-12 E-13 E-13 E-5 1 A502 L-1 L-1 L-1 L-1 L-1 E-4 E-9 E-10 POSSIBLE OPAQUE GLAZING LOCATIONS (SHOWN SHADED) SECOND FLOOR 223'-4" FIRST FLOOR 212'-0" A ROOF DECK233'-0" D E-4 E-7 E-8 E-1 E-11 E-11 E-12E-13 E-10 1 A501 1 A301 E-9 Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A202 EX T E R I O R E L E V A T I O N S MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAY E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: DOVE GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: PEARL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK E-6 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED. E-9 GRANITE SILL COURSE. COLOR AS SELECTED E-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACK E-11 ENTRY CANOPY - STEEL AND GLASS ENTRY CANOPY E-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 NORTH ELEVATION RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 SE C O N D F L O O R 22 3 ' - 4" FI R S T F L O O R 21 2 ' - 0" 1 PE R S T R U C T U R A L D R A W I N G S TO P O F F O O T I N G RO O F D E C K 23 3 ' - 0" F- 1 F- 2 F- 3 F- 4 F- 5 F- 6 F- 7 F- 8 F- 9 F- 1 2 F- 4 T- 6 T- 7 T- 1 1 T- 9 T- 1 0 T- 1 0 T- 1 1 T- 1 7 E- 9 E- 7 E- 8 T- 1 T- 2 T- 8 T- 1 6 T- 7 VARIES 11"7' - 0"1' - 8 1/2" 2 1/4" 5' - 0"2' - 10" 4' - 6"1' - 7 3/4"8' - 0 1/4"1' - 8 1/2"9' - 7 1/2" 9' - 8"11' - 4" 1/4" / 12" 6 A6 2 1 2 A6 2 1 3 A6 2 1 F- 1 1 T- 1 3 F- 1 0 1 1/2"5/8"7 1/4" 1"1' - 3"4' - 1 1/4" 3 1/2" 5' - 0" 3 1/2" 4' - 10 1/2" 3 1/2" 7' - 0"1/2"4" 1' - 4" E- 4 T- 1 0 T- 1 8 25' - 8 1/8" T- 1 T- 2 T- 3 T- 5 T- 7 T- 8 T- 1 0 T- 1 1 E- 1 E- 8 T- 9 T- 1 0 E- 8 T- 7 T- 1 0 E- 7 E- 1 E- 1 0 E- 1 2 T- 2 T- 3 R- 4 T- 1 R- 1 R- 2 R- 8 R- 3 R- 5 R- 6 R- 7 R- 9 E- 1 3 1/4" / 12" R- 8 1 A7 1 0 2 A7 1 0 • PR O V I D E M A S O N R Y C A V I T Y W A L L O V E R 1 " M I N . A I R S P A C E W / S T R U C T U R A L B A C K -UP . F A C E S H A L L B E A S S E L E C T E D B Y AR C H I T E C T . C O U R S I N G I N D I C A T E D O N T H E E L E V A T I O N S , S E C T I O N S , A N D D E T A I L S . W H E R E I N F O R M A T I O N I S U N C L E A R , C O N S U L T AR C H I T E C T F O R C L A R I F I C A T I O N . • FIN I S H S E A L A N T J O I N T S S H A L L M A T C H P R O F I L E A N D C O L O R O F T Y P I C A L M O R T A R J O I N T S . • PR O V I D E 4 0 M I L . C O M P O S I T E S E L F -AD H E R E D F L A S H I N G , I . E . , ' C C W -70 5 -TW F ' B Y C A R L I S L E , O R A P P R O V E D E Q U A L , A T A L L WIN D O W A N D D O O R H E A D S , S H E L F A N G L E S , B A S E O F M A S O N R Y W A L L A N D E L S E W H E R E A S I N D I C A T E D O R A S O T H E R W I S E RE Q U I R E D . LE G E N D : GE N E R A L N O T E S : RO O F : TY P I C A L F L O O R : FO U N D A T I O N : EX T E R I O T M A T E R I A L S : Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 3 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A501 WA L L S E C T I O N ' A ' MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 3/ 4 " = 1 ' - 0 " 1 WA L L S E C T I O N ' A ' E- 1 S I D I N G T Y P E O N E - M E T A L P A N E L S I D I N G . ' A T A S ' S T E R R A C O R E W A L L P A N E L , O R I E N T A T I O N A S S H O W N . C O L O R : CH A R C O A L G R E Y . B I D A L T E R N A T E : ' H A R D I E ' P A N E L S I D I N G . C O L O R : I R O N G R A Y E- 4 S I D I N G T Y P E F O U R - C O U R S E D G R A N I T E . C O L O R A S S E L E C T E D . E- 7 W I N D O W S - F I B E R G L A S S O R C O M P O S I T E . W I N D O W S M U S T M E E T U - V A L U E S P E C I F I E D I N B U I L D I N G E N V E L O P E RE Q U I R E M E N T S O N S H E E T A 0 1 0 . C O L O R : B L A C K . ( S E E W I N D O W S C H E D U L E ) E- 8 W I N D O W T R I M : 5 / 4 " x 4 " ' H A R D I E T R I M ' F I B E R C E M E N T B O A R D S . C O L O R A S S E L E C T E D . E- 9 G R A N I T E S I L L C O U R S E . C O L O R A S S E L E C T E D E- 1 0 S T E E L T R I M - C C H A N N E L I N S I Z E S I N D I C A T E D . C O L O R : B L A C K E- 1 2 T R I M - 5 / 4 " ' H A R D I E T R I M ' F I B E R C E M E N T B O A R D S I N S I Z E S I N D I C A T E D . ( S E E S E C T I O N S ) C O L O R A S S E L E C T E D E- 1 3 P R E F I N I S H E D 2 0 - G A U G E M I N . C O P I N G . A L L L A P J O I N T S S H A L L B E F O R M E D A N D A L L F A S T E N E R S S H A L L B E CO N C E A L E D . C O L O R : B L A C K F- 1 C O N C R E T E F O O T I N G P E R S T R U C T U R A L D R A W I N G S . F- 2 P R O V I D E C O N T I N U O U S P E R F O R A T E D F O O T I N G D R A I N I F R E Q U I R E D B Y S T R U C T U R A L A N D / O R C I V I L D R A W I N G S . F- 3 P O U R E D I N P L A C E C O N C R E T E F O U N D A T I O N P E R S T R U C T U R A L D R A W I N G S . F- 4 G R A N U L A R B A S E C O U R S E P E R S T R U C T U R A L D R A W I N G S . F- 5 P R O V I D E V A P O R B A R R I E R P E R S T R U C T U R A L D R A W I N G S , F- 6 P O U R E D I N P L A C E C O N C R E T E F L O O R S L A B P E R S T R U C T U R A L D R A W I N G S . F- 7 P R O V I D E 2 " T H I C K R I G I D I N S U L A T I O N U N D E R E N T I R E C O N C R E T E F L O O R S L A B . ( R - 1 0 M I N I M U M ) F- 8 P R O V I D E E X P A N S I O N J O I N T P E R S T R U C T U R A L D R A W I N G S F- 9 P R O V I D E M I N I M U M R - 1 0 R I G I D I N S U L A T I O N O N F A C E O F F O U N D A T I O N W A L L E X T E N D I N G T O T O P O F F O O T I N G . F- 1 0 F I L L W A L L C A V I T Y B E L O W L O W E S T W E E P S W I T H M O R T A R S L U S H A T A L L L O C A T I O N S B E L O W G R A D E A N D W H E R E IN D I C A T E D . F- 1 1 P R O V I D E C M U S T A R T E R C O U R S E ( S ) F O R B E L O W G R A D E A R E A S . F- 1 2 P R O V I D E S T R U C T U R A L I N S U L A T I O N P E R S T R U C T U R A L D R A W I N G S R- 1 R O O F S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) R- 2 R O O F S H E A T H I N G P E R S T R U C T U R A L D R A W I N G S , R- 3 R I G I D P O L Y I S O C Y A N U R A T E I N S U L A T I O N B O A R D S A P P L I E D M E C H A N I C A L L Y D I R E C T L Y T O R O O F D E C K . T A P E R E D A S RE Q U I R E D F O R D R A I N A G E ( M I N . 1 / 4 " P E R F O O T ) . P R O V I D E M I N . 6 " T H . R - 3 5 I N S U L A T I O N A T R O O F D R A I N S . S E E BU I L D I N G E N V E L O P E R E Q U I R E M E N T S F O R R E Q U I R E D R V A L U E O F R O O F . R- 4 S P R A Y F O A M I N S U L A T I O N . F I L L C A V I T Y T O R E Q U I R E D R V A L U E T H I C K N E S S . R- 5 E X T E N D R O O F M E M B R A N E U P W A L L S A N D O V E R T O P O F P A R A P E T . S E A L U N D E R R O O F C O P I N G . R- 6 P R O V I D E E X T E R I O R G R A D E F I B E R G L A S S G Y P S Y M S H E A T H I N G O N I N S I D E O F P A R A P E T W A L L S . R- 7 P R O V I D E T A P E R E D I N S U L A T I O N B O A R D S F O R R O O F D R A I N A G E . R- 8 6 0 M I L . T P O M E M B R A N E R O O F I N G S Y S T E M . ' R H I N O B O N D ' S Y S T E M O R A P P R O V E D E Q U A L . R- 9 C O R N I C E F R A M I N G . ( S E E S T R U C T U R A L ) T- 1 E X T E R I O R W O O D S T U D W A L L S Y S T E M ( S E E P A R T I T I O N A S S E M B L I E S F O R D E T A I L S ) T- 2 PR O V I D E 2 - 1 / 2 " T H I C K I N S U L A T E D R - 1 2 Z I P S Y S T E M . ( S E E P A R T I T I O N A S S E M B L I E S F O R D E T A I L S ) T- 3 CA V I T Y I N S U L A T I O N - M I N E R A L W O O L . P R O V I D E R - 2 1 M I N I M U M . T- 5 FL O O R S Y S T E M A N D A S S O C I A T E D F R A M I N G P E R S T R U C T U R A L D R A W I N G S . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) T- 6 SO U N D A T T E N U A T I O N B A T T S . P R O V I D E A D D / A L T E R N A T E F O R M I N R - 3 0 I N F L O O R C A V I T Y . T- 7 2 X W O O D N A I L E R S A N D B L O C K I N G ( C O N T . ) N O T E : E X T E N D 2 X B L O C K I N G @ W I N D O W A N D D O O R O P E N I N G S A N D T O P O F PA R A P E T S T O B E F L U S H W I T H E X T E R I O R O F Z I P S Y S T E M S H E A T H I N G . B L O C K I N G A T M E C H A N I C A L V E N T S M A Y V A R Y . CO O R D I N A T E W I T H V E N T R E Q U I R E M E N T S . T- 8 PR O V I D E 3 / 4 " W I N D O W S T O O L A N D A P R O N A T A L L W I N D O W S . M A T E R I A L A N D F I N I S H A S S E L E C T E D B Y A R C H I T E C T . T- 9 WI N D O W / D O O R H E A D E R A S R E Q U I R E D . F I L L H E A D E R C A V I T Y W I T H I N S U L A T I O N . ( S E E S T R U C T U R A L ) T- 1 0 P R O V I D E F L A S H I N G A T A L L D O O R S , W I N D O W S , L O U V E R S , A N D M I S C . A R E A S A S I N D I C A T E D . T- 1 1 P R O V I D E G Y P S U M B O A R D R E T U R N S A T A L L W I N D O W / D O O R H E A D S A N D J A M B S . T- 1 3 M A S O N R Y V E N E E R A N C H O R S . T- 1 6 P R O V I D E D R A I N A G E P A N E L S I N C A V I T Y W A L L A I R S P A C E . T- 1 7 4 0 M I L . C O M P O S I T E F L A S H I N G , P R O V I D E W E E P H O L E S A T M A S O N R Y W A L L S . T- 1 8 L E A D C O A T E D C O P P E R F L A S H I N G . 2 2 M I L . , 1 6 O Z . P E R S Q F T . 2 4 G A U G E ( 0 . 0 2 1 6 " T H I C K ) . E X T E N D A M I N O N 6 " VE R T I C A L A L O N G F A C E O F E X T E R I O R S H E A T H I N G , W H E R E P O S S I B L E . A T T A C H U S I N G C O P P E R N A I L S A N D C A U L K A L L SE A M S A N D J O I N T S . E X T E N D F L A S H I N G O V E R F U L L D E P T H O F M A S O N R Y U N I T . A T T A C H T O U N I T W I T H C L E A R AD H E S I V E S I L I C O N E . H E M A N D T U R N D O W N T O F O R M D R I P E D G E A T E N D O F U N I T . Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A901 3D V I E W S MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 1 SOUTHWEST PERSPECTIVE 2 NORTHEAST PERSPECTIVE NO R T H Rabideau Architects 550 Hinesburg Road Suite 101 South Burlington. VT 05403 802 863 0222 Rabideau-Architects.com DRAWING INDEXARCHITECTURAL SYMBOLS 214 A B 12 CL 2 5 12 102.5' A 107 TITLE LINE DWG. NO. SHEET NO. DWG. NAME ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ELEVATION SECTION MARKER DETAIL MARKER DOOR NUMBER WINDOW TYPE REFERENCE GRID CENTER LINE ROOM NUMBER ELEVATION TAG SPOT ELEVATION PARTITION TYPE ROOF SLOPE INDICATION REVISION NORTH ARROW CHANGE IN ELEVATION1" DN. 3/ 1 / 2 0 2 4 3 : 1 7 : 3 6 P M MULTI-FAMILY BUILDING SOUTH BURLINGTON, VERMONT BOURNE PROPERTIES REVISIONS No.Description Date D REVISED PLAT SUBMISSION 03/01/24 ARCHITECTURAL SHEET LIST SHEET #SHEET NAME A101 GARAGE FLOOR PLAN A102 FIRST FLOOR PLAN A103 SECOND FLOOR PLAN A104 THIRD FLOOR PLAN A105 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A501 WALL SECTION 'A' A901 3D VIEW A902 3D VIEW SCHEDULE OF UNITS NAME UNIT TYPE AREA COUNT FIRST FLOOR TWO BEDROOM TYPE 'A'996.89 SF 2 TWO BEDROOM TYPE 'A' - INCLUSIONARY 996.89 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 TWO BEDROOM TYPE 'D' - INCLUSIONARY 906.58 SF 2 THREE BEDROOM TYPE 'E' - INCLUSIONARY 1276.80 SF 1 ONE BEDROOM TYPE 'F' - INCLUSIONARY 692.11 SF 1 9 SECOND FLOOR TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'972.02 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 TWO BEDROOM TYPE 'D' - INCLUSIONARY 906.58 SF 2 9 THIRD FLOOR TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'972.02 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 TWO BEDROOM TYPE 'D' - INCLUSIONARY 906.58 SF 2 9 TOTAL NUMBER OF UNITS 27 UNIT COUNT BREAKDOWN NAME UNIT TYPE COUNT TWO BEDROOM TYPE 'A'10 TWO BEDROOM TYPE 'A' - INCLUSIONARY 1 TWO BEDROOM TYPE 'B'2 TWO BEDROOM TYPE 'C'6 TWO BEDROOM TYPE 'D' - INCLUSIONARY 6 THREE BEDROOM TYPE 'E' - INCLUSIONARY 1 ONE BEDROOM TYPE 'F' - INCLUSIONARY 1 TOTAL # OF UNITS 27 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 164' - 7" 67 ' - 0 1 / 2 " 1' - 1 1 1 / 2 " 6 1 / 2 " 17 ' - 9 1 / 2 " 6 1 / 2 " 26 ' - 3 " 6 1 / 2 " 16 ' - 4 1 / 2 " 2' - 6 " 6 1 / 2 " 1' - 5 1 / 2 " 67 ' - 0 1 / 2 " 1' - 1 1 1 / 2 " 6 1 / 2 " 17 ' - 9 1 / 2 " 6 1 / 2 " 26 ' - 3 " 6 1 / 2 " 16 ' - 4 1 / 2 " 2' - 6 " 6 1 / 2 " 1' - 5 1 / 2 " 164' - 7" 6 1/2" 1' - 5 1/2"6 1/2"29' - 4" 6 1/2" 21' - 9 1/4" 6 1/2" 68' - 5 1/2" 6 1/2" 7' - 7 3/4" 6 1/2" 30' - 1 1/2"6 1/2"1' - 5 1/2" 6 1/2" PARKING GARAGE 001 27 PARKING SPACES ELEVATOR VESTIBULE 002 STORAGE / MECHANICAL 003 STORAGE / MECHANICAL 005STAIR 'A' 004 ELEVATOR BIKE STORAGE 006 STAIR 'B' 007 1 A501 1 A502 1 A503 1 A504 1 A505 1 A506 PROVIDE BOLLARDS FOR PROTECTION OF EXHAUST FANS 19 ' - 5 " 27 ' - 4 " 18 ' - 4 " 5' - 8 " 2' - 0 " 2' - 0"28' - 5"34' - 9"21' - 4"47' - 8"28' - 5"2' - 0" 6 7 19 ' - 5 " 27 ' - 4 " 18 ' - 4 " 2' - 0"29' - 10 1/2"22' - 10 1/4"69' - 0"7' - 7 3/4"31' - 2 1/2"2' - 0" 6' - 2" 4' - 6 " 1' - 0 " 8" 13 ' - 1 0 1 / 2 " 8" 5' - 7 1 / 2 " 44 ' - 4 1 / 2 " 8" 17 ' - 8 " 8' - 0 " 8" 13 ' - 1 1 / 2 " 41 ' - 6 1 / 2 " 8" 20 ' - 6 " 8" 41' - 4 " 10 ' - 0 1 / 4 " 5 1 / 2 " 10 ' - 0 1 / 4 " 9' - 1" 31' - 7" 8" 8' - 6 1/4" 1' - 1" 10' - 2" 1' - 0" 6' - 0" 8" 47' - 10 1/2" 8" 13' - 6" 8" 8' - 3 3/4" 8" 31' - 2 1/2" 10" 9' - 0"9' - 0"9' - 0"8' - 7 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 7 3/4"9' - 0"9' - 0"9' - 0" 10" 1' - 4" 9' - 0"9' - 0"9' - 0" 1' - 3"6 3/4" 8' - 0"5' - 0"8' - 0"8' - 7"8' - 7"8' - 7" 6 3/4" 19' - 4 1/2"9' - 0" 10" 18 ' - 0 " 24 ' - 0 " 18 ' - 0 " 21 ' - 5 " 13 13 13 12 12 12 12 12 12 12 12 13 13 13 1312 1212 005 004 006 003 002 001 1 A460 5 A460 13 6 1/2" 1' - 5 1/2" 6 1/2" 27' - 10 1/2"34' - 9"21' - 4"47' - 8"27' - 10 1/2" 6 1/2" 1' - 5 1/2" 6 1/2" 2' - 0 1 / 2 " 4' - 6 1 / 2 " NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A101 GA R A G E F L O O R P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 1/8" = 1'-0"1 GARAGE FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 163' - 6" 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 101 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 109 2 BEDROOM UNIT TYPE 'C' 108 2 BEDROOM UNIT TYPE 'A' 104 2 BEDROOM UNIT TYPE 'A' 106 LOBBY 101 JC / S T O R A G E / M E C H A N I C A L 10 3 ELEVATOR STAIR 'A' 102 CORRIDOR 104 ELEC. 105 STAIR 'B' 106 MAILBOXES 1 A501 2 BEDROOM UNIT TYPE 'C' 102 1 A502 1 A503 1 A504 1 A505 1 A506 6 7 6' - 2 1/2"14' - 10"6' - 4 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 27' - 5" 5 1/2" 33' - 10" 5 1/2" 21' - 4" 5 1/2" 46' - 9" 5 1/2" 27' - 5" 5 1/2" 1' - 6 1/2" 5 1/2" 2' - 0"27' - 10 1/2"34' - 9"21' - 4"47' - 8"27' - 10 1/2"2' - 0" 5' - 6"9' - 6"13' - 1"5' - 9"5' - 8"10' - 0"5' - 8"6' - 6"12' - 2"13' - 1"9' - 6"5' - 6"6' - 4 1/2"14' - 10"6' - 2 1/2" 10' - 2" 3 1/2" 3' - 8 1/2" 3 1/2" 2' - 0" 3 1/2" 12' - 5 1/2"12' - 5 1/2" 3 1/2" 2' - 0" 3 1/2" 3' - 8 1/2" 3 1/2" 10' - 2" 13 ' - 0 " 3 1 / 2 " 4' - 7 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 5' - 9 " 3 1 / 2 " 12 ' - 1 1 " 12 ' - 1 1 " 3 1 / 2 " 5' - 9 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 4' - 7 " 3 1 / 2 " 13 ' - 0 " 28 ' - 5 " 5 1 / 2 " 5' - 4 " 5 1 / 2 " 27 ' - 5 " 7' - 4 3 / 8 " 3 1 / 2 " 2' - 0 " 5' - 4 1/2" 5 1/2" 4' - 10 3/4" 5 1 / 2 " 1' - 6 1 / 2 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 4' - 1 0 1 / 2 " 5' - 4 " 8' - 9 " 6' - 2 " 13 ' - 0 " 6' - 2 " 8' - 9 " 5' - 4 " 3' - 9 1 / 2 " 16 ' - 7 1 / 2 " 2' - 0 " 7' - 1 1 " 2' - 0 " 8' - 0 " 2' - 0 " 7' - 1 1 " 2' - 0 " 15 ' - 6 1 / 2 " 2' - 0"3' - 9 1/2" 9' - 7 " 9' - 4 1 / 2 " 6' - 8 " 12 ' - 0 " 6' - 8 " 8' - 8 1 / 2 " 9' - 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 1' - 10"6' - 0"5' - 2 1/4"6' - 0"1' - 10"6' - 2 1/2"15' - 10"7' - 4 1/2"5' - 8 1/2"9' - 6"13' - 1"12' - 2"28' - 1"4' - 4 1/2"4' - 4 1/4"7' - 2"15' - 10"6' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 29' - 5" 5 1/2" 20' - 10 1/4" 5 1/2" 68' - 6 1/2" 5 1/2" 8' - 8 3/4" 5 1/2" 29' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 2' - 1"5' - 6"1' - 1 3/4"4' - 6 1 / 2 " 14 15 14 14 14 14 14 14 14 14 14 14 14 14 1 1 1 1 1 1 1 2 6 2 3 2 2 2 2 2 2 2 2 2 2 2 11 910 2 15 15 A A D A A D D A A D D A A AADDAA F E A A A A A A AA C C C C G 101 102 103 105 107 2 A460 6 A460 8" 8' - 8 3/4" 5 1/2" 11' - 8" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8 7/8" 8' - 2" 8 7/8" 3' - 9 " 5 1 / 2 " 9' - 6 1 / 2 " 8' - 9 1/4" 5 1/2" 7' - 9 3/4" 5 1/2" 6' - 0" 5 1/2" 14 14 1 1 9 15 H 104 5 1 / 2 " 9' - 2 " 9' - 6 1 / 2 " 5 1 / 2 " 5' - 2 " 1415 1A1A 2 106 U9 U9 PROVIDE WALK-OFF MAT 4' - 0 " 3 BEDROOM UNIT TYPE 'E'-INCLUSIONARY 103 1 BEDROOM UNIT TYPE 'F'-INCLUSIONARY 105 2 BEDROOM UNIT TYPE 'A'-INCLUSIONARY 107 10' - 2" 3 1/2" 6' - 1 1/2" 5 1/2" 10' - 2" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 10' - 4 1/2" 8" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8" 10' - 2" 5 1/2" 6' - 1 1/2" 3 1/2" 10' - 2" NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A102 FI R S T F L O O R P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 1/8" = 1'-0"1 FIRST FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 201 2 BEDROOM UNIT TYPE 'C' 202 2 BEDROOM UNIT TYPE 'A' 203 2 BEDROOM UNIT TYPE 'A' 207 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 209 2 BEDROOM UNIT TYPE 'C' 208 2 BEDROOM UNIT TYPE 'A' 204 2 BEDROOM UNIT TYPE 'A' 206 STORAGE / MECHANICAL 204 ELEVATOR STAIR 'A' 202 CORRIDOR 205 ELEC. 206 STAIR 'B' 207 LAUNDRY 2031 A501 2 BEDROOM UNIT TYPE 'B' 205 1 A502 1 A503 1 A504 1 A505 1 A506 6 7 163' - 6" 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 6' - 8"14' - 10"6' - 4 1/2" 5 1/2" 1' - 6 1/2"5 1/2" 27' - 5"5 1/2" 33' - 10" 5 1/2" 21' - 4" 5 1/2" 46' - 9" 5 1/2" 27' - 5" 5 1/2" 1' - 6 1/2" 5 1/2" 2' - 0"27' - 10 1/2"34' - 9"21' - 4"47' - 8"27' - 10 1/2"2' - 0" 5' - 6"9' - 6"13' - 1"5' - 9"5' - 8"10' - 0"5' - 8"6' - 6"12' - 2"13' - 1"9' - 6"5' - 6"6' - 4 1/2"14' - 10"6' - 2 1/2" 10' - 2" 3 1/2" 6' - 1 1/2" 5 1/2" 10' - 2" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8" 10' - 2" 5 1/2" 6' - 1 1/2" 3 1/2" 10' - 2" 10' - 2" 3 1/2" 3' - 8 1/2" 3 1/2" 2' - 0" 3 1/2" 12' - 5 1/2"12' - 5 1/2" 3 1/2" 2' - 0" 3 1/2" 3' - 8 1/2" 3 1/2" 10' - 2" 13 ' - 0 " 3 1 / 2 " 4' - 7 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 5' - 9 " 3 1 / 2 " 12 ' - 1 1 " 12 ' - 1 1 " 3 1 / 2 " 5' - 9 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 4' - 7 " 3 1 / 2 " 13 ' - 0 " 28 ' - 5 " 5 1 / 2 " 5' - 4 " 5 1 / 2 " 27 ' - 5 " 5 1 / 2 " 1' - 6 1 / 2 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 9' - 7 " 9' - 4 1 / 2 " 8' - 8 1 / 2 " 9' - 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 1' - 10"6' - 0"5' - 2 1/4"6' - 0"1' - 10"6' - 2 1/2"15' - 10"7' - 4 1/2"4' - 4 1/2"4' - 4 1/4"7' - 2"15' - 10"6' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 29' - 5" 5 1/2" 20' - 10 1/4" 5 1/2" 68' - 6 1/2" 5 1/2" 8' - 8 3/4" 5 1/2" 29' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 8' - 6 1/2" 5 1/2" 7' - 9 3/4" 5 1/2" 6' - 0" 5 1/2" 6' - 8 " 12 ' - 0 " 6' - 8 " 5' - 8 1/2"9' - 6"13' - 1"12' - 2"13' - 1"9' - 6"5' - 6" 10 ' - 5 1 / 2 " 8' - 6 " 6' - 8 " 12 ' - 0 " 6' - 8 " 8' - 6 " 9' - 4 1 / 2 " 5 1 / 2 " 9' - 7 5 / 8 " 5 1 / 2 " 22 ' - 9 7 / 8 " LOBBY 201 3 A460 7 A460 5' - 4 1/2" 5 1/2" 4' - 10 3/4" 9' - 6 1 / 2 " 5 1 / 2 " 9' - 2 " 9' - 6 1 / 2 " 5 1 / 2 " 5' - 2 " 8" 8' - 8 3/4" 5 1/2" 11' - 8" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8 7/8" 8' - 2" 8 7/8" 14 15 14 14 14 15 14 14 14 14 14 15 14 14 1 1 1 1 1 1 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 11 910 2 15 15 1 1 9 1415 1A1A 2 A A A A A A AAAA A A A A D A A D D A A D D B AADDAA D D LK 201 202 203 204 205 NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A103 SE C O N D F L O O R P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 1/8" = 1'-0"1 SECOND FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 301 2 BEDROOM UNIT TYPE 'C' 302 2 BEDROOM UNIT TYPE 'A' 303 2 BEDROOM UNIT TYPE 'A' 307 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 309 2 BEDROOM UNIT TYPE 'C' 308 2 BEDROOM UNIT TYPE 'A' 304 2 BEDROOM UNIT TYPE 'A' 306 LOBBY 301 STORAGE / MECHANICAL 304 ELEVATOR STAIR 'A' 302 CORRIDOR 305 ELEC. 306 STAIR 'B' 307 ELEVATOR CONTROL 3031 A501 2 BEDROOM UNIT TYPE 'B' 305 1 A502 1 A503 1 A504 1 A505 1 A506 6 7 4 A460 8 A460 163' - 6" 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 5 1/2" 1' - 6 1/2" 5 1/2" 27' - 5" 5 1/2" 33' - 10" 5 1/2" 21' - 4" 5 1/2" 46' - 9" 5 1/2" 27' - 5" 5 1/2" 1' - 6 1/2" 5 1/2" 2' - 0"27' - 10 1/2"34' - 9"21' - 4"47' - 8"27' - 10 1/2"2' - 0" 5' - 6"9' - 6"13' - 1"5' - 9"5' - 8"10' - 0"5' - 8"6' - 6"12' - 2"13' - 1"9' - 6"5' - 6" 10' - 2" 3 1/2" 6' - 1 1/2" 5 1/2" 10' - 2" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8" 10' - 2" 5 1/2" 6' - 1 1/2" 3 1/2" 10' - 2" 10' - 2" 3 1/2" 3' - 8 1/2" 3 1/2" 2' - 0" 3 1/2" 12' - 5 1/2"12' - 5 1/2" 3 1/2" 2' - 0" 3 1/2" 3' - 8 1/2" 3 1/2" 10' - 2" 13 ' - 0 " 3 1 / 2 " 4' - 7 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 5' - 9 " 3 1 / 2 " 12 ' - 1 1 " 12 ' - 1 1 " 3 1 / 2 " 5' - 9 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 4' - 7 " 3 1 / 2 " 13 ' - 0 " 28 ' - 5 " 5 1 / 2 " 5' - 4 " 5 1 / 2 " 27 ' - 5 " 5 1 / 2 " 1' - 6 1 / 2 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 1' - 10"6' - 0"5' - 2 1/4"6' - 0"1' - 10" 5 1/2" 1' - 6 1/2" 5 1/2" 29' - 5" 5 1/2" 20' - 10 1/4" 5 1/2" 68' - 6 1/2" 5 1/2" 8' - 8 3/4" 5 1/2" 29' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 8' - 6 1/2" 5 1/2" 7' - 9 3/4" 5 1/2" 6' - 0" 5 1/2" 6' - 8 " 12 ' - 0 " 6' - 8 " 5' - 8 1/2"9' - 6"13' - 1"12' - 2"13' - 1"9' - 6"5' - 6" 7' - 1 1 / 2 " 12 ' - 0 " 6' - 8 " 5 1 / 2 " 9' - 7 5 / 8 " 5 1 / 2 " 22 ' - 9 7 / 8 " 5' - 4 1/2" 5 1/2" 4' - 10 3/4" 9' - 6 1 / 2 " 9' - 6 1 / 2 " 5 1 / 2 " 5' - 2 " 8" 8' - 8 3/4" 5 1/2" 11' - 8" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8 7/8" 8' - 2" 8 7/8" 6' - 2 1/2"14' - 10"6' - 4 1/2"6' - 4 1/2"14' - 10"6' - 2 1/2" 9' - 2 " 8' - 8 1 / 2 " 9' - 7 " 9' - 4 1 / 2 " 7' - 2"15' - 10"6' - 2 1/2"4' - 4 1/2"4' - 4 1/4"6' - 2 1/2"15' - 10"7' - 4 1/2" 10 ' - 5 1 / 2 " 8' - 6 " 8' - 6 " 9' - 4 1 / 2 " 5 1 / 2 " 9' - 4 1 / 2 " 14 15 14 15 15 15 15 15 14 15 15 15 15 15 1 1 1 1 1 1 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 11 910 2 1 15 1 1 9 1515 1A1A 2 ROOF ACCESS HATCH ABOVE A A D A A D D A A D D A B ADDAA D D A A A A A A AAAA A A 301 302 303 304 305 NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A104 TH I R D F L O O R P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 1/8" = 1'-0"1 THIRD FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 1 A501 1 A502 1 A503 1 A504 1 A505 1 A506 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPEAND SEAL ALL SEAMS. PROVIDE TAPERED RIGID INSULATION AT TOP OF PARAPET WALL TO ALLOW DRAINAGE TO MAIN ROOF. PROVIDE TAPERED RIGID INSULATION AT TOP OF PARAPET WALL TO ALLOW DRAINAGE TO MAIN ROOF. PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK REDUNDANT ROOF DRAINS REQUIRED PER SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. REDUNDANT DRAIN SHALL DISCHARGE IN ACCORDANCE WITH SECTION 1108.2 OF THE IPC. (PROVIDE MODEL #Z165 BY 'ZURN' OR APPROVED EQUAL. PROVIDE ROOF SCUPPERS PROVIDE ROOF SCUPPERS PROVIDE ROOF SCUPPERS EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. PROVIDE 'BILCO E-50TB" INSULATED ROOF HATCH, OR APPROVED EQUAL 10 A730 2 A105 TYP. 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12" 6 7 SOLAR READY ZONE (SHOWN SHADED). 4,166 SF 41% OF TOTAL ROOF AREA ROOF DRAIN PROVIDE 6" MIN . INSULATION AT ROOF DRAINS AND SLOPE TO ROOF EDGE AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AT A PITCH OF 1/4" PER FOOT (MIN.) SEE BUILDING ENVELOPE REQUIREMENTS ON SHEET A010 FOR REQUIRED AVERAGE R-VALUE. TAPERED POLYISOCYANURATE RIGID INSULATION @ ROOF DRAIN SPRAY FOAM INSULATION @ UNDERSIDE OF ROOF DRAINS, PROVIDE R-20 MIN. (TYP.) SLOPE DOWN, ± 1/4 IN/FT RO O F E D G E H.P. SLOPE DOWN, ± 1/4 IN/FT RO O F E D G E H.P. SLOPE DOWN, ± 1/4 IN/FT MI N I M U N 6" SUMP AROUND DRAIN 2' - 0" TYPICAL SEE HORIZONTAL ASSEMBLIES FOR ROOF CONSTRUCTION DETAILS. ROOF NOTES: 1.ROOF MEMBRANE SHALL BE 60 MIL. SINGLE PLY TPO FASTENED WITH RHINO-BOND SYSTEM. 2.SHEET METAL COPING/GRAVEL STOP SHALL BE PRE-FINISHED ALUMINUM, 24 GAUGE. COLOR AS SELECTED BE ARCHITECT. 3.ROOF DRAINAGE AND WALK-WAY PADS WITHIN THE ROOF-TOP EQUIP. SPACE SHALL BE DETERMINED BASED ON LAYOUT OF MECHANICAL EQUIPMENT. 4.SECONDARY (EMERGENCY OVERFLOW) DRAINS ARE REQUIRED IN ACCORDANCE WITH SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. 5.SLOPE 1/4" PER FOOT MIN. IS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS. 6.AVERAGE ROOF INSULATION VALUE AS SHOWN IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. PROVIDE MINIMUM 6" THICK AT ALL ROOF DRAIN LOCATIONS. NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : A s i n d i c a t e d E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A105 RO O F P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 1/8" = 1'-0"1 ROOF PLAN 1 1/2" = 1'-0"2 ROOF DRAIN DETAIL SECOND FLOOR 227'-0" FIRST FLOOR 217'-0" 2 1 A301 TOP OF GARAGE FLOOR 207'-0" THIRD FLOOR 237'-0" ROOF DECK 247'-0" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 4 11851 129 E-1 E-2 E-3 E-4 E-7 E-6 E-6 E-8 E-9 E-10 E-11E-12 AVERAGE PRE-CONSTRUCTION GRADE (216.5 ft) 37 ' - 7 1 / 2 " 37 ' - 1 1 / 2 " L-1 L-1 L-2 E-5 E-7 E-13 1 A505 1 A506 6 7 E-14 SECOND FLOOR227'-0" FIRST FLOOR217'-0" TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0" C D EBA F G E-1 E-2 E-3 E-4E-6 E-6 E-7 E-9 E-5 E-11 E-12 1 A501 E-10 FACADE LENGTH 64' - 0" GLAZING 4' - 0" GLAZING 4' - 0" GLAZING 11' - 8" GLAZING 11' - 8" GLAZING 4' - 0" GLAZING 4' - 0" 5' - 8 " 5' - 8 " 8' - 0 " E-13 FACADE LENGTH GLAZING LENGTH GLAZING PERCENTAGE PRIMARY FACADE GLAZING 64'-0"39'-4"62% TRANSPARENT GLAZING ALL GLAZING LOCATED IN THE MULTIFAMILY BUILDING WILL BE TRANSPARENT Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A201 EX T E R I O R E L E V A T I O N S MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 1/8" = 1'-0"1 WEST ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - BRICK, COURSING AS INDICATED. 'BELDEN BRICK', COLOR: EBONY BLACK. E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: REGAL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 SIDING TYPE FIVE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: SMOKE GRAY E-6 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. E-7 STONE TRIM - GRANITE SILL AND STRETCHER COURSES. COLOR AS SELECTED BY ARCHITECT. E-8 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE ) E-10 WINDOW TRIM: BRICKMOLD CASING AROUND WINDOW. COLOR: AS SELECTED BY ARCHITECT. E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. COLOR AS SELECTED E-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK E-13 PROJECTIONS OVER WINDOWS TO HAVE FACIAS AND SOFFITS WRAPPED IN 20 GA. MIN. BREAK E-14 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: MEDIUM BRONZE. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: TIMBER BARK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. L-2 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'STREETWORKS GAW GALLEON' BY COOPER LIGHTING. BLACK FINISH. SECOND FLOOR227'-0" FIRST FLOOR217'-0" 21 A301 THIRD FLOOR237'-0" ROOF DECK247'-0" 1011 1312 E-1 E-3 E-2 E-4 E-9 E-11 E-5 E-12 E-7 E-10E-3 E-11E-11 E-13 1 A502 1 A503 1 A504 67 E-14 SECOND FLOOR227'-0" FIRST FLOOR217'-0" TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " CDE B AFG E-1 E-2 E-3 E-4 E-7 E-9 E-5 E-11E-12 E-10 E-13 Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A202 EX T E R I O R E L E V A T I O N S MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - BRICK, COURSING AS INDICATED. 'BELDEN BRICK', COLOR: EBONY BLACK. E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: REGAL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 SIDING TYPE FIVE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: SMOKE GRAY E-7 STONE TRIM - GRANITE SILL AND STRETCHER COURSES. COLOR AS SELECTED BY ARCHITECT. E-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE ) E-10 WINDOW TRIM: BRICKMOLD CASING AROUND WINDOW. COLOR: AS SELECTED BY ARCHITECT. E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. COLOR AS SELECTED E-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK E-13 PROJECTIONS OVER WINDOWS TO HAVE FACIAS AND SOFFITS WRAPPED IN 20 GA. MIN. BREAK E-14 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: MEDIUM BRONZE. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: TIMBER BARK • PR O V I D E M A S O N R Y C A V I T Y W A L L O V E R 1 " M I N . A I R S P A C E W / S T R U C T U R A L B A C K -UP . F A C E S H A L L B E A S S E L E C T E D B Y AR C H I T E C T . C O U R S I N G I N D I C A T E D O N T H E E L E V A T I O N S , S E C T I O N S , A N D D E T A I L S . W H E R E I N F O R M A T I O N I S U N C L E A R , C O N S U L T AR C H I T E C T F O R C L A R I F I C A T I O N . • FIN I S H S E A L A N T J O I N T S S H A L L M A T C H P R O F I L E A N D C O L O R O F T Y P I C A L M O R T A R J O I N T S . • PR O V I D E 4 0 M I L . C O M P O S I T E S E L F -AD H E R E D F L A S H I N G , I . E . , ' C C W -70 5 -TW F ' B Y C A R L I S L E , O R A P P R O V E D E Q U A L , A T A L L WIN D O W A N D D O O R H E A D S , S H E L F A N G L E S , B A S E O F M A S O N R Y W A L L A N D E L S E W H E R E A S I N D I C A T E D O R A S O T H E R W I S E RE Q U I R E D . LE G E N D : GE N E R A L N O T E S : RO O F : TY P I C A L F L O O R : FO U N D A T I O N : EX T E R I O T M A T E R I A L S : SE C O N D F L O O R 22 7 ' - 0" FI R S T F L O O R 21 7 ' - 0" TO P O F G A R A G E F L O O R 20 7 ' - 0" TH I R D F L O O R 23 7 ' - 0" RO O F D E C K 24 7 ' - 0" 1 F- 1 F- 2 F- 3 F- 4 F- 5 F- 6 F- 8 F- 7 F- 9 F- 1 0 F- 6 F- 1 1 F- 1 2 F- 3 F- 1 F- 4 T- 1 T- 3 T- 4 T- 5 T- 6 T- 7 T- 9 T- 1 0 T- 1 1 R- 1 1 T- 1 T- 3 T- 4 T- 5 T- 6 T- 7 T- 9 T- 1 0 T- 1 1 T- 3 R- 1 T- 9 T- 1 0 T- 1 1 R- 2 R- 2 R- 9 R- 1 0 R- 5 R- 6 R- 7 R- 8 R- 4 R- 6 R- 8 R- 1 2 T- 1 0 T- 1 0 T- 7 R- 1 3 E- 3 E- 3 E- 9 E- 9 E- 9 E- 1 1 E- 1 1 E- 1 2 E- 1 2 E- 1 1 E- 1 1 8' - 8" 1 1/2"3 1/2" 7 3/4"3' - 4 1/4" 5/8" 7 1/4" 5/8" 7' - 0"3' - 0"7' - 0"8 1/2"3 1/2"1' - 1 1/4" 3 1/2" 8' - 7 1/4" 33' - 1 1/2" 3' - 0" 5/8" 1' - 6" 1 1/8" 8' - 4 1/4" 1 1/8" 1' - 6" 1 3/4" 8' - 3 1/8" 1 1/8" 1' - 6" 1 3/4" 8' - 3 1/8"2' - 6" MINIMUM 7' - 6" 3 1/8" 8' - 0" 3 1/8" 7' - 0"1' - 0" 4 1/4" 7' - 0"1' - 0" T- 8 T- 8 F- 4 F- 1 5 T- 1 4 T- 1 8 E- 7 E- 4 T- 7 T- 7 E- 3 10' - 0"10' - 0"10' - 0" T- 1 R- 3 R- 1 2 R- 1 0 E- 1 3 R- 8 R- 9 1/2" / 12" 1/4" / 12" 1' - 0 " T- 7 T- 2 5 T- 2 5 Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 3 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A501 WA L L S E C T I O N ' A ' MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 E- 3 S I D I N G T Y P E T H R E E - M E T A L P A N E L S I D I N G . M E T A L S P A N ' C F A R C H I T E C T U R A L W A L L P A N E L ' , V E R T I C A L O R I E N T A T I O N . CO L O R : R E G A L G R A Y E- 4 S I D I N G T Y P E F O U R - C O U R S E D G R A N I T E . C O L O R A S S E L E C T E D . E- 7 S T O N E T R I M - G R A N I T E S I L L A N D S T R E T C H E R C O U R S E S . C O L O R A S S E L E C T E D B Y A R C H I T E C T . E- 9 W I N D O W S - F I B E R G L A S S O R C O M P O S I T E . W I N D O W S M U S T M E E T U - V A L U E S P E C I F I E D I N B U I L D I N G E N V E L O P E RE Q U I R E M E N T S O N S H E E T A 0 1 0 . C O L O R : A S S E L E C T E D B Y A R C H I T E C T . ( S E E W I N D O W S C H E D U L E ) E- 1 1 T R I M - 5 / 4 " ' H A R D I E T R I M ' F I B E R C E M E N T B O A R D S I N S I Z E S I N D I C A T E D . C O L O R A S S E L E C T E D E- 1 2 P R E F I N I S H E D 2 0 - G A U G E M I N . C O P I N G . A L L L A P J O I N T S S H A L L B E F O R M E D A N D A L L F A S T E N E R S S H A L L B E CO N C E A L E D . C O L O R : B L A C K E- 1 3 P R O J E C T I O N S O V E R W I N D O W S T O H A V E F A C I A S A N D S O F F I T S W R A P P E D I N 2 0 G A . M I N . B R E A K F- 1 C O N C R E T E F O O T I N G P E R S T R U C T U R A L D R A W I N G S . F- 2 P R O V I D E C O N T I N U O U S P E R F O R A T E D F O O T I N G D R A I N I F R E Q U I R E D B Y S T R U C T U R A L A N D / O R C I V I L D R A W I N G S . F- 3 P O U R E D I N P L A C E C O N C R E T E F O U N D A T I O N P E R S T R U C T U R A L D R A W I N G S . F- 4 G R A N U L A R B A S E C O U R S E P E R S T R U C T U R A L D R A W I N G S . F- 5 P R O V I D E V A P O R B A R R I E R P E R S T R U C T U R A L D R A W I N G S , F- 6 P O U R E D I N P L A C E C O N C R E T E F L O O R S L A B P E R S T R U C T U R A L D R A W I N G S . F- 7 P R O V I D E 2 " T H I C K R I G I D I N S U L A T I O N T H E R M A L B R E A K . ( C O N T I N U O U S ) F- 8 P R O V I D E E X P A N S I O N J O I N T P E R S T R U C T U R A L D R A W I N G S F- 9 P R O V I D E M I N I M U M R - 3 8 U N F A C E D B A T T I N S U L A T I O N O V E R E N T I R E G A R A G E A R E A . F- 1 0 F L O O R S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S . F- 1 1 P R O V I D E S P R A Y A P P L I E D D A M P P R O O F I N G A T A L L B E L O W G R A D E F O U N D A T I O N W A L L L O C A T I O N S . C O N T A C T AR C H I T E C T I F H I G H W A T E R T A B L E C O N D I T I O N S A R E E N C O U N T E R E D . F- 1 2 P R O V I D E S P R A Y A P P L I E D F I R E P R O O F I N G A S R E Q U I R E D . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) F- 1 5 P R O V I D E C E I L I N G S Y S T E M P E R R E F L E C T E D C E I L I N G P L A N S . P R O V I D E C O N T R O L J O I N T S A N D / O R E X P A N S I O N J O I N T S R- 1 R O O F S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) R- 2 R O O F S H E A T H I N G P E R S T R U C T U R A L D R A W I N G S , R- 3 R I G I D P O L Y I S O C Y A N U R A T E I N S U L A T I O N B O A R D S A P P L I E D M E C H A N I C A L L Y D I R E C T L Y T O R O O F D E C K . T A P E R E D A S RE Q U I R E D F O R D R A I N A G E ( M I N . 1 / 4 " P E R F O O T ) . P R O V I D E M I N . 6 " T H I C K R - 3 5 I N S U L A T I O N A T R O O F D R A I N S . S E E BU I L D I N G E N V E L O P E R E Q U I R E M E N T S F O R R E Q U I R E D R - V A L U E O F R O O F . R- 4 C A N O P Y S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S R- 5 S P R A Y F O A M I N S U L A T I O N ( M I N . R - 4 4 ) . F I L L W A L L C A V I T Y T O T H I C K N E S S O F A D J A C E N T R O O F I N S U L A T I O N . R- 6 E X T E N D R O O F M E M B R A N E U P W A L L S A N D O V E R T O P O F P A R A P E T . S E A L U N D E R R O O F C O P I N G . R- 7 P R O V I D E E X T E R I O R G R A D E F I B E R G L A S S G Y P S Y M S H E A T H I N G O N I N S I D E O F P A R A P E T W A L L S . R- 8 6 0 M I L . T P O M E M B R A N E R O O F I N G S Y S T E M . ' R H I N O B O N D ' S Y S T E M O R A P P R O V E D E Q U A L . R- 9 P R O V I D E T A P E R E D I N S U L A T I O N B O A R D S F O R R O O F D R A I N A G E . R- 1 0 E X T E N D R O O F M E M B R A N E U P W A L L 1 8 " M I N . A N D S E A L T O W A L L S H E A T H I N G . E X T E R I O R W E A T H E R B A R R I E R T O OV E R L A P R O O F M E M B R A N E A M I N . O F 6 " . T A P E A N D S E A L A L L S E A M S . R- 1 1 P R O V I D E E X T E R I O R G R A D E G Y P S U M C E I L I N G U N D E R A L L R O O F C A N O P I E S , R E C E S S E D E N T R I E S , A N D O V E R H A N G S . R- 1 2 P R O V I D E A N D I N S T A L L R O O F T O W A L L F L A S H I N G . R- 1 3 P R O V I D E T A P E R E D R I G I D I N S U L A T I O N A T T O P O F P A R A P E T W A L L T O A L L O W D R A I N A G E T O M A I N R O O F . T- 1 E X T E R I O R W O O D S T U D W A L L S Y S T E M ( S E E P A R T I T I O N A S S E M B L I E S F O R D E T A I L S ) T- 3 CA V I T Y I N S U L A T I O N - M I N E R A L W O O L . P R O V I D E R - 2 1 M I N I M U M . T- 4 FL O O R S H E A T H I N G ( S E E S T R U C T U R A L ) T- 5 FL O O R S Y S T E M P E R S T R U C T U R A L D R A W I N G S . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) T- 6 FI L L F L O O R C A V I T Y W I T H S O U N D A T T E N U A T I O N B A T T S . P R O V I D E M I N R - 3 0 W H E N U N A B L E T O F I L L E N T I R E C A V I T Y T- 7 2 X W O O D N A I L E R S A N D B L O C K I N G ( C O N T . ) N O T E : E X T E N D 2 X B L O C K I N G @ W I N D O W A N D D O O R O P E N I N G S A N D T O P O F PA R A P E T S T O B E F L U S H W I T H E X T E R I O R O F Z I P S Y S T E M S H E A T H I N G . B L O C K I N G A T M E C H A N I C A L V E N T S M A Y V A R Y . CO O R D I N A T E W I T H V E N T R E Q U I R E M E N T S . T- 8 PR O V I D E 3 / 4 " W I N D O W S T O O L A N D A P R O N A T A L L W I N D O W S . M A T E R I A L A N D F I N I S H A S S E L E C T E D B Y A R C H I T E C T . T- 9 WIN D O W / D O O R H E A D E R A S R E Q U I R E D . F I L L H E A D E R C A V I T Y W I T H I N S U L A T I O N . ( S E E S T R U C T U R A L ) T- 1 0 P R O V I D E F L A S H I N G A T A L L D O O R S , W I N D O W S , L O U V E R S , A N D M I S C . A R E A S A S I N D I C A T E D . T- 1 1 P R O V I D E G Y P S U M B O A R D R E T U R N S A T A L L W I N D O W / D O O R H E A D S A N D J A M B S . T- 1 4 P R O V I D E A N D I N S T A L L S T R U C T U R A L F I B E R G L A S S A N G L E F O R A T T A C H M E N T O F S I L L S O V E R R I G I D I N S U L A T I O N . T- 1 8 S T E E L L I N T E L P E R S T R U C T U R A L T- 2 5 P R O V I D E 1 / 2 " Z I P S Y S T E M S H E A T H I N G 3/ 4 " = 1 ' - 0 " 1 WA L L S E C T I O N ' A ' Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A901 3D V I E W MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 1 3D VIEW - 1 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A902 3D V I E W MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 1 3D VIEW - 2 March 1, 2024 Marla Keene, Development Review Planner City of South Burlington 180 Market St South Burlington, VT 05403 RE: 22-523 Combined Preliminary & Final Plat Review Shelburne Road & Swift Street, South Burlington, VT 05403 Dear Ms. Keene, Please find attached a submission for a combined Final Plat and Plan application submitted on behalf of the landowner and applicant (the “Applicant”), Gary Bourne & 764 Shelburne Road, LLC c/o Gary Bourne, for a proposed site development of three parcels that include 760 Shelburne Road, 764 Shelburne Road, and 31 Swift Street. The project references the South Burlington Land Development Regulations, amendments last adopted November 20, 2023, (the “LDRs”). The project proposes to use a General PUD with three separate buildings on adjusted lots that include a financial institution at the corner of Shelburne Rd and Swift St (lot 1); a mixed-use building fronting on Shelburne Road with first floor commercial and three (3) residential dwelling units on the second floor (lot 2); and a multifamily residential building with 27 rental units on the eastern side of the parcel (lot 3). The units on the site are proposed as rental units, no individual sale of units is proposed. The project also includes associated parking, landscaping, sidewalks, and other site amenities that are shown on the plan set. A. Project Narrative & Description Existing Conditions The project is located in the Commercial 1 – Residential 15 (C1-R15) zoning district and the following overlay districts: Urban Design Overlay (Secondary Node), Traffic Overlay, and Transit Overlay District. In the Traffic Overlay district, the project is in the Major Intersections – Zone 1. The project involves three (3) existing parcels located at the intersection of Shelburne Road and Swift Street, see below for a description of each existing parcel. 760 Shelburne Road o Parcel contains a convenience store and gas station o Access to this parcel is provided by curb cuts located on Shelburne Road and Swift Street Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 2 of 10 764 Shelburne Road o Parcel contains the former Pizza Hut restaurant o Access to this parcel is from a curb cut off Shelburne Road 31 Swift Street o Parcel contains a single-story mixed-use, multi-tenant building with auto repair and office uses o Access to this parcel is provided by a curb cut from Swift Street As noted above, access to the existing parcels is via four (4) existing curb cuts – two from Shelburne Road and two from Swift Street. There is a pedestrian crossing at the signalized intersection across Swift Street with pedestrian crossing signals. The project is located on an urban infill site and there are no natural resources on the parcel. There are no existing stormwater treatment systems onsite. Proposed Development The purpose of the Commercial 1 zoning district is to encourage the location of higher-intensity residential, retail, office, and vertically mixed uses in a manner that serves as or enhances a compact central business area. The project seeks approval for a mixed use planned unit development involving the following: demolition of the existing buildings and accessory structures; a lot line adjustment of the three existing parcels to respond to the new PUD; construction of three (3) new buildings with related site and utility improvements The project is proposed to be phased as explained further in the Construction Phasing portion this letter. Phase 1 of the project will include a financial institution (bank) at the intersection of Shelburne Road and Swift Street on the northwest portion of the site and has designated parking for the financial institution near the building. Phase 1 also includes a mixed-use two-story building along Shelburne Road, south of the proposed bank. The potential first floor uses include retail, office (general and/or medical), and personal/business service. The first-floor space is expected to contain two separate tenants. The second floor is proposed to have three (3) dwelling units that include a one-bedroom and two 2-bedroom units. Phase 2 of the project includes a multi-family three story building proposed along the eastern setback that will contain 27 total dwelling units. A subsurface parking garage is located at the basement level of the multifamily building, accessed at the southwest corner of the building. Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 3 of 10 The project reduces the number of curb cuts from four existing to two proposed – one on Swift Street and one on Shelburne Road. The consolidated curb cuts will create safer ingress and egress to and from the site. Two raised crosswalks are proposed to maintain slow internal traffic speeds and discourage cut through traffic on the lot. The Swift Street access has been located as far to the east and away from the intersection as possible to allow more distance for vehicles traveling west on Swift St to access the signalized intersection. Sidewalks are proposed throughout the project to connect the parking, building, and site amenities, and also connect to the public sidewalks along the roads at several locations. The Shelburne Road entrances to the commercial buildings are via stairs due to the site topography which slopes from east to west, toward Shelburne Road. An internal sidewalk and stairs connect the site amenity space between the two commercial buildings and to the Shelburne Road sidewalk. A two-foot brick paving strip is proposed along the east side of the surface parking to allow for the installation of EV charging stations in the future. A cross lot connection is shown at the south side of the lot to connect to the Koto restaurant parcel. Surface parking is located interior to the parcel between the buildings fronting on Shelburne Rd and the multifamily building on the east side of the parcel. A drop off zone for deliveries, loading, etc. is located at the north end of the multifamily building. Adjacent to this area, separated by a planting island, is a proposed handicap accessible parking space. This is located here because it is the shortest accessible route for the multifamily building due to the topography of the site. The project proposes three site amenity locations through the site to provide respite for both commercial and residential site users with curvilinear seating and landscaping. Stormwater, landscaping, and the site amenities are further described below and shown on the plans. The site proposes several modular block retaining and freestanding walls that unify the site. These are located in front of the commercial buildings on Shelburne Rd, between the internal driveway and Swift St, and along the west and south patio and site amenity space west of the multifamily building. B. Demonstration of Compliance The project meets the requirements and goals set forward in the South Burlington Land Development Regulations, see below for a review of specific LDR criteria. Stormwater (LDR 13.05) The project proposes to utilize multiple bioretention stormwater treatment practices to collect, treat, and convey stormwater runoff from the proposed site. The stormwater bioretention practices will include lined bioretention basins and proprietary Contech Filterra bioretention structures. Stormwater runoff will be treated in these individual practices and conveyed through a series of storm drains with final connection to the municipal storm sewer at the intersection of Shelburne Road and Swift Street. Underground pipe storage is also provided for extended detention for larger storm events. A State Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 4 of 10 Stormwater Discharge Permit (3-9050) will be obtained for this project. The proposed stormwater management of the site will meet Section 13.05 of the Land Development Regulations and the 2017 VSMM. Existing and Proposed Stormwater Plans, a stormwater design brief, and runoff modelling are included with this submission. Urban Design Overlay District (LDR 10.05.D(5)(b)) The project proposes to have the Lot 3 multifamily building set back more than 50’ from the Swift Street front lot line. In this circumstance, the LDRs require that at least 50% of the required landscaping be installed between the front building line and the front lot line. See below for a breakdown of the Lot 3 front setback planting and supplemental document “Option of Landscape Costs – Lot 3 Front Setback” document. Required Provided Lot 3 Front Setback Planting $39,750 $42,757 Landscaping (LDR 13.04) The project proposes a mix of evergreen and deciduous trees and shrubs on the site. Large shade trees are proposed interior to the site around parking areas and in green belts. Street trees are proposed where possible along the Shelburne Rd and Swift St; space along the two street frontages is limited to due conflicts with utilities, sidewalks, space constraints, signage, etc. Shrubs are planted throughout the site to add structure and seasonal interest with color, flowers, texture, etc., and to create an aesthetically pleasing space. Perennials are proposed to compliment the site design, add variety, color, and texture next to shrubs. Landscape materials for the project will help to unify the site through repetition of species and plant varieties, while also providing year-round seasonal interest through a mix of plant types. Plantings also include stormwater treatment areas in the bioretention areas and the prefabricated stormwater Filterra units. See the waiver section of this letter for a discussion on the landscape budget. Lighting (LDR 13.07) The project proposes several pedestrian scale fixtures interior to the project. All lights are cut off and downcast to comply with dark sky standards. Building mounted lights are proposed as needed on buildings for safe ingress and egress. There are several tall cobra style street fixtures proposed along Shelburne Road in front of the project area that will remain. Traffic Enclosed is a traffic impact assessment (TIA) which examines the trip generation and future congestion conditions with this Project. The TIA compared the weekday pm peak hour trip generation of the existing uses to that of the proposed uses, and determined that this Project will not increase the number pm peak hour trips. The TIA also examines the access management benefits which will result from this Project reducing the number of curb cuts onto Shelburne Rd and Swift St and locating the new curb cuts further Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 5 of 10 from the Shelburne Rd / Swift St intersection. Overall, it projects that the Shelburne Rd / Swift St intersection will continue to operate at LOS C. This Project's new access onto Swift St, which will be used by most of the trips entering and exiting the Project, will also operate at LOS C. Parking (LDR 13.02) Shared parking is proposed between the commercial and residential uses to minimize the number of spaces needed. The project proposes 65 total spaces via surface parking (38 spaces) and garage parking (27 spaces) under the multifamily building, with. ADA accessible parking spaces are located throughout the project to serve all buildings and site users. There is a total of 5 ADA accessible spaces, that include three surface ADA spaces and two handicap spaces in the subsurface parking for residents. Subsurface spaces will be reserved for residents only. The financial institute has requested a total of 11 spaces reserved for their use during business hours, these reserved spaces are shown on the plans. The remainder of the surface parking spaces will be shared between the mixed-use and residential tenants. Density For multi-family uses, the residential density is based upon 2,900 SF per dwelling unit. For the project parcel, the base residential density is 20 dwelling units (60,700 SF / 2,900 SF per unit = 20.9 dwelling units). Inclusionary Zoning As required by Article 18 of the Land Development Regulations (LDR), a minimum of 3 inclusionary rental units are required. 20 rental units x 15% = 3 inclusionary units required An offset of 3 market rate units is allowed for the fulfillment of the 3 inclusionary rental units (see LDR 18.01.F.(2)). With the offset, the allowable residential density increases to 23 dwelling units (base density of 20 dwelling units plus an offset of 3 dwelling units). In addition, the LDRs allow a density bonus for exceeding the inclusionary housing requirements (LDR 18.01.G.(2)). When an applicant voluntarily includes more than the number of inclusionary units required, upon the applicant’s request, the project shall receive, in addition to the offset units, a density bonus. The density bonus shall allow up to a maximum density of 50% more than the base maximum density permitted in the zoning district. Seven voluntary inclusionary rental units are proposed for a total of 10 inclusionary dwelling units. See the breakdown below. Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 6 of 10 Base residential density 20 dwelling units Required inclusionary rental units 3 dwelling units Voluntary inclusionary rental units 7 dwelling units Total proposed residential density 30 dwelling units (includes 10 inclusionary units) Unit makeup for the residences includes 2-bedroom units in the multifamily building; the three DUs in mixed use building include one 1-bedroom and two 2-bedrooms units. The inclusionary units are proposed in the multifamily building. For the inclusionary rental units, the maximum monthly rent will be limited to one-twelfth of 30% of the targeted HUD Area Median Income (80%) corresponding to the size of the specific unit as measured in number of bedrooms. Site Amenity (LDR 14.06.C) The site development is required to have accompanying site amenities. The site amenities use the “Snippet/Parklet” amenity category that put emphasis on high quality, fixed seating with landscaping as a primary component. The required site amenity is calculated below. Nonresidential development (6% of the building GFA) 6,590 SF x 6% = 396 SF required Residential development (60 SF for 20 or more units): 30 units x 60 SF/unit = 1,800 SF required Proposed site amenities spaces include: 1)Area along the west façade of the multifamily building (residential site amenity: 1,840 SF a.This area is a raised patio to provide separation and privacy for site users from the parking lot. The wall extends above the patio space with a safety railing on the interior of the wall because of the distance over 30” from the top of the wall to the bottom of the wall on the parking lot side. This space includes wooden curvilinear benches, landscaping at grade (on the west side), a raised landscape planter with a wooden curvilinear seat wall cap and landscaping behind. A 4’ tall wood screen fence is proposed in front of the large window for the first-floor residents to allow for privacy without blocking natural light. This space is bordered on the west and south by trees that will provide shading during summer months, but will not block views to the west for upper floors. 2)Area north of the multifamily building near the drop off area (residential site amenity): 1,830 SF a.This area includes an urban plaza environment with wooden curvilinear benches that are without backs allowing them to be used from either side. This area also includes the planted bioretention basin that with diverse shrubs and perennials. Sculptures are proposed in this amenity space along with evergreen and deciduous plantings to create a welcome respite. 3)Area between the financial and mixed-use building (commercial site amenity): 890 SF Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 7 of 10 a.This area consists of wooden curvilinear benches with interior paving and landscaping along the outside. A sidewalk and stairs provide connection from the interior of the site/parking lot to the Shelburne Road sidewalk. Total Site Amenity SF Required: 2,196 SF Total Site Amenity SF Provided: 4,560 SF All of the proposed site amenity spaces feature high quality, aesthetically pleasing curvilinear, fixed wooden benches complimented by landscaping to fulfill the criteria. Allowance for Increase Lot Coverage via supplemental On-Site Open/Civic Space or Transferable Development Rights (LDR 10.05.E) The allowed lot coverage in this district is 70% max, the project proposes a total of 74.9% , which exceeds this maximum by 4.9%, or 3,016 SF of the 60,700 SF lot. The project proposes to reduce the overall impervious from 79.1% to 73.8% and, importantly, the impervious surface will be captured and treated in accordance with City and State standards, greatly improving the site function and aesthetics. To accommodate this overage, the Applicant proposes to increase the site amenity space as allowed in the LDRs section 10.05.E(1) On-Site Open/Civic Space Option, that allows: (a) For each additional increment of lot coverage, an area on the site equal to thirty (30) percent of said increment shall be designated on the site plan for the subject parcel as one or more Snippets/Parklets and/or Pocket/Mini-Parks as enumerated in Article 11.B; To meet this requirement, the project would need to provide 30% of the 3,016 SF (4.9%) lot cover that exceeds the 70% max. This total comes to 905 SF of additional site amenity space. As demonstrated in the Site Amenity section of this letter, the required site amenity for the project is 2,196 SF. The project proposes a total of 4,560 of site amenity space; this is 2,364 SF additional space than what is required by the LDRs. This additional site amenity space that is provided on the project site exceeds the required 905 SF needed to meet LDR 10.05.E by 1,459 SF. Therefore, we believe this criterion is met. Bike Parking (LDR 13.03) The commercial buildings and multi-family building each require the minimum of 4 short term bike spaces, each bike rack provides two bicycle parking spaces. One bike rack is proposed near the mixed- use building, one is proposed near the financial institution, and four bike racks are proposed adjacent to the entry stairs on the west side of the multifamily residential building. Shared long term bike spaces and a locker will be provided in the southerly commercial building for all of the commercial uses. No changing facility or showers are proposed for the commercial uses. Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 8 of 10 Long term bike spaces will be provided in the parking garage for the residents of the multi-family building. No changing facility or showers are required for residential uses. Parking Area Width (LDR 14.06.A(2)(c)) The surface parking and affiliated drive aisles located to the side of the buildings does not exceed the building frontage widths. The proposed cumulative width of the drive aisles, parking, and circulation lanes is 185’. The proposed building frontage widths is 190’ for the two buildings (the financial institution and the mixed-use building) with frontage on Shelburne Rd and Swift St. Note that project is a corner lot and the financial institution has frontage building on both Shelburne Rd and Swift St. Context Analysis (LDR 15.C.07.F) A context analysis is provided as a separate document with these submission materials. Construction Phasing Construction phasing is proposed as two phases. Phase 1 will include the construction of the two buildings along Shelburne Rd (financial institution and mixed-use building), interior access drive, sidewalks, the Swift St rec path, site amenity spaces, parking, stormwater infrastructure utilities, and landscaping associated with the use of those buildings. Phase 2 includes the construction of the includes multifamily residential building and the remainder of the site features not constructed during the first phase. Site Amenity The required site amenity is calculated as follows. Required Provided Phase 1 6,590 SF non-residential x 6% = 396 SF 3 units x 100 SF / unit = 300 SF 890 SF of snippet park Phase 2 27 units x 60 sf / unit = 1,620 Sf 1,840 SF snippet park 3, 160 additional SF lot coverage in Urban Design Overlay = 905 SF 1,830 SF snippet park Total 2,825 SF 4,560 SF Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 9 of 10 Landscaping The required landscaping is calculated as follows. Required Provided Phase 1 $51,500 $62,756 Phase 1 & 2 $123,500 $133,769 Bicycle Parking The required bicycle parking is calculated as follows. Required Long-Term Parking Provided Long-Term Parking Required Short-Term Parking Provided Short-Term Parking Phase 1 4 4 8 4 Phase 2 27 27 4 8 Total 31 31 12 12 C. Submission Elements The submission elements included in this application package include the following: Complete Subdivision and Site Plan Development Review Application Forms Cover letter & Narrative (this document) Supplemental Maps Context Analysis Plan Set (Civil, Landscape, Architecture) List and address of abutting landowners Traffic Impact Assessment Preliminary Wastewater Allocation Preliminary ATS Water Allocation VTrans Letter Stormwater Brief Opinion of Probable Landscape Costs D. Changes from Previous Submittals This is the first formal submittal for this project. Preliminary & Final Plat Review Shelburne Road & Swift Street Project #: 22-523 February 2024 Page 10 of 10 Waiver Request The following waivers are requested for the PUD: 1)Setback – The project requests the reduction of the front yard setback from 30 feet to 10 feet as allowed in the PUD standards. 2)Landscape Budget – The minimum landscape budget requirement is $123,500, per section 13.04.G Landscaping Standards and Table 13-4 Landscaping Value Requirements of the LDRs. The total proposed budget is $133,769, which exceeds the required budget by $10,269. The proposed budget for plants is $91,169. As demonstrated on the plans, the project is well landscaped and utilizes the available areas for planting as much as possible. The remaining budget includes hardscape elements that will be integral to the site – high quality, fixed curvilinear benches throughout the site that will unify the project and create a cohesive site. We feel that the proposed plan meets the goals and intent of the LDRs by providing a well landscaped and nicely furnished site consistent with nearby properties and developments. The plan includes a diverse mix of street trees and ornamental shrubs, complimented by perennials and grasses, along the street front and in the parking areas that will both beautify the site and provide shading. The proposed benches will further compliment the site aesthetics and provide a functional place for patrons and employees to rest and gather. For these reasons, we feel a waiver is appropriate in this situation to further compliment the aesthetics of the site. If you have any questions or need additional information, please do not hesitate to contact me directly at (802) 879-6331 or by email at lucy.thayer@tcevt.com. Sincerely, Lucy Thayer, PLA TCE, Inc. 478 Blair Park Road Williston, VT 05495 Page 1 TECHNICAL MEMORANDUM Project: Bourne – Shelburne Rd & Swift St, South Burlington Date: January 12, 2023, rev. March 23, 2023 By: Roger Dickinson, PE Subject: Traffic Impact Assessment Introduction The Bourne redevelopment project (hereafter referred to as the Project) is located in the southeast corner of the intersection of Shelburne Road (US Route 7) and Swift Street in South Burlington. The Project includes consolidating three presently separate parcels into one and redeveloping the resulting parcel. The existing parcels are: #760 Shelburne Rd located on the corner - formerly Bourne’s Convenience Store; #764 Shelburne Rd - formerly the Pizza Hut restaurant, and; #31 Swift St - Bourne’s Service Center. Access to the above parcels are provided by four existing driveways; two on the east side of Shelburne Rd plus two on the south side of Swift St. This Project will reduce the total number to two; one each on Shelburne Rd and Swift St. This traffic impact assessment (TIA) examines existing and future traffic congestion conditions on the adjacent highway network in the vicinity of this Project, and analyzes the probable impacts that this Project will have on those conditions. The results of the requested analyses are presented in the following sections. Adjacent Street Network Shelburne Rd is a major arterial highway on the state highway system. Shelburne Rd along the Project’s frontage includes three northbound lanes (two for through traffic and one for right-turns onto Swift St and I-189) and two southbound lanes (for through traffic); separated by a two-way left-turn lane. Sidewalks are provided on both sides of Shelburne Rd, with a signalized crosswalk located at the Queen City Park Rd intersection just south of the Project. Swift St is a major collector local street providing one travel lane in each direction. Swift St widens along the Project’s frontage to provide separate left- and right-turn lanes at its intersection with Shelburne Rd. A sidewalk is provided along the south side of Swift St; with a crosswalk located at its intersection with Shelburne Rd. This crosswalk was signalized as part of the Vermont Agency of Transportation’s (VTrans) recently completed Shelburne Rd traffic signal replacement project. Page 2 Background Traffic Volumes Background traffic volumes on Shelburne Rd and Swift St were obtained from a 12-hour turning movement count performed at their intersection by VTrans on June 27-28, 2016. The observed pm peak hour volumes from the above turning movement count were adjusted to estimated design hour volumes (DHV) for year 2029 (project completion + 5 years) by examining data from VTrans’ Continuous Traffic Counter Station D099, located nearby on I-189. A DHV adjustment factor of +8.2% was calculated from that data. Additionally, background traffic growth factors of 0.0% (2016 to 2024) and 2.5% (2024 to 2029)1 were estimated. The resulting projected 2029 background design hour volumes (representing the No-Build analysis scenarios) at the Shelburne Rd / Swift St intersection are shown in Figure 1. Figure 1 - 2029 No-Build DHV Project-Generated Traffic This Project is located in Zone 1 of South Burlington’s Traffic Overlay District, which permits a maximum pm peak hour trip generation of 15 vehicle trip ends per hour (vte/hr) per 40,000 sf of lot size. The three lots included in this Project have a total lot size of 60,700 sf; for which the maximum permitted pm peak hour trip generation equals 22.76 vte/hr. Morning (am) peak hour trips are not limited by the Traffic Overlay District. The Traffic Overlay District permits the maximum pm peak hour trip generation to be adjusted to match the existing peak hour trip generation of the uses presently authorized and operating on the site. Thus, with one exception, this Project has available to it, for the purpose of establishing its “traffic budget”, the pm peak hour trips which are generated by the existing uses on the three lots. The one exception is 1 Continuous Traffic Counter Report (The Redbook) Based on 2021 Traffic Data, Vermont Agency of Transportation, May 2022 1837 226  417 202  1810 214 Shelburne Rd Swift St Shelburne Rd Page 3 the former Pizza Hut restaurant, which has been closed for an extended period of time, and thus is no longer an authorized and operating use. Table 1 presents the estimated peak hour trips for both the existing uses on the three parcels and for this Project. The estimated peak hour trips were calculated by using trip generation rates compiled by the Institute of Transportation Engineers (ITE) in Trip Generation2, except as noted above for the former Pizza Hut restaurant. Table 1 - Weekday Trip Generation ITE Land-Use Category Size AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Existing #712 – Small Office Building 4,260 sf 6 1 7 3 6 9 #943 – Automobile Parts & Service Center 1,500 sf 2 1 3 1 2 3 #945 – Convenience Store/Gas Station (2-8 vfp) 2,100 sf 43 42 85 51 51 102 #932 – High-Turnover (Sit Down) Restaurant a --------6 4 10 Total Trips 51 44 95 61 63 124 Proposed #220 – Multifamily Housing (Low-Rise)30 units 3 9 12 9 6 15 #822 – Strip Retail Plaza (<40 ksf)3,200 sf 8 6 14 17 18 35 #912 – Drive-In Bank 3,350 sf 19 14 33 35 35 70 Total Trips 30 29 59 61 59 120 a Calculated by applying the Traffic Overlay District Zone 1 permitted trip generation of 15 vte/hr/40,000 sf to Pizza Hut’s 0.61 acre lot size. Figure 2 presents the directional distribution of the proposed Project-generated pm peak hour trips. The overall distribution was estimated using existing traffic patterns entering and exiting the Shelburne Rd / Swift St intersection. The directional splits of traffic entering and exiting the Project at its two proposed driveways onto Shelburne Rd and Swift St were then estimated using engineering judgement; with consideration being given to the high volumes of northbound traffic and queueing which occurs on Shelburne Rd in this immediate area during the pm peak period. Combining the project-generated trips with the No-Build volumes provides the 2029 Build design hour volumes shown in Figure 3. 2 Trip Generation, Institute of Transportation Engineers, 11th Edition Page 4 Figure 2 – Proposed PM Peak Hour Trips Figure 3 - 2029 Build PM DHV Traffic Congestion Levels of service (LOS) at intersections are determined by the average control delay; measured in seconds per vehicle. The methodology for analyzing LOS is established by the Highway Capacity Manual (HCM).3 Table 2 summarizes the LOS delay thresholds for intersections. 3 Highway Capacity Manual, Transportation Research Board, 6th Edition 6 21  22  24 21 8  6 45 6 24 6 Enter 61 6 Exit 59 2 Total 120  26 Shelburne Rd Shelburne Rd Swift St Bourne Access PM Peak Hour Trips Bourne Access 1837 226  417 419 574 202 21 8  1810 214 45 6 2033 6  6 2  2018 26 Shelburne Rd Shelburne Rd Swift St Bourne Access Bourne Access Page 5 Table 2 - Intersection Level of Service Criteria LOS Avg. Delaya LOS Avg. Delaya Unsignalized Signalized Unsignalized Signalized A B C ≤10 ≤15 ≤25 ≤10 ≤20 ≤35 D E F ≤35 ≤50 >50 ≤55 ≤80 >80 a seconds per vehicle Table 3 presents the results of intersection capacity analyses performed at the Shelburne Rd / Swift St intersection and at this Project’s two proposed accesses onto Shelburne Rd and Swift St. All analyses were performed using Synchro v.11 software. Detailed analysis reports are enclosed in Appendix A. Table 3 - Intersection Levels of Service Intersection / Approach 2029 PM Build LOS Delay V/C 95% Q Shelburne Rd / Swift St Swift St WB L Swift St WB R Shelburne Rd NB T Shelburne Rd NB R Shelburne Rd SB L Shelburne Rd ST T Overall D D D B D A C 47.8 40.6 38.6 11.7 47.3 7.3 26.2 0.75 0.83 0.96 0.25 0.77 0.70 259’ 398’ 840’ 49’ 274’ 398’ Shelburne Rd / Project Access Project Access WB L/R Shelburne Rd SB L F E 107.6 38.3 0.19 0.05 25’ 25’ Swift St / Project Access Project Access NB L/R Swift St WB L C A 21.3 8.3 0.20 0.01 25’ 0’ The results of the intersection capacity analyses results indicate that the Shelburne Rd / Swift St intersection will operate at LOS C. Traffic exiting the Project at its access onto Swift St will also experience LOS C. However, traffic exiting the Project at its Shelburne Rd access will experience long delays (LOS F) during future pm peak hour traffic conditions. Vehicles desiring to exit onto Shelburne Rd at that location will be effectively blocked by northbound Shelburne Rd queuing during peak traffic periods. Access Management As noted earlier, this Project will reduce the number of accesses from four to two. The four existing accesses, and a description of how they will be modified, include: Page 6 -A 40 ft wide access onto Shelburne Rd serving the former convenience store, located 89 ft4 south of the northbound stop bar on Shelburne Rd at Swift St. This access will be closed. -A 40 ft wide access onto Shelburne Rd serving the former Pizza Hut restaurant, located 192 ft south of the above northbound stop bar. The curb cut for this access straddles the property line with the adjacent Koto restaurant, with the resulting curb cut on Shelburne Rd being 80 ft long. This access will be replaced by a new 24 ft wide access located 178 ft south of the northbound stop bar on Shelburne Rd. This new access will be physically separate from the one serving the Koto restaurant. -A 30 ft wide access onto Swift St serving the former convenience store, located 58 ft east of the westbound stop bar on Swift St at Shelburne Rd. This access will be closed. -A 30 ft wide access onto Swift St serving Bourne’s Service Center, located 148 ft east of the above westbound stop bar. This access will be replaced by a new 24 ft wide access located 193 ft east of the westbound stop bar on Swift St. The above proposed accesses have been located to maximize the spacing between them and the Shelburne Rd / Swift St intersection as much as possible. Where the proposed accesses overlap with existing ones, the existing accesses will be completely removed. This Project also includes provisions for a future interior connection with the Koto restaurant parcel to the south so that traffic traveling between the two parcels will not be required to use Shelburne Rd. The proposed accesses to this Project will improve access management on both Shelburne Rd and Swift St; providing reduced vehicular and pedestrian conflicts, a corresponding improvement in future traffic safety conditions, and more efficient traffic flow. Conclusions The results of the above examination of future traffic conditions with the proposed Project indicate the following: -That its pm peak hour trip generation will be slightly less than that of the existing uses on the three parcels being consolidated and redeveloped. -Future traffic congestion conditions at the Shelburne Rd / Swift St intersection and this Project’s proposed access onto Swift St will be LOS C. -Traffic exiting this Project’s proposed access onto Shelburne Rd will experience long delays and poor levels of service (LOS F) during future peak hour traffic conditions. Knowing this, Project- generated exiting trips will instead gravitate to exit via Swift St, where they will be able to turn onto Shelburne Rd at a signalized intersection. 4 All distances are to the center of the access. NOTE: The traffic calculations and associated Traffic Impact Assessment (Last Revised 3/23/2023) are based on the previous iteration of the proposed project (for conservative purposes) including 30 units of Low-Rise Multifamily Housing (ITE Land Use #220), 3200 SF of Strip Retail Plaza (ITE Land Use #822) and 3350 SF of Drive-In Bank (ITE Land Use #912). The proposed project, included in this application, will actually generate fewer trips than the prior iteration as the previous drive-in bank has been replaced with a Walk-In Bank (ITE Land Use #911) which has a lower trip generation. Regardless, both the prior and current iterations of the project will slightly reduce the PM Peak Hour trips from the site’s existing/previous uses, the Shelburne Road/Swift Street and project’s Swift Street access will be LOS C, and exiting traffic from the project site will gravitate to the Swift Street access due to the delays associated with exiting onto Shelburne Road. APPENDIX A Intersection Capacity Analyses HCM 6th Signalized Intersection Summary 2029 PM DHV 3: Shelburne Rd & Swift St Build 2029 PM Build rev.syn 03/23/2023 Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h)202 417 1810 214 226 1837 Future Volume (veh/h)202 417 1810 214 226 1837 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 1826 1826 1826 Adj Flow Rate, veh/h 202 417 1810 214 226 1837 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, %5 5 5 5 5 5 Cap, veh/h 271 502 1882 839 293 2621 Arrive On Green 0.16 0.16 0.54 0.54 0.17 0.76 Sat Flow, veh/h 1739 1547 3561 1547 1739 3561 Grp Volume(v), veh/h 202 417 1810 214 226 1837 Grp Sat Flow(s),veh/h/ln 1739 1547 1735 1547 1739 1735 Q Serve(g_s), s 10.0 14.0 44.9 6.6 11.2 24.8 Cycle Q Clear(g_c), s 10.0 14.0 44.9 6.6 11.2 24.8 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 271 502 1882 839 293 2621 V/C Ratio(X)0.75 0.83 0.96 0.25 0.77 0.70 Avail Cap(c_a), veh/h 271 502 1882 839 309 2621 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.3 28.1 19.7 10.9 35.7 5.7 Incr Delay (d2), s/veh 11.5 12.5 18.9 0.7 11.6 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 9.7 21.1 2.3 5.6 6.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.8 40.6 38.6 11.7 47.3 7.3 LnGrp LOS D D D B D A Approach Vol, veh/h 619 2024 2063 Approach Delay, s/veh 43.0 35.8 11.7 Approach LOS D D B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 19.2 52.8 72.0 18.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 46.0 66.0 12.0 Max Q Clear Time (g_c+I1), s 13.2 46.9 26.8 16.0 Green Ext Time (p_c), s 0.1 0.0 22.7 0.0 Intersection Summary HCM 6th Ctrl Delay 26.2 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Queues 2029 PM DHV 3: Shelburne Rd & Swift St Build 2029 PM Build rev.syn 03/23/2023 Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Group Flow (vph)202 417 1810 214 226 1837 v/c Ratio 0.77 0.73 0.97 0.23 0.77 0.70 Control Delay 60.3 32.7 43.6 2.9 55.8 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.3 32.7 43.6 2.9 55.8 7.6 Queue Length 50th (ft)111 194 503 6 123 230 Queue Length 95th (ft)#259 #398 #840 49 #274 398 Internal Link Dist (ft)500 730 375 Turn Bay Length (ft)125 225 175 Base Capacity (vph)267 582 1865 922 305 2608 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.72 0.97 0.23 0.74 0.70 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC 2029 PM DHV 5: Shelburne Rd & Bourne Build 2029 PM Build rev.syn 03/23/2023 Page 1 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 6 2018 26 6 2033 Future Vol, veh/h 2 6 2018 26 6 2033 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ---0 - Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, %5 5 5 5 5 5 Mvmt Flow 2 6 2018 26 6 2033 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 3060 1022 0 0 2044 0 Stage 1 2031 ----- Stage 2 1029 ----- Critical Hdwy 6.35 7.2 --5.4 - Critical Hdwy Stg 1 6.7 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.7 3.95 --3.15 - Pot Cap-1 Maneuver 14 196 --114 - Stage 1 53 ----- Stage 2 292 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 13 196 --114 - Mov Cap-2 Maneuver 13 ----- Stage 1 53 ----- Stage 2 277 ----- Approach WB NB SB HCM Control Delay, s 107.6 0 0.1 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--43 114 - HCM Lane V/C Ratio --0.186 0.053 - HCM Control Delay (s)--107.6 38.3 - HCM Lane LOS --F E - HCM 95th %tile Q(veh)--0.7 0.2 - HCM 6th TWSC 2029 PM DHV 7: Bourne & Swift St Build 2029 PM Build rev.syn 03/23/2023 Page 2 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 417 21 8 570 49 6 Future Vol, veh/h 417 21 8 570 49 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length ----0 - Veh in Median Storage, #0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, %5 5 5 5 5 5 Mvmt Flow 417 21 8 570 49 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 438 0 1014 428 Stage 1 ----428 - Stage 2 ----586 - Critical Hdwy --4.15 -6.45 6.25 Critical Hdwy Stg 1 ----5.45 - Critical Hdwy Stg 2 ----5.45 - Follow-up Hdwy --2.245 -3.545 3.345 Pot Cap-1 Maneuver --1106 -261 620 Stage 1 ----651 - Stage 2 ----550 - Platoon blocked, %--- Mov Cap-1 Maneuver --1106 -258 620 Mov Cap-2 Maneuver ----258 - Stage 1 ----651 - Stage 2 ----544 - Approach EB WB NB HCM Control Delay, s 0 0.1 21.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)276 --1106 - HCM Lane V/C Ratio 0.199 --0.007 - HCM Control Delay (s)21.3 --8.3 0 HCM Lane LOS C --A A HCM 95th %tile Q(veh)0.7 --0 - Preliminary & Final Plat Review – Context Analysis Shelburne Road & Swift Street Project #: 22-523 March 2024 Page 1 of 3 APPLICATION FOR PRELIMINARY & FINAL PLAT REVIEW 760 Shelburne Road, 764 Shelburne Road & 31 Swift Street As required by the Land Development Regulations section 15.C.07 F. General PUD Compatibility and Context Analysis a narrative response to the below information, within a 0.25-mile radius from the project site, must be provided. (a) Hazards, and Level I and Level II Resources regulated under Article 12. (b) Prevalent pattern of land subdivision and development in the Planning Area, as defined by block lengths; lot size and front lot line lengths; front, side, and rear setbacks; building height and coverage; and existing parking arrangements. (c) Streetscape elements, including the placement, orientation, and spacing of buildings along the street, existing and planned sidewalks, and existing or planned landscaping, street furniture, and lighting. (d) Building types and styles, including any prevalent or character-defining architectural features. Please see below for a written analysis of the development context. (a) Hazards, and Level I and Level II Resources regulated under Article 12 There are no mapped hazards on, or adjacent to, the project parcel. Level I and Level II resources are limited to mapped steep and very steep slopes. However, these slopes are limited to localized areas with a grade transition of 2-4 feet. The limited height and length of these slopes on a developed parcel minimize potential adverse impacts. (b) Prevalent pattern of land subdivision and development in the Planning Area, as defined by block lengths; lot size and front lot line lengths; front, side, and rear setbacks; building height and coverage; and existing parking arrangements. The existing development on Shelburne Road within a 0.25-mile radius has a widely varied development pattern. The lands to the north and northeast are primarily comprised of the 189 interchange, overpass, and road infrastructure; these lands are not described in detail below because they do not contain buildings, blocks, or parking. Lands in the southeast portion of the context area is primarily residential (Lindenwood Drive, Brewer Parkway); the southwest context area is mostly composed of a single large commercial development (Hannaford) and smaller scale commercial development; in the west/northwest section of the context area the development is mixed commercial and also contains state uses (corrections facility). Preliminary & Final Plat Review – Context Analysis Shelburne Road & Swift Street Project #: 22-523 March 2024 Page 2 of 3 Block lengths on Shelburne Rd vary; on the east side of the road, the block length of the project parcel is approximately 550 ft, and the next block to the south is roughly 490 ft. On the west side of Shelburne Rd, the one block that falls within the context area is approximately 655 ft long. On Swift St there is only one discernable block on the north side of the road, from the intersection with Shelburne Rd to Farrell St., that is 1,195 ft in length. The lot sizes are variable depending on the type of development. The commercial lots near the project are mostly in the 0.5 to 1.5-acre range, with the largest lot being 12.6 acres (Hannaford) and one of the smallest commercial lots being 0.21 acres. The lots in residential areas are smaller, approximately ranging from 1/4 to a 1/3 acres in size. Setbacks and parking arraignments also vary in the context review area. On Shelburne Rd, there are commercial buildings and gas canopies that have small setbacks (±10’) and are close to the road with parking to the side and rear of the buildings. The rest of the buildings on Shelburne Rd are set back farther from the road (±70-80’) with parking in the front yard, between the buildings and Shelburne Rd. The residential homes, accessed from side streets, are consistently setback approximately 25-30’. On the north side Swift St, the setbacks are more or less consistent in the context area, set back in the 20-30’ range with parking mostly in the rear, with the exception of a few parcels (Denny’s, the corrections facility, and at 10 Farrell St). On the south side of Swift St. the setbacks are larger, approximately 80’ or greater, with parking the front and side of the building. The parcel immediately east of the project site has a setback of ±12-15’, which is consistent with the Bourne Service Center building (part of the project area) that is also setback ±12-15’. Building heights are another diverse element in the context area. Along Shelburne Rd, there are a mix of single story (both flat roof and gabled) buildings and gas station canopies, as well as one and a half and two-story buildings. Residential buildings are mostly in the two-story range. On Swift St, the buildings are mostly one to two stories tall, however newer buildings on Swift St are taller and range from three to four stories tall. The residential development feels smaller because of the consistent tree canopy with lower and more frequent building massing, while Shelburne Rd is much more open, with no consistent tree canopy, has irregular building massing without repetition and a plethora of utilities. Swift St. is similar to Shelburne Rd. however the building massing is more consistent with smaller, closer buildings on the west end of Swift St., becoming more spread out and larger is mass and scale to the east. The lot coverage on Shelburne Rd and Swift St commercial lots has a high proportion of impervious cover with limited green space. The residential parcels typically have more green space than impervious cover, with impervious cover limited to driveways and buildings. Preliminary & Final Plat Review – Context Analysis Shelburne Road & Swift Street Project #: 22-523 March 2024 Page 3 of 3 (c) Streetscape elements, including the placement, orientation, and spacing of buildings along the street, existing and planned sidewalks, and existing or planned landscaping, street furniture, and lighting. Shelburne Rd streetscape elements include sidewalks, large road sign infrastructure, tall cobra style light fixtures, utilities (overhead lines, transformers, etc.), gas/fueling signs, and commercial free-standing sign structures. These elements are not regularly spaced, but are prevalent in this corridor. There is one bus shelter with a bench and no consistent street tree presence. Trees and landscaping are mostly set back from the road, and feature like walls and fences are mixed – there are stone, fences that are split rail or ornamental metal. The pattern and spacing of buildings is irregular, some buildings are close together while others are farther apart. There are no sidewalks on the dead-end residential streets. Sidewalks (±5’ wide) line both sides of Shelburne Rd with a narrow green strip between the road. The residential areas have a consistent pattern and small scale feel from the repetitious nature of the streetscape spacing between homes on smaller (±0.3 ac) lots, presence of front lawns, shade trees, landscaping and regular street presence that makes the space feel more intimate. Elements like benches, bus shelters, signage, etc. that found on Shelburne Rd are not present here. On Swift St there are irregular street trees along the road with overhead utilities. The South Burlington Bike Path follows Swift St on the south side of the road as does a bike lane; on the north side of the road there is a disconnected sidewalk in front of the corrections facility. Street trees and ornamental landscaping become more regular and consistent on the larger commercial lots near the intersection with Farrell St. There are no bus shelters, benches, or other prevalent street element present in this context area of Swift St. (d) Building types and styles, including any prevalent or character-defining architectural features. The nearby residential neighborhood contains multiple one and two-story single-family building types, including Cape cod, Colonial, and National. These are predominantly constructed using typical building materials such as, horizontal lap siding, asphalt shingles, and double hung windows. Commercial buildings located nearby range from one to three stories in height in with various exterior materials, including brick, metal siding, and wood. Styles range from renovated single- family homes with pitched roofs to one story strip malls, metal storage buildings, and 3-story brick office buildings that utilize flat roofs. With such a diverse array of building types and uses, there is not a single architectural style that is prevalent to the neighborhood or context area, or a character defining feature. Landscape Budget Requirement (Land Development Code Article 13): Estimated Construction Cost: $11,600,000 3% First $250K……....…....$7,500 2% Second $250K…….….$5,000 1% Remaining………………...$111,000 Required Landscape Budget: $123,500 SYM QTY SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION COMMENTS / SPACING COST PER PLANT(installed)TOTAL TREES AB 2 Abies balsamea 'Phanerolepis'Caanan Fir 6-8' HT B&B As Shown, Full $840 $1,680 AF 4 Acer freemanii 'Autumn Blaze'Autumn Blaze Freeman Maple 2.5" Cal B&B Limb to 7' HT $1,000 $4,000 AAM 10 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 8-10' HT B&B Multistem, 3 or more trunks $810 $8,100 AMS 1 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 8-10' HT B&B Single stem $810 $810 CC 5 Carpinus caroliniana American Hornbeam 2.5" Cal B&B Limb to 5' HT $1,010 $5,050 GT 2 Gleditisia triacanthos var inermis 'Halka'Halka Thornless Honeylocust 2.5" Cal B&B Limb to 7' HT $1,080 $2,160 NS 3 Nyssa sylvatica "Green Gable'Green Gable Black Tupelo 2.5" Cal B&B Limb to 7' HT $1,075 $3,225 PS 7 Prunus sargentii 'Pink Flair'Pink Flair Sargent Cherry 2.5" Cal B&B Limb to 5' HT $900 $6,300 SHRUBS BM 7 Buxus microphylla 'Green Mountain'Green Mountain Boxwood #3/18" SP Cont.As Shown $165 $1,155 CAR 5 Clethra alnifolia 'Ruby Spice'Ruby Spice Summersweet #2 Cont.4' O.C.$84 $420 CAH 18 Clethra alnifolia 'Hummingbird'Hummingbird Summersweet #2 Cont.4' O.C.$84 $1,512 CS 12 Cornus sericea 'Arctic Fire'Red Twig Dogwood #2 Cont.3 Cane min., 30" HT $86 $1,032 CSK 25 Cornus sericea 'Kelseyii'Kelsey Compact Red Twig Dogwood #1 Cont.3 Cane min., 30" HT, 30" O.C.$54 $1,350 HAP 3 Hydrangea anomola petiolaris Climbing Hydrangea #3 Cont.As Shown $115 $345 HAI 23 Hydrangea arborescens 'Invincibelle'Invincibelle Hydrangea #2 Cont.4' O.C.$84 $1,932 HAL 9 Hydrangea arborescens 'Invincibelle Limetta'Invincibelle Limetta Hydrangea #2 Cont.3' O.C.$86 $774 IVF 6 Ilex verticillata 'Berry Heavy'Winterberry Holly #2 Cont.As Shown, Female $84 $504 IVM 2 Ilex verticillata 'Jim Dandy'Winterberry Holly #2 Cont.As Shown, Male $86 $172 JH 51 Juniperus horizontalis 'Bar Harbor'Bar Harbor Creeping Juniper 18" SP Cont.3' O.C.$81 $4,131 RS 11 Rhododendron maximum 'Roseum'Rhododendron #4 Cont.As Shown $145 $1,595 RAG 60 Rhus aromatica 'Gro-low'Gro-Low Fragrant Sumac #2 / 24 SP Cont.4' O.C.$86 $5,160 RR 31 Rosa rugosa Saltspray Rose #2 Cont.4' O.C.$72 $2,232 SBT 44 Sprirea betulifolia 'Tor'Tor Spirea 15" HT Cont.3' O.C.$78 $3,432 SJL 25 Spirea japonica 'Little Princess'Little Princess Japanese Spirea 15" HT Cont.3' O.C.$78 $1,950 SAW 40 Spirea x bumalda 'Anthony Waterer'Anthony Waterer Spirea 15" HT Cont.3' O.C.$84 $3,360 TM 4 Taxus x media 'Ever-Low'Ever-Low Creeping Yew #2 / 24 SP Cont.As Shown $132 $528 VT 4 Viburnum trilobum 'Wentworth'Cranberrybush Viburnum 3-4' HT Cont. / B&B As Shown $180 $720 PERENNIALS AD 48 Aruncus dioicus Goatsbeard #1 Cont.36" O.C.$23 $1,104 AN 45 Aster novae-anglae New England Aster #1 Cont.24" O.C.$22 $990 CAK 102 Calamagrostis × acutiflora 'Karl Foerster'Feather Reed Grass #1 Cont.24" O.C.$24 $2,448 EPM 109 Echinacea purpurea mix Purple Coneflower #1 Cont.24" O.C.; Use equal mix: 'Pica Bella','Mellow Yellow', 'Santa Fe', 'Sensation Pink','Soft Orange' in groups of 3+$24 $2,616 EP 55 Echinacea purpurea 'Magnus'Magnus Purple Coneflower #1 Cont.24" O.C.$23 $1,265 HM 118 Hakenechloa macra Hokone Grass #1 Cont.24" O.C.$30 $3,540 HMA 40 Hakenechloa macra 'Aureola'Golden Hokone Grass #1 Cont.18" O.C.$33 $1,320 HS 65 Hosta spp.Hosta species #1 Cont.Use variaties: Guacalome, Francee,Mouse Ears, Halycone in groups of 5+$33 $2,145 HSS 13 Hosta 'Sum and Substance'Sum and Substance Hosta #1 Cont.36" O.C.$32 $416 IVE 51 Iris versicolor Blue Flag Iris #1 Cont.24" O.C.$23 $1,173 MML 9 Miscanthus sinensis 'Morning Light'Morning Light Maiden Grass #2 Cont.4' O.C.$30 $270 PVN 109 Panicum virgatum Switchgrass #1 Cont.24" O.C. Use mix: Heavy Metal, Northwind,Shenandoah $25 $2,725 SS 80 Schizachyrium scoparium 'Blue Paradise'Blue Paradise Little Bluestem #1 Cont.24" O.C.$26 $2,080 SH 227 Sporobolus heterolepis Prairie Dropseed #1 Cont.18" O.C.$24 $5,448 Total Site Planting COST:$91,169 Hardscape Site Elements QTY UNIT COST PER UNIT TOTAL Site Furnishings Benches 142 LF $300 $42,600 Hardscape COST:$42,600 TOTAL LANDSCAPE COST:$133,769 Last Revised 03/01/2024 Preliminary & Final Plat | March 2024 Prepared by TCE FRONT SETBACKLandscape Budget Requirement (Land Development Code Article 13): Estimated Construction Cost: $7,200,000 3% First $250K……....…....$7,500 2% Second $250K…….….$5,000 1% Remaining…..………..$67,000 Required Landscape Budget: $79,500 Required Landscape Setback Budget: $39,750 SYM QTY SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION COMMENTS / SPACING COST PER PLANT(installed)TOTAL TREES AB 1 Abies balsamea 'Phanerolepis'Caanan Fir 7-8' HT B&B As Shown, Full $840 $840 AF Acer freemanii 'Autumn Blaze'Autumn Blaze Freeman Maple 2.5" Cal B&B Limb to 7' HT $1,025 $0 AAM 6 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 8-10' HT B&B Multistem, 3 or more trunks $810 $4,860 AMS Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 8-10' HT B&B Single stem $810 $0 CC 1 Carpinus caroliniana American Hornbeam 3-3.5" Cal B&B Limb to 5' HT $1,675 $1,675 GT 2 Gleditisia triacanthos var inermis 'Halka'Halka Thornless Honeylocust 2.5" Cal B&B Limb to 7' HT $1,080 $2,160 NS 1 Nyssa sylvatica "Green Gable'Green Gable Black Tupelo 2.5" Cal B&B Limb to 7' HT $1,075 $1,075 PS 4 Prunus sargentii 'Pink Flair'Pink Flair Sargent Cherry 2.5" Cal B&B Limb to 5' HT $900 $3,600 SHRUBS BM 3 Buxus microphylla 'Green Mountain'Green Mountain Boxwood #3/18" SP Cont.As Shown $174 $522 CAR Clethra alnifolia 'Ruby Spice'Ruby Spice Summersweet #2 Cont.4' O.C.$84 $0 CAH Clethra alnifolia 'Hummingbird'Hummingbird Summersweet #2 Cont.4' O.C.$84 $0 CS 8 Cornus sericea 'Arctic Fire'Red Twig Dogwood #2 Cont.3 Cane min., 30" HT $86 $688 CSK 5 Cornus sericea 'Kelseyii'Kelsey Compact Red Twig Dogwood #2 Cont.3 Cane min., 30" HT, 30" O.C.$54 $270 HAP Hydrangea anomola petiolaris Climbing Hydrangea #3 Cont.As Shown $120 $0 HAI Hydrangea arborescens 'Invincibelle'Invincibelle Hydrangea #2 Cont.4' O.C.$84 $0 HAL Hydrangea arborescens 'Invincibelle Limetta'Invincibelle Limetta Hydrangea #2 Cont.3' O.C.$86 $0 IVF 3 Ilex verticillata 'Berry Heavy'Winterberry Holly #2 Cont.As Shown, Female $84 $252 IVM 1 Ilex verticillata 'Jim Dandy'Winterberry Holly #2 Cont.As Shown, Male $86 $86 JH 6 Juniperus horizontalis 'Bar Harbor'Bar Harbor Creeping Juniper 18" SP Cont.3' O.C.$81 $486 RS 6 Rhododendron maximum 'Roseum'Rhododendron #5 Cont.As Shown $145 $870 RAG 46 Rhus aromatica 'Gro-low'Gro-Low Fragrant Sumac #2 / 24 SP Cont.4' O.C.$86 $3,956 RR Rosa rugosa Saltspray Rose #2 Cont.4' O.C.$72 $0 SBT 11 Sprirea betulifolia 'Tor'Tor Spirea 15" HT Cont.3' O.C.$78 $858 SJL 7 Spirea japonica 'Little Princess'Little Princess Japanese Spirea 15" HT Cont.3' O.C.$78 $546 SAW Spirea x bumalda 'Anthony Waterer'Anthony Waterer Spirea 15" HT Cont.3' O.C.$84 $0 TM Taxus x media 'Ever-Low'Ever-Low Creeping Yew #2 / 24 SP Cont.As Shown $133 $0 VT 3 Viburnum trilobum 'Wentworth'Cranberrybush Viburnum #7 Cont. / B&B As Shown $185 $555 PERENNIALS AD 15 Aruncus dioicus Goatsbeard #1 Cont.36" O.C.$32 $480 AN 25 Aster novae-anglae New England Aster #1 Cont.24" O.C.$28 $700 CAK Calamagrostis × acutiflora 'Karl Foerster'Feather Reed Grass #1 Cont.24" O.C.$33 $0 EPM 67 Echinacea purpurea mix Kims Knee High Purple Coneflower #1 Cont.24" O.C.$38 $2,546 EP 30 Echinacea purpurea 'Magnus'Magnus Purple Coneflower #1 Cont.24" O.C.$33 $990 HM 164 Hakenechloa macra Hokone Grass #1 Cont.24" O.C.$45 $7,380 HMA Hakenechloa macra 'Aureola'Golden Hokone Grass #1 Cont.18" O.C.$33 $0 HS Hosta spp.Hosta species #1 Cont.Use variaties: Guacalome, Francee,Mouse Ears, Halycone in groups of 5+$42 $0 HSS Hosta 'Sum and Substance'Sum and Substance Hosta #1 Cont.36" O.C.$42 $0 IVE 20 Iris versicolor Blue Flag Iris #1 Cont.24" O.C.$27 $540 MML Miscanthus sinensis 'Morning Light'Morning Light Maiden Grass #2 Cont.4' O.C.$35 $0 PVN 36 Panicum virgatum Switchgrass #1 Cont.24" O.C. Use mix: Heavy Metal, Northwind,Shenandoah $33 $1,188 SS 40 Schizachyrium scoparium 'Blue Paradise'Blue Paradise Little Bluestem #1 Cont.24" O.C.$27 $1,080 SH 138 Sporobolus heterolepis Prairie Dropseed #1 Cont.18" O.C.$33 $4,554 LOT 3 FRONT SETBACK Site Planting COST:$42,757 Hardscape Site Elements QTY UNIT COST PER UNIT TOTAL Site Furnishings Benches LF $300 $0 Sculpture EA $3,000 $0 Hardscape COST:$0 TOTAL LANDSCAPE COST:$42,757 Last Revised 03/01/2024 Opinion of Landscape Costs - Lot 3 Front Setback Shelburne Road & Swift Street22-523 Prepared by TCE Preliminary & Final Plat | March 2024 Landscape Budget Requirement (Land Development Code Article 13): Estimated Construction Cost: $4,400,000 3% First $250K……....…....$7,500 2% Second $250K…….….$5,000 1% Remaining………………...$39,000 Required Landscape Budget: $51,500 SYM QTY SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION COMMENTS / SPACING COST PER PLANT(installed)TOTAL TREES AB Abies balsamea 'Phanerolepis'Caanan Fir 6-8' HT B&B As Shown, Full $840 $0 AF 4 Acer freemanii 'Autumn Blaze'Autumn Blaze Freeman Maple 2.5" Cal B&B Limb to 7' HT $1,025 $4,100 AAM 7 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 8-10' HT B&B Multistem, 3 or more trunks $810 $5,670 AMS 1 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry 8-10' HT B&B Single stem $810 $810 CC Carpinus caroliniana American Hornbeam 3-3.5" Cal B&B Limb to 5' HT $1,675 $0 GT Gleditisia triacanthos var inermis 'Halka'Halka Thornless Honeylocust 2.5" Cal B&B Limb to 7' HT $1,080 $0 NS 2 Nyssa sylvatica "Green Gable'Green Gable Black Tupelo 2.5" Cal B&B Limb to 7' HT $1,075 $2,150 PS 7 Prunus sargentii 'Pink Flair'Pink Flair Sargent Cherry 2.5" Cal B&B Limb to 5' HT $900 $6,300 SHRUBS BM 2 Buxus microphylla 'Green Mountain'Green Mountain Boxwood #3/18" SP Cont.As Shown $174 $348 CAR 5 Clethra alnifolia 'Ruby Spice'Ruby Spice Summersweet #2 Cont.4' O.C.$84 $420 CAH 5 Clethra alnifolia 'Hummingbird'Hummingbird Summersweet #2 Cont.4' O.C.$84 $420 CS Cornus sericea 'Arctic Fire'Red Twig Dogwood #2 Cont.3 Cane min., 30" HT $86 $0 CSK 20 Cornus sericea 'Kelseyii'Kelsey Compact Red Twig Dogwood #1 Cont.3 Cane min., 30" HT, 30" O.C.$54 $1,080 HAP Hydrangea anomola petiolaris Climbing Hydrangea #3 Cont.As Shown $120 $0 HAI 5 Hydrangea arborescens 'Invincibelle'Invincibelle Hydrangea #2 Cont.4' O.C.$84 $420 HAL 8 Hydrangea arborescens 'Invincibelle Limetta'Invincibelle Limetta Hydrangea #2 Cont.3' O.C.$86 $688 IVF 3 Ilex verticillata 'Berry Heavy'Winterberry Holly #2 Cont.As Shown, Female $84 $252 IVM 1 Ilex verticillata 'Jim Dandy'Winterberry Holly #2 Cont.As Shown, Male $86 $86 JH 29 Juniperus horizontalis 'Bar Harbor'Bar Harbor Creeping Juniper 18" SP Cont.3' O.C.$81 $2,349 RS 5 Rhododendron maximum 'Roseum'Rhododendron #4 Cont.As Shown $145 $725 RAG 30 Rhus aromatica 'Gro-low'Gro-Low Fragrant Sumac #2 / 24 SP Cont.4' O.C.$86 $2,580 RR 25 Rosa rugosa Saltspray Rose #2 Cont.4' O.C.$72 $1,800 SBT 44 Sprirea betulifolia 'Tor'Tor Spirea 15" HT Cont.3' O.C.$78 $3,432 SJL 18 Spirea japonica 'Little Princess'Little Princess Japanese Spirea 15" HT Cont.3' O.C.$78 $1,404 SAW 10 Spirea x bumalda 'Anthony Waterer'Anthony Waterer Spirea 15" HT Cont.3' O.C.$84 $840 TM Taxus x media 'Ever-Low'Ever-Low Creeping Yew #2 / 24 SP Cont.As Shown $133 $0 VT Viburnum trilobum 'Wentworth'Cranberrybush Viburnum 3-4' HT Cont. / B&B As Shown $185 $0 PERENNIALS AD Aruncus dioicus Goatsbeard #2 Cont.36" O.C.$32 $0 AN Aster novae-anglae New England Aster #2 Cont.24" O.C.$28 $0 CAK 102 Calamagrostis × acutiflora 'Karl Foerster'Feather Reed Grass #2 Cont.24" O.C.$33 $3,366 EPM 109 Echinacea purpurea mix Kims Knee High Purple Coneflower #2 Cont.24" O.C.$38 $4,142 EP 25 Echinacea purpurea 'Magnus'Magnus Purple Coneflower #2 Cont.24" O.C.$33 $825 HM Hakenechloa macra Hokone Grass #2 Cont.24" O.C.$45 $0 HMA 20 Hakenechloa macra 'Aureola'Golden Hokone Grass #1 Cont.18" O.C.$33 $660 HS 42 Hosta spp.Hosta species #2 Cont.Use variaties: Guacalome, Francee, Mouse Ears, Halycone in groups of 5+$42 $1,764 HSS 7 Hosta 'Sum and Substance'Sum and Substance Hosta #2 Cont.36" O.C.$42 $294 IVE 15 Iris versicolor Blue Flag Iris #2 Cont.24" O.C.$27 $405 MML 3 Miscanthus sinensis 'Morning Light'Morning Light Maiden Grass #2 Cont.4' O.C.$35 $105 PVN 69 Panicum virgatum Switchgrass #2 Cont.24" O.C. Use mix: Heavy Metal, Northwind,Shenandoah $33 $2,277 SS 40 Schizachyrium scoparium 'Blue Paradise'Blue Paradise Little Bluestem #2 Cont.24" O.C.$27 $1,080 SH 108 Sporobolus heterolepis Prairie Dropseed #2 Cont.18" O.C.$33 $3,564 Total Site Planting COST:$54,356 Hardscape Site Elements QTY UNIT COST PER UNIT TOTAL Site Furnishings Benches 28 LF $300 $8,400 Hardscape COST:$8,400 TOTAL LANDSCAPE COST:$62,756 Last Revised 03/01/2024 Opinion of Landscape Costs - PH 1 Shelburne Road & Swift Street22-523 Prepared by TCE Preliminary & Final Plat | March 2024