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Home My WebLink AboutAgenda 07_SD-23-07_600 Spear St_600 Spear FJT LLC_F#SD-23-07 Staff Comments 1 1 of 13 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SD-23-07_Spear St #600_Spear FJT LLC_FP_2023-06- 06.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: May 31, 2023 Plans received: April 18, 2023 600 Spear Street Final Plat Application #SD-23-07 Meeting date: June 6, 2023 Owner/Applicant 600 Spear FJT, LLC c/o Frank Von Turkovich 1 National Life Drive Montpelier, VT 05604 Property Information Tax Parcel 1640-00600 Residential 4 Zoning District 8.63 acres Engineer TCE 478 Blair Park Road Williston, VT 05495 Location Map #SD-23-07 Staff Comments 2 2 of 13 PROJECT DESCRIPTION Final plat application #SD-23-07 of 600 Spear FJT, LLC for a planned unit development on an existing 8.66 acre lot developed with 7,000 sf storage building and single family home. The planned unit development consists of one 6.10 acre lot containing 32 dwelling units in four-family buildings, a 1.80 acre lot containing the storage building and existing single family home proposed to be converted to a duplex, and a third lot containing proposed city streets, 600 Spear Street. PERMIT HISTORY The most recent approval for the property was in 1983, which refers to a single family home and a construction business and prohibits automobile repair and sales. The 2006 UVM Master Plan refers to the parcel north of this property as the Miller Research Complex, and the parcel south of this property as the Deslauriers 1963 and 1980 Tracts, and envisions continued agricultural uses for these locations for the present time. These parcels are located in the Institutional & Agricultural zoning districts. The sketch plan was reviewed on October 20, 2021, and the preliminary plat was approved on April 21, 2023. CONTEXT The property is located in the Residential 4 Zoning District and includes lands within the Interstate Highway Overlay district. The property has an inherent density of 34 dwelling units, with the potential for an affordable housing density bonus of 4 to 9 units (allowing a total of 42 to 51 units) if the affordable units are income restricted to families earning no more than 80% AMI. At this time the applicant has not chosen to include affordable units. The applicant obtained City Council approval for an exemption from interim zoning with IZ-20-02. Since the preliminary plat was submitted on May 24, 2021, the application is subject to the Land Development Regulations effective December 28, 2020. COMMENTS Development Review Planner Marla Keene and Director of Planning and Zoning Paul Conner (“Staff”) have reviewed the plans submitted on 4/18/2023 and offer the following comments. Numbered items for the Board’s attention are in red. A) ZONING DISTRICT AND DIMENSIONAL STANDARDS Setbacks, Coverages & Lot Dimensions The project will consist of three lots: the lot containing the existing commercial building to remain, the lot proposed to be dedicated to the City as a public right-of-way, and the eastern lot proposed for 24 homes in six buildings, and open space. The applicant has indicated an intent to install a solar PV array across a portion of this easternmost lot, between the homes and the Interstate. The maximum lot coverage is 40% for residential use and 20% for non-residential use. The Board found given the large portion of the lot reserved for solar field (which are not subject to local regulations pursuant to 24 VSA 4413(b), and #SD-23-07 Staff Comments 3 3 of 13 incidentally, only the supports would be considered as contributing to lot coverage), the allowable lot and building coverages were likely to be met, but required the applicant to demonstrate compliance with dimensional standards at the final plat stage of review. Swift Street Zoning District Required Existing Proposed Lot 1 Proposed Lot 2  Min. Lot Size 6,000 s.f./unit residential, 40,000 s.f. non-residential 8.63 ac  Max. Building Height 28’ 22’ commercial, 28’ residential 22’ commercial, 28’ residential 24.5 ft.  Max. Building Coverage 20% Residential; 30% Non-residential 3% Max. Overall Coverage 40% Residential; 60% Non-residential 6%  Max Front Setback Cov. 30% Non-residential See note.  Min. Front Setback, Spear St 50 ft. from Planned ROW (Total 58 ft.) 72 ft. 72 ft. n/a Min. Front Setback, all other streets Waiver to 10 ft. approved at preliminary plat N/A 10 ft 10 ft  Min. Side Setback 10 ft. Appx 10’ Appx. 10’ 55 ft  Min. Rear Setback 30 ft. Appx. 925’ N/A Appx. 550 ft  Zoning compliance Note: The property includes an approved commercial use. The portion of the existing front setback coverage for the commercial use is far less than 30%. The proposed use of the building is a common space for residents. The Board determined at preliminary plat that the proposed use of the building will no longer qualify as commercial. B) SITE PLAN REVIEW STANDARDS 14.6 General Review Standards Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: A. Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. Due attention by the applicant should be given to the goals and objectives and the stated land use policies for the City of South Burlington as set forth in the Comprehensive Plan. The Board at preliminary plat found this criterion met. B. 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. #SD-23-07 Staff Comments 4 4 of 13 The applicant has provided elevations for the proposed buildings, which are all proposed to have the same architecture. The Board found at preliminary plat that the buildings generally have a strong relationship to one another and to the street, with some exceptions discussed under 14.07F below. Pedestrian movement is discussed under PUD criterion 8 and 9 below. Plantings are discussed below under Site Plan Review Criterion 14.07D. For 32 one-bedroom homes in multi-family structures, 30 parking spaces are required. The applicant is proposing 67 off-street parking spaces and eight on-street parking spaces. (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. The Board found this criterion met at preliminary plat. No changes affecting compliance with this criterion are proposed. (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. The Board found this criterion met at preliminary plat. No changes affecting compliance with this criterion are proposed. C. 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. At the preliminary plat hearing, the Board discussed with the applicant that the existing steel building to remain does not relate well to the proposed structures. The Board concluded that in order to meet these criteria, modifications to the existing steel building to remain are necessary. The Board and applicant reviewed several potential avenues to improve compliance. The intention of the modifications is to make the building appear as part of this project rather than a vestige from the prior use of the site. The applicant has proposed modifications to the interior and exterior of the building, described in an Architectural Memo and shown on the project plans. 1. Staff recommends the Board invite the applicant to present how they believe the proposed modifications successfully integrate the existing building into the project in both form and function, and for the Board to determine if they find these criteria met. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: A. 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 #SD-23-07 Staff Comments 5 5 of 13 arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The Board at preliminary plat found the north-south roadway and sidewalks must be extended to the northern and southern property boundary as part of the final plat application. The applicant has made this modification. The applicant has provided a draft irrevocable offer of dedication (IROD) and warranty deed for the future public roadway which must be reviewed and approved by the City attorney prior to issuance of a zoning permit for the proposed roadway. As noted by the Director of Public Works at the preliminary plat stage of review, the City may not choose to exercise the offer until such time that the streets connect to future to be public streets. As presently constituted just within this development, the streets serve more as internal drives than city streets that exist to the good of the general public. Maintaining the streets in the winter would also be problematic under the current proposal given the demarcation point between proposed public and private streets. At preliminary plat, the applicant testified that they have negotiated with the adjacent property owner to the south to allow the proposed ROW to be located partially on the adjoining land. The draft legal document conveys the land to the applicant but does not permit the applicant to convey the necessary land to the City of South Burlington. 2. Since this is a proposed public road, the applicant must revise their easement document to allow the applicant to convey the lands on the adjoining land to the City of South Burlington. Staff considers this can be a condition of approval, but recommends the Board confirm with the applicant that they will be able to make the necessary changes, since this is a critical element of the project. B. 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 15.13, Utility Services, shall also be met. Wire served utilities are proposed to be underground. The proposed electrical transformer is not screened. The applicant has screened the transformer as required under 13.06. Staff considers this criterion met. C. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (ie, non-dumpster, non-large drum) shall not be required to be fenced or screened. The Board found this criterion met at preliminary plat. No changes affecting compliance with this criterion are proposed. D. Landscaping and Screening Requirements. See Article 13, Section 13.06 Landscaping, Screening, and Street Trees. Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening shall be required for all uses subject to planned unit development review. The minimum landscape requirement for this project is determined by Table 13-9 of the South Burlington Land Development Regulations. The applicant estimates the building cost to be $4,000,000. The required minimum landscape value would therefore be $47,500. The applicant has provided $82,605 in trees and shrubs, perennials, and a large quantity of plantings in #SD-23-07 Staff Comments 6 6 of 13 the stormwater treatment areas. Street trees valued at $24,730 are not considered as contributing to the required minimum landscaping cost and are not included in the above numbers. Required minimum landscaping costs are met. Several additional landscaping standards apply to this property, as follows. 13.06B Landscaping of Parking Areas All off-street parking areas subject to review by the Development Review Board shall be curbed and landscaped with appropriate trees, shrubs and other plans including ground covers as approved by the Development Review Board. (1) All off-street parking areas shall be landscaped around the perimeter of the lot with trees, shrubs and other plants. Perimeter planting shall be set back from the curb sufficiently to allow for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade and canopy for the parking lot. In some situations it may be necessary both for surveillance purposes and for the perception of safety to install the size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. The applicant has placed great emphasis on creating a courtyard configuration consistent with current land development regulations, with transitions between private but visually accessible space (a deck, stoop or porch), semi-private space (plantings, yard area that would be used predominantly by a unit’s residents), and common space (the civic space). This configuration has not resulted in much space for perimeter plantings. The applicant has located deciduous trees along both northern and southern parking areas at the exterior of the lot. The Board found at preliminary plat that the applicant must improve compliance with this criterion by providing additional plantings to screen the northwestern parking lot, both from the adjacent parcel to the north and from the existing home to the west. Staff considers the condition of preliminary plat to have been addressed. (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. This criterion is not applicable; all proposed parking areas contain 28 or fewer parking spaces. (3) All interior and perimeter planting shall be protected by curbing unless specifically designed as a collection and treatment area for management of stormwater runoff as per 13.06(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. The Board at preliminary plat included a finding requiring the portions of the north western parking area adjacent to the landscaping area and the portion of the north eastern parking area adjacent to the sidewalk to be curbed. The applicant has addressed this condition of preliminary plat. (4) Landscaping Requirements (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt-tolerant. #SD-23-07 Staff Comments 7 7 of 13 The City Arborist reviewed the plans, and Staff shared the comments with the applicant. The applicant updated the plans on May 25, and Staff considers the comments to have been addressed. (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. The Board at preliminary plat required the applicant to address this criterion is not met for the south western parking area. The Board finds the applicant must revise their plans to meet this criterion as part of the application for final plat. (c) Trees shall have a caliper equal to or greater than two and one-half (2 ½) inches when measured on the tree stem, six (6) inches above the root ball. This criterion is met for the parking lot shade trees. (6) 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. 3. Staff recommends the Board require the applicant to remove the snow storage area from the tree bed north of Building 3 as a condition of approval. Staff considers there is adequate snow storage without this area. While it ultimately is the applicant’s responsibility to maintain landscaping in a vigorous growing condition, Staff considers the conditions of approval should be such that the applicant is likely to be able to meet this responsibility. 13.06C Screening or Buffering (1) All off-street parking areas, off-street loading areas, outdoor storage areas, refuse, recycling, and compost collection (excluding on-site composting) areas, and utility improvements such as transformer(s), external heating and cooling equipment shall be effectively screened. (2) Such screening shall be a permanently maintained landscape of evergreen or a mix of evergreen and deciduous trees and shrubs, and/or a solid fence. (3) The landscaping shall be designed to minimize erosion and stormwater runoff, and to protect neighboring residential properties from the view of uses and parking areas on the site. The landscaping shall be of such type, height, and spacing, as in the judgment of the Development Review Board, will effectively screen the activities on the lot from the view of persons standing on adjoining properties. The plan and specifications for such planting shall be filed with the approved plan for the use of the lot. (4) A solid wall or fence, of location, height, and design approved by the Development Review Board, may be substituted for the required planting. (5) Modifications. Where the existing topography and/or landscaping provides adequate screening or would render the normally required screening inadequate, the Development Review Board may modify the planting and/or buffer requirements by, respectively, decreasing or increasing the requirements. Screening of transformers is discussed under 14.07B above. Screening of parking areas is discussed under 13.06B above. E. Modification of Standards. Except within the City Center Form Based Code District, where the #SD-23-07 Staff Comments 8 8 of 13 limitations of a site may cause unusual hardship in complying with any of the standards above and waiver therefrom will not endanger the public health, safety or welfare, the Development Review Board may modify such standards as long as the general objectives of Article 14 and the City's Comprehensive Plan are met. However, in no case shall the DRB permit the location of a new structure less than five (5) feet from any property boundary and in no case shall be the DRB allow land development creating a total site coverage exceeding the allowable limit for the applicable zoning district in the case of new development, or increasing the coverage on sites where the pre-existing condition exceeds the applicable limit. No modification of standards beyond the front setback waiver discussed above has been requested. F Low Impact Development. The use of low impact site design strategies that minimize site disturbance, and that integrate structures, landscaping, natural hydrologic functions, and various other techniques to minimize runoff from impervious surfaces and to infiltrate precipitation into underlying soils and groundwater as close as is reasonable practicable to where it hits the ground, is required pursuant to the standards contained within Article 12. The project is proposing a distributed stormwater management system consisting of five treatment areas. This represents a further consolidation of stormwater treatment when compared to the preliminary plat plans. The City Stormwater section reviewed the plans, provided feedback, and the applicant submitted revised plans on May 25, 2023. The City Stormwater section reviewed the revised plans on May 30, 2023 and offers the following comments. 1. Sheet C3-03: Pipe from DMH 5 to Gravel Wetland 4 conflicts with solar field fence. Please ensure clear access to entire length of pipe for future maintenance. Applicant Response: This pipe has been realigned to avoid conflict with the solar field fence. See updated C3-03 Stormwater Utility Plan in the revised plan set. 2. City follow-up comment: No updated sheet C3-03 was received. On C2-00, C2-03, C4-02 and others, the pipe was still shown in conflict. 3. Sheet C8-402: a. Gravel wetland detail: 6” perforated subdrain is called out as wrapped in fabric. Please remove fabric detail to minimize clogging. b. Perforated riser detail: please provide justification for fabric around perforated riser. Applicant Response: Fabric has been removed from both the subdrain and riser details. See updated Sheet C8-402, attached. City follow-up comment: The Gravel Wetland – Typical Section detail on C8-402 still has a note to wrap the 6” underdrain in fabric. 4. EPSC: please consider using the footprints of the gravel wetlands as temporary sediment basins during construction. Applicant Response: Sheet C5-01 has been updated to include use of the gravel wetland footprints as temporary sediment basins during construction. City follow-up comment: The callout provided is very vague. Notes/details should be provided to make it clear to the contractor that the footprint of the gravel wetland can be used as a temporary sediment basin during construction and then reconstructed into a gravel wetland once the contributing drainage area is stabilized. The Vermont Standards and Specifications for #SD-23-07 Staff Comments 9 9 of 13 Erosion Prevention & Sediment Control also provide additional details on Temporary Sediment Basins. Staff recommends the Board require the applicant to address the comments of the City Stormwater Section as a condition of approval. G. Standards for Roadways, Parking and Circulation. Standards of Section 15.12 Standards for Roadways, Parking, and Circulation shall be met. Relevant criteria of 15.12 are as follows. 15.12 Standards for Roadways, Parking and Circulation A. Street Layout. The arrangement of streets in the subdivision shall provide for the continuation of arterial, collector and local streets of adjoining subdivisions and for proper projection of arterial, collector and local streets through adjoining properties that are not yet subdivided, in order to make possible necessary fire protection, movement of traffic and construction or extension, presently or when later required, of needed utilities and public services such as recreation paths, sewers, water and drainage facilities. Where, in the opinion of the Development Review Board, topographic or other conditions make such continuance undesirable or impracticable, the above conditions may be modified. In no case shall gates of any kind be permitted across public or private roads, or driveways serving more than one dwelling unit. With the sidewalk modifications noted above, Staff considers this criterion will be met. D. Criteria for Public and Private Roadways. (3) Private roadways allowed. The DRB may at its discretion approve a roadway or roadways within a subdivision or PUD to be private if one or more of the following situations applies: (d) The proposed roadway has only one (1) point of access on another existing or proposed public roadway, and serves nine (9) or fewer dwelling units in any combination of single-family, duplex or multi-family dwellings. (f) The homes built on a private roadway must be sprinklered to the satisfaction of the South Burlington Fire Chief. All proposed sprinkler systems must be reviewed and agreed upon prior to plat approval. This requirement may be waived be the DRB upon recommendation by the City of South Burlington Fire Chief. The Board found this criterion met at preliminary plat. No changes affecting compliance with this criterion are proposed. E. Standards for Construction of Roadways (1) All streets shall be constructed completely by the applicant. (2) All public roadways shall be built to the specifications in Table 15-1,Figure 15-1, and the Transect Zone Street Typologies contained within Article 11 unless specifically authorized otherwise by the DRB in its final approval of the subdivision or PUD. Local roads are required to have a 50-ft ROW with a minimum pavement width of 28-ft including parking. The applicant has proposed 20-ft of drive lane and 8-ft of parking where parking exists. See comments regarding right of way dedication above. The required 5-ft of green space between the street and the sidewalk has been provided. #SD-23-07 Staff Comments 10 10 of 13 It appears that the sidewalks across the private driveways are at grade and the road comes to meet them, which is consistent with DPW specifications for driveways. If the sidewalks instead are tipped down at the curb, a detectable warning must be provided. 4. Staff recommends the Board ask the applicant to clarify both verbally during the hearing and as a condition of approval by adding spot grades to the plan. (3) All private roadways shall be built to the specifications set forth in this section with the exception of curbing and widths. All private roadways shall be a minimum width of twenty-six (26) feet with parking and twenty (20) feet without parking. The Board found this criterion met at preliminary plat. No changes affecting compliance with this criterion are proposed. C) PLANNED UNIT DEVELOPMENT STANDARDS (1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The South Burlington Water Department reviewed the provided plans on May 30, 2023 and offers the following comments. 1. Water lines outside the City ROW are considered private. Access must be granted to the SBWD to perform routine maintenance and access to building shut-offs for planned, unplanned, and disconnection purposes. Sheet Specific Comments-Plan Sheet C3-02 1. Remove the second 4” gate valve before each flushing hydrant as they are duplicates. 2. The water main on the incoming road off Spear Street still shows 8”C900. Is this supposed to be 8” DI? 3. See CWD Specs for service line material requirements. 4. Contact Nate Pion, CWD Chief Engineer for comments regarding the bike path connection over the CWD transmission main on Spear St. 5. 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. 6. Additional comments are found directly on the Wastewater and Water Utility Plan, Sheet C3-02. The applicant has received preliminary water and wastewater allocation. Staff recommends the Board require the applicant to address the comments of the South Burlington Water Department as a condition of approval. Staff notes the applicant has obtained concurrence of Nate Pion, CWD Chief Engineer, and the South Burlington Deputy Director of Capital Projects for the design of the bike path connection over the CWD transmission main. (2) Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the #SD-23-07 Staff Comments 11 11 of 13 project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The project will disturb more than one acre of land and therefore will be required to obtain a state General Permit for construction. Comments related to erosion prevention and sediment control are incorporated into the Stormwater Section’s comments above. (3) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. The project is calculated as generating 25 vehicle trips per PM peak hour. 15.12F requires the project not result in level of service below “D” at the adjacent major roadway, and at the nearest signalized intersections. The Board finds no detailed traffic study to be necessary for this project. The applicant is proposing a crosswalk on Spear Street at the entrance to the project connecting to the existing recreation path. The City Council decision granting interim zoning exception (IZ-20-02) found that the applicant must include a Repeating Rapid Flashing Beacon (RRFB), or other infrastructure designed to facilitate pedestrian and bicycle crossing from the subject parcel to the Spear Street recreation path in its application to the Development Review Board. A connection and RRFB has been provided. 5. The Board at preliminary plat included a requirement that the applicant propose a timeline for its completion relative to the number of homes constructed at the final plat stage of review. This has not been done. Staff recommends the Board ask the applicant to propose a timeline, and determine whether it is acceptable, prior to closing the hearing. (4) The project’s design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project’s impact on natural resources. The project is proposed to impact two areas of Class III wetlands and buffers. The Board found this criterion met at preliminary plat. No changes affecting compliance with this criterion are proposed. (5) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Visual compatibility and compatibility with the comprehensive plan are addressed in accordance with 14.06A above. (6) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The Board at preliminary plat found the applicant must propose a timeline for completion of the interior commons area relative to the number of homes constructed as part of the application for final plat. The applicant has proposed a phasing plan on sheet C2-04. Staff supports the proposed phasing. (7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not #SD-23-07 Staff Comments 12 12 of 13 be limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. The Fire Marshal’s office reviewed the provided plans on April 21, 2023 and indicated that due to the narrower width of the east-west segment of roadway, no parking signs should be provided on both sides of the street. The applicant has addressed this comment and incorporated no parking signs into the plans. (8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. (9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. Most of the elements of these criteria are discussed elsewhere in this document. The Director of Public Works provided the following comments on May 5, 2023. • The applicant is informed, and understands, that this pump station and force main will remain privately owned. The City will not take responsibility for a force main that runs under the interstate. • The applicant must coordinate with CWD and the City of South Burlington to design a connection to the path on Spear Street that meets ADA standards and reasonably accommodates the CWD transmission main in this location. Proposed lighting fixtures for the public street are not consistent with City standards. City policy is to limit illumination except at street intersections. The applicant’s proposed lighting plan is consistent with this policy. Private lighting fixtures and illumination levels appear to meet the requirements of the LDR. (10) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). A discussion of consistency with Comprehensive Plan is provided under site plan review standards above. (11) The project’s design incorporates strategies that minimize site disturbance and integrate structures, landscaping, natural hydrologic functions, and other techniques to generate less runoff from developed land and to infiltrate rainfall into underlying soils and groundwater as close as possible to where it hits the ground. See discussion above under Site Plan Review standard pertaining to Low Impact Development. D) OTHER Energy Standards Staff notes that all new buildings are subject to the Stretch Energy Code pursuant to Section 3.15: Residential and Commercial Building Energy Standards of the LDRs. In addition, new buildings must comply with the City Heating Ordinance. These standards apply to buildings for which zoning permits #SD-23-07 Staff Comments 13 13 of 13 have not yet been applied, regardless under which LDR they were approved. 13.14 Bicycle Parking and Storage One short-term space is required for every 10 units, or 4 spaces. These spaces must be located near building entrances. In July, the applicant indicated they intend to provide two long-term bicycle parking spaces per unit, which exceeds the minimum required long term bicycle parking by 32 spaces. The applicant may apply excess long-term bicycle parking towards up to 50% of the minimum required short term bicycle parking. Therefore the applicant must provide two short-term bicycle parking spaces. It appears the applicant has provided two short-term bicycle parking spaces per building, for a total of 16, as well as two short-term bicycle parking spaces at the existing building to remain. Long-term bicycle parking spaces are required to be distributed between uses and entrances. Staff considers bicycle parking standards to be met. RECOMMENDATION Staff recommends that the Board work with the applicant to address the issues identified herein. Respectfully submitted, Marla Keene, Development Review Planner 121121EXISTING PLAN & ELEVATIONSScale: 1/8" = 1'-0"EXISTING FIRST FLOOR PLAN1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xEC1 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT METAL BUILDINGSCHEMATICDESIGN Scale: 1/8" = 1'-0"EXISTING SOUTH ELEVATION2Scale: 1/8" = 1'-0"EXISTING WEST ELEVATION3Scale: 1/8" = 1'-0"EXISTING NORTH ELEVATION4Scale: 1/8" = 1'-0"EXISTING EAST ELEVATION5 121EXISTING ROOF TRIM. PAINTNEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHT W/ UNITNUMBER TYP.DOWN LIGHTSOLID PANELREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGBUILDINGSIGNAGEGLASS INFILL WALL WITHMURAL BEHINDDOOR AND WINDOWFRAMES PAINTED BLACKOVERHEAD DOORS PAINTEDBLACKPROVIDE PRICING OPTIONFOR ALUMINUM FRAMEAWNINGS WITH ALUMINUMPANELSNEW GUTTERS AND DOWNSPOUTS TIE INTO EXISTINGDRAINAGE121EXISTING ROOF TRIM. PAINTNEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHT W/ UNITNUMBER TYP.DOWN LIGHTREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGBUILDINGSIGNAGESTOREFRONT GLASS WALLDOOR AND WINDOWFRAMES PAINTED BLACKOVERHEAD DOORS PAINTEDBLACKPROVIDE PRICING OPTIONFOR ALUMINUM FRAMEAWNINGS WITH ALUMINUMPANELSWOOD BENCHCANOPY SUPPORT, WOODSIDINGCANOPY ROOF, CREATECRICKET TO DRAIN TO EACHSIDE.STOREFRONT WINDOWSINFILL EXISTING DOOR OPENINGWITH STOREFRONT WINDOWSWOOD FLAT SIDINGEXISTING EXPOSED CONCRETESOLID PANELSOLID PANELCORNER POSTWRAPPED IN METALPAINTED HORIZONTALWOODPROPOSED ELEVATIONS Scale: 1/4" = 1'-0"PROPOSED SOUTH ELEVATION OP A1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA2 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT METAL BUILDINGSCHEMATICDESIGNScale: 1/4" = 1'-0"PROPOSED WEST ELEVATION2Scale: 1/4" = 1'-0"PROPOSED SOUTH ELEVATION OP B1 121BUILDINGSIGNAGENEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHTOPERABLE WINDOWSSOLID PANEL, PAINT TOMATCH DOORSREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGFRAME OF DOORS & WINDOWSPAINTED BLACKPAINT ROOF DARK GRAYROOF TRIM AND GUTTERPAINTED BLACKWALLS PAINTED BRICK REDPROPOSED ELEVATIONS Scale: 1/4" = 1'-0"PROPOSED NORTH ELEVATION1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA3 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT METAL BUILDINGSCHEMATICDESIGNScale: 1/4" = 1'-0"PROPOSED EAST ELEVATION2 REPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)PAINT WALL WITHCOMMUNITY MURALEXISTING OVERHEAD DOOREXISTINGOFFICEEXISTINGBATHROOMEXISTINGSHOP SPACEINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDINTERIOR NOT MEASURED33 - 50sf. TENANTSTORAGE SPACESTENANT BIKE SHOPTENANT WORK SHOPREPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)LOADING AREAEXISTING OVERHEAD DOOREXISTING OVERHEAD DOOR123456789101112131417191816201521223323322431253026292728CARTSTORAGECARTSTORAGEMAINTAIN 60" CORRIDORSEXISTING OVERHEAD DOOREXISTINGOFFICEEXISTINGBATHROOMEXISTINGSHOP SPACEINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDTENANT BIKE SHOPTENANT WORK SHOPREPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)LOADING AREAEXISTING OVERHEAD DOOREXISTING OVERHEAD DOOR08111007120613CARTSTORAGEWINDOW SEATCOMMUNITY WORKTABLETENANT SHARED OFFICESPACECOFFEE BAR15161718192025242322211426020103040509PROPOSED ELEVATIONS Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA1 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT METAL BUILDINGSCHEMATICDESIGNScale: 3/16" = 1'-0"PROPOSED FLOOR PLAN OP A1Scale: 3/16" = 1'-0"PROPOSED FLOOR PLAN OP B2 123ARCHITECTURALSHINGLESCLAPBOARDSIDINGCLADWINDOWSSTAINED TIMBERPOSTSC235TW3046TW3046C235TW3046TW3046TW3046TW3046123100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8" 30'-8"TW3046128C2351210TW2046TW3046TW3046TW3046C235C235ARCHITECTURALSHINGLESCLAPBOARDSIDINGCLADWINDOWSSTAINEDSCREEN WALLTO STAIRS,BIKES, WALKTROUGH TOLAWNSTAINED TIMBERPOSTSSTAINED TIMBERPOSTSPAINTED TRIMTW3046C235C235100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8"100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR129' - 6 3/4"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"11'-0" 29'-6 3/4"100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8" 30'-8"128STAINED WOODSCREEN DOORSSTAINED TIMBERSTAIRS ANDRAILINGARCHITECTURALSHINGLESPAINTED WOODSIDING123PROPOSED ELEVATIONS Scale: 1/4" = 1'-0"SIDE ELEVATION1Scale: 1/4" = 1'-0"STREET SIDE ELEVATION2Scale: 1/4" = 1'-0"CONNECTOR SECTION2Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA3 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN TW3046TW3046128TW3046TW3046C235C235PAINTED TRIMPAINTED WOODSIDINGCLADWINDOWSSTAINED TIMBERPOSTSTW3046TW30461210TW3046TW3046TW3046TW3046TW3046TW3046TW3046TW3046PAINTED TRIMPAINTED WOODSIDINGCLADWINDOWSSTAINED TIMBERPOSTSSTAINEDSCREEN WALLARCHITECTURALSHINGLES100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR129' - 6 3/4"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"11'-0"29'-6 3/4"TW3046TW3046TW3046TW3046STAINED TIMBERPOSTS100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8" 30'-8"TO STAIRS,BIKES, WALKTROUGH TOLAWNPROPOSED ELEVATIONS Scale: 1/4" = 1'-0"SIDE ELEVATION1Scale: 1/4" = 1'-0"LAWN ELEVATION2Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA4 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN 10234812UP7541 12'-1 1/4"28'-0"11'-6"30'-0"4'-9"12'-1 1/4"2'-0"7'-5"18'-7"3'-6" 9 1/2"UNIT BBEDROOMENTRYDININGKITCHENLIVINGBIKESTORAGETRASH /RECYCLINGCOVEREDAREA28'-0"10'-7"30'-0"UNIT ABEDROOMENTRYDININGKITCHENLIVINGDECK5'-0"13'-6"9'-6"DECK2 63 4'-0"PROPOSED FIRST FLOOR PLANScale: 1/4" = 1'-0"FIRST FLOOR PLANS1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA1 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN BEDROOM 1DININGLIVINGUNIT D1023481223456789101112131DN14 ENTRYOPEN TOBELOW28'-0"12'-1 1/4"28'-0"30'-0" 30'-0"28'-0"12'-1 1/4"28'-0"11'-0" 10'-7"DECK15 KITCHENBEDROOM 1DININGLIVINGUNIT EENTRYKITCHEN9 1/2"DECKROOF16 PROPOSED SECOND FLOOR PLANScale: 1/4" = 1'-0"SECOND FLOOR PLANS1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA2 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN SOUTH BURLINGTON, VERMONT 600 Spear Street Engineer & Landscape Architect: Trudell Consulting Engineers (TCE) 478 Blair Park Road Williston, VT 05495 (802) 879-6331 Owner/Applicant: 600 Spear FJT, LLC 600 Spear EBT, LLC One National Life Montpelier, VT 05604 (802) 578-2536 Architect: TiMic Drafting & Design Thetford & Montpelier, VT (802) 793-6862 FINAL PLAT SUBMISSION SET (NOT FOR CONSTRUCTION) TCE PROJECT NO: 19-268 05/18/23 NOT FOR CONSTRUCTIONLAST 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: Final Plat TAX ID: SPAN: 600-188-11469 PARCEL: 1640-00600 Sheet List Table Sheet Number Sheet Title No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF ESSIONAL E N G INEERLICEN S E D S1-02 P.U.D. Plat C1-00 Legend & Notes C1-01 Existing Conditions C2-00 Overall Site Plan C2-01 Entrance Plan C2-02 Layout & Materials Plan C2-03 Grading Plan C2-04 Phasing Plan C3-01 Utility Plan Overview C3-02 Wastewater and Water Utility Plan C3-03 Stormwater Utility Plan C3-04 Utility Crossing Plan C4-01 Existing Stormwater Plan C4-02 Proposed Stormwater Plan C4-03 Annotated Maintenance Plan C5-01 Overall EPSC Plan C6-01 Plan and Profile C6-02 Plan and Profile C6-03 Sewer Plan and Profile C8-101 Site Details C8-102 Site Details C8-201 Sanitary Details C8-202 Sanitary Details C8-203 Pump Station Profile C8-204 Pump Station Plan View C8-301 Water Details C8-401 Stormwater Details C8-402 Stormwater Details C8-403 Stormwater Notes C8-501 Erosion Details C8-502 EPSC Low Risk Handbook Sheet 1 C8-503 EPSC Low Risk Handbook Sheet 2 VAOT D20 Highway Crossing Sleeves C10-01 Emergency Vehicle Diagram C10-02 Snow Storage Diagram C10-03 Pavement Marking & Signage Plan LA1-01 Landscape Plan LA1-02 Landscape Plan LA2-01 Landscape Details LA2-01 Landscape Details LI1-01 Lighting 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. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF ESSIONAL E N G INEERL ICEN S E D 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 ØØØØSSèèèè124 FM W CD UD RD FD G OH UG 124 W D CD UD RD FD G OH UG ØØØØØØS 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 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 OR (CALL 811). 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.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. 10.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. 11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 12.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. 13.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. 14.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. 15.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. 16.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE. 17.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. 18.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. 19.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.) 20.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER. 21.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. 22.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. 23.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. 24.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. 25.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. 26.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. 27.ALL ADA ACCESSIBLE WALKWAYS CANNOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. RAMPS CANNOT EXCEED 8.33% RUNNING SLOPE AND 2% CROSS SLOPE, AND HANDICAP PARKING STALLS AND ACCESS AISLES CANNOT EXCEED 2% SLOPE IN ANY DIRECTION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. Legend & Notes C1-00 5/14/2021 19-268 AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 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. 18" TP- SURVEY CANOPY LIGHT FLOOD OR WALL LIGHT W YARD DRAIN (YD)Y 1 03/18/22 TCERevised Layout GAS OR ELECTRICAL METER SPAN: 600-188-11469 PARCEL: 1640-00600 2 03/31/23 TCEFinal Plat SOUTH BURLINGTON WATER RECORD DRAWING REQUIREMENTS: RECORD DRAWINGS PREPARED BY A VT LICENSED PROFESSIONAL ENGINEER SHALL BE PROVIDED TO THE SOUTH BURLINGTON WATER DEPARTMENT IN PDF AND AUTOCAD FORMAT AFTER CONSTRUCTION. RECORD DRAWINGS SHALL INCLUDE TIES TO ALL GATE VALVES AND CURB STOPS IN SUB-METER ACCURACY. 3 05/23/23 TCEStaff Comments DDDDDDDDM M M OHOHG UG UGOHOHOH OHOHOHOHWWWWWWWWWWW W ØØØØØØØØØØØØØØØW ØØØØØØØØØØ2" UT UT 2" 18" MAPLE 24" MAPLE INTERSTATE 89 SCLASS II WETLAND EXISTINGAPARTMENTEXISTING COMMERCIAL BUILDING 35 401/36 37 38 RIM=299.34 TOP OF iIN = 291.64 BOTTOM OF iIN (SLUDGE) = 290.94 TOP OF iOUT = 290.84 BOTTOM OF iOUT (SLUDGE) = 290.34 RIM=299.56 TOP OF PIPE =293.96 EXISTING SEPTIC TANK iIN = ± 296.0 ASSUMED LOCATION EXISTING SEPTIC AREA MAILBOX TYPICAL ASSUMED LOCATION OF WATER SERVICE EXISTING WATER SERVICE EXISTING SEPTIC TANK REFERENCE EC-4-0700 ASSUMED LOCATION OF WATER SERVICE TBM NAIL IN POLE #38 ELEV.=303.02 CLASS III WETLAND CLASS III WETLAND CLASS II WETLAND AS DELINEATED ON 10/21/2019 BY KARINA DAILEY, P.W.S. AND BRITTANY LEBEAU. CLOTHESLINE BLUE SPRUCE BLUE SPRUCE N/F UVM & STATE AGRICULTURAL COLLEGE N/F REGINALD C. & ROSE M. HEBERT N/F UVM & STATE AGRICULTURAL COLLEGE N/F UNIVERSITY OF VERMONT N/F UVM & STATE AGRICULTURE COLLEGE N/F ROBERT COUILLARD CLASS II WETLAND WETLAND CONTINUES SOUTH WETLAND CONTINUES NORTHWEST 50' S.B U RL. CLASS III WETL A N D BUFF E R 50' S.BURL.CLASS IIIWETLANDBUFFER50' WETLAND BUFFER50'WETLANDBUFFER18" CMP i = 286.0 12" CMP i = 293.59 i = 293.58 OVERHEAD DOOR (TYP.) DOORWAY (TYP.) 291 297 290 289288 288 289 290 291 28 7291292293294 295296297298299300297298299300301289290291 292 293 295 294 298295296297294293292291290 298 291 292 29 3 2 9 4 2 9 5296 291 2922 9 3 294 2962952942993003002992 9 8 29 7 29 6 2 9 6 2 9 7 29 8 299 299295 296 297 298 299299 298 299 298 297 296295294 295298 298 300 299 298 297 296 295294 296295 294293292 28 8 2 8 9288 289290291287290 2892 9 0291 292293294 294 292293294295 29 8 2962 9 5 298 297 299 2 9 9 299 301300 301298297296295WW WWWWW301301301301301300300300300300299299299299299298298298298298297297297 297297297297297296296296296CB-RIM=295.8 i(S)15" HDPE= 291.4 i(N)15"HDPE=290.9 SUMP=290.05 CB-RIM=295.35 i(S)15" HDPE= 293.4 SUMP=292.7 CB-RIM=292.9 i(S)15" HDPE= 288.7 i(N)15"HDPE=288.15 SUMP=287.2 PAVED BIKE PATH OH OH WATER MANHOLE-RIM=298.8 TOP 24" D.I. WATERLINE= 293.8 i(OUT TO WEST) 4" PVC=290.9 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING 24" D.I. WATER MAIN 12" AC WATER MAIN APPROX. LOCATION PER CWD 0 Feet Graphic Scale 50 100 150 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Existing Conditions C1-01 5/14/2021 1" = 50' 19-268 RMP AAD AAD 336 600 Spear 600 Spear Street South Burlington, Vermont PROJECT LOCATION EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF FEBRUARY 2021. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 12). A TRIMBLE R6 RTK GPS UNIT 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, UNLESS NOTED AS SUCH. sur you should probably change this note right? is everything else ok re notes? 7.THE WETLAND DELINEATION SHOWN ON THIS PLAN WAS PERFORMED ON 10/21/2019, ACCORDING TO STANDARDS OF THE 1987 US ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL AND THE NORTHEAST REGIONAL SUPPLEMENT. THIS DELINEATION WAS PERFORMED BY KARINA DAILEY, P.W.S. AND BRITTANY LEBEAU OF TRUDELL CONSULTING ENGINEERS. 4 42 21 3 3 6 6 5 5 7 7 1 2 02/07/23 TCEADDTIONAL TOPO-FOR BIKE PATH DDDDDG UG UGOHOHOH OHOHWWWWWWW W ØØW ØØØØØØØØØØUT UT INTERSTATE 89 SINTERSTATE 89 NWWWWW301301300299299298298297297297 296D 10' SETBACK INTERSTATE 89 SEXISTING BUILDING TO REMAIN FUTURE CITY STREET EXTENSION 10' SIDE SETBACK150' INTERSTATE SETBACK 10'10'10' SETBACK50'R.O.W.50' R.O.W G UG UG UG UGOHOHOHOH OHOHS W W ØØØW ØØØØØØUT UT UT UT 401/36 37 38 N/F REGINALD C. & ROSE M. HEBERT N/F ROBERT COUILLARD 293300 295296300299298297290 290 290 295 295290 2 9 5 295 295 300 290295 2 9 5 300WWW290 295 290 10' SETBACK BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM S UG DDDD DDDDDDD D D D D D D D D D D D D WW S BUILDING 3 BUILDING 4 WDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D DD S S S SDD299298 296297 298298299300300 299 299298299299299 299 299 298298 297 29829729 8 298 294295296297 298 300 294 295 296295294294295296 2 9 8 299 299 299 294 295296 299 299 299 297 296 295 296 295 297 296295 297 296 298 297296298296 298 294 295 293 296 288290 292 NEW CITY STREETNEW CITY STREET 6' BENCH, TYP. STORMWATER TREATMENT AREA, TYP. EXISTING BUILDING TO REMAIN EXISTING RESIDENTIAL BUILDING TO REMAIN MOWN WALKING PATH DUMPSTER AREA WITH SCREEN FENCE CURB, TYP. CURB, TYP. MOUNTABLE CURB FOR EMERGENCY ACCESS, TYP. 10' 10'10' SETBACKFFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 ACCESS TO SOLAR AREA PERGOLA WITH SEATWALL WWWWWWWWWSSSSS S S S S S S S S S SSS 298 3 0 0 299299297 EMERGENCY TURN AROUND 299 299299 G G G G G G G GGGGGG G G G G G G G G G UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUG UG UG UG 50'R.O.W.MULTIUSE PATH PROPOSED50' R.O.W.297 50' R.O.W 298STORMWATER TREATMENT AREA, TYP. 299 DETECTABLE WARNING SURFACE (TYP.)DROP CURB, 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. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Overall Site Plan C2-00 5/14/2021 As Shown 19-268 PJM AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont PROJECT INFORMATION: 1.OWNER/APPLICANT: 600 SPEAR FJT, LLC 600 SPEAR EBT, LLC ONE NATIONAL LIFE DRIVE - M230 MONTPELIER, VERMONT 05604 2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600 3.PHYSICAL ADDRESS 600 SPEAR STREET OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403 4.PARCEL SIZE: 8.63± ACRES 5.ZONING DISTRICT: RESIDENTIAL 4 6.THE THE WETLAND DELINEATION SHOWN ON THIS PLAN WAS PERFORMED ON 10/21/2019 ACCORDING TO THE STANDARDS OF THE 1987 US ARMY CORPS OF ENGINEERS AND THE 212 REGIONAL SUPPLEMENT. THE DELINEATION WAS PREFORMED BY KARINA DAILEY, P.W.S. AND BRITTANY LEBEAU. OVERALL PLAN 1" = 50'-0"A B CORE DEVELOPMENT PLAN 1" = 30'-0" 15°±VT GridMagneticNOTE: 75 PARKING SPACES ACCOMMODATED ON SITE. 2/DU+27 OVERFLOW AND NON-RESIDENTIAL SPACES Revised Layout1 03/18/22 TCE Final Plat2 03/31/23 TCE Staff Comments3 05/18/23 LET DDDDDDDDDDDDDOHOHG G UG UG UG UG UG UGOHOHOHOHOHOH OHOHOHOHOHOHSWWWWWWWWWW WWWWWW W W W W W ØØØØØØØØØØØØØØØW W W UT UT UT UT UT UT 291 297 290 289 288 288 289 290 291 28 7294 295296297298299300298300 299 298 297 2962892 9 0 291292293294 292 293 294 295 2 9 8 296295 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWWWWWWW301301300299299298298297297297296289 292293294 295 296 289 291292 293 FUTURE CITY STREET EXTENSION 15 SPACES EXISTING DRIVEWAY TO REMAIN CL A S S I I 5 0 ' WE T L A N D B U F F E R CONCRETE CURB, TYP. CLASS II 50' WETLAND BUFFER DETECTABLE WARNING, SURFACE, TYP.4%W W W W W W W W W W W W W W FM FM FM D D D D D DDD299298 297 298298299300300 299 297 298 298 300 297 296 295 296 295 288290 292 30' FRONT SETBACK 10 ' S I D E SE T B A C K 10' SETBACK10' SIDESETBACKNEW CITY STREET EXISTING BUILDING TO REMAIN EXISTING RESIDENTIAL BUILDING TO REMAIN SSSSSSS S S S 8' 297299 G G G G G G G G G G UGUGUGUG UG UG UG UG UG UG UG UG UG UG UGMULTIUSE PATH PROPOSED50' R.O.W.294BIKE PATH CONNECTION 4% MAX. SLOPE 20'EXISTING BIKE PATH(2) BIKE SPACES R2 5 'R40'R25'R12' 29 3 . 0 + 29 3 . 1 + 29 5 . 0 + 29 4 . 9 +DNEXISTING DRIVEWAY TO REMAIN 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Entrance Plan C2-01 5/14/2021 1" = 20' 19-268 PJM AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 2 03/31/23 TCEFinal Plat 3 05/18/23 LETStaff Comments ØØØØØØØØØØØØØØØØØØØ289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 296 295294 294293292 294 294 289 290 291 292293294 295 296 296 290289 291292 293 297 296 D FUTURE CITY STREET EXTENSION BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 15 SPACES CLASS II 50' WETLAND BUFFER 10' SIDE SETBACK20 21 11 4 4 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSW W WWSSSSSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S UG UG DDDDDD DDDDDDDDDDDD DD D D D D D D D D D D D D D D D D D D D D WW W S S BUILDING 3 BUILDING 4 WWEV EV EV EV EV EV EV EV WALKING PATHDDDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D D DD D S S S S S S 296297 298 299298299299299 299 299298298 297 2982972 9 8 294295296297 298 294 295 296 295 294294 295296 2 9 8 299 299 299 294 295296 299 299 299 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 PROPOSED 50' CITY R.O.W.NEW CITY STREET6' BENCH, TYP. STORMWATER TREATMENT AREA, TYP. EXISTING BUILDING TO REMAIN MOWN WALKING PATH CURB, TYP. CURB, TYP. MOUNTABLE CURB FOR EMERGENCY ACCESS, TYP. 10' 10' FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 COMMUNITY GARDEN AREA ACCESS TO SOLAR AREA PERGOLA WITH SEATWALL WWWWWWWWWWWWWWS S S S S S S S S S S S S S S SSSS 5' 5' 298 3 0 0 299299297 EMERGENCY TURN AROUND 299 299299 G G G G GGGGGGGG G G G G G G G G G G G G G G UG UG UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG 297 50' R.O.W (1) BIKE SPACE ASPHALT PATH, TYP. (1) BIKE SPACE 8'20'22'9'18'22'22'18'R 2 5 ' R 1 2 'R15'R24'R 2 5 . 0 0 ' R1 5 'R30'R15'R15'5'6' 5'5'2984' STORMWATER TREATMENT AREA, TYP.299 R12' DETECTABLE WARNING SURFACE (TYP.)DROP CURB, 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. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Layout & Materials Plan C2-02 5/14/2021 1" = 20' 19-268 PJM AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 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. 9.HANDRAILS OR GUARDRAILS SHALL BE PROVIDED FOR ALL AREAS WHERE GRADE CHANGE IS 30" OR GREATER. 10.REFER TO C10-03 PAVEMENT MARKING AND SIGNAGE PLAN Revised Layout1 03/18/22 TCE Final Plat2 03/31/23 TCE 0 Feet Graphic Scale 20 40 60 PLAN COORDINATION NOTES: 1.REFER TO C10-03 MARKING AND SIGNAGE PLAN Staff Comments3 05/18/23 LET ØØØØØØØØØØØØØØØØØØØ289 290 291 292 293 295 294 298295296297294293292 291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 296 295294 294293292 294 294 289 290 291 292 293 294 295 296 296 290 289 291 292 293 297 296 D BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 SSSSSSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S UG UG DDDDDD DDDDDDDDDDDD DD D D D D D D D D D D D D D D D D D D D D S S BUILDING 3 BUILDING 4 DDDDDDDFFE 300.0 FFE 300.0 FFE 300.0 HP +300 D D DD D S S S S S S 296 297 298 299298299299 299 299 299 298298 297 29829729 8 294295 296 297 298 294 295 296 295 294 294 295 296 29 8 299 299 299 294 295 296 299 299 299 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 S S S S S S S S S S S S S S S SSSS 298 3 0 0 299299297 299 299299 G G G G GGGGGGGG G G G G G G G G G G G G G G UG UG UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG 297 HP +299.5 2% MAX.+299.3 298+299.3 2% MAX.+298.3 +299.4 BC 298.3 TC 298.7+298.7+ +299.4 299.75+ +299.8 + TC 299.5 BC 299.0 HP+ HP+HP+ 299 R=298.0 iIN=297.5 R=298.0 iIN=297.5 R=298.0 iIN=297.5 R=296.8 iIN=296.5 R=297.6 iIN=297.3 R=296.8 iIN=296.5 + TC 298.5 BC 298.0 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Grading Plan C2-03 5/14/2021 1" = 20' 19-268 PJM AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont GRADING NOTES: 1.ALL INFORMATION SHALL BE VERIFIED IN THE FIELD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2.THE CONTRACTOR SHALL USE ONE SINGLE BENCH-MARK FOR ALL WORK AND CONSTRUCTION PHASES. 3.CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION. THE GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH “DIG-SAFE” NOTIFICATION PROCEDURES. CALL DIG-SAFE AT 811 OR 1-DIG-SAFE AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. 4.THE GENERAL CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING EARTHWORK, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOPS AND BOTTOMS OF SLOPES. 5.COMPACT SUBGRADE PRIOR TO ANY FINISH GRADING. REMOVE ALL SOFT SPOTS OBSERVED OR IDENTIFIED IN FIELD. 6.ALL GRADING SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE LOCAL ARCHITECTURAL ACCESS BOARD (ABA) AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG), LATEST EDITION. IN CASE OF CONFLICT BETWEEN REGULATIONS, THE GUIDELINES PROVIDING GREATER ACCESS SHALL APPLY. 7.ALL NEW PAVEMENT AREAS SHALL BE PITCHED SO AS TO PROVIDE POSITIVE DRAINAGE TOWARDS THE STREET CURB OR TOWARDS PROPOSED DRAINAGE STRUCTURES. 8.THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE BEFORE PLACING ANY PAVEMENT WITH A CROSS PITCH THAT IS GREATER THAN 2%, LESS THAN 1%, AND NOT NOTED AS SUCH ON THE DRAWINGS. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF ONE-EIGHTH INCH (1/8”) PER FOOT (12”). 9.RIM ELEVATIONS OF ALL DRAINAGE STRUCTURES AND OTHER UTILITY STRUCTURES SHALL BE SET FLUSH WITH FINAL SURROUNDING GRADES SO AS NOT TO CAUSE A TRIP EDGE. 10.FINAL SHAPING OF ALL EARTHWORK SHALL BE DIRECTED AND APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE SUBGRADE IN PLANT BEDS PRIOR TO PLACING ANY LOAM. 11.PROVIDE POSITIVE DRAINAGE AWAY FROM FACE OF BUILDING AT ALL LOCATIONS. 12.ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE GENERAL CONTRACTOR ON “AS BUILD” DRAWINGS AND BE PRE-APPROVED WITH THE OWNER'S REPRESENTATIVE. 13.EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES OR TREES TO REMAIN SHALL BE DONE BY HAND. THE GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 14.NO TOPSOIL SHALL BE REMOVED FROM THE SITE UNLESS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE. 2 03/31/23 TCEFinal PLat Staff Comments3 05/18/23 LET DOHOHOHG UG UG UG UGOHOHOHOH OHOHOHOHOHSWWWWWWWW WWWWWWW W W ØØØW W ØØØØØØØØØØØØØØUT UT UT UT 290 290295 300300290 295 295290 2 9 5 295 295 295 300 295290290 2 9 0 295 2 9 5 300295WWWW WWWWWWWW290 295 290 D BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 14%W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM S UG DDDD DDDDDDD D D D D D D D D D D D D WW S BUILDING 3 BUILDING 4 WDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D DD S S S SDD299298 296297 298298299300300 299 299298299299299 299 299 298298 297 29829729 8 298 294295296297 298 300 294 295 296295294294295296 2 9 8 299 299 299 294295296 299 299 299 297 296 295 296 295 297 296295 297 296 298 297296298296 298 294 295 293 296 288290 292 FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 WWWWWWWWWSSSSS S S S S S S S S S SSS 298 3 0 0 299299297 299 299299 G G G G G G G GGGGGG G G G G G G G G G UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUG UG UG UG294297 298299 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL SPAN: 600-188-11469 PARCEL: 1640-00600 Phasing Plan C2-04 5/18/2023 1" = 30' 19-268 AAD AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 0 Feet Graphic Scale 30 60 90 PHASE 2 BOUNDARY SHOWN SHADED PHASE 1 PROJECT AREA NOT SHADED PHASING NOTES: CONSTRUCTION SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING PHASES: 1.PHASE 1 (NO SHADING): CONSTRUCTION OF BUILDINGS 1-4 AND ASSOCIATED CURBING, SIDEWALKS, INTERIOR COMMON SPACE PATH, UTILITIES, PARKING LOTS, STREET TREES, AND STORMWATER INSTALLATION IN PHASE 1 AREA, AND ROADWAY 2.PHASE 2 (SHOWN SHADED): CONSTRUCTION OF BUILDINGS 5-8, REMAINING PARKING AREAS AND STORMWATER TREATMENT, UTILITY SERVICES TO BUILDINGS 5-8, COMMON SPACE PERGOLA AND PAVING, SEAT WALL, AND REMAINING LANDSCAPING WITHIN THE PHASE 2 AREA DDDDDDDM M M OHOHG UG UG UGOHOHOH OHOHOHWWWWWWWWWWW W W ØØW ØØØØØØØØØØØØØUT UT UT 401/36 37 38 12" CMP i = 293.59 i = 293.58 291 297 290 289288 288 289 290 291 28 7292293294 295296297298299300297298299300301289290291 292 293 295 294 298295296297294293292291290 298 291 292 29 3 2 9 4 2 9 5296 291 292 2 9 3 294 29629529429929829 7 29 6 2 9 6 29 7 29 8 299 299295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 295294 296295 294293292 28 8 28 9288 289290291287289290291292293294 294 292 293 294 295 29 8 2962 9 5 298 297 299 2 9 9 299 301300 301298297296295WWW WWWWWWCB-RIM=295.8 i(S)15" HDPE= 291.4 i(N)15"HDPE=290.9 SUMP=290.05 CB-RIM=292.9 i(S)15" HDPE= 288.7 i(N)15"HDPE=288.15 SUMP=287.2 WATER MANHOLE-RIM=298.8 TOP 24" D.I. WATERLINE= 293.8 i(OUT TO WEST) 4" PVC=290.9 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING 24" D.I. WATER MAIN 12" AC WATER MAIN APPROX. LOCATION PER CWD 289 290 291292293294295 296 296 290289 291292 293 297 296 D D W W W W W W W W W W W W W W W W W W W W W W WSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM S UG DDDDDDD D D D D D D D D D D W S WDDDD D S S S 300300 295 300 295 295 295 295 290 4" SDR 21 FORCE MAIN PROPOSED VALVE PIT SEWER MANHOLE, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP.WWWWWWWSSSS S S S S S SS 3 0 0 REDUCE FROM 8" TO 4" ON EAST SIDE OF CROSS FITTING. 8"X8"X4" TEE WITH 8", 8", & 4" GATE VALVES 4" GATE VALVE AND 4" FLUSHING HYDRANT 8" CLASS 52 DI WATER MAIN EXISTING FIRE PROTECTION HYDRANT TO BE REPLACED 4" GATE VALVE AND 4" FLUSHING HYDRANT PROPOSED WATER SERVICE (TYP.) PROPOSED GRAVEL WETLAND TREATMENT AREA (TYP.) STORM DRAIN MANHOLE (TYP.) STORM DRAIN PIPING (TYP.) G G G G G G GGGG G G G G G GUGUG UG UGUG UG UG UG UG UG UG UG UG UG UG CONTRACTOR TO REMOVE EXISTING SEPTIC TANK AND DIRECTLY CONNECT NEW 4" SEWER TO EXISTING 4" SEWER INLET PIPE. 8" WET TAP CONNECTION AND TAPPING VALVE ON EXISTING 12" MAIN UGUGUGUGUGUG UG UG PROPOSED PUMP STATION STORMWATER DISCHARGE PIPE PROPOSED FIRE PROTECTION HYDRANTDDDDOHUGOHOHOHWWWWWWØØØØØØØUT INTERSTATE 89 S401/36 37 38 INTERSTATE 89 NTBM NAIL IN POLE #38 WWWWTCE POINT #51 ELEV.=305.30 OHOH OH OH OH GS 07°06'11" E495.07'SSSSD SSFM FM FM FM FM FM FM FM FM FM FM S 4" SDR 21 FORCE MAIN DIRECTIONAL DRILL SENDING PIT, OPEN EXCAVATION FROM THE PUMP STATION TO THIS POINT. DIRECTIONAL DRILL UNDER INTERSTATE 89 TO THE LOCATION SHOWN ON THE PLANS NAMED RECEIVING PIT. DIRECTIONAL DRILL RECEIVING PIT. FROM THIS POINT TO THE PROPOSED MANHOLE, OPEN TRENCH CUT. PROPOSED VALVE PIT SEWER MANHOLE, TYP. SEWER SERVICE, TYP.SS S SPROPOSED SEWER MANHOLE SMH1A RIM = 302.6 4" FM iIN (W) = 297.5 8" iOUT (N) = 295.5 EXISTING SEWER MANHOLE RIM = 303.0 8" iIN (NE) = 292.3 18" iIN (NE) = 291.5 8" iIN (NW) = 292.35 NEW 8" iIN (W) = 293.0 18" iOUT (S) = 291.45 PROPOSED SEWER MANHOLE SMH1B RIM = 303.0 8" iIN (S) = 293.6 8" iOUT (E) = 293.5 FORCEMAIN JUNCTION MANHOLE G G G GG G G PROPOSED PUMP STATION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Utility Plan Overview C3-01 5/14/2021 As Shown 19-268 CMJ AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont SEWER CONNECTION PLAN 1" = 80'-0"A B UTILITY OVERVIEW 1" = 40'-0" Revised Layout1 03/18/22 TCE Revisions for Allocation2 03/27/23 CMJ UTILITY NOTE: FINAL DESIGN OF NON-CIVIL UTILITIES SUCH AS ELECTRIC AND GAS SHALL BE COMPLETED BY THE INDIVIDUAL UTILITY COMPANIES AND CONSTRUCTION OF THESE UTILITIES SHALL OCCUR IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANY REQUIREMENTS. ABANDONMENT OF EXISTING WASTEWATER SYSTEM NOTE: THE EXISTING SEPTIC TANK SERVING THE HOME SHALL BE PUMPED BY A LICENSED SEWAGE HAULER AND THE TANK REMOVED. EXISTING WASTEWATER LINES, APPURTENANCES, AND DISPOSAL FIELDS SHALL BE ABANDONED IN PLACE UNLESS CONFLICTS OCCUR WITH PROPOSED CONSTRUCTION. IF EXISTING WASTEWATER COMPONENTS MUST BE REMOVED FOR CONSTRUCTION, THEY SHALL BE DISPOSED OF IN AN APPLICABLE OFFSITE WASTE FACILITY. Final Plat3 03/31/23 CMJ Staff Comments4 05/18/23 CMJ UG S ØØØØØØØØØØØØØØUT 291 297 290 289 288 288 289 290 291 289 290 291 292 293 295 294 298295296297294293292 291 290 298 2 9 5296 299 298 299 298 297 296 295 294 295298 298 298 297 296 2 9 0 291292293294 294 292 293 294 295 29 8 2 9 9 299298297 289 290 291 292 293 294 295 296 296 290 289 291 292 293 297 296 BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSW W WWSSSSSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S UG UG DDDDDD DDDDDDDDDDDD DD D D D D D D D D D D D D D D D D D D D D D WW W S S BUILDING 3 BUILDING 4 WWDDDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D D D DD D S S S S S SDD 296 297 298 299298299299 299 299 299298298 297 29829729 8 298 294 295296297 298 294 295 296 295 294 294 295 296 2 9 8 299 299 299 294 295 296 299 299 299 297 296 295 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 PROPOSED 2" COPPER WATER SERVICE FROM MAIN TO CURB STOP AND 2" CTS POLY FROM CURB STOP TO EACH BUILDING (TYP) FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 SMH 1 RIM = 297.5 4" iIN (W) = 290.0 8" iIN (E) = 290.0 8" iOUT (N) = 289.9 PUMP STATION 8' ID (SEE DETAIL) RIM = 297.50 iIN (8") = 289.75 FLOOR = 282.0 VALVE PIT 5' ID (SEE DETAIL) RIM = 297.5 iIN/OUT = 291.0 1" CTS C901 WATER SERVICE FROM CURB STOP TO BUILDING WWWWWWWWWWWWWWSSSSSSS S S S S S S S S S S S S S S S SSSS 298 3 0 0 SMH 3 RIM = 298.25 4" iIN (E) = 291.55 4" iIN (S) = 291.55 8" iOUT (W) = 291.45 SMH 6 RIM = 298.25 8" iIN (S) = 292.02 8" iIN (E) = 292.02 8" iOUT (N) = 291.92 SMH 7 RIM = 299.0 4" iIN (E) = 292.72 4" iIN (N) = 292.72 8" iOUT (W) = 292.62 4" iOUT = 294.5 4" iOUT = 293.5 4" iOUT = 293.5 4" iOUT = 293.5 CLEANOUT (TYP.) AT ALL SEWER SERVICE BENDS PROPOSED 4" GATE VALVE 4" SDR 35 SEWER SERVICE SLOPED AT 1 4"/FT MIN FROM EACH BUILDING (TYP.)299299297 PROPOSED FIRE PROTECTION HYDRANT LOCATED 10' MIN. FROM SEWER MAIN SMH 2 RIM = 297.25 8" iIN (N) = 290.76 8" iIN (S) = 290.76 8" iIN (E) = 290.76 8" iOUT (W) = 290.66 SMH 4 RIM = 298.25 4" iIN (E) = 291.05 4" iIN (W) = 291.05 8" iIN (S) = 291.05 8" iOUT (N) = 290.95 SMH 5 RIM = 298.5 4" iIN (E) = 291.6 4" iIN (W) = 291.6 8" iIN (S) = 291.6 8" iOUT (N) = 291.5 4" iOUT = 293.54" iOUT = 292.5 4" iOUT = 292.5 4" iOUT = 293.5 8x8x8X8 CROSS FITTING 8" GATE VALVE ON NORTH, SOUTH, & WEST SIDE OF CROSS. INSTALL 8"X4" REDUCER WITH 4" GATE VALVE ON EAST SIDE OF CROSS. REDUCER AND 8" GATE VALVES TO BE FOSTERED TO CROSS. PROPOSED 8"X8"X6" TEE, 6" GATE VALVE AND 6" DI CLASS 52 HYDRANT LEAD (TYP.) INSTALL 8" CLASS 52 DI STUB TO SOUTHERN BOUNDARY AS SHOWN. CAP AND INSTALL THRUST BLOCK. INSTALL 8" CLASS 52 DI STUB TO NORTHERN BOUNDARY AS SHOWN. CAP AND INSTALL THRUST BLOCK. PROPOSED 2" CURB STOP (TYP) 299 299 4" FLUSHING HYDRANT4" SDR 35, S = 0.0317 FT/FT8" SDR 35, S = 0 . 0 0 4 F T / F T 8" SDR 35, S = 0.004 FT/FT 8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT 4" CLASS 52 DI PROPOSED 4" GATE VALVE 4" FLUSHING HYDRANT 4" CLASS 52 DI8" C900 DR18 8" CLASS 52 DI2994" SDR 21 FORCEMAIN G G G G G G GGGGGGGG G G G G G G G G G G G G G G UG UG UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG CONNECT EXISTING SEWER SERVICE FROM METAL BUILDING TO NEW 4" SERVICE LINE FROM EXISTING HOME UGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG 297 298299 10'PROVIDE 2 BOLLARDS ADJACENT TO EACH FLUSHING HYDRANT 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Wastewater and Water Utility Plan C3-02 5/14/2021 1" = 20' 19-268 CMJ AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont "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 Final Plat2 03/31/23 CMJ WATER AND WASTEWATER BASIS OF DESIGN: THIS PROJECT PROPOSES THE FOLLOWING USES: ·5 BEDROOM HOME WITH 1 BEDROOM ACCESSORY APARTMENT AT 600 SPEAR STREET TO REMAIN ·EXISTING METAL BUILDING TO REMAIN WITH UP TO 10 EMPLOYEES ·32 NEW 2-BEDROOM UNITS (EIGHT BUILDINGS WITH 4 UNITS EACH) PROPOSED WASTEWATER DEMAND (BASED ON VT EPR CH 1, DATED 4/12/19): ·EXISTING 5 BEDROOM HOME = 5*140 = 700 GPD ·EXISTING 1 BEDROOM HOME APARTMENT = 1*140 = 140 GPD ·METAL BUILDING WITH 10 EMPLOYEES = 10*15 = 150 GPD ·32 NEW 2-BEDROOM UNITS = 32*210 = 6720 GPD ·INFILTRATION FOR 546' OF 4" SEWER = 124 GPD ·INFILTRATION FOR 844' OF 8" SEWER = 384 GPD TOTAL PROPOSED WASTEWATER DEMAND = 7728 GPD PROPOSED WATER DEMAND (BASED ON VERMONT WATER SUPPLY RULE, DATED 3/17/20): ·EXISTING 5 BEDROOM HOME = 5*150 = 750 GPD ·EXISTING 1 BEDROOM HOME APARTMENT = 1*150 = 150 GPD ·METAL BUILDING WITH 10 EMPLOYEES = 10*15 = 150 GPD ·32 NEW 2-BEDROOM UNITS = 32*300 = 9600 GPD ·10% REDUCTION FOR LOW FLOW = -1065 GPD TOTAL PROPOSED WATER DEMAND = 9585 GPD WATER AND WASTEWATER NOTES: 1.ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES, CURRENT EDITION. 2.ALL WATER AND WASTEWATER PIPING SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE DETAILS. 3.ALL WASTEWATER TANKAGE AND MANHOLES SHALL BE LEAKAGE TESTED IN ACCORDANCE WITH THE DETAILS. 4.ALL WATER LINES SHALL BE DISINFECTED AFTER CONSTRUCTION IN ACCORDANCE WITH THE DETAILS. 5.ALL WATER MAINS SHALL BE C900 DR18, ALL WATER SERVICES SHALL BE CTS C901, AND ALL HYDRANT LEADS SHALL BE CLASS 52 DUCTILE IRON. 6.THE LIVE TAP CONNECTION ON THE 12" WATER MAIN SHALL BE COORDINATED WITH THE PROJECT ENGINEER AND CHAMPLAIN WATER DISTRICT. 7.NO WATER CONNECTION OR TAP SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR JOINT. 8.NO NON-CIVIL UNDERGROUND UTILITY (COMMUNICATIONS, GAS, ELEC, ETC.) SHALL BE LOCATED WITHIN 4' (PARALLEL) OF ANY NEW WATER MAIN. 9.WATER AND SEWER SEPARATION SHALL BE IN ACCORDANCE WITH THE DETAILS. 10.WATER CONNECTIONS WILL ONLY BE ALLOWED WITHIN THE HOURS OF 7:00 AM AND 3:00 PM ON REGULAR CHAMPLAIN WATER DISTRICT BUSINESS DAYS, EXCEPT FRIDAYS. ALL CONNECTIONS MUST BE COMPETED BY 3:00 PM. CONNECTIONS THAT CANNOT BE COMPLETED BY 3:00 PM MAY BE SUSPENDED AND COMPLETED THE FOLLOWING BUSINESS DAY. A SUSPENDED TAP MAY ENTAIL BACKFILLING THE EXCAVATION UNIT THE FOLLOWING DAY. CHAMPLAIN WATER DISTRICT (CWD) PERSONNEL HAVE THE AUTHORITY TO SUSPEND CONNECTIONS THAT THEY DEEM CANNOT BE COMPLETED WITHIN THE TIME PERIOD STATED ABOVE. 11.NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL FROM CHAMPLAIN WATER DISTRICT (CWD). THE APPROPRIATE CWD DIVISION MAY RESTRICT WORK BEFORE NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. CWD DOES NOT ALLOW EXCAVATING FOR WATER MAINS DURING THE WINTER MONTHS EXCEPT BY SPECIAL PERMISSION. 12.TRACER WIRE WITH INDEPENDENT TERMINATION BOXES SHALL BE INSTALLED FOR ALL POLY/PVC WATER SERVICES Staff Comments3 05/18/23 CMJ G UG UG UG UG S W ØØØØØØØØØØØØØØØØØØØØØ UT UT UT UT 18" CMP i = 286.0 12" CMP i = 293.59 i = 293.58 291 297 290 289 288 288 289 290 291 28 7 297298289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 294 294299 299295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 299 298 297 296 295294 296295 294293292 28 8 28 9 290 2892 9 0 291292293294 294 292 293 294 295 29 8 2962 9 5 298 297 299 2 9 9 299 301 300298297296295 D D BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S UG DDDD DDDDDDD D D D D D D D D D D D D WW S BUILDING 3 BUILDING 4 WDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D DD S S S SDD299298 296297 298298299300300 299 299298299299299 299 299 298298 297 29829729 8 298 294295296297 298 300 294 295 296295294294295296 2 9 8 299 299 299 294 295296 299 299 299 297 296 295 296 295 297 296295 297 296 298 297296298296 298 294 295 293 296 288290 292 SEWER SERVICE FOR EXISTING RESIDENCE FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 ACCESS TO SOLAR AREA WWWWWWWWWSSSSS S S S S S S S S S SSS 298 3 0 0 299299297 299 299299 G G G G G G G GGGGGG G G G G G G G G G UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG CONTRACTOR TO REMOVE EXISTING SEPTIC TANK AND DIRECTLY CONNECT NEW 4" SEWER TO EXISTING 4" SEWER INLET PIPE.UGUGUGUGUGUGUGUG UG UG UG 297 298GRAVEL WETLAND 3 TOP OF SOIL = 295.0 BOTTOM OF GRAVEL = 292.0 18" STORMWATER PIPE PERFORATED RISER, TYP. RAIN TURRET CB5 R=297.6 IN=297.3 OUT=296.3 FOXHOLE CB1 R=298.0 iIN=297.5 iOUT=296.75 i=295.0 i=295.0 6" PERFORATED PVC UNDERDRAIN (TYP.) i=288.1 DMH7 R=294.5 iIN=288.4 iOUT=288.4 DMH6 R=294.0 iIN(E)=290.3 iIN(S)=293.25 iOUT=290.3 iIN=290.5 DMH5 R=298.9 iIN(W)=295.5 iIN(S)=294.15 iOUT=294.15 i=288.1 GRAVEL WETLAND 1 TOP OF WETLAND SOIL = 294.0 BOTTOM OF GRAVEL WETLAND = 291.0 GRAVEL WETLAND 2B TOP OF WETLAND SOIL = 296.0 BOTTOM OF GRAVEL = 292.0 GRAVEL WETLAND 2B TOP OF WETLAND SOIL = 296.0 BOTTOM OF GRAVEL = 293.0 GRAVEL WETLAND 4 TOP OF WETLAND SOIL = 295.0 BOTTOM OF GRAVEL = 292.0 TYPE I RIP-RAP (TYP.) TYPE I RIP-RAP (TYP.) FOXHOLE CB2 R=298.0 iIN=297.5 iOUT=296.75 PERFORATED RISER (TYP.) CLEAN OUT (TYP.) PERFORATED RISER (TYP.) PERFORATED RISER (TYP.) PERFORATED RISER (TYP.) PERFORATED RISER (TYP.) DMH1 R=297.5 iIN=294.5 iOUT=294.5 DMH4 R=297.0 iIN(E)=288.8 iIN(S)=296.1 iOUT=288.8 DMH2 R=299.2 iIN(E)=295.0 iIN(S)=293.9 iOUT=293.9 i=294.0 i=294.3 FOXHOLE CB3 R=298.0 iIN=297.5 iOUT=296.75 FOXHOLE CB4 R=298.0 iIN=297.5 iOUT=296.75 CLEAN OUT (TYP.) RAIN TURRET CB6&7 R=296.8 iIN=296.5 iOUT=295.5 PEASTONE DIAPHRAGM TYPE I RIP-RAP (TYP.) TYPE II RIP-RAP STORMWATER OUTLET STRUCTURE (TYP.) DMH3 R=296.8 iIN=292.8 iOUT=292.0 12" HDPE12" HDPE12" HDPE 6" PVC 6" PVC12" HDPE 12" HDPE 12" HDPE12" HDPE6" PVC STORMWATER OUTLET STRUCTURE (TYP.) STORMWATER OUTLET STRUCTURE (TYP.) STORMWATER OUTLET STRUCTURE (TYP.) STORMWATER OUTLET STRUCTURE (TYP.) 299 0 Feet Graphic Scale 40 80 120 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: 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. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Stormwater Utility Plan C3-03 5/14/2021 1" = 40' 19-268 MMI AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 2 03/31/23 ALDFinal Plat UG S ØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØUT 291 297 290 289 288 288 289 290 291 289 290 291 292 293 295 294 298295296297294293292 291 290 298 2 9 5296 299 298 299 298 297 296 295 294 295298 298 298 297 296 2 9 0 291292293294 294 292 293 294 295 29 8 2 9 9 299298297 BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSW W WWSSSSSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S UG UG DDDDDD DDDDDDDDDDDD DD D D D D D D D D D D D D D D D D D D D D D WW W S S BUILDING 3 BUILDING 4 iWTR 2" = 289.64 iSWR 8" = 291.31 WWDDDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D D D DD D S S S S S SDD 296 297 298 299298299299 299 299 299298298 297 29829729 8 298 294295 296 297 298 294 295 296 295 294 294 295 296 2 9 8 299 299 299 294 295 296 299 299 299 297 296 295 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 WWWWWWWWWWWWWWSSSSSSS S S S S S S S S S S S S S S S SSSS 298 3 0 0 299299297 299 299299 G G G G G G GGGGGGGG G G G G G G G G G G G G G G UG UG UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG 297 iSTORM 12" = 293.09 iGW STORM 12" = 294.5 iGW UD 6" = 291.0 iWTR 8" = 288.64 iSWR 8" = 290.81 iWTR 8" = 289.78 iSWR 4" = 291.95 iWTR 2" = 289.49 iSWR 8" = 291.16 iSTORM 12" = 293.60 iSWR 4" = 291.40 iSTORM 12" = 293.76 iWTR 4" = 291.00 iSTORM 12" = 293.98 iWTR 2" = 289.5 iSTORM 12" = 294.21 iSWR 4" = 291.81 iSTORM 12" = 294.28 iWTR 2" = 292.0 iSTORM 12" = 295.18 iSWR 8" = 291.26 iSTORM 12" = 295.41 iWTR 8" = 289.5 iWTR 2" = 289.5 iSWR 8" = 291.42 iWTR 8" = 290.1 iSWR 4" = 292.30 iWTR 2" = 290.0 iSWR 8" = 291.75 iWTR 8" = 289.81 iSWR 8" = 292.08 iWTR 2" = 291.4 iSWR 4" = 293.15 298299 iSTORM 12" = 290.60 iSWR 4" = 293.00 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NTPROF E SSIONAL E N G INEERLICE N S E D Field Book: 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Utility Crossing Plan C3-04 03/31/2023 1" = 20' 19-268 CMJ AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont DDDDDDDDDDDDDG ØØØØØØØØØØØØØØFUTURE CITY STREET EXTENSION NEW CITY STREETNEW CITY STREET EXISTING BUILDING TO REMAIN EXISTING RESIDENTIAL BUILDING TO REMAIN MULTIUSE PATH PROPOSED50' R.O.W.EXISTING BIKE PATH180120 90 PATH OF FRONT WHEEL 6030 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 For Permitting Only Revisions No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Emergency Vehicle Diagram C10-01 3/31/2023 1" = 30' 19-268 RMP AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 0 Feet Graphic Scale 30 60 90 15°±VT GridMagnetic DDDDDDDDDDG ØØØØØØØØØØØØØØ<>FFE 299.5 FFE 300.5 FFE 297.0FFE 298.0 FFE 298.0 FFE 300.5 FFE 299.5 FFE 299.5DD299298 296297 298298299300300 299 299298299299299 299 299298298 297 29829729 8 298 294295296297 298 300 294 295 296 295294294 295296 2 9 8 299 299 299 294295296 299 299 299 297 296 295 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 SNOW STORAGE (TYP) 298 3 0 0 299299297 299 299299294 297 298SNOW STORAGE (TYP)<><><><><><><><><><><><><><><><><><><><><> SNOW STORAGE (TYP)<><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>SNOW STORAGE (TYP)<><>299 <><><><><><> Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Snow Storage Diagram C10-02 03/31/2023 1" = 30' 19-268 RMP AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 0 Feet Graphic Scale 30 60 90 15°±VT GridMagneticStaff Comments1 05/18/23 LET DDDM M M OHG UG UG UG UGOHOHOHOH OHOHOHOHOHSWWWWWW WWWWWWW W W W W UT UT UT UTWWWWWW WWWWD BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 SIGN: STOP 20 21 11 154%4 4 BUILDING 3 BUILDING 4 EV EV EV EV EV EV EV EV WALKING PATHSIGN: PEDESTRIAN CROSSING W/ RECTANGULAR RAPID FLASHING BEACON (RRFB) FFE 300.0 FFE 300.0 FFE 300.0DDFFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 8'20'22'9'18'22'22'18'SIGN: NO PARKINGSTOP BAR SIGN: RESERVED EV PARKING SIGN: ACCESSIBLE PARKING SIGN: ACCESSIBLE PARKING SIGN: ACCESSIBLE PARKING SIGN: RESERVED EV PARKING SIGN: RESERVED EV PARKING SIGN: LEFT CURVE SIGN: NO PARKING SIGN: NO PARKING SIGN: RESERVED EV PARKING SIGN: NO PARKING THIS SIDE OF STREET Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Marking & Signage Plan C10-03 5/18/23 1" = 30' 19-268 AAD AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 0 Feet Graphic Scale 30 60 90 DDDDDDDDDOHG UG UG UG UGOHOHOHOH OHOHOHOHOHSWWWWWW WWWWWW W W ØØØW W ØØØØØØØØØØUT UT UT UT 401/36 37 38 291 297 290 289 288 288 289 290 291 28 7294 295296297298299300297298299300301289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 2 9 3 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 295294 293292291289 2 9 0 291292293294 294 292 293 294 295 29 8 2962 9 5 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWW30130130130030029929929829829729729 7 296289 290 291292293294 295 296 296 290289 291292 293 297 296 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM S UG DDDD DDDDDDD D D D D D D D D D D D D WW S WDDDDDD DD S S S S299298 296297 298298299300300 299 299298299299299 299 299 298298 297 29829729 8 298 294295296297 298 300 294 295 296295 294294295296 2 9 8 299 299 299 294295296 299 299 299 297 296 295 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 WWWWWWWWWSSSSS S S S S S S S S S SSS 298 3 0 0 299299297 299 299299 G G G G G G G GGGGGG G G G G G G G G G UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUG UG UG UG294297 298299 293 . 0 + 293 . 1 + 29 5 . 0 + 29 4 . 9 + 5 AC 3 TO 3 NS 2 QR 3 PG 3 NS 1 AF 2 CC 1 QR 1 AB 8 CAH 1 AA 1 ML 3 BN 1 AA1 AA 1 ML 8 RA 8 RA 9 SB 9 SB 6 HA 15 HA 12 HA 3 AS STORMWATER TREATMENT AREA 4 STORMWATER TREATMENT AREA 1 STORMWATER TREATMENT AREA 2 STORMWATER TREATMENT AREA 5 STORMWATER TREATMENT AREA 3 STORMWATER TREATMENT AREA 6 STORMWATER TREATMENT AREA 7 8 VP 3 AF 3 CO 3 UA1 AF 1 UA 2 CO 2 QR 1 NS 3 PR 1 PP 1 ML 2 UA 1 UA 1 ML 1 ML 1 PP 3 RY 1 AS 1 OV 1 NS 1 AB 1 AS 2 UA 1 AF 1 AF 6 AAB 2 OV 1 HV 1 AS 8 RY 3 PR 1 OV 1 HV 8 RA 8 RA 8 SB 8 SB 8 RY 8 RY 6 HA 1 AB 1 PP 1 OV 1 CC 3 AS 6 HA 11 HA 14 HA 6 HA 1BN 9 AAB 12 VT 2 HV 9 VT 8 CAH 8 CAH 8 RY 3 AA 1 BN 21 HS 30 CAK 20 EP 15 RF 1 PP 3 TO 3 AAB 1 AA 1 NS 1 PP 1 AA 1 AA 1 NS 1 AA 1 QB 2 QB 3 TO 1 QB 1 PP 3 KL 3 KL 3 RY 3 RY 3 KL 3 KL 3 KL 3 KL 1 AA 3 KL 3 KL 6 AAB 1 AF 3 RY 3 KL 3 KL 3 CAH 8 CAH 3 CAH 3 HV 3 PM 6 HA 1 AA 18 PVN 22 HS 30 EP 15 RF 23 HJS 5 SB 1 AC LANDSCAPE BOULDER, TYP. BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 0 Feet Graphic Scale 30 60 90 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions Field Book: 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. 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Landscape Plan LA1-01 5/14/2021 1" = 30' 19-268 ---- AAD LET 600 Spear 600 Spear Street South Burlington, Vermont 15°±VT GridMagneticSEE LA1-02 FOR PLANT SCHEDULE 2 03/31/23 LETFinal Plat 3 04/12/23 LETCity Staff Comments 4 05/18/23 LETStaff Comments Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions Field Book: 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. 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Landscape Plan LA1-02 5/14/2021 ---- 19-268 RMP AAD LET 600 Spear 600 Spear Street South Burlington, Vermont PLANT SCHEDULE PLANTING NOTES 1.LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND REPORT ANY CONFLICTS TO THE OWNER'S REPRESENTATIVE. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. INC. IN ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMEN QUALITY. 3.ALL NEW WOODY STEM PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN, UNLESS OTHERWISE NOTED ON THE PLANT SCHEDULE. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. IF MINOR DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 5.ALL NEW TREES SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. FOR SHRUBS AND SMALLER MATERIALS, REPRESENTATIVE TAGGING BY THE LANDSCAPE ARCHITECT WILL BE ACCEPTABLE. 6.NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS THEY BARE TO FINISH GRADE BEFORE BEING DUG IN THE NURSERY. PRIOR TO PLANTING, REMOVE THE TOP OF THE BURLAP AND CONFIRM THAT PLANT ROOT CROWNS ARE NOT COVERED BY SOIL FROM THE NURSERY. 7.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF PLANTING. 8.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED AND FERTILIZED BY A CERTIFIED ARBORIST. 9.AGED BARK MULCH SHALL BE APPLIED TO ALL PLANT BEDS AT A 2" DEPTH, TYPICAL. 10.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 11.ALL AREAS TO BE SEEDED SHALL RECEIVE SOIL PREPARATION AS SPECIFIED PRIOR TO SEEDING, UNLESS OTHERWISE NOTED ON PLAN. 12.ALL AREAS TO BE SEEDED WITH LAWN MIX SHALL RECEIVE 6" TOPSOIL PRIOR TO SEEDING. 13.ALL NEW TREES SHALL BE GUARANTEED BY THE CONTRACTOR FOR 1 YEAR MIN. FROM TIME OF WRITTEN ACCEPTANCE OF THE PROJECT. 2 03/31/23 LETFinal Plat 3 05/18/23 LETStaff Comments Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions Field Book: 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 LA2-01 03/31/2023 Shown 19-268 AAD LET 600 Spear 600 Spear Street South Burlington, Vermont 1 05/18/23 LETStaff Comments SPAN: 600-188-11469 PARCEL: 1640-00600 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 MATERIAL SHALL BE TREE TIE WEBBING MATERIAL. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED RUBBER GARDEN HOSE. ONLY INSTALL IF REQUIRED BY LANDSCAPE ARCHITECT. 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 ENGINEERS12" MIN.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 MINIMUM, OR ALL IF POSSIBLE, AND REMOVE BURLAP FROM ROOTBALL L-030.1.2 PERENNIAL PLANTING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS SEE PLANTING LIST FOR PLANT SPACING 2"PLANT SPACING PLANT CENTER PLANT ROW SEE PLANTING PLAN FOR SPACING AND QUANTITIES SET AT ORIGINAL PLANTING DEPTH FINISH GRADE MULCH AS SPECIFIED CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SOIL PREPARATION SPECIFICATIONS SUB GRADE L-030.1.3 GROUNDCOVER LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS12" MIN.GROUNDCOVER 2" BARK MULCH PLANTING SOIL MIX FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' 040.1.1 LAWN SEEDING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS NOTE: ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE6"SEED AS SPECIFIED PLANTING SOIL MIX, (ROLLED THICKNESS) FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' 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 TODEMOLITION TO PERFORM RECOMMENDED TREATMENTS (FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TO REMAIN BEFORE BEGINNING DEMOLITION PLAN VIEW EXISTING TREE EXISTING TREE 6' MIN. SECTION VIEW PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT EXISTING TREE (S)LIMIT OF DRIPLINE(VARIES)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. ONLY INCLUDE IF REQUIRED BY LANDSCAPE ARCHITECT. GUY MATERIAL SHALL BE TREE TIE WEBBING MATERIAL. 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 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 SEEDINGSHALL 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 LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS STONE DRIP EDGE L 060.1.5 12"1'EDGE OF ROOF LINEVARIES 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 For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y Field Book: 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. PLANNIN G ENVIRON MENTAL Landscape Details LA2-02 03/31/2023 19-268 ---- AAD LET 600 Spear 600 Spear Street South Burlington, Vermont SPAN: 600-188-11469 PARCEL: 1640-00600 PRODUCT INFORMATION: DESCRIPTION: PERGOLA MANUFACTURER: STRUCTUREWORKS MODEL: SHADOW SERIES OR ARPROVED EQUAL COLOR: TBD CONTACT INFO: NAME: PETE COOK WEBSITE: www.structureworks.com PHONE: 800-908-4965 PERGOLA1 PRODUCT INFORMATION: DESCRIPTION: 6' BENCH MANUFACTURER: LANDSCAPE FORMS MODEL: GENERATION 50 OR ARPROVED EQUAL CONTACT INFO: NAME: NADENE WORTH WEBSITE: https://www.landscapeforms.com/ PHONE: 800-430-6206x1325 OR APPROVED EQUAL 6' BENCH OR APPROVED EQUAL FENCE SHALL BE WOOD OR VINYL. COLOR TBD. SEE SPECIFICATIONS FOR ADDITIONAL DETAILS. FENCE 2 3 SSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM S S S S S SDDSSSSS S S S S S S S S S SSS G G G G G G G GGGGGG G G G G G G G G G A A A A B B B B B B B B B BB B B A B D D D D D ADDDDDDDD DDDM M M OHG UG UG UG UGOHOHOHOH OHOHOHOHOHOHSWWWWWW WWWWWWW W W W W UT UT UT UTWWWWWW WWWWD 0 Feet Graphic Scale 30 60 90 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF ESSIONAL E N G INEERL ICEN S E D 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 LI1-01 600 Spear 600 Spear Street South Burlington, Vermont Commercial Parking New City Street LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP MOUNT HEIGHT INVUE EPIC MODERN MEDIUM TYPE 3A LEDEMM-F03-LED-E1-T3 AVALON LED GOOSENECK 20 WattB LEDLMH2-WHA 20 FT 12 FT NOTES: 1.AREA LIGHT AND BUILDING LAYOUT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. 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. 14 6 LEGEND 0.25 FOOTCANDLES (fc) 0.5 FOOTCANDLES (fc) 1.0 FOOTCANDLES (fc) 0.8 fc 0.5 fc AVG. ILLUMINATION (HORIZONTAL) 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 5/14/2021 1" = 30' 19-268 AAD AAD Private Parking N Private Parking S 0.7 fc 0.8 fc 8.5:1 N/A 1.7 fc 1.3 fc UNIFORMITY RATIO (Avg./Min) MAX. POINT ILLUMINATION 7:1 4:1 1.5 fc 1.6 fc HADCO CHARLESTON POST-TOP TYPE 3, CLEAR PANELD LEDVXX60032-G3-C-3W-730-3 20 FT6 2 03/31/23 TCEFinal Plat Overall Site 0.2 fc n/a 4.5 fc 3 05/18/23 TCEStaff Comments OHUGOH OHOHOHWWWWW 2" UTN 07°14'40" W 351.27'130.26'70.00'29.90'71.11'40.00'10.00' N 81°52'01" E 11 8 4 . 1 0 ' 157.00' 198.66' 50.00' 778.44'342.50'10.00'S 07°59'56" E 352.50'N 07°12'14" W131.03'S 29°56'47" W 84.00' S 80°11'44" W 106.20' N 82°02'38" E 359.62' N 82°02'38" E 410.29' N 82°02'38" E 410.15'N 07°59'56" W302.34'N 82°02'38" E 288.93' N 81°44'10" E 483.19'N 06°56'25" W342.36'This plat was created using pigment based ink on stable mediaDescriptionRevisions 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 #: UTILITY POLE FENCE OVERHEAD UTILITY LINE CONCRETE MONUMENT ( FOUND ) REBAR ( TO BE SET ) IRON PIPE ( FOUND ) FLAT STOCK STEEL BAR (FOUND) CALCULATED POINT OH Parcel ID no. 1640-00600 v.1572 p.53 8.63 acres LEGEND NOTES: 1.THIS PLAT IS BASED ON DEEDS RESEARCHED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS AND FEATURES LOCATED IN THE FIELD WITH A TOTAL STATION ON 01/25/2021. 2.BEARINGS ARE BASED ON VERMONT STATE PLANE GRID NORTH ESTABLISHED WITH RTK OBSERVATIONS FROM VERMONT VRS. 3.THIS PARCEL WAS CONVEYED TO ROBERT COUILLARD IN VOLUME 1427 PAGE 209. 4.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LS 109298". 5.DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND BEARINGS ARE SHOWN TO THE SECOND FOR MATHEMATICAL CLOSURE PURPOSES ONLY. 6.AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE EASEMENTS, RIGHTS OF WAY, LEASE LANDS, ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR READILY FOUND IN THE LAND RECORDS. ADDITIONAL ENCUMBRANCES MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAT. 7.UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND PLANS OF RECORD. ACTUAL LOCATION OF UNDERGROUND LINES MAY VARY. 8.THE RIGHT OF WAY WIDTH OF SPEAR ST IS 4 RODS (66')V.1 P.22. THIS PLAT IS BASED ON A FIELD SURVEY WHICH MEETS OR EXCEEDS THE MINIMUM STANDARDS AS SET FORTH BY THE VERMONT BOARD OF LAND SURVEYORS. FIELD EVIDENCE, PERTINENT RECORD INFORMATION, AND PAROLE EVIDENCE WAS USED IN THE CALCULATION AND DETERMINATION OF THE BOUNDARIES SHOWN ON THIS PLAT. ANY INCONSISTENCIES ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE. THIS PLAT MEETS THE REQUIREMENTS OF 27 VSA 1403. GERALD M. STOCKMAN, L.S. #109298__________________________________ 600 Spear FJT, LLC Parcel ID# 1640-00600 600 Spear Street South Burlington, Vermont PUD Plat EXISTING BOUNDARY LINE ABUTTER BOUNDARY LINE BGP/DBM 05-14-2021 1"=80' GMS/BGP 19-268.crd 336 S1-02 19-268 CITY CLERK'S OFFICE OF SOUTH BURLINGTON , VERMONT Received this instrument for filing _________________________________________ 202___ at ________ O'clock _________ minutes _________ m and filed a true record. Map no. ___________ Parcel ID No. ______________ Attest: _________________________________________________________ Town Clerk SPEAR STREETI-89 State of Vermont v.56 p.364 & 374 map ref. #5 parcel ID no. 1640-00650 UVM & State Agricultural College v.20 p. 8 map ref. # 2 parcel ID no. 1640-00650 UVM & State Agricultural College v. 66 p. 232 map ref. # 3 & 4 PROJECT LOCATION MONUMENT DOWN 0.6', 4" DIAMETER ALUMINUM DISC, "UVM & SAC SURVEY MARKER" (NUMBERS NOT LEGIBLE). NOTE: IRON PIPE 1" FOUND FLUSH (N82°-27'-33"W AND 0.44'), FROM THIS MONUMENT. "G" "A" "B" "C" "D" "E" "F" "H" 0 Feet Graphic Scale 80 160 240 15°±VT GridMagneticPLAT REFERENCES: 1."PROPERTY SURVEY, CLEM COUILLARD,SPEAR ST.,SO. BURLINGTON,VT", BY GERALD E. KITTLE LS 147, DATED MAY 28,1982, AND RECORDED AS MAP SLIDE #153 IN THE CITY OF SO. BURLINGTON LAND RECORDS. 2."ROLAND J. EVANGELINE S. DESLAURIER TO THE UNIVERSITY OF VERMONT & STATE AGRICULTURAL COLLEGE EASTERLY SIDE OF SPEAR STREET", BY HARRIS G. ABBOTT, LS 59, DATED JANUARY 26,1982, AND FILED IN DRAWER 36 DRAWING 41, IN THE U.V.M. LAND RECORDS. 3."HOAG FARM EAST SIDE OF SPEAR STREET OWNED BY VERMONT AGRICULTURAL COLLEGE, 77.52 ACRES",BY ARTHUR D. BUTTERFIELD, DATED AUGUST 1950, AND FILED IN DRAWER 55 DRAWING 20, IN THE U.V.M. LAND RECORDS. 4."PLAN OF LAND OF EZRA HOAG, SPEAR ST., BURLINGTON & SO. BURLINGTON, VERMONT", BY HOAG & HOWE ARCHITECTS & SURVEYORS, DRAWING #129, NO DATE INDICATED ON PLAN, AND FILED IN THE U.V.M. LAND RECORDS. 5."STATE OF VERMONT DEPT. OF HIGHWAYS, INTERSTATE PROJECT IN THE TOWN OF SOUTH BURLINGTON, PLAN STA. 2046+00 TO STA. 2061+50", BY BOSWELL ENGINEERING, PROJECT NO. I-89-3(14), SHEET #13. (PLAN NOT DATED). parcel ID no.1640-00590 Robert Couillard 0.47 acres v.1427 p. 209 map ref.#1 parcel ID no. 1640-00596 Reginald C. & Rose M Hebert v. 74 p. 10 map ref.# 1 UNDERGROUND UTILITY LINEUG 4"X4" UP 1.25' "VTHD" ON TOP, CHAINLINK FENCE IS 0.5' TO THE EAST 8"X8" UP 1.0' WITH BRASS DISC, "CITY OF BURLINGTON, BOUNDARY LINE,#31" MONUMENTATION DESCRIPTION CHART "A" 8"X8" CONCRETE MONUMENT FLUSH, TOP BROKEN OFF, WITH 1" BRASS CENTER. (SUSPECTED CITY MONUMENT #30). "B" 1/4" X 1-1/4" FLAT STOCK STEEL BAR, DOWN 0.4', DISTURBED. NOTE: THIS FLAT BAR IS FOUND TO BE (S84°-26'-23"W AND 2.62' FROM CORNER "C") "C" CALCULATED CORNER. THERE ARE UNDERGROUND TELEPHONE AND POWER LINES VERY CLOSE TO THIS CORNER. THE CALLED FOR CORNER MOST LIKELY REMOVED DURING CONSTRUCTION. PLAT REF #1. "D" IRON PIPE 1" OD UP 0.9', GALVANIZED PAINTED RED"E" IRON PIPE 1" OD DOWN 0.2', BENT SOUTHWEST, ILLEGIBLE CAP IN CENTER OF PIPE."F" IRON PIPE 1" OD DOWN 0.4', ILLEGIBLE CAP IN CENTER OF PIPE. NOTE: PIPE IS (S81°-52'-01"W AND 0.14' FROM CORNER "G"). "G" IRON PIPE 1" OD UP 0.4', GALVANIZED."H" SHED TO BE REMOVED INDUSTRIAL BUILDING HOUSE WIRE FENCE CHAIN LINK FENCE 4"X4" UP 0.7'' WITH NAIL IN CENTER, WITNESSED BY A UVM PROPERTY SIGN N:713572.81 E:1461179.83 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VT. ON THE ______ DAY OF ________________________ 202___, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS ______ DAY OF ________________________ 202___, BY __________________________________________ CHAIRMAN OR CLERK PROPOSED EASEMENT LINE PROPOSED 50' RIGHT-OF-WAY 0.72 Acres From Parcel 1640-00600 0.09 Acres From Parcel 1640-00650 TEMPORARY CONSTRUCTION/GRADING EASEMENT STARTS AT EAST END OF CITY STREET ROW Revised Easements1 02/22/23 GMS LOT 2 6.10 Acres LOT 1 1.80 Acres PROPOSED CITY STREET ROW PROPOSED MULT-IUSE PATH EASEMENT FOLLOWS EDGE OF PATH AS-BUILT TO BENEFIT CITY OF SOUTH BURLINGTON PROPOSED MULT-IUSE PATH EASEMENT FOLLOWS EDGE OF PATH AS-BUILT TO BENEFIT CITY OF SOUTH BURLINGTON PUD Table Area Parcel SF Acres LOT 1 77,883 1.80 LOT 2 265,820 6.10 City Street ROW 35,618 0.81 N 07°14'40" W 351.27'130.26'70.00'29.90'71.11'40.00'10.00' N 81°52'01" E 11 8 4 . 1 0 ' 157.00' 198.66' 50.00' 778.44'342.50'10.00'S 07°59'56" E 352.50'N 07°12'14" W131.03'S 29°56'47" W 84.00' S 80°11'44" W 106.20' N 82°02'38" E 359.62' N 82°02'38" E 410.29' N 82°02'38" E 410.15'N 07°59'56" W302.34'N 82°02'38" E 288.93' N 81°44'10" E 483.19'N 06°56'25" W342.36'This plat was created using pigment based ink on stable mediaDescriptionRevisions ByDate# Date: Scale: Drawn By:Crd file: Sheet:Surveyed By:Field Bk: Project #: UTILITY POLE FENCE OVERHEAD UTILITY LINE CONCRETE MONUMENT ( FOUND ) REBAR ( TO BE SET ) IRON PIPE ( FOUND ) FLAT STOCK STEEL BAR (FOUND) CALCULATED POINT OH Parcel ID no. 1640-00600 v.1572 p.53 8.628 acres LEGEND NOTES: 1.THIS PLAT IS BASED ON DEEDS RESEARCHED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS AND FEATURES LOCATED IN THE FIELD WITH A TOTAL STATION ON 01/25/2021. 2.BEARINGS ARE BASED ON VERMONT STATE PLANE GRID NORTH ESTABLISHED WITH RTK OBSERVATIONS FROM VERMONT VRS. 3.THIS PARCEL WAS CONVEYED TO ROBERT COUILLARD IN VOLUME 1427 PAGE 209. 4.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LS 109298". 5.DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND BEARINGS ARE SHOWN TO THE SECOND FOR MATHEMATICAL CLOSURE PURPOSES ONLY. 6.AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE EASEMENTS, RIGHTS OF WAY, LEASE LANDS, ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR READILY FOUND IN THE LAND RECORDS. ADDITIONAL ENCUMBRANCES MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAT. 7.UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND PLANS OF RECORD. ACTUAL LOCATION OF UNDERGROUND LINES MAY VARY. 8.THE RIGHT OF WAY WIDTH OF SPEAR ST IS 4 RODS (66')V.1 P.22. THIS PLAT IS BASED ON A FIELD SURVEY WHICH MEETS OR EXCEEDS THE MINIMUM STANDARDS AS SET FORTH BY THE VERMONT BOARD OF LAND SURVEYORS. FIELD EVIDENCE, PERTINENT RECORD INFORMATION, AND PAROLE EVIDENCE WAS USED IN THE CALCULATION AND DETERMINATION OF THE BOUNDARIES SHOWN ON THIS PLAT. ANY INCONSISTENCIES ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE. THIS PLAT MEETS THE REQUIREMENTS OF 27 VSA 1403. GERALD M. STOCKMAN, L.S. #109298__________________________________ 600 Spear FJT, LLC Parcel ID# 1640-00600 600 Spear Street South Burlington, Vermont PUD Plat EXISTING BOUNDARY LINE ABUTTER BOUNDARY LINE BGP/DBM 05-14-2021 1"=80' GMS/BGP 19-268.crd 336 S1-02 19-268 CITY CLERK'S OFFICE OF SOUTH BURLINGTON , VERMONT Received this instrument for filing _________________________________________ 202___ at ________ O'clock _________ minutes _________ m and filed a true record. Map no. ___________ Parcel ID No. ______________ Attest: _________________________________________________________ Town Clerk SPEAR STREETI-89 State of Vermont v.56 p.364 & 374 map ref. #5 parcel ID no. 1640-00650 UVM & State Agricultural College v.20 p. 8 map ref. # 2 parcel ID no. 1640-00650 UVM & State Agricultural College v. 66 p. 232 map ref. # 3 & 4 PROJECT LOCATION MONUMENT DOWN 0.6', 4" DIAMETER ALUMINUM DISC, "UVM & SAC SURVEY MARKER" (NUMBERS NOT LEGIBLE). NOTE: IRON PIPE 1" FOUND FLUSH (N82°-27'-33"W AND 0.44'), FROM THIS MONUMENT. "G" "A" "B" "C" "D" "E" "F" "H" 0 Feet Graphic Scale 80 160 240 15°±VT GridMagneticPLAT REFERENCES: 1."PROPERTY SURVEY, CLEM COUILLARD,SPEAR ST.,SO. BURLINGTON,VT", BY GERALD E. KITTLE LS 147, DATED MAY 28,1982, AND RECORDED AS MAP SLIDE #153 IN THE CITY OF SO. BURLINGTON LAND RECORDS. 2."ROLAND J. EVANGELINE S. DESLAURIER TO THE UNIVERSITY OF VERMONT & STATE AGRICULTURAL COLLEGE EASTERLY SIDE OF SPEAR STREET", BY HARRIS G. ABBOTT, LS 59, DATED JANUARY 26,1982, AND FILED IN DRAWER 36 DRAWING 41, IN THE U.V.M. LAND RECORDS. 3."HOAG FARM EAST SIDE OF SPEAR STREET OWNED BY VERMONT AGRICULTURAL COLLEGE, 77.52 ACRES",BY ARTHUR D. BUTTERFIELD, DATED AUGUST 1950, AND FILED IN DRAWER 55 DRAWING 20, IN THE U.V.M. LAND RECORDS. 4."PLAN OF LAND OF EZRA HOAG, SPEAR ST., BURLINGTON & SO. BURLINGTON, VERMONT", BY HOAG & HOWE ARCHITECTS & SURVEYORS, DRAWING #129, NO DATE INDICATED ON PLAN, AND FILED IN THE U.V.M. LAND RECORDS. 5."STATE OF VERMONT DEPT. OF HIGHWAYS, INTERSTATE PROJECT IN THE TOWN OF SOUTH BURLINGTON, PLAN STA. 2046+00 TO STA. 2061+50", BY BOSWELL ENGINEERING, PROJECT NO. I-89-3(14), SHEET #13. (PLAN NOT DATED). parcel ID no.1640-00590 Robert Couillard 0.47 acres v.1427 p. 209 map ref.#1 parcel ID no. 1640-00596 Reginald C. & Rose M Hebert v. 74 p. 10 map ref.# 1 UNDERGROUND UTILITY LINEUG 4"X4" UP 1.25' "VTHD" ON TOP, CHAINLINK FENCE IS 0.5' TO THE EAST 8"X8" UP 1.0' WITH BRASS DISC, "CITY OF BURLINGTON, BOUNDARY LINE,#31" MONUMENTATION DESCRIPTION CHART "A" 8"X8" CONCRETE MONUMENT FLUSH, TOP BROKEN OFF, WITH 1" BRASS CENTER. (SUSPECTED CITY MONUMENT #30). "B" 1/4" X 1-1/4" FLAT STOCK STEEL BAR, DOWN 0.4', DISTURBED. NOTE: THIS FLAT BAR IS FOUND TO BE (S84°-26'-23"W AND 2.62' FROM CORNER "C") "C" CALCULATED CORNER. THERE ARE UNDERGROUND TELEPHONE AND POWER LINES VERY CLOSE TO THIS CORNER. THE CALLED FOR CORNER MOST LIKELY REMOVED DURING CONSTRUCTION. PLAT REF #1. "D" IRON PIPE 1" OD UP 0.9', GALVANIZED PAINTED RED"E" IRON PIPE 1" OD DOWN 0.2', BENT SOUTHWEST, ILLEGIBLE CAP IN CENTER OF PIPE."F" IRON PIPE 1" OD DOWN 0.4', ILLEGIBLE CAP IN CENTER OF PIPE. NOTE: PIPE IS (S81°-52'-01"W AND 0.14' FROM CORNER "G"). "G" IRON PIPE 1" OD UP 0.4', GALVANIZED."H" SHED TO BE REMOVED INDUSTRIAL BUILDING HOUSE WIRE FENCE CHAIN LINK FENCE 4"X4" UP 0.7'' WITH NAIL IN CENTER, WITNESSED BY A UVM PROPERTY SIGN N:713572.81 E:1461179.83 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VT. ON THE ______ DAY OF ________________________ 202___, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS ______ DAY OF ________________________ 202___, BY __________________________________________ CHAIRMAN OR CLERK PROPOSED EASEMENT LINE PROPOSED 50' RIGHT-OF-WAY 0.724 Acres From Parcel 1640-00600 0.094 Acres From Parcel 1640-00650 TEMPORARY CONSTRUCTION/GRADING EASEMENT STARTS AT EAST END OF CITY STREET ROW Revised Easements1 02/22/23 GMS LOT 2 6.102 Acres LOT 1 1.802 Acres PROPOSED CITY STREET ROW PROPOSED MULT-IUSE PATH EASEMENT FOLLOWS EDGE OF PATH AS-BUILT TO BENEFIT CITY OF SOUTH BURLINGTON PROPOSED MULT-IUSE PATH EASEMENT FOLLOWS EDGE OF PATH AS-BUILT TO BENEFIT CITY OF SOUTH BURLINGTON PUD Table Area Revised PUD Table2 05/18/23 GMS Parcel SF Acres LOT 1 77,883 1.802 LOT 2 265,820 6.102 City Street ROW 35,618 0.818 DDDDDDDDM M M OHOHG UG UG UG UGOHOHOHOH OHOHOHOHSWWWWWWW WWWWW W W ØØØW W ØØØØØØØ2" UT UT UT UT 2" 18" MAPLE 24" MAPLE CLASS II WETLAND 401/36 37 BLUE SPRUCE BLUE SPRUCE N/F UVM & STATE AGRICULTURAL COLLEGE N/F REGINALD C. & ROSE M. HEBERT N/F UNIVERSITY OF VERMONT N/F ROBERT COUILLARD WETLAND CONTINUES NORTHWEST 50'WETLANDBUFFER291 297 290 289 288 288 289 290 291 28 7293294 295296297298299300289 290 291 292 293 295 294 298295296297294293292291 290 298 2 9 5296 299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 28 8289 2902912892 9 0 291292293294 294 292 293 294 295 29 8 2962 9 5 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWWW30130130029929829829729729 7 296CB-RIM=295.8 i(S)15" HDPE= 291.4 i(N)15"HDPE=290.9 SUMP=290.05 CB-RIM=292.9 i(S)15" HDPE= 288.7 i(N)15"HDPE=288.15 SUMP=287.2 WATER MANHOLE-RIM=298.8 TOP 24" D.I. WATERLINE= 293.8 i(OUT TO WEST) 4" PVC=290.9 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING 24" D.I. WATER MAIN 289 290 291292293294 295 296 296 290289 291292 293 297 296SPEAR STREETN/F UVM & STATE AGRICULTURAL COLLEGE N/F REGINALD C. & ROSE M. HEBERT N/F UNIVERSITY OF VERMONT N/F ROBERT COUILLARD NON- RESIDENTIAL STRUCTURE EXISTING DA1 0.364 AC IMPERVIOUS 3.869 AC TOTAL L = 4 5 2 ' , s = 0. 0 2 4 F T / F T AdD HnB NRCS SOIL TYPE (TYP.) NRCS SOIL BOUNDARY (TYP.) SEDIMENT 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. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF ESSIONAL E N G INEERL ICEN S E D 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 30 60 90 15°±VT GridMagnetic Existing Stormwater Plan C4-01 4/03/2023 1" = 30' 19-268 ADP AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 1 03/31/23 ADPFinal Plat Revisions SPAN: 600-188-11469 PARCEL: 1640-00600 PROJECT INFORMATION: 1.OWNER/APPLICANT: 600 SPEAR FJT, LLC 600 SPEAR EBT, LLC ONE NATIONAL LIFE DRIVE - M230 MONTPELIER, VERMONT 05604 2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600 3.PHYSICAL ADDRESS 600 SPEAR STREET OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403 4.PARCEL SIZE: 8.63± AC 5.TOTAL EXISTING IMPERVIOUS AREA:0.560 AC 6.EXISTING IMPERVIOUS TO S/N 001:0.364 AC RECEIVING WATER AT S/N 001: UNNAMED WETLAND TRIBUTARY OF THE POTASH BROOK 2 05/18/23 ADPStaff Comments M M M OHG UG UG UG UGOHOHOHOH OHOHOHOHSWWWWW WWWW W W ØØØW W ØØØØØØØØØØØØØØ2" UT UT UT UT 2" 18" MAPLE 24" MAPLE 401/36 37 38 BLUE SPRUCE BLUE SPRUCE N/F REGINALD C. & ROSE M. HEBERT N/F UVM & STATE AGRICULTURAL COLLEGE N/F ROBERT COUILLARD CONTINUES NORTHWEST 50'WETLANDBUFFERi = 293.58 291 297 290 289 288 288 289 290 291 28 7 295296297298299300297298299289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 294 299295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 2952942932922892 9 0 291292293294 294 292 293 294 295 29 8 2962 9 5 298 297 299 2 9 9 299 301 300301298297296295W WWWWWWWW301301300300299289 290 291292293294 295 296 296 290289 291292 293 297 296 BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 14%W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM S UG DDDD DDDDDDD D D D D D D D D D D D D WW S BUILDING 3 BUILDING 4 WDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D DD S S S S299298 296297 298298299300300 299 299298299299299 299 299 298298 297 29829729 8 298 294295296297 298 300 294 295 296295294294 295296 29 8 299 299 299 294 295296 299 299 299 297 296 295 296 295 297 296295 297 296 298 297296298296 298 294 295 293 296 288290 292 FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 ACCESS TO SOLAR AREA WWWWWWWWWSSSSS S S S S S S S S S SSS 298 3 0 0 299299297 299 299299 G G G G G G G GGGGGG G G G G G G G G G UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUG UG UG UG294297 298299 293 . 1 + 295 . 0 + 294 . 9 +DNSPEAR STREETD N/F REGINALD C. & ROSE M. HEBERT N/F UVM & STATE AGRICULTURAL COLLEGE N/F ROBERT COUILLARD RIPRAP OUTFALL NON- RESIDENTIAL STRUCTURE AdD HnB AdA DRAINAGE AREA 1 1.307 AC 0.788 AC IMP 0.686 AC NEW IMP 0.026 REDEVELOPED IMP 0.076 EXISTING IMP DRAINAGE AREA 2A 0.411 AC 0.162 AC IMP DRAINAGE AREA 2B 0.353 AC 0.101 AC IMP DRAINAGE AREA 4 0.490 AC 0.281 AC IMP DRAINAGE AREA 3 1.308 AC 0.804 AC IMP 0.640 AC NEW IMP 0.147 REDEVELOPED IMP 0.017 EXISTING IMP L = 20 8 ' , s = 0 . 0 1 4 f t / f t L = 196', s = 0.015 ft/ft L = 116', s = 0 . 0 1 3 f t / f t L = 1 0 9 ' , s = 0 . 0 1 4 f t / f tL = 178', s = 0.022 ft/ftNRCS SOIL TYPE (TYP.) NRCS SOIL BOUNDARY (TYP.) GRAVEL WETLAND 3 TOP OF SOIL = 295.0 BOTTOM OF GRAVEL = 292.0 GRAVEL WETLAND 1 TOP OF WETLAND SOIL = 294.0 BOTTOM OF GRAVEL WETLAND = 291.0 GRAVEL WETLAND 2B TOP OF WETLAND SOIL = 296.0 BOTTOM OF GRAVEL = 292.0 GRAVEL WETLAND 2B TOP OF WETLAND SOIL = 296.0 BOTTOM OF GRAVEL = 293.0 GRAVEL WETLAND 4 TOP OF WETLAND SOIL = 295.0 BOTTOM OF GRAVEL = 292.0 SEDIMENT 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. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF ESSIONAL E N G INEERL ICEN S E D 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 30 60 90 15°±VT GridMagnetic Proposed Stormwater Plan C4-02 05/14/2021 1" = 30' 19-268 ADP AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 1 03/31/23 ADPFinal Plat Revisions SPAN: 600-188-11469 PARCEL: 1640-00600 PROJECT INFORMATION: 1.OWNER/APPLICANT: 600 SPEAR FJT, LLC 600 SPEAR EBT, LLC ONE NATIONAL LIFE DRIVE - M230 MONTPELIER, VERMONT 05604 2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600 3.PHYSICAL ADDRESS 600 SPEAR STREET OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403 4.PARCEL SIZE: 8.63± ACRES EXISTING CONDITIONS EXISTING IMPERVIOUS (INCLUDING:0.560 AC OUTSIDE OF DRAINAGE AREA) PROPOSED CONDITIONS EXISTING IMPERVIOUS TO BE REMOVED:0.099 AC EXISTING IMPERVIOUS TO REMAIN:0.196 AC (NOT FOR PERMIT COVERAGE) PROPOSED NEW IMPERVIOUS:1.870 AC PROPOSED REDEVELOPMENT:0.173 AC EXISTING IMPERVIOUS: 0.092 AC (FOR PERMIT COVERAGE) TOTAL PROPOSED TREATED IMPERVIOUS:2.135 AC TOTAL POST DEVELOPMENT IMPERVIOUS:2.331 AC 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 IMPERVIOUS ASSOCIATED WITH A PROPOSED PUD. THE PUD WILL INCLUDE EIGHT NEW MULTIFAMILY RESIDENCES AS WELL AS NEW CITY STREETS AND SIDEWALKS. THE EXISTING COMMERCIAL BUILDING IS NOT FOR PERMIT COVERAGE. THE PROPOSED STORMWATER TREATMENT WAS DESIGNED IN ACCORDANCE WITH THE 2017 VERMONT STORMWATER MANAGEMENT MANUAL, 3-9050 GENERAL STORMWATER OPERATIONAL PERMIT, AND THE 2021 SOUTH BURLINGTON CITY ORDINANCE: STORMWATER UPGRADE FEASIBILITY ANALYSIS. RECEIVING WATER AT S/N 001: UNNAMED WETLAND TRIBUTARY OF THE POTASH BROOK KEY PROPOSED REDEVELOPMENT EXISTING IMPERVIOUS TO BE REMOVED AREA SUBJECT TO POST CONSTRUCTION SOIL DEPTH AND QUALITY STANDARD SUB-DRAINAGE AREA BOUNDARY 2 05/18/23 ADPStaff Comments DDDDDDDDDM M M OHG UG UG UG UGOHOHOHOH OHOHOHOHSWWWWW WWWWWW W W ØØØW W ØØØØØØØØØØ2" UT UT UT UT 2" 18" MAPLE 24" MAPLE 401/36 37 38 BLUE SPRUCE BLUE SPRUCE N/F REGINALD C. & ROSE M. HEBERT N/F UVM & STATE AGRICULTURAL COLLEGE N/F ROBERT COUILLARD CONTINUES NORTHWEST 50'WETLANDBUFFER291 297 290 289 288 288 289 290 291 28 7 295296297298299300298299289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 295293292289 2 9 0 291292293294 294 292 293 294 295 2 9 8 2962 9 5 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWW301301300300299299298298297297297 296CB-RIM=295.8 i(S)15" HDPE= 291.4 i(N)15"HDPE=290.9 SUMP=290.05 CB-RIM=292.9 i(S)15" HDPE= 288.7 i(N)15"HDPE=288.15 SUMP=287.2 WATER MANHOLE-RIM=298.8 TOP 24" D.I. WATERLINE= 293.8 i(OUT TO WEST) 4" PVC=290.9 12" AC WATER MAIN APPROX. LOCATION PER CWD BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 1:12MAX.W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM S UG DDDD DDDDDDD D D D D D D D D D D D D WW S BUILDING 3 BUILDING 4 WDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D DD S S S S299298 296297 298298299300300 299 299298299299299 299 299298298 297 29829729 8 298 294295296297 298 300 294 295 296 295294294295296 2 9 8 299 299 299 294 295296 299 299 299 297 296 295 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 ACCESS TO SOLAR AREA WWWWWWWWWSSSSS S S S S S S S S S SSS 298 3 0 0 299299297 299 299299 G G G G G G G GGGGGG G G G G G G G G G UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUG UG UG UG 300 299298297298297 297 298299SPEAR STREETN/F REGINALD C. & ROSE M. HEBERT N/F UVM & STATE AGRICULTURAL COLLEGE UNIVERSITY OF VERMONT N/F ROBERT COUILLARD RIPRAP OUTFALL NON- RESIDENTIAL STRUCTURE Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONTPROF ESSIONAL E N G INEERL ICEN S E D 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 30 60 90 15°±VT GridMagnetic Annotated Maintenance Plan C4-03 03/31/2023 1" = 30' 19-268 ADP AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont SPAN: 600-188-11469 PARCEL: 1640-00600 STORMWATER MAINTENANCE NOTES & RECOMMENDATIONS: 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 WHICH ROUTINELY ERODE. RAIN GAURDIAN PRE-TREATMENT STRUCTURES: TURRET AND FOXHOLE CATCH BASINS TO BE INSPECTED ANNUALLY. ANY ACCUMULATED SEDIMENT OR DEBRIS WITHIN GRATE OR CHAMBER SHOULD BE REMOVED AND PROPERLY DISPOSED. FILTER WALL SHOULD BE REMOVED, BRUSHED WITH A STIFF BROOM, RINSED CLEAN AND REPLACED. DRAIN MANHOLES: ALL STORMWATER MANHOLES TO BE INSPECTED ANNUALLY. ANY ACCUMULATED SEDIMENT OR DEBRIS WITHIN STRUCTURES SHOULD BE REMOVED. ENSURE COVER IS SECURE AND INTACT, AND THAT THE STRUCTURE MATCHES DESIGN PLANS. OUTLET STRUCTURES: ALL STORMWATER OUTLET STRUCTURES TO BE INSPECTED ANNUALLY. ANY ACCUMULATED SEDIMENT OR DEBRIS WITHIN STRUCTURES SHOULD BE REMOVED. ENSURE GRATE IS FREE OF DEBRIS AND THAT THE STRUCTURE MATCHES DESIGN PLANS. PIPE INLET/OUTLETS: STORMWATER PIPE INLET/OUTLET TO BE INSPECTED ANNUALLY. ENSURE INLET/OUTLET IS FREE OF DEBRIS OR ACCUMULATED SEDIMENT AND THAT NO EROSION HAS OCCURRED. IF EROSION HAS OCCURRED, IT SHOULD BE REPAIRED WITH STONE. GRAVEL WETLAND & FILTER STRIP: GRAVEL WETLAND SHOULD BE INSPECTED ANNUALLY. ANY ACCUMULATED SEDIMENT AND DEAD OR DYING VEGETATION WITHIN THE GRAVEL WETLAND SHOULD BE REMOVED AND PROPERLY DISPOSED. ANY EROSION IN THE GRAVEL WETLAND SHOULD BE REPAIRED TO ORIGINAL DESIGN OR CONTACT ENGINEER. PERFORATED RISERS AND CLEANOUTS IN GRAVEL WETLAND SHOULD BE INSPECTED ANNUALLY. IF ACCUMULATED SEDIMENT IS OBSERVED IN THE RISERS/CLEANOUTS, THE UNDERDRAINS OF THE GRAVEL WETLAND SHOULD BE FLUSHED. IF A PERMANENT POOL OF WATER IS NOT OBSERVED WITHIN THE RISERS/CLEANOUTS CONTACT ENGINEER TO DETERMINE IF A LEAK IS PRESENT. FILTER STRIP AND PEASTONE DIAPHRAGM TO BE INSPECTED ANNUALLY. SHOULD SEDIMENT DEPOSITS BE OBSERVED WITHIN DIAPHRAGM OR FILTER STRIP THEY SHOULD BE REMOVED AND PROPERLY DISPOSED. ANY DISPLACED STONE SHOULD BE REPAIRED TO MATCH ORIGINAL DESIGN DETAILS. ANY EROSION SHOULD BE BE REPAIRED BY REGARDING TO ORIGINAL DESIGN, SEEDING AND STRAW MULCHING. PROJECT INFORMATION: 1.OWNER/APPLICANT: 600 SPEAR FJT, LLC 600 SPEAR EBT, LLC ONE NATIONAL LIFE DRIVE - M230 MONTPELIER, VERMONT 05604 2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600 3.PHYSICAL ADDRESS 600 SPEAR STREET OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403 4.PARCEL SIZE: 8.63± ACRES PURPOSE OF PLAN THE PURPOSE OF THIS PLAN IS TO PROVIDE 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. DDDDDDDDDDM M M OHG UG UG UG UGOHOHOHOH OHOHOHOHOHSWWWWW WWWWWWW W W ØØØW W ØØØØØØØØØØUT UT UT UT 24" MAPLE 401/36 37 38 TBM NAIL IN POLE #38 ELEV.=303.02 BLUE SPRUCE N/F REGINALD C. & ROSE M. HEBERT N/F UVM & STATE AGRICULTURAL COLLEGE N/F ROBERT COUILLARD CONTINUES NORTHWEST 50'WETLANDBUFFER291 297 290 289 288 288 289 290 291 28 7 295296297298299300297298299300301289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 2 9 3 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 295294 293292289 290291292293294 294 292 293 294 295 29 8 2962 9 5 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWW30130130130030030029929929929829829829729729 7 297296CB-RIM=292.9 i(S)15" HDPE= 288.7 i(N)15"HDPE=288.15 SUMP=287.2 12" AC WATER MAIN APPROX. LOCATION PER CWD 289 290 291292293294 295 296 296 290289 291292 293 297 296 BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 14%W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM S UG DDDD DDDDDDD D D D D D D D D D D D D WW S BUILDING 3 BUILDING 4 WDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D DD S S S S299298 296297 298298299300300 299 299298299299299 299 299 298298 297 29829729 8 298 294295296297 298 300 294 295 296 295294294295296 2 9 8 299 299 299 294295296 299 299 299 297 296 295 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 ACCESS TO SOLAR AREA WWWWWWWWWSSSSS S S S S S S S S S SSS 298 3 0 0 299299297 299 299299 G G G G G G G GGGGGG G G G G G G G G G UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUG UG UG UG294297 298299 293 . 0 + 29 3 . 1 + 29 5 . 0 + 29 4 . 9 +DNSPEAR STREETN/F REGINALD C. & ROSE M. HEBERT N/F UVM & STATE AGRICULTURAL COLLEGE UNIVERSITY OF VERMONT N/F ROBERT COUILLARD RIPRAP OUTFALL NON- RESIDENTIAL STRUCTURE SILT FENCE (TYP) SCE LIMIT OF DISTURBANCE CONSTRUCTION ENTRANCE AdD HnB AdA STONE CHECK DAM (TYP.) BARRIER TAPE (TYP.) SOIL STOCKPILE (TYP.) PIPE INLET PROTECTION NRCS SOIL TYPE (TYP.) NRCS SOIL BOUNDARY (TYP.) SEDIMENT 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. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF ESSIONAL E N G INEERL ICEN S E D 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 30 60 90 15°±VT GridMagnetic Overall EPSC Plan C5-01 05/14/2021 1" = 30' 19-268 ADP AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 1 03/31/23 ADPFinal Plat Revisions SPAN: 600-188-11469 PARCEL: 1640-00600 SOIL STOCK PILE BARRIER TAPE SILT FENCE STABILIZED CONSTRUCTION ENTRANCE STONE CHECK DAM INLET PROTECTION SCE EPSC LEGEND 2 04/12/23 ADPCity Staff Comments 3 05/18/23 ADPStaff Comments G GOH OHOHOHW W W W 38 298294 295 300 299 298 297 296 295299 301 301WWWW301297 296 SIGN: STOP W W W W W W W W W W W W W W W W W W W W W W WSSUGUGDDD D D D D D S S S S S S NEW CITY STREET WWWW0+00 1+00 2+00 3+00 4+00 5+00 5+50.1 REDUCE FROM 8" TO 4" ON EAST SIDE OF CROSS FITTING. 8" CLASS 52 DI WATER MAIN EXISTING FIRE PROTECTION HYDRANT TO BE REPLACED G G G G G G G G G G G GGG G G G G UG UG UG UGUGUGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG 8" WET TAP CONNECTION AND TAPPING VALVE ON EXISTING 12" MAIN UGUGMULTIUSE PATH PROPOSED50' R.O.W.SIGN: NO PARKING SIGN: ACCESSIBLE PARKING SIGN: RESERVED EV PARKING SIGN: LEFT CURVE PROPOSED FIRE PROTECTION HYDRANT SIGN: NO PARKING SIGN: NO PARKING 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 290 292 294 296 298 300 302 304 306 308 310 290 292 294 296 298 300 302 304 306 308 310 3.19% 2% 2%FINISH GRADE EXISTING GRADE APPROX. EDGE OF SPEAR STREET PAVEMENT APPROX. LOCATION EXISTING 12" WATER MAIN PROPOSED 8" TAPPING SLEEVE & VALVE 6' (MIN.) COVERSEE TYPICAL TRENCH DETAILPROPOSED 8" CLASS 52 DI WATER MAIN CENTERLINE INTERSECTIONPROPOSED PUBLIC ROADSTATION ±4+31.5PROPOSED 8"x8"x8"x8" CROSS FITTING, 8" VALVE ON SOUTH, WEST & NORTH SIDES REDUCE TO 4" ON EAST SIDE OF CROSS AND INSTALL 4" GATE VALVE INSTALL 8" CLASS 52 DI STUB TO SOUTHERN BOUNDARY (SEE PLAN) CAP AND INSTALL THRUST BLOCK. PROPOSED 4" CLASS 52 DI WATER LINE VC = 25' PVI 4+44.3 ELEV. = 297.75 VC = 25' PVI 1+97.4 ELEV. = 297.75 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Plan and Profile C6-01 03/31/2023 Shown 19-268 RMP AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont PLAN 1" = 20'-0"A B PROFILE 1" = 20' HORIZ & 1" = 2' VERT Final Plat1 03/31/23 CMJ Staff Comments2 05/18/23 CMJ 289290291292293295294295298296294289290291292293294295296296290289291292296WWWWWWWWWWWWWWWWWSSSSSSSSSSFMFMFMFMF M FMFMFMUGUGDD D D D D D D D D D DD DDDDDDDDDDDWWDD DDSSSW W W W W W W W W W W W W WS SSSSSSSSSSSSGGG G G G G G G GGGGGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG50+00 51+00 52+00 53+00 53+27.4 286 288 290 292 294 296 298 300 302 304 286 288 290 292 294 296 298 300 302 304 FINISH GRADE EXISTING GRADE SMH 6 RIM = 297.8 8" iIN (S) = 292.02 8" iIN (E) = 292.02 8" iOUT (N) = 291.92 SMH 5 RIM = 298.5 4" iIN (E) = 291.6 4" iIN (W) = 291.6 8" iIN (S) = 291.6 8" iOUT (N) = 291.5 SMH 4 RIM = 298.25 4" iIN (E) = 291.05 4" iIN (W) = 291.05 8" iIN (S) = 291.05 8" iOUT (N) = 290.95 8" PVC, S = 0.004 FT/FT SMH 2 RIM = 297.25 8" iIN (N) = 290.76 8" iIN (S) = 290.76 8" iIN (E) = 290.76 8" iOUT (W TO P.S.) = 290.66 PROFILE NOTES: 1. SEWER MAIN TO BE INSTALLED ±6' EAST OF ROAD CENTERLINE. 2. WATER MAIN TO BE INSTALLED ±20' EAST OF ROAD CENTERLINE TO MAINTAIN 10' (MIN.) HORIZONTAL SEPARATION. WATER SERVICE/SEWER CROSSINGS ARE TO MAINTAIN 18" (MIN.) VERTICAL SEPARATION. SEE WATER/SEWER CROSSING DETAIL. 3. STORM LINE TO BE INSTALLED ±4' WEST OF ROAD CENTERLINE. 8" CLASS 52 DI WATER MAIN (SEE PROFILE NOTES) 8"x8"x4" TEE WITH 8", 8", & 4" GATE VALVES (4" (S) TO BLDS 2, 3 &4) INSTALL 8" CLASS 52 DI STUB, CAP AND INSTALL THRUST BLOCK. (SEE SITE PLAN) SEE WATER MAIN PROFILE SHEET C6-01 8" PVC, S = 0.004 FT/FT 8" PVC, S = 0.004 FT/FTWATER 18" BELOW SEWER AT CROSSING6' (MIN.) COVERSEE TYPICAL TRENCH DETAIL18"MIN18"MINWATER 18" BELOW SEWER AT CROSSINGS18"MIN18"MINDMH R=297.5 iIN=294.5 iOUT=294.5 DMH R=299.2 iIN(E)=295.0 iIN(S)=293.9 iOUT=293.9 DMH R=297.5 iIN(E)=288.8 iIN(S)=293.0 iOUT=288.8 50+00 50+50 51+00 51+50 52+00 52+50 53+00 280 280 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. SPAN: 600-188-11469 PARCEL: 1640-00600 Plan and Profile C6-02 5/14/2021 Shown 19-268 RMP AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont PLAN 1" = 20'-0"A B PROFILE 1" = 20' HORIZ 1" = 2' VERT Final Plat1 03/31/23 CMJ Staff Comments2 05/18/23 CMJ 30430530130230330030230130430530 6 303300304305306 OH OHOHOH 303303 303 302 301GGGGSSSSSS SN/F J. MUNSON & C. BESSETTEINTERSTATE 89 SFM FM F M FMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM DIRECTIONAL DRILL SENDING PIT, OPEN EXCAVATION FROM THE PUMP STATION TO THIS POINT. DIRECTIONAL DRILL UNDER INTERSTATE 89 TO THE LOCATION SHOWN ON THE PLANS NAMED RECEIVING PIT. DIRECTIONAL DRILL RECEIVING PIT. FROM THIS POINT TO THE PROPOSED MANHOLE, OPEN TRENCH CUT.SSSSN/F STATE OF VERMONT (I-89) N/F CHAMPLAIN HOUSING TRUST, INC.OAKWOODDRIVEPROPOSED SEWER MANHOLE SMH1A RIM = 302.6 4" FM iIN (W) = 297.5 8" iOUT (N) = 295.5 EXISTING SEWER MANHOLE RIM = 303.0 8" iIN (NE) = 292.3 18" iIN (NE) = 291.5 8" iIN (NW) = 292.35 NEW 8" iIN (W) = 293.0 18" iOUT (S) = 291.45 PROPOSED SEWER MANHOLE SMH1B RIM = 303.0 8" iIN (S) = 293.6 8" iOUT (E) = 293.5 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50105+00105+50105+75.2 EXISTING SHED TREE LINE FORCEMAIN JUNCTION MANHOLE 10'MIN4" DR11 HDPE DIRECTIONALLY DRILLED FORCEMAIN (NO JOINTS IN FORCMAIN BETWEEN BORI N G P I T S )8" SDR 35, S = 0.016 FT/FTCONTRACTOR TO LOCATE NEARBY UNDERGROUND UTILITIES INCLUDING GAS AND ENSURE UTILITIES ARE NOT DISTURBED DURING SEWER LINE INSTALLATION FORCEMAIN TO BE LOCATED WITHIN 15' WIDE EASEMENT 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 105+75290 300 310 290 300 310 EXISTING GRADE I-89 SOUTH BOUND I-89 NORTH BOUNDAPPROX. INTERSTATERIGHT OF WAYSMH 1ASTA.=104+50.7RIM=302.64" FM iIN=297.58" iOUT=295.5SMH 1B STA.=105+65.2 RIM=303.0 8" iIN=293.6 8" iOUT=293.5APPROX. INTERSTATERIGHT OF WAYFENCEFENCE8" SDR 35 PVC EXISTING GRAVEL SURFACE 4"Ø FORCEMAIN 4"Ø FORCEMAIN DIRECTIONAL DRILLING SENDING PIT EX. SEWER MANHOLE RIM=303.0 8" iIN (NE)=292.3 18" iIN (NE)=291.5 8" iIN (NW)=292.35 NEW 8" iIN (W)=293.0 18" iOUT (S)=291.45 EDGE OF OAKWOOD DRIVE EXISTING PAVED SURFACE DIRECTIONAL DRILLING RECEIVING PIT FORCEMAIN MAN HOLE RIM = 331.0 4" iIN = 329.5 4" iOUT = 329.5 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: 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. PLANNING ENVIRONMENTAL SPAN: 600-188-11469 PARCEL: 1640-00600 Sewer Plan and Profile C6-03 03/31/2023 Shown 19-268 PJM AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticPART 1 GENERAL 1.1 DESCRIPTION OF WORK: A.THE CONTRACTOR SHALL PROVIDE ALL INVESTIGATION, PLANNING, GEOTECHNICAL WORK, EQUIPMENT, LABOR, ETC. NECESSARY TO PROPERLY INSTALL THE PROPOSED DIRECTIONAL BORES AS INDICATED ON THE CONSTRUCTION USING HORIZONTAL DIRECTIONAL DRILLING (DIRECTIONAL BORING) TECHNOLOGY. PIPE MATERIALS SHALL MATCH THOSE INDICATED ON THE PLANS. 1.2 SUBMITTALS: B.PRESENTATION OF SIMILAR EXPERIENCE OVER THE LAST 3 YEARS. C.WRITTEN PROCEDURE DESCRIBING IN DETAIL THE PROPOSED METHOD INCLUDING, BUT NOT LIMITED TO: C.1.SIZE, CAPACITY AND ARRANGEMENT OF EQUIPMENT. C.2.LOCATION AND SIZE OF DRILLING AND RECEIVING PITS. C.3.DEWATERING AND METHODS OF REMOVING SPOIL MATERIAL. C.4.METHOD OF FUSION OF PIPE SEGMENTS AND TYPE OF EQUIPMENT. C.5.TYPE OF CUTTING HEAD. C.6.METHOD OF MONITORING AND CONTROLLING GRADE AND LINE. C.7.BENTONITE DRILLING MUD PRODUCT INFORMATION, MATERIAL SAFETY DATA SHEET, AND METHOD OF MIXING AND APPLICATION. 1.3 PROJECT CONDITIONS: A.COMPLETE HDD SO AS TO NOT INTERFERE WITH, INTERRUPT, OR ENDANGER SURFACE AND ACTIVITY THEREON. B.COMPLY WITH ALL APPLICABLE ORDINANCES, CODES, STATUTES, RULES, AND REGULATIONS. C.DEPTHS OF ALL EXISTING UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR PRIOR TO THE CROSSING TO AVOID CONFLICTS. PART 2 MATERIALS 2.1 MATERIALS: A.PIPE A.1.HDPE: DR11. THE MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES SHALL BE FOLLOWED REGARDING THE INSTALLATION OF THEIR PIPE MATERIALS. A.2.HDPE JOINTS: USE BUTT FUSION JOINING TECHNIQUE FOR JOINING PIPE SEGMENTS INSTALLED BY HDD. MECHANICAL COUPLINGS AREA NOT ALLOWED FOR JOINING OF DIRECTIONAL DRILLED PIPE. A.3.MECHANICAL JOINT ANCHOR FITTINGS SHALL BE USED TO TRANSITION FROM HDPE TO PVC. B.DRILLING FLUID: B.1.BENTONITE DRILLING MUD COMPATIBLE WITH THE ENVIRONMENT. B.2.WASTE OIL OR ENVIRONMENTALLY NON-COMPATIBLE POLYMERS CANNOT BE PART OF THE COMPOSITION. PART 3 EXECUTION 3. PREPARATION: A.EXCAVATE PITS FOLLOWING THE WORKING DRAWINGS TO THE DEPTHS REQUIRED TO PERFORM OPERATION. B.PROVIDE EQUIPMENT TO GUARD AGAINST ELECTROCUTION DURING HDD OPERATION. 3.2 OPERATION AND INSTALLATION: A.PROVIDE METHOD TO CONTROL LINE AND GRADE. B.THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL NECESSARY WATER FOR THE INSTALLATION. C.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A SLURRY CONTAINMENT PIT AND SHALL REMOVE ALL EXCESS MATERIAL AND DISPOSE OF APPROPRIATELY OFFSITE UPON COMPLETION. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE PROVIDED TO CONTAIN ANY SOLIDS FROM MIGRATING BEYOND THE PROJECT LIMITS. D.NO ADDITIONAL PAYMENTS WILL BE MADE TO THE CONTRACTOR IF ROCK IS ENCOUNTERED OF IF SOIL CONDITIONS REQUIRE ADDITIONAL CONSTRUCTION TIME AND OR EQUIPMENT. E.PROPER CONNECTION TO THE PIPING AT EACH END SHALL BE DONE BY STANDARD EXCAVATION. F.THE PIPING SHALL BE INSTALLED AT MINIMUM DEPTHS INDICATED ON THE PLANS AND SHALL DEVIATE NO MORE THAN SIX INCHES ALONG THE VERTICAL AXIS AND 2 FEET ALONG THE HORIZONTAL ALIGNMENT. PART 4 REPORTING A.THE CONTRACTOR SHALL REPORT AND CONFIRM HORIZONTAL AND VERTICAL LOCATION OF FORCEMAIN EVERY 50 FEET, CONFORMATION SHALL NOTE THE FORCEMAIN IS CENTERED IN THE EASEMENT AND INSTALLED TO THE PROPER DEPTH. B.THE CONTRACTOR SHALL SUBMIT AS-BUILTS ON EXACT DEPTH AND LOCATION UPON COMPLETION OF THE DRILLING. DIRECTIONAL DRILLING NOTES: PROPOSED FORCE MAIN/INTERSTATE CROSSING PROFILE SCALE: 1" = 20' HORIZ 1" = 10' VERT PROPOSED FORCE MAIN/INTERSTATE CROSSING PLAN SCALE: 1" = 20' Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL 1 08/08/18 JADPer Town Comments Site Details C8-101 03/31/2023 Shown 19-268 CMJ AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 2 04/22/19Revision to Incorporate GMP's Transformer JAD 3 04/26/19Removed Bollard Detail JAD CONCRETE CURB AND SIDEWALK NOTE: ADDITIONAL MEASURES AT BUILDING ENTRANCE POINTS MAY BE REQUIRED PER THE ARCHITECT, OWNER, OR STRUCTURAL ENGINEER. THIS MAY INCLUDE FOOTING FOR THE SIDEWALK, ADDITIONAL GRAVEL, UNDERDRAIN, OR ADDITIONALLY REBAR. FROST ACTION IS NOT ALWAYS EASILY PREDICTED BUT THE INTENT IS TO MINIMIZE FROST ACTION IN SENSITIVE AREAS SUCH AS HANDICAP RAMPS AND DOOR ENTRANCE POINTS. 6" SAND BORROW AND CUSHION TO BE USED IN POORLY DRAINED SOILS OR OVER BEDROCK (VAOT 703.03) FOR BOTH ROADWAY AND SIDEWALK COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR) MIRAFI 500X ROAD STABILIZATION FABRIC GRAVEL FOR SUB-BASE CRUSHER RUN GRAVEL OR PLANT MIX SLOPE SUBBASE TO DRAIN BITUMINOUS PAVEMENT CONCRETE CURB CONCRETE SIDEWALK (SEE SITE PLAN FOR WIDTH) EXPANSION JOINT MATERIAL (TO BE PLACED WHERE SIDEWALK ABUTS A STRUCTURE) 6" 7" REVEAL 1" R 18" MIN.5"18"30" #4 REBAR 30" O.C., BOTH WAYS 8" MIN9" 1/4"/FT. TRUDELL CONSULTING ENGINEERS LAST REVISED 03/11/2021 SD 030.3.3 1"=1' COAT WITH EMULSIFIED ASPHALT 2" 12" 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 030.1.1 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 010.5.3LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS PAVEMENT JOINT DETAIL WITH COLD PLANE 30" 1-1/2" TYPE III OVERLAY 1-1/2" TYPE III 3" TYPE II 6" 18" EXISTING SURFACE EXISTING PAVEMENT MATCH EXISTING HIGHWAY BASE DEPTH EXISTING BASE (ASSUME 24" DEPTH) (ASSUME 5" DEPTH) COLD PLANESAW CUTFINE-GRADED CRUSHED GRAVEL DENSE-GRADED CRUSHED STONE COAT WITH EMULSIFIED ASPHALT COMPACT BACKFILL SAME MATERIAL AS REMOVED IN 6" LIFTS TO 95% STANDARD PROCTOR NEW PAVEMENT TYPE AND THICKNESS UNLESS INDICATED OTHERWISE ON SITE PLAN SD 020.1.6 1" = 1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL CURB DETAIL SLOPE BITUMINOUS PAVEMENT SEE SECTION DETAIL CONCRETE CURB CLASS B CONCRETE GRAVEL BASE CRUSHED GRAVEL MIRAFI 500X FILTER FABRIC 6" R1" 18" 6" TOPSOIL 12" CRUSHED GRAVEL 7" REVEAL SAND BORROW 2" 12" 9" PRIOR TO PAVING, COAT CONTACT AREA WITH EMULSIFIED ASPHALT NOTES: 1.CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2.CURBING EXPANSION JOINTS SHALL BE INSTALLED EVERY 20' (1/2" SPONGE RUBBER OR CORK). 3.ALL CONCRETE SHALL BE AIR ENTRANCED NOT LESS THAN 5% OR MORE THAN 7%). 4.SLIP FORMING SHALL NOT BE USED IN CURB CONSTRUCTION. SD 020.1.2 0.02 PAVEMENT SURFACE 1" R LAST REVISED 03/11/2021 CAST-IN-PLACE MOUNTABLE CONCRETE CURB 1/4" R 1 1/2" R NOTES: 1.SEE SITE PLAN FOR LOCATION. 2.SEE TYPICAL CURB DETAIL FOR BACKFILL REQUIREMENTS. 3.CLASS B CONCRETE CURB. SD 010.3.1LAST REVISED 03/04/2021TRUDELL 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 OR MORE SUBBASE MATERIALS. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS. SECTION WEARING COURSE (TYPE III) (VAOT 406) IF DELAYED, DISCUSS WITH ENGINEER ADDITIONAL MEASURES TO INCLUDE SWEEPING ROADWAY AND EMULSIFIED ASPHALT 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 090.1.2 3/4" = 1'-0" LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS PAVEMENT CUT TRENCH6' MIN. COVER6"D+2' CL SAW CUT EXISTING PAVEMENT KEEP CUT AS NARROW AS PRACTICAL EXISTING BITUMINOUS PAVEMENT 1 1/2" MINIMUM BITUMINOUS TOP COURSE, TYPE III OR IV, 2" MINIMUM BITUMINOUS BASE COURSE, TYPE II, INCREASE AS NEEDED TO MATCH EXISTING, UNLESS INDICATED OTHERWISE CRUSHED GRAVEL GRAVEL BASE SAND CUSHION COMPACT BACKFILL SAME MATERIAL AS REMOVED IN 6" LIFTS TO 95% STANDARD PROCTOR SEE SITE PLAN FOR PIPE SIZE AND MATERIALD MATCH EXISTING ROAD SECTION UNLESS INDICATED OTHERWISE COAT WITH EMULSIFIED ASPHALT, (TYPICAL) NOTES: 1.IF PAVEMENT CUT IS WITHIN 4' OF EDGE, REMOVE TO EDGE AND RE-PAVE. 2.IF NECESSARY THE SHOULDER SHALL BE REPLACED TO EQUAL OR BETTER CONDITION THAN PRE-CONSTRUCTION. 3.ALL EXISTING PAVEMENT MARKINGS SHALL BE RE-PAINTED AS NEEDED. W11-2 TAPCO RRFB-XL OR EQUIVALENT R10-25 PUSH BUTTON TO TURN ON WARNING LIGHTS W16-7P TRUDELL CONSULTING ENGINEERS PEDESTRIAN CROSSING WITH RRFB Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. 1 05/18/23 LETStaff Comments Site Details C8-102 03/31/2023 Shown 19-268 CMJ AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont PAVEMENT MARKINGS 1.1 QUALITY ASSURANCE Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of state DOT or local municipality for pavement-marking work. 1.2 FIELD CONDITIONS Environmental Limitations: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F for alkyd materials, 55 deg F for water-based materials, and not exceeding 95 deg F. 1.3 PAVEMENT-MARKING PAINT A.Pavement-Marking Paint: Alkyd-resin type, lead and chromate free, ready mixed, complying with AASHTO M 248; colors complying with FS TT-P-1952. Color: As indicated. B.All pavement marking within VTrans and Town right-of-way shall be in accordance with VTrans specifications. 1.4 PAVEMENT MARKING Apply temporary pavement marking before traffic is allowed on any newly paved area or as site conditions dictate. Allow final wearing surface to age for a minimum of 30 days before applying final permanent pavement marking. 1.5 PROTECTING AND CLEANING A.Protect pavement markings from damage and wear during remainder of construction period. B.Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. NON STDLAST REVISED 03/14/20182018 TRUDELL CONSULTING ENGINEERS PAVEMENT MARKINGS SD 070.1.2LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS TRASH DUMPSTER ENCLOSURE 10'0" 8'0" OPENING 1"=4'0" 1"=4'0" FRONT ELEVATION 5.5"1"=1'0" SIDING DETAIL 1"=4'0" TYPICAL ELEVATION PLAN 3.5" 1"=4'0" SECTION 18"STRAP HINGE BOLT THROUGH FRAME GATES 1/2" MDO BOARD 1'X4" TRIM LATCH 8" CONCRETE SLAB CLASS A CONCRETE WITH BROOM FINISH SILL 1"X8" PINE CAP 1"X6" #2 PINE SIDING STAIN TO MATCH BUILDING 2"X4" FRAME #4 REBARS 12" O.C., BOTH WAYS 18" CRUSHED STONE WITH 140N GEOTEXTILE FABRIC AROUND STONE UNDISTURBED SOIL 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 SD 050.2.3LAST REVISED 04/22/2021TRUDELL CONSULTING ENGINEERS BIKE RACK 2X 0.25" X 12.75" ANCHOR RODS 6" PORTLAND CEMENT PAD CLASS "B" CONCRETE NOTES: 1.BIKE RACKS SHALL BE INSTALLED PER THE ASSOCIATION OF PEDESTRIAN & BICYCLE (APBP) PARKING GUIDES 2.EMBEDMENT MOUNTED. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS 3.VERIFY QUANTITY AND PLACEMENT WITH OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDER, PURCHASE OR INSTALLATION. PRODUCT INFORMATION: MODEL: RING BIKE RACK OR APPROVED EQUAL MANUFACTURER: LANDSCAPE FORMS COLOR / FINISH: STAINLESS STEEL MOUNT: EMBEDDED / IN GROUND CONTACT INFO NADENE WORTH WEBSITE: LANDSCAPEFORMS.COM PHONE: 800-430-6206 x 1325 EMAIL: NADENEW@LANDSCAPEFORMS.COM 6" EMBEDDED 4" 2'-3" 4" Ø2'-1" GRADE Ø1 1/2"[38] TUBING MS-050.1.1LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS TYPICAL CROSSWALK MARKING SPACING NOT TO EXCEED TWICE STRIPING WIDTH WIDTH OF ROAD6'-8' REFLECTIVE WHITE STRIPING PER MUTCD SPACE STRIPING TO AVOID WHEEL PATH 18" - 24" MS-020.1.1 1"=1' LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS TYPICAL STOP BAR & STOP SIGN PLACEMENT EDGE OF SHOULDER ''STOP'' SIGNSTOP EDGE OF TRAVELLED WAY 4'' WHITE LINE REFLECTORIZED STOP BAR * 4' MIN. 30' MAX. *8'4'24"50' MAX.6' MIN.6' MINIMUM 12' MAXIMUM DOUBLE 4'' YELLOW CENTERLINE THE ''DESIRED STOPPING POINT'' IS THE LOCATION BASED ON SITE CONDITIONS THAT BEST ALLOWS THE STOPPED VEHICLE TO VIEW THE APPROACHING TRAFFIC. FOR ONE WAY ROADS "STOP" TO BE CENTERED IN ROAD WIDTH AND STOP BAR TO BE ACROSS FULL WIDTH OF ROAD ARROWS AND WORD MARKINGS THAT CONFORM TO THE DIMENSIONS SHOWN ON THIS SHEET OR AS DETAILED IN VTRANS STANDARD E-193 FOR HIGHWAY SIGNS AND PAVEMENT MARKING AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (CURRENT EDITION) PREPARED BY THE FEDERAL HIGHWAY ADMINISTRATION. SD 090.1.1 1"=1' LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS TYPICAL UTILITY TRENCH MOUND SLIGHTLY TO ALLOW FOR SETTLEMENT. PROVIDE 6" TOPSOIL, SEED & MULCH 4" PVC CONDUIT SCH 40 FOR POWER SERVICE OR PER UTILITY COMPANY REQUIREMENTS APPROVED BACKFILL WITH NO STONES LARGER THAN 8" MARKING TAPE (SUPPLIED BY UTILITY COMPANY) 12" 24" TRENCHES6"16" SANDBACKFILL36" MIN. COVERVERIFY WITHUTILITY COMPANYNOTE: OWNER/CONTRACTOR TO COORDINATE ALL UTILITY WORK WITH RESPECTIVE UTILITY COMPANY. INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. 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 020.2.2LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS HANDICAP CURB RAMP - PUBLIC R-O-W 7" REVEAL 7" REVEAL ACCESSIBLE ROUTE DROP CURB FLUSH WITH ROADWAY 4' WIDE MIN. 2' WIDE WARNING TEXTURE, CONTRASTING COLOR 7" REVEAL 7" REVEAL ACCESSIBLE ROUTE 4' WIDE MIN. 1:20 MA X . S L O P E 1:20 MAX. SLOPE FLARED SIDE 1:10 MAX. SLOPE (NOT A COMPONENT OF THE ACCESSIBLE ROUTE) ROUTE PERPENDICULAR TO STREET ROUTE PARALLEL TO STREET 2% MAX. SLO P E B O T H WAYS 1:20 PREFERRED SLOPE (1:12 MAX. FOR A MAX. RISE OF 6" WITHOUT HANDRAILS) COUNTER SLOPE 1:20 MAX. DROP CURB FLUSH WITH ROADWAY 2' WIDE WARNING TEXTURE, CONTRASTING COLOR 1:20 PREFERRED SLOPE (1:12 MAX. FOR A MAX. RISE OF 6" WITHOUT HANDRAILS) COUNTER SLOPE 1:20 MAX. 5'x5' MIN. SL O P E SL O P E SD 020.2.1TRUDELL CONSULTING ENGINEERS HANDICAP CURB RAMP - PARKING AREA NOTE FOR DESIGNER: THESE DETAILS ARE GENERIC AND FOR NEW CONSTRUCTION. SEE REGULATIONS FOR EXEMPTIONS DUE TO EXISTING CONDITIONS AND FOR UNIQUE SITUATIONS. SEE AOT DETAILS C3A AND C3B FOR ADDITIONAL CONFIGURATIONS WITHIN A PUBLIC R.O.W.. PLEASE NOTE THE 6" RISE LIMITATIONS WHEN USING A 1:12 SLOPE WHICH AOT NEGLECTS TO CALL OUT. 7" REVEAL 7" REVEAL ACCESSIBLE ROUTE 3' MIN. 5' PREFERRED 7" REVEAL 7" REVEAL ACCESSIBLE ROUTE 2% MAX. SLO P E B O T H W A Y S 3' MIN. 5' PREFERRED 5' WIDE ACCE S S I B L E A I S L E 2 % M A X SL O P E 2% MAX SLOPE 5' WIDE ACCES S I B L E A I S L E 2% M A X SL O P E 2% MAX SLOPE 5'x5' MIN. MIN. 4' UNOBSTRUCTED WIDTH ROUTE PERPENDICULAR TO PARKING AREA ROUTE PARALLEL TO PARKING AREA DROP CURB WITH A MAX. 1/4" VERTICAL OR 1/2" BEVELED LIP WITH A 1:2 SLOPE DROP CURB WITH A MAX. 1/4" VERTICAL OR 1/2" BEVELED LIP WITH A 1:2 SLOPE 1:20 PREFERRED SLOPE (1:12 MAX. SLOPE FOR A MAX. RISE OF 6" WITHOUT HANDRAILS) NORMAL SPACE - 8' WIDE* VAN SPACE - 11' WIDE LOCATE ACCESS AISLE (PREFERABLY) ON PASSENGER SIDE OF VAN SPACE HANDICAP SIGN HANDICAP SIGN *WILLISTON REQUIRES 9' WIDE SPACES ACCESSIBLE PARKING SPACE NORMAL SPACE - 8' WIDE* VAN SPACE - 11' WIDE LOCATE ACCESS AISLE (PREFERABLY) ON PASSENGER SIDE OF VAN SPACE 1:20 PREFERRED SLOPE (1:12 MAX. SLOPE FOR A MAX. RISE OF 6" WITHOUT HANDRAILS) WARNING TEXTURE (SEE DETAIL)WARNING TEXTURE (SEE DETAIL) Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL 1 09/09/20 CMJRevisions for Structure Testing Note Sanitary Details C8-201 03/31/2023 Shown 19-268 CMJ AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 2 12/21/20 CMJDrop Manhole Detail Revision 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 DIRECTION OF FLOWPLAN 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 TYPICAL SEWER TRENCH D + 24" FOR GRASSED AREAS FOR GRAVEL or PAVED SURFACES SEED AND MULCH, OVERFILL FOR SETTLEMENT INSTALL TRENCH DAM IN TRENCH TO PREVENT GROUNDWATER MOVEMENT IN THE PIPE BEDDING. 100' SPACING MAXIMUM. 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. 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"D6"12"SEE ROADWAY SECTIONSDEPTH VARIES - 4' MINIMUM COVER IN GRASSED AREAS5' MINIMUM COVER IN PAVED AREASDETECTABLE METALLIC WARNING TAPE LABELED "SEWER" INSULATION SHALL BE FULL WIDTH OF TRENCH TRUDELL CONSULTING ENGINEERS LAST REVISED 12/24/2020 S-010.1.1 3/4" = 1'-0"TYPICAL SEWER MANHOLE (PROFILE) WITH 30" DIA. COVER 32" MIN.56" MAX.VARIES30"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 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 ADJUSTMENTS TO MATCH LOCAL REGULATIONS. 5.PRIOR TO BACKFILL TEST MANHOLE FOR WATER TIGHTNESS IN ACCORDANCE WITH TESTING REQUIREMENTS. SEE DETAIL. 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 12/24/2020 1/2" = 1'-0" S-060.1.1 CL 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 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 4.24.8 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 S-005 1"=1'-0" LAST REVISED 3/5/2013TRUDELL CONSULTING ENGINEERS MANHOLE CHANNEL GEOMETRYFLOW DIRECTIONFLOW 90° MAX PLAN VIEW PRECAST CONCRETE MANHOLE 2'-0" RADIUS, MINIMUM 3/4" = 1'-0" LAST REVISED 07/21/2021TRUDELL CONSULTING ENGINEERS TYPICAL FORCE MAIN TRENCH 4" TOPSOIL (LOAM) SEED AND MULCH, AND OVERFILL FOR SETTLEMENT GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' D + 24" FOR GRASSED AREAS FOR PAVED SURFACES NOTES: 1.INSTALL TRENCH DAM IN TRENCH TO PREVENT GROUNDWATER MOVEMENT IN THE PIPE BEDDING. 100' SPACING MAXIMUM. 2.INSTALL FORCE MAIN AT A CONSTANT GRADE (NO HIGH POINTS OR LOW POINTS). UNLESS PROFILE INDICATES DIFFERENTLY. 3.INSTALL TO STRICTEST INTERPRETATION OF REQUIREMENTS. OPTIONAL: 4"x4"x48" PRESSURE TREATED POST OR EQUIVALENT PLASTIC MARKER EVERY 300' AND AT ALL BENDS & VALVES (GRASSED AREAS) PAINTED GREEN 6"DSEE ROADWAY SECTIONSDEPTH VARIES - 5' MINIMUM COVER IN GRASSED AREAS6' MINIMUM COVER IN PAVED AREAS24" ℄ INSULATION SHALL BE FULL WIDTH OF TRENCH EXTEND #12 GAUGE YELLOW TRACER WIRE AND WRAP AROUND NAIL ON POST 12" ABOVE GRADE S-010.2.16"BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO 95% DENSITY STANDARD PROCTOR UNDER ROADS OR PAVED SURFACES, AND 90% DENSITY ELSEWHERE INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL COMPACTED TO 95% DENSITY STANDARD PROCTOR SDR 21 FORCE MAIN SEE SITE PLAN FOR SIZE & TYPE. INSTALL TO MANUFACTURER'S REQUIREMENTS. SAND BED OR 1-1/2" CRUSHED STONE WHERE MINIMUM COVER CANNOT BE MAINTAINED COVER SEWER FORCEMAIN WITH 2" RIGID INSULATION AS SHOWN IN DETAIL. FOR ALL BURY DEPTHS, PLACE INSULATION AT ALL ROAD, DRIVE AND SIDEWALK CROSSINGS. EXTEND INSULATION 10' BEYOND CROSSINGS IN BOTH DIRECTIONS. INSTALL INSULATION AS SHOWN (DOUBLE LAYER ON TOP & SIDES, ONE LAYER ON BOTTOM). CONTINUOUS #12 GAUGE YELLOW TRACER WIRE WITH UV RESISTANT PE JACKET SUITABLE FOR DIRECT BURIAL TAPED TO TOP OF FORCEMAIN AT 6' INTERVALS. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL Sanitary Details C8-202 03/31/2023 As Shown 19-268 CMJ AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont S-027 1"=1' LAST REVISED 02/28/2020TRUDELL CONSULTING ENGINEERS TYPICAL SEWER CLEANOUTSEWER COVER WITH LIFT HOLE GENERAL FOUNDRY MODEL 11181 OR EQUAL (PLAN VIEW) CAST IRON CLEANOUT RING AND COVER 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 S 000.5.2LAST REVISED 03/08/2021TRUDELL 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 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 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. 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. ELEV. = 281.0 ELEV. = 282.0 EXISTING SOIL NOTE: HORIZONTAL AND/OR RADIAL POSITIONING OF INLETS IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO PLAN VIEW FOR ACTUAL LOCATIONS. 2" PER FOOT CONTROL PANEL DUPLEX PUMP TO POWER SOURCE 12" BACKFILL LC i = 291.5 IMPORTANT NOTES: OWNER SHOULD REVIEW LOCATION AND DISCUSS WITH THE PROJECT ENGINEER IF THE OWNER HAS CONCERN OVER LOCATION AND SEPTIC ODOR ISSUES. IT MAY BE NECESSARY TO EXTEND VENT PIPE ABOVE PEAK OF ROOF TO HELP REDUCE ODOR CONCERNS WHEN STATIONS ARE CLOSE TO THE BUILDINGS. THE ACTIVATED CARBON MESH SOCK WILL NEED TO BE REPLACED ONCE STRONG ODORS ARE FOUND COMING FROM THE CONTROL DEVICE. ALUMINUM DIAMOND PLATE 24"x24" MONHOLE ACCESS HATCH WITH LOCKING FLUSH TOP AND RECESSED HANDLE NOT SHOWN FOR CLARITY, REFER TO PLAN VIEW TO OPENSECURE WITH 3/8" STAINLESS STEEL ANCHOR BOLTS NOTES: 1.ALL FASTENERS & ANCHOR BOLTS SHALL BE STAINLESS STEEL 2.ADJUST PUMP OFF FLOAT SETTING TO ALLOW FOR FLOODED PUMP SUCTION AT ALL TIMES BACKFILL AROUND WET WELL AND VALVE PIT WITH GRAVEL COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 2'-0" LIFTS. BACKFILL UNIFORMLY AROUND STRUCTURES. 3" SCH. 40 PVC CONDUIT INSTALL DUCT SEAL IN TOP OF OPEN CONDUIT TO SEAL FOR ODORS TOP GUIDE BRACKET 4" DISCHARGE PIPE PVC SCH 80 OFF FLOATON FLOATALARM ONLAGVARIESSTAINLESS STEEL FLOAT BRACKET 2" SCH 80 PVC DRAIN BACK 2" PVC FLAPPER CHECK VALVE 4" DUCTILE IRON CHECK VALVE ELEV. = 290.17 ELEV. = 289.5 NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT "DIG SAFE" TO LOCATE ANY UNDERGROUND UTILITIES BEFORE EXCAVATION BEGINS. THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCY BETWEEN UTILITIES AS SHOWN AND AS FOUND. ELEV. = 297.5 BASE OF STRUCTURE IS KEYED TO PREVENT FLOATATION 3/4" STONE BEDDING CONSTRUCTION NOTES 1.PRIOR TO CONSTRUCTION OF THE PUMP STATION AND VALVE PIT, MEET WITH THE ENGINEER TO DISCUSS THE PLANS. 2.CONTACT DIGSAFE (1-800-344-7233) AND THE OWNER PRIOR TO ANY EXCAVATION ACTIVITIES. 3.SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL MATERIALS AND EQUIPMENT, PRIOR TO ORDERING. 4.THE CONTRACTOR / SUPPLIER SHALL COORDINATE WITH POWER COMPANY ON ELECTRICAL REQUIREMENTS PRIOR TO ORDERING. 5.THE CONTRACTOR SHALL COMPLY WITH THE LATEST RULES OF THE VERMONT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (VOSHA). 6.CONSTRUCTION INSTALLATION OF THE PUMP STATION AND RELATED ACTIVITIES SHALL BE OBSERVED BY THE ENGINEER. THE MEANS, METHODS AND SAFETY OF THE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7.THE PUMP STATION SHALL BE LEAKAGE TESTED PRIOR TO BACKFILLING. SEE LEAKAGE TESTING DETAIL. 8.AFTER INSTALLATION OF ALL PUMPING EQUIPMENT, APPURTENANCES AND ELECTRICAL CONTROLS THE CONTRACTOR, MANUFACTURER, ENGINEER AND OWNER SHALL MEET FOR START-UP AND TESTING OF THE PUMP STATION. EACH PUMP WILL BE OPERATIONALLY TESTED ALONG WITH ALL CONTROLS. 9.THE MANUFACTURER WILL RECORD THE PUMPING RATES OF EACH PUMP TO VERIFY COMPLIANCE WITH OPERATING REQUIREMENTS. 10.THE MANUFACTURER SHALL PROVIDE ASSISTANCE TO THE OWNER FOR INSTALLATION, START-UP, AND ADVISING OPERATING PERSONNEL IN THE OPERATION AND MAINTENANCE OF THE EQUIPMENT. THE MANUFACTURER SHALL SUPPLY FIVE OPERATION AND MAINTENANCE MANUALS AFTER APPROVAL OF THE SHOP DRAWINGS. THE MANUFACTURER SHALL PROVIDE WRITTEN CERTIFICATION THAT THE EQUIPMENT WAS INSTALLED AND IS OPERATING CORRECTLY. 11.A ONE YEAR GUARANTEE SHALL BE PROVIDED ON ALL EQUIPMENT. THE GUARANTEE WILL COVER THE REPAIR OR REPLACEMENT OF A FAULTY CONDITION CAUSED BY NORMAL OPERATION OF THE EQUIPMENT. THE ONE YEAR GUARANTEE BEGINS UPON THE ENGINEER'S ACCEPTANCE OF THE WRITTEN CERTIFICATION. IN THE EVENT OF FAULTY EQUIPMENT, THE ONE YEAR GUARANTEE PERIOD IS EXTENDED ONE YEAR BEYOND THE DATES OF ANY REPAIR THAT OCCURS DURING THE GUARANTEE PERIOD. ELEV. = 297.5 5' MIN. BUTYL RUBBER ROPE ALL JOINTS WATERTIGHT. COAT ENTIRE OUTSIDE OF PUMP STATION AND VALVE PIT WITH ASPHALTIC SEALANT (TYP). COPOLYMER POLYPROPYLENE LADDER RUNGS, 12" O.C. SEE SHEET C8-204 FOR LADDER LOCATION HEAVY DUTY FRAME & LID NOTE: IF EXCAVATION OF WETWELL UNDERMINES VALVE PIT SUBGRADE USE COMPACTED GRAVEL BACKFILL AS NEEDED TO STABILIZE SUBBASE FINISHED GRADE IN GRASSED AREAS 4"x4" BASE ELBOW BREAK AWAY FITTING 5/8" STAINLESS STEEL ANCHORS TOP OF TANK 18 1/2" 6 1/2" 9" 24" MIN. 6. STAINLESS STEEL FLOAT BRACKET. EQUIPMENT SPECIFICATIONS SUMMARY 1. PRECAST CONCRETE PUMP STATION (8' DIA), VALVE PIT (5' DIA.) 3. SLIDE RAIL SYSTEM - BASE, ELBOW IRON SLIDE RAIL, DISCONNECT AND UPPER RAIL SUPPORT BRACKET OR ENGINEER APPROVED EQUAL. 4. NEMA 3R (OUTDOOR) DUPLEX CONTROL PANEL FOR OPERATION OF ABOVE PUMPS. THE UNIT WILL BE COMPLETE WITH MISSION CONTROL SCADA, EMERGENCY POWER CONNECTOR COMPATIBLE WITH TOWN GENERATOR, TRANSFER SWITCH, CIRCUIT BREAKERS, MAGNETIC CONTACTORS, OVERLOADS, H-O-A SWITCHES, SEAL FAILURE SENSOR LIGHT, ELAPSED TIME METERS, ALTERNATOR WITH SELECTOR SWITCH, LIGHTNING ARRESTOR, AND RUN LIGHTS FOR EACH PUMP. ONE CIRCUIT BREAKER PER PUMP, ONE CIRCUIT BREAKER FOR CONTROL, ONE CIRCUIT BREAKER FOR ALARM AND MAIN POWER DISCONNECT CIRCUIT BREAKER. PROVIDE FLASHING RED LIGHT AND AUDIBLE ALARM. 2. PUMPS: MYERS MS4SD, 3HP, 208-230/460 V, 3PH, 1750, 4" DISCHARGE TO PROVIDE 105 GPM @ 29.5' TDH, 6.06" IMPELLER, TANDEM MECHANICAL SEAL, N/O SEAL FAILURE, N/C THERMAL OL, OR ENGINEER APPROVED EQUIVALENT. 5. PRESSURE TRANSDUCER LEVEL CONTROL SYSTEM WITH FOUR MECHANICAL LIQUID LEVEL CONTROL FLOATS FOR BACK UP, NORMALLY OPEN, 30' CORDS, SJE RHOMBUS 1006053 OR APPROVED EQUIVALENT. 7.SCHEDULE 80 PVC PIPING AND FITTINGS MAY BE APPROVED FOR USE IN THE VALVE PIT UPON ENGINEER'S APPROVAL ONLY AFTER SHOP DRAWINGS HAVE BEEN SUBMITTED BY THE CONTRACTOR TO THE ENGINEER AND ARE FOUND TO BE ACCEPTABLE. PUMP. SEE EQUIPMENT SPEC. SUMMARY FOR DETAILS. GROUNDING ROD CONTACT ENGINEER IF LEDGE, SOFT SOIL MATERIAL OR EXCESSIVE GROUNDWATER IS ENCOUNTERED. ADDITIONAL COMPACTED GRAVEL MAY BE REQUIRED DEPENDING ON CONDITIONS. LEVEL TRANSDUCER/TRANSMITTER. US FILTER CONTROL SYSTEM A1000i. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. CONCRETE FILLET. SHAPE FILLET TO COLLECT RAW SEWAGE UNDER INLET PIPES. PROVIDE CLEAR AREA AWAY FROM FLOW STREAM FOR CONTROLS. 4" RUBBER BOOT 48"x30"x1/4" ALUMINUM DIAMOND PLATE ACCESS HATCH STAINLESS STEEL LIFTING CHAIN STAINLESS STEEL HOOK FOR CHAIN OR SHACKLE TO TOP LADDER RUNG STRAIN RELIEF CORD CONNECTORS ODOR CONTROL DEVICE CONDUIT SUPPORTS, TYPICAL FROST SLEEVE MAIN DISCONNECT AND METER SOCKET 1/2" SCH 40 PVC WITH #8 GROUND WIRE TO GROUND ROD 1 1/2" SCH 40 PVC 1/2"x3" ANCHOR BOLTS 4" DRESSER STYLE COUPLING PROVIDE 2" DOW STYROFOAM INSULATION OVER FORCE MAIN ADAPT TO PVC FORCE MAIN NOTE: PROVIDE INSULATION UNTIL 5' OF COVER IS ACHIEVED. 3/4" STONE BEDDING EXISTING SOIL FLANGE PIPE SUPPORTS (2 REQUIRED) VALVE PIT SECTION 3/4" = 1' PUMP STATION PROFILE 3/4" = 1' ODOR CONTROL DEVICE CF-6 NTS RUBBER BOOT CAST IN PLACE 2 STAINLESS STEEL CLAMPS INLET/OUTLET PIPE GROUT HOLE AROUND PIPE 6" VENT OSI CARBON FILTER AS MANUFACTURED BY ORENCO SYSTEMS, INC. RUBBER BOOT DETAIL NTS VARIES 5'-0"TOP OF PUMP STATION STRUT LEG PLATE STRUT BRACKETS FOR METER SOCKET STRUT CONTROL PANEL MOUNTING PEDESTAL FRONT VIEW NTS RUBBER SEAL DETAIL NTS 1" BUTYL RUBBER SEAL, TYP. ALL JOINTS TO BE WATERTIGHT STAINLESS STEEL CHAIN NO SUBSTITUTIONS 1'-1" 8" 2'-6" PRIME ALL SUPPORTS AND PAINT ALL EQUIPMENT & SUPPORTS WITH 2 COATS OF DARK GREEN EXTERIOR GLOSS ENAMEL. NOTE: CONTRACTOR TO VERIFY ELECTRICAL CONTROL PANEL AND MAIN DISCONNECT DIMENSIONS BEFORE FABRICATING PEDESTAL. ALL WELDS AND METAL PARTS TO BE BRUSHED, PRIMED, AND PAINTED DARK GREEN. (FEDERAL SAFETY COLOR X0-5) DUPLEX PUMP CONTROL PANEL MOUNTING PEDESTAL ALARM LIGHT WITH DURABLE THERMO-PLASTIC COVER 1'-6" 6" 8" 1' RUBBER BOOT SEAL 7'-4" 5' 8"8" 8' I.D. 9" 4" MAX 8" 1' 1' INV=291.5 15'-6" 6" 2'-6" 4" 4" PVC FLANGE 3" BRONZE GATE VALVE WITH NPT THREADS STAINLESS STEEL NPT NIPPLE 3" TYPE "A" MALE ADAPTER x FEMALE NPT CAM AND GROOVE FITTING (FOR EXTERNAL PUMP OUT CONNECTION) 4" GATE VALVE BASIS OF DESIGN 1.DESIGN VOLUME: 7728 GPD @ 470 GALLONS / DOSE 2.PUMP RUN TIME: 470 GALLONS @ 105 GPM = 4.5 MIN. 3.VOLUME PER VERTICAL FOOT FOR 8' DIA. STATION: 376 GALLONS / FT 4.PUMP ON / OFF: 470 GAL / 376 GAL PER FT. = 15" 5.FLOAT SETTINGS FROM BOTTOM: PUMP OFF 12" PUMP ON 12" + 15" = 27" ALARM 27" + 4" = 31" LAG 31" + 2" = 33" 6.STORAGE ABOVE ALARM (USING TANK INLET OF 289.75 FT AS THE LIMITING ELEVATION; PUMP ALARM FLOAT AT 284.58): 1943 GALLONS STORAGE, OR 4.02 HOURS (BASED ON 16 HR DAY) SCH 80 PVC 4" PVC VANSTONE FLANGE REDUCE TO 3" PVC 4" PVC FORCEMAIN SCH 80 PVC 8" PVC GRAVITY ELEV. = 289.75 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL Pump Station Profile C8-203 03/31/2023 Shown 19-268 PJM AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 4" PVC 4" PVC 4" PVC 4" PVC 5' 1/4" ALUMINUM DIAMOND PLATE ACCESS HATCH (30"x48") HINGES ON THIS SIDE FOR HATCH STAINLESS PORTABLE HOIST 48"30" CLEAR 9 " 4" RUBBER BOOT WITH ADAPTER (TYP.) PROVIDE ON PANEL- 15AMP, 2POLE, 3WIRE, 115VOLT GF1 DUPLEX RECEPTACLE WITH FAN SWITCH COMBINATION OR SEPARATE SWITCH METER SOCKET AND CONTROL PANEL LADDER RUNG CAST INTO TOP SLAB AS A GRAB BAR 6" FLANGE AT BASE ODOR CONTROL DEVICE VALVE PIT PLAN VIEW 3/4" = 1' PUMP STATION PLAN VIEW 3/4" = 1' HEAVY DUTY FRAME & LID LEBARON LC327 OR EQUAL 5' COPOLYMER POLYPROPYLENE LADDER RUNGS @ 12" O.C. 4" SWING CHECK VALVE 4" PVC VANSTONE FLANGE WITH (8) 5/8"x3.5" STAINLESS STEEL BOLTS WITH LOCKING NUTS 8" 2" SCH. 80 PVC DRAIN LINE VALVE PIT PLAN VIEW 3/4" = 1' PUMP STATION PLAN VIEW 3/4" = 1' R = 2'- 6" 30" 4" RUBBER BOOT WITH ADAPTER (TYP.) 4" 90° ELBOW (TYP.) 4" CROSS 4" GATE VALVE (TYP.) ADAPT TO PVC FORCE MAIN (SEE SITE PLAN FOR SIZE AND TYPE) 4" HYMAX COUPLING (TYP.) COPOLYMER POLYPROPYLENE LADDER RUNGS @ 12" O.C. COPOLYMER POLYPROPYLENE LADDER RUNGS @ 12" O.C. 8"8" PVCGRAVITY1' 6" FLANGE AT BASE DUAL SUBMERSIBLE PUMPS Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL Pump Station Plan View C8-204 03/31/2023 Shown 19-268 PJM AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. 1 05/18/23 CMJStaff Comments Water Details C8-301 03/31/2023 Shown 19-268 CMJ AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont W-005LAST REVISED 04/05/2016TRUDELL 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 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. 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 W-004LAST REVISED 02/02/2018TRUDELL 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 TO PROJECT ENGINEER. INVERT COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS18" MIN.W 030.2.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS PARALLEL WATER INSTALLATION WATER SEWERSTORMREQUIREMENTS: 1.WATER MAINS SHALL BE LAID AT LEAST 10' HORIZONTALLY FROM ANY EXISTING OR PROPOSED MANHOLE OR SANITARY SEWER. THIS DISTANCE CAN BE REDUCED TO 5' FOR STORM DRAINS. THE DISTANCE SHALL BE MEASURED EDGE OF PIPE TO TO EDGE OF PIPE. CONSULT WITH ENGINEER IF THESE SEPARATIONS ARE NOT AVAILABLE. 2.THE PROJECT ENGINEER SHALL PERIODICALLY OBSERVE THIS DURING CONSTRUCTION TO ENSURE PROPER SEPARATION. THE CONTRACTOR SHALL SUPPLY AS-BUILTS REFERENCING PROPER SEPARATIONS. 5' MIN. 10' MIN. W 040.2.1 1"=1' LAST REVISED 02/16/2021TRUDELL CONSULTING ENGINEERS 21.0 10.0 7.0 5.0 2.0 10" MIN. BEARING AREA (SQ.FT.) ON UNDISTURBED TRENCH WALL FOR 45° BENDS SAFE BEARING LOAD LBS/FT CLAY SAND GRAVEL TILL SHALE SOIL TYPE 1000 2000 3000 4000 10000 8.0 4.0 3.0 2.0 1.0 6" 14.0 7.0 5.0 3.5 1.5 8"WA T E R M A I N 30.0 15.5 10.5 7.5 3.0 12" NOTES: 1.THRUST BLOCK BASED ON 200 P.S.I. WORKING PRESSURE PLUS SURGE ALLOWANCE OF 100 P.S.I., IF GREATER THAN 200 P.S.I SEE PROJECT ENGINEER FOR SIZE. 2.PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. PICTURE MAY BE USED AT ENGINEERS DISCRETION. 3.PROVIDE RETAINER GLANDS AT BEND WITH THRUST BLOCK. UNDISTURBED SUBGRADE MECHANICAL JOINT ELBOW #4 REBAR AROUND ELBOW AND ANCHORED WITH CONCRETE CLASS D (2500) P.S.I CONCRETE THRUST BLOCK. USE CHART TO DETERMINE REQUIRED BEARING AREA SELECT BEDDING FILL UNDER PIPE SEE DETAIL SELECT BACKFILL OVER PIPE SEE DETAIL USE 5 MIL POLYETHYLENE BETWEEN THRUST BLOCK AND PIPE (TYPICAL) TYPICAL THRUST BLOCK FOR VERTICAL BENDS 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 050.2.1LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS 4" BLOWOFF HYDRANT 24" MIN NOTES: 1.THE VALVE SHALL BE 100% UNOBSTRUCTED AND THE DRAIN HOLE SHALL BE COVERED WHEN OPEN. 2.INSTALL PER MANUFACTURES GUIDELINES. 3.SUBMIT SHOP DRAWINGS FOR PROJECT ENGINEER PRIOR TO INSTALLATION. 4.CONFIRM FINAL LOCATION WITH PROJECT ENGINEER AND TOWN PUBLIC WORKS WHEN APPLICABLE. 5.MARK LOCATION BY 4x4 PRESSURE TREATED POST STICKING 48" ABOVE GRADE. 4" DI MAIN LINE THREADED STEEL 4 MIL. POLYETHYLENE CLASS D CONCRETE THRUST BLOCK UNDISTURBED EARTH 2" OPERATING NUT TURN COUNTER CLOCKWISE TO OPEN GRANULAR BACKFILL TO WITHIN 6" OF FINISHED GRADE 4" MJ INLET 3/4" CRUSHED STONE MECHANICAL JOINT CONNECTION 4" WATER MAIN, SEE SITE PLAN FOR TYPE ADAPT AS NEEDED 6" TOPSOIL FINISHED GRADE "KUPFERLE FOUNDRY" 4" MAINGUARD BLOW-OFF HYDRANT OR EQUAL 24" MIN Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M O NTPROF E SSIONAL E N G INEERLICEN S E D 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. 1 05/18/23 LETStaff Comments Stormwater Details C8-401 03/31/2023 Shown 19-268 ALD AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont SW-001 1" = 1' LAST REVISED 03/22/2017TRUDELL 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 VARIES(SEE PAVEMENT SECTION)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-005 1/2" = 1' LAST REVISED 08/08/2014TRUDELL 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.ADJUST RIM AS NEEDED TO MATCH FINAL PAVEMENT.6"48"VARIES12" INCREMENTS8"32" MIN.56" MAX.12"STORM DRAIN LINE 24" OPENING4"36"5" HEAVY DUTY FRAME & LID LABELED "DRAIN" NEENAH R-1649 OR LEBARON LC 266 GROUT FRAME TO 4 INCHES FROM TOP PRECAST CONCRETE ADJUSTMENT RING SECTION MINIMUM 4 INCHES, MAXIMUM 12 INCHES ECCENTRIC CONICAL TOP SECTION COPOLYMER POLYPROPYLENE LADDER RUNGS 12" O.C. BUTYL JOINT SEALANT WELDED WIRE FABRIC (6 X 6 WWF) RUBBER BOOT (PRESS SEAL PSX) #4 BARS, 12" O.C., BOTH WAYS 12" GRAVEL OR 1" 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 SW-031LAST REVISED 04/08/2018TRUDELL CONSULTING ENGINEERS PEA STONE DIAPHRAGM FOR BIORETENTION AREA #1 REFER TO TYPICAL SIDWALK DETAIL 12 X 24 INCH PEA STONE DIAPHRAGM ASTM D 448 OR EQUIVALENT FILTER FABRIC MIRAFI 140N OR EQUIVALENT WRAP FABRIC 6" BELOW GRADE 24"12"6"SLOPE NOTE: SEE SITE PLAN FOR CORE LOCATION, PIPE SIZE AND INVERT. BIORETENTION AREA TOP OF MULCH EXTEND 30 MIL LINER FROM BIORETENTION AREA #1 UNDER STONE DIAPHRAGM EXTEND 30 MIL LINER TO EXTEND HALF THE WIDTH OF THE ADJOINING SIDEWALK SW 20.1.2LAST REVISED 03/31/2021TRUDELL CONSULTING ENGINEERS TYPICAL UNDERDRAIN CLEANOUT DETAIL 1"=1' BACKFILLED TRENCH 4" PVC SDR 35 RISER 4" PVC SDR 35 PIPE 4" PVC SDR 35 45° ELBOW D"xD"x4" PVC SDR 35 45° WYE GENERAL FOUNDRIES #18111 COVER, "CLEANOUT" LABEL 4" CAP 6" PVC SDR 35 SLEEVE 9" 10" IN PAVED AREAS IN GRASSED AREAS 18" 4"x4" PT POST (OPTIONAL) FLOW SW 020.2.1 1/2"=1' LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS POLYETHYLENE (HDPE) END SECTION ELEVATION VIEW "D" POLYETHYLENE FLARED END SECTION, POLYETHYLENE FLARED END SECTION, SITE PLAN SLOPE AS PER SIDES OF END SECTION TO MATCH TAPERED FINISHED GRADE ADS OR EQUAL. PLAN VIEW ADS OR EQUAL. SITE PLAN SLOPE AS PER INLET CONDITION OUTLET CONDITION OUTLET CONDITION INLET CONDITION "D" MINIMUM AREA 5' WIDE x 20' LONG PROVIDE 18" TYPE II RIPRAP OVER 12" TYPE P204 RIPRAP UNLESS INDICATED OTHERWISE SMOOTH INTERIOR, CORRUGATED EXTERIOR, HIGH DENSITY POLYETHYLENE PIPE (HDPE). ADVANCED DRAINAGE SYSTEMS (ADS) N-12 OR EQUA. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF ESSIONAL E N G INEERL ICEN S E D 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. Stormwater Details C8-402 03/31/2023 Shown 19-268 ALD AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 1 05/18/23 LETStaff Comments GRAVEL WETLAND - TYPICAL SECTION CLEAN 2-3" WASHED STONE TOP ELEV. E WETLAND VEGETATION SEE PLANTING PLAN VEGETATED BASIN FLOOR 4" PEA STONE GRAVEL TOP ELEV. D 1 2 ELEV. G ELEV. C 2 1 ELEV. A 12" OUTLET STRUCTURE WITH 12" BEEHIVE GRATE ELEV. J ELEV. XXX BOTTOM OF GRAVEL ELEV. F 12" CULVERT OUT ELEV. K NTS ELEV. B STORM RAX HDPE TRASH RACK OR APPROVED EQUAL 6" PERFORATED SUBDRAIN WRAPPED IN FILTER FABRIC LAID FLAT AT ELEV. G WITH END CAPS 8" WETLAND SOIL TOP ELEV. C IMPERMEABLE LINER OPTIONS: A.6-12" OF CLAY SOIL A.1.MINIMUM 15% PASSING THE #200 SIEVE A.2.MAX PERMEABILITY OF 1X10-5 CM/SEC B.30 MIL POLY-LINER C.BENTONITE D.APPROVED EQUAL 1" WQv ORIFICE DRILLED IN END CAP AT ELEV. H CPv ORIFICE AT ELEV. I PERFORATED RISER (TYP.) PERFORATED RISER DETAIL ELEV: C 2"ELEV: B 6"6" NATIVE SOIL SOLID PVC CAP AT TOP AND BOTTOM 8"4"2'2-3" CLEAN GRAVEL WASHED STONE WETLAND SOIL 3/4" PEA STONE VAOT 704.02B RUN A 24" LENGTH OF #4 REBAR THROUGH THE TUBE TO PROVIDE VERTICAL RESISTANCE AGAINST SLIPPAGE ELEV: F IMPERMEABLE LINER PERFORATED PIPE FOR RISERS TO HAVE SIX ROWS OF 5/8" PERFORATIONS PERFORATED SUBDRAIN CROSS SECTION 1" = 1' 2-3" CLEAN WASHED CRUSHED STONE ELEV: C ELEV: F WETLAND SOIL 3/4" PEA STONE VAOT 704.02B8"4"2'NATIVE SOIL2"6"6" PERFORATED SDR 35 PVC IMPERMEABLE LINER GRAVEL WETLANDS ELEVATION TABLE Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF E SSIONAL E N G INEERL ICEN S E D 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. PLANNIN G ENVIRON MENTAL Stormwater Notes C8-403 03/31/2023 AS SHOWN 19-268 PJM AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont TESTING STORMWATER MANHOLES AND STRUCTURES (NOT APPLICABLE TO STORMWATER OUTLET STRUCTURES, FILTERRA UNITS, AND TURRET) 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 01/14/2020 SN-007 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. 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. ·8" MINIMUM DEPTH ·LOW HYDRAULIC CONDUCTIVITY (0.1-0.01 FT/DAY) ·CLAY ≤ 15% BY VOLUME ·MINIMUM 15% BY MASS ORGANIC MATTER ·pH BETWEEN 6.0 AND 7.0 ·MANUFACTURE SOIL USING A MIX OF PEAT, SAND AND FINE SOILS. IF COMPOST IS MIXED, USE LOW PHOSPHORUS COMPOST (LEAF LITTER COMPOST AS AVAILABLE WITH LESS THAN 0.2% TOTAL PHOSPHORUS) ·COMPOST NOT TO EXCEED 3% OF OVERALL WETLAND SOIL MEDIA ·WETLAND SOIL TO BE LOW PHOSPHORUS. SUBMIT MODIFIED MORGAN'S SOIL TEST TO ENGINEER PRIOR TO INSTALLATION ·WETLAND SOIL NOT TO BE REMOVED FROM NATURAL WETLANDS ·PROVIDE SUBMITTAL ON TESTED MATERIAL AND SAMPLE TO ENGINEER WETLAND SOIL NOTES SW 000.1.3LAST REVISED 03/30/2021TRUDELL CONSULTING ENGINEERSSW 000.1.4 COMPOST REQUIREMENTS COMPOST REQUIREMENTS: 1.THE COMPOST OR OTHER MATERIALS SHALL HAVE A CARBON TO NITROGEN RATION BELOW 25:1 2.COMPOST SHALL MEET THE DEFINITION OF "COMPOST" IN THE AGENCY OF NATURAL RESOURCES' SOLID WASTE MANAGEMENT RULES OR SHALL MEET THE CONTAMINANT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT RULES SECTION 6-1104(G)(6-7), SECTION 6-1106(E)(7-9). COMPOST OR OTHER ORGANIC MATERIAL MAY BE AMENDED TO MEET THE FOREGOING REQUIREMENTS. 3.EXCEPTIONAL QUALITY BIOSOLIDS (EQ BIOSOLIDS) MAY BE USED AS A SOIL AMENDMENT AT A MAXIMUM PROPORTION OF 35% OF THE TOTAL SOIL VOLUME AND SHALL BE WELL MIXED WITH AN EXISTING SOIL BEFORE OR DURING APPLICATION. LAST REVISED 03/12/2021TRUDELL CONSULTING ENGINEERS SW 000.1.5LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS RIP-RAP STABILIZATION NOTES TYPE I II III IV SIZE (INCHES) 1-12 2-36 3-48 3-60 4 12 16 20 P-204 1-5 2 LEAST DIMENSION (50% OF VOLUMES) RIP-RAP SHALL BE A WELL GRADED ROCK MIXTURE DOWN TO 1 INCH SIZE PARTICLES, SUCH THAT 50 PERCENT OF THE MIXTURE BY VOLUME SHALL BE LARGER THAN THE LEAST DIMENSION. A WELL GRADED ROCK MIXTURE SHALL BE DEFINED AS A MIXTURE COMPOSED PRIMARILY OF THE LARGER STONE SIZES, BUT WITH A SUFFICIENT MIXTURE OF OTHER SIZES TO FILL THE PROGRESSIVELY SMALLER VOIDS BETWEEN STONES. STONE FOR RIP-RAP SHALL BE APPROVED, ROUGH, BROKEN, QUARRY STONE WITH IRREGULAR FACES PERMITTING PLACEMENT IN A TIGHT INTERLOCKING MANNER WITH THE SMALLER STONES FILLING VOIDS BETWEEN LARGER STONES. THE STONES SHALL BE HARD, SOUND, RESISTANT TO WATER ACTION, WEATHERING, AND SUITABLE FOR THE PURPOSE INTENDED. CONTACT PROJECT ENGINEER TO REVIEW AND APPROVE MATERIAL PRIOR TO INSTALLATION. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL Erosion Details C8-501 03/31/2023 Shown 19-268 ALD AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont 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 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 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' VARIES 8" EXCAVATION SITE EXISTING GRADE GEOTEXTILE FABRIC PROVIDE A DIVERSION RIDGE WHEN THE GRADE EXCEEDS 2% TO KEEP RUNOFF & SEDIMENT OUT OF THE PUBLIC ROAD R=12' E 080.1.2LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TEMPORARY VEGETATED SWALE 3H:1V NOTE: DITCHES < 5% - REINFORCE WITH SC-150BN DITCHES > 5% - REINFORCE WITH VMAX C-350BN DITCHES > 20% - REINFORCE WITH VMAX P550 INSTALLED PER MANUFACTURER REQUIREMENTS CONSTRUCTION SPECIFICATIONS FOR VEGETATED SWALES 1.ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE WATERWAY. 2.THE WATERWAY SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 3.FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT WOULD CAUSE DAMAGE IN THE COMPLETE WATERWAY. 4.ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE WATERWAY. 5.STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD AND SPECIFICATIONS FOR VEGETATIVE PRACTICES. A. FOR DESIGN VELOCITIES OF LESS THAN 3.5 FPS, SEEDING AND MULCHING MAY BE USED FOR THE ESTABLISHMENT OF THE VEGETATION. IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT, TEMPORARY WATERWAYS OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM ENTERING THE WATERWAY DURING THE ESTABLISHMENT OF VEGETATION. B. FOR DESIGN VELOCITIES OF MORE THAN 3.5 FPS, THE WATERWAY SHALL BE STABILIZED WITH SOD, WITH SEEDING PROTECTED BY JUTE OR OTHER MATTING OR WITH SEEDING AND MULCHING INCLUDING TEMPORARY DIVERSION OF THE WATER UNTIL THE VEGETATION IS ESTABLISHED. ESTABLISH GRASS SC-2 2' MIN.2' E 000.2.2LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS SEEDING - 85 90 80 85 GERMINATION 0-5 0-5 25-30 30-40 30-40 WEIGHT (POUNDS PER ACRE) WHITE CLOVER RED TOP PERENNIAL RYE KENTUCKY BLUEGRASS CREEPING RED FESCUE COMMON NAME MOLDY WILL NOT BE ACCEPTABLE. THE FOLLOWING SEED MIXTURE SHALL BE USED: SEED SHALL BE FRESH, CLEAN, NEW SEED. SEED WHICH HAS BECOME WET AND/OR AFTER THE FINISHED GRADE HAS BEEN ESTABLISHED AND THE FERTILIZER SPREAD, PLANT THE SPECIFIED SEED MIXTURE AT A RATE OF 4 POUNDS PER 1000 SQUARE FEET AND WORK FIRMLY INTO THE SOIL. APPLY SEED ON THE PREPARED SEED BED WITH APPROVED MECHANICAL SEEDERS OR HYDROSEEDING EQUIPMENT. UPON COMPLETION OF THE ABOVE PLANTING OPERATIONS, ROLL ALL AREAS WITH A WATER FILLED GARDEN ROLLER, LEAVING THE SURFACE OF ALL AREAS TRUE TO GRADE, SMOOTH, AND FREE FROM HOLLOWS OR OTHER IRREGULARITIES. THOROUGHLY WATER ALL NEWLY PLANTED LAWNS IMMEDIATELY AFTER PLANTING, USING A FINE SPRAY. PROTECT BANKS AND SWALES, AND PREVENT OR REPAIR EROSION THAT OCCURS. BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN WASHED OUT OR HAVE BECOME DAMAGED SHALL BE REPAIRED IMMEDIATELY. UNLESS APPROVAL IS GRANTED BY THE ENGINEER TO PLANT OFF SEASON, SEEDING WILL BE CONDUCTED ONLY DURING THE PERIOD FROM APRIL 15 TO JUNE 1 OR AUGUST 15 TO OCTOBER 15. SO AS NOT TO CAUSE INTERFERENCE, NO SEEDING IS TO PROCEED BEFORE OTHER PHASES OR THE WORK HAS PROGRESSED SUFFICIENTLY. E 000.3.1LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS STABILIZATION REQUIREMENTS ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR FINAL STABILIZATION WITHIN SEVEN DAYS OF THE INITIAL DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EACH WORK DAY. THE FOLLOWING EXCEPTIONS APPLY: 1. STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE IN THE AREA WITHIN THE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. 2.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURRING IN A SELF-CONTAINED EXCAVATION (I.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION, UTILITY TRENCHES) STABILIZATION IS TO BE ACCOMPLISHED IN ACCORDANCE WITH DETAILS SHOWN. E 000.2.1LAST REVISED 02/18/2020TRUDELL CONSULTING ENGINEERS GRADING A.GENERAL: UNIFORMLY GRADE AREAS WITHIN THE LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. SMOOTH FINISHED SURFACES WITHIN THE SPECIFIED TOLERANCES, COMPACT WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE INDICATED, OR BETWEEN SUCH POINTS AND EXISTING GRADES. B.GRADING OUTSIDE BUILDING LINES: GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM THE STRUCTURES AND TO PREVENT PONDING. FINISH SURFACES FREE FROM IRREGULAR SURFACE CHANGES, AND AS FOLLOWS: 1. LAWN OR UNPAVED AREAS: FINISH AREAS THAT ARE TO RECEIVE TOPSOIL TO WITHIN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATIONS. LAWNS SHALL BE GRADED SO THAT NO PONDING OCCURS. THE GRADING OF LAWNS WILL BE UNACCEPTABLE IF PONDING OCCURS. 2. WALKS: SHAPE THE SURFACE OF AREAS UNDER WALKS TO LINE, GRADE AND CROSS-SECTION, WITH FINISH SURFACES NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATION. 3. PAVEMENTS: SHAPE THE SURFACE OF AREAS UNDER PAVEMENTS TO LINE, GRADE AND CROSS- SECTION, WITH THE FINISH SURFACE NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATION. PAVEMENTS MUST DRAIN SO THAT NO WATER PONDING OCCURS. IF PONDING OCCURS, THE PAVING WILL BE UNACCEPTABLE. C.GRADING SURFACE OF FILL UNDER BUILDING SLABS: GRADE SMOOTH AND EVEN, FREE OF VOIDS, AND COMPACT AS SPECIFIED TO THE REQUIRED ELEVATION. PROVIDE FINAL GRADES WITHIN A TOLERANCE OF 1/2 INCH WHEN TESTED WITH A 10 FOOT STRAIGHTEDGE. 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, CLEAR AND GRUB. 5. STOCK PILE, PROCESS, AND DISPOSE OF TREES. 6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH DITCHLINES FROM DOWNHILL TO UPHILL, INSTALL CHECK DAMS AND EROSION CONTROL FABRIC IN DITCHLINES AS DETAILED. MAINTAIN TRAFFIC FLOW AS SHOWN. 7. CONSTRUCT SITE FEATURES. 8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS. 9. RECEIVE APPROVAL FROM ON-SITE CO-ORDINATOR PRIOR TO MOVING TO NEXT PHASE. E 040.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS FINE GRAVEL FACE (1' MIN. THICKNESS) 1' 3" STONE TEMPORARY SEDIMENT POOL 6' TYPICAL PIPE INLET PROTECTION 1' 3 1 PIPE PIPE21 3" STONE PREPARED SUBGRADE E 070.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TEMPORARY STONE CHECK DAM 2 1 0.4' 9" CROSS SECTION 6" DITCHLINE PROFILE PLAN DITCHLINECONSTRUCTION SPECIFICATIONS: 1.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND LOCATIONS SHOWN IN THE PLAN. 2.SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.. 3.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM.. 4.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. TOP OF SWALE STONE NEVER TO BE ABOVE TOP OF SWALE TOE OF SLOPE = TOP OF CHECK DAM SEPARATION = X 2" MIN. - 6" MAX. STONE SPILLWAY MIRAFI 500X FABRIC X =H (ft) SLOPE (ft/ft) 1.5' (TYP.) 18" 1/3 WIDTH OF CHANNEL Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL EPSC Low Risk Handbook Sheet 1 C8-502 03/31/2023 Shown 19-268 ALD AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D 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. PLANNING ENVIRONMENTAL EPSC Low Risk Handbook Sheet 2 C8-503 03/31/2023 Shown 19-268 ALD AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont MEMORANDUM TO: Marla Keene, PE, Development Review Planner, City of South Burlington, Vermont FROM: Miccal McMullan, architectural design consultant Frank von Turkovich, applicant's representative DATE: April 3, 2023 RE: Spear Street Housing, 600 Spear St., South Burlington, Vermont SD-21-19 600 Spear FJT, LLC Final Plat Submittal - Architectural Issues Residential Buildings (new) Final Plat submission includes plans and elevations for standard 4-unit duplex buildings. Total of eight building containing 32 housing units. Plans have been updated as of April 4,2023. Steel Building (preexisting) The applicant has prepared the following narrative to explain its approach to the readaptation of the existing steel warehouse building currently located on the project site to meet the findings made by the Development Review Board on 4/21/22 under Section B) 14.6 C. (1) and (2). The applicant would like to emphasize to the board that the steel building is a valuable asset providing considerable benefit to the project. Although in need of some repair and updating the building is in sound condition. Early in the planning process the applicant had considered demolishing the building to make way for more development potential. The financial costs and environmental impacts (disposal) resulting from demolition of the building and its foundation would have been extensive. After carefully considering the building's structural condition, redevelopment potential and the benefits it offered to the proposed development as an amenity, the applicant determined that the building could successfully be incorporated into the project. This rationale was presented to the DRB at preliminary plat. The DRB asked the applicant to provide a plan for how the building would be modified to fit into the overall planning and design scheme for the project. The steel building as presented to the DRB at preliminary plat review appeared as depicted in the photos on Exhibit A attached hereto along with parking areas and landscaping as shown on the preliminary plans reviewed by the board in 2022. See also page 1 of attached Exhibit B for plans showing existing elevations. The building has historically served as workspace and warehouse for prior owners of the property. The current owners have continued using the building for their companies' real estate and construction operations. The west side (half) of the building will remain dedicated to the those uses as well as providing service space for maintenance and administration for the housing project and for the solar field project to be located on the east side of the parcel. Spear Street Housing Page 2 The applicant proposes to use half of the building located on its eastern side to create indoor storage spaces for the apartment tenants. The space would be subdivided into lockers that would be made available for storage of household items. In addition, part of that area would also be made available for bicycle service and repair as well as "shop" space for other tenant projects. Access to the shop spaces would be via a separate doorway located on the east side of the building. See elevations on Exhibits B and the perspective drawings on Exhibit C (floor plans in Exhibit B are prototype only). Access to the storage facility would also be available on the east side of the building and would include access to an overhead door that would remain in place for larger items. In addition, a section of the east side of the building would also be reserved for redevelopment as shared work/office space for tenants who would prefer to not work directly from their apartment units. An exterior entrance to that space located on the front (south) side of the building is shown on Exhibits B and C. The applicant proposes to make the following physical modifications to the building as depicted on Exhibits B and C: a. Roof. Existing metal roof is now decrepit and in need of replacement. New roof with new insulation underlayment will be installed. Roof will be ready to accommodate installation of west facing solar panels to enable the building to operate on a net metered basis. b. East Façade. Remove northern overhead door on east side of building. Replace with windows in the bike repair shop area. Install glass access door. Install rain canopy over entrance door. Southern overhead door will remain in place to accommodate access for larger items in the storage area. Install glass access door with rain canopy for entrance to the storage area. c. South Façade. Remove eastern overhead door on south side of building. Replace with new commercial glass entry door and windows. Construct new overhang over the workspace / storage space entrance. (See perspective drawings - Exhibit C). Install new glass door and rain canopy over adjacent (west side) commercial office space entrance. d. Lighting. New lighting (downcast fixtures) will be installed over entrances and signage to enhance nighttime safety and security but also to make the entrances more inviting and friendly. e. Exterior Paint. The body of the building will be repainted to a deep red color that mimics the red color of the barns at the UVM farm complex. Trim and windows will be black. The color scheme is familiar but also provides some contemporary design feel. Wood grain panels and materials will be used over the east side front entrance projection and on the panel over the windows on the east façade. f. Signage. Uniform signage will be installed at entrances to direct users and visitors to designated entrances. g. Site Amenities, Utilities and Landscaping. Parking areas will be improved with new asphalt curbs and paving. Parking stalls will be marked including spaces for handicapped parking and ev recharging spaces. Paved driveway and walkway access to storage facilities will be provided. All utilities serving the building will be routed underground. Extensive landscaping and hardscaping is being proposed to make the building and site attractive but also to integrate it into the site Spear Street Housing Page 3 with project standard materials, design consistency and interconnection with driveways and sidewalks. __________________________ The above-described plans will enable the existing steel building to be successfully integrated into the project in both form and function. As mentioned above, the building will functionally provide many benefits to the project and its tenants. It will preserve an economically viable asset and eliminate the need to consider demolition. The design changes will allow the building to be an attractive and interesting feature of the neighborhood. Taken together, we submit to the board that the proposed development consisting of new housing, street and sidewalk development and readaptation of the steel building meets the requirements of LDR Section B) 14.6 C. (1) and (2). EXHIBIT A STEEL BUILDING EXISTING CONDITIONS East Facade South Facade North Facade West Facade EXHIBIT B STEEL BUILDING PROPOSED REVISIONS (Elevations) Existing 121 121EXISTING PLAN & ELEVATIONSScale: 1/8" = 1'-0"EXISTING FIRST FLOOR PLAN1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION600 SPEAR ST66554433221A1BCDBACDALTERATIONS TOChecked By:xEC1TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONTMETAL BUILDINGSCHEMATICDESIGNScale: 1/8" = 1'-0"EXISTING SOUTH ELEVATION2Scale: 1/8" = 1'-0"EXISTING WEST ELEVATION3Scale: 1/8" = 1'-0"EXISTING NORTH ELEVATION4Scale: 1/8" = 1'-0"EXISTING EAST ELEVATION5 Proposed (options A and B) 121EXISTING ROOF TRIM. PAINTNEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHT W/ UNITNUMBER TYP.DOWN LIGHTSOLID PANELREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGBUILDINGSIGNAGEGLASS INFILL WALL WITHMURAL BEHINDDOOR AND WINDOWFRAMES PAINTED BLACKOVERHEAD DOORS PAINTEDBLACKPROVIDE PRICING OPTIONFOR ALUMINUM FRAMEAWNINGS WITH ALUMINUMPANELSNEW GUTTERS AND DOWNSPOUTS TIE INTO EXISTINGDRAINAGE121EXISTING ROOF TRIM. PAINTNEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHT W/ UNITNUMBER TYP.DOWN LIGHTREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGBUILDINGSIGNAGESTOREFRONT GLASS WALLDOOR AND WINDOWFRAMES PAINTED BLACKOVERHEAD DOORS PAINTEDBLACKPROVIDE PRICING OPTIONFOR ALUMINUM FRAMEAWNINGS WITH ALUMINUMPANELSWOOD BENCHCANOPY SUPPORT, WOODSIDINGCANOPY ROOF, CREATECRICKET TO DRAIN TO EACHSIDE.STOREFRONT WINDOWSINFILL EXISTING DOOR OPENINGWITH STOREFRONT WINDOWSWOOD FLAT SIDINGEXISTING EXPOSED CONCRETESOLID PANELSOLID PANELCORNER POSTWRAPPED IN METALPAINTED HORIZONTALWOODPROPOSED ELEVATIONSScale: 1/4" = 1'-0"PROPOSED SOUTH ELEVATION OP A1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION600 SPEAR ST66554433221A1BCDBACDALTERATIONS TOChecked By:xA2TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONTMETAL BUILDINGSCHEMATICDESIGNScale: 1/4" = 1'-0"PROPOSED WEST ELEVATION2Scale: 1/4" = 1'-0"PROPOSED SOUTH ELEVATION OP B1 Proposed (North and East Façades) 121BUILDINGSIGNAGENEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHTOPERABLE WINDOWSSOLID PANEL, PAINT TOMATCH DOORSREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGFRAME OF DOORS & WINDOWSPAINTED BLACKPAINT ROOF DARK GRAYROOF TRIM AND GUTTERPAINTED BLACKWALLS PAINTED BRICK REDPROPOSED ELEVATIONSScale: 1/4" = 1'-0"PROPOSED NORTH ELEVATION1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION600 SPEAR ST66554433221A1BCDBACDALTERATIONS TOChecked By:xA3TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONTMETAL BUILDINGSCHEMATICDESIGNScale: 1/4" = 1'-0"PROPOSED EAST ELEVATION2 Proposed (Concept Floor Plans) REPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)PAINT WALL WITHCOMMUNITY MURALEXISTING OVERHEAD DOOREXISTINGOFFICEEXISTINGBATHROOMEXISTINGSHOP SPACEINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDINTERIOR NOT MEASURED33 - 50sf. TENANTSTORAGE SPACESTENANT BIKE SHOPTENANT WORK SHOPREPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)LOADING AREAEXISTING OVERHEAD DOOREXISTING OVERHEAD DOOR123456789101112131417191816201521223323322431253026292728CARTSTORAGECARTSTORAGEMAINTAIN 60" CORRIDORSEXISTING OVERHEAD DOOREXISTINGOFFICEEXISTINGBATHROOMEXISTINGSHOP SPACEINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDTENANT BIKE SHOPTENANT WORK SHOPREPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)LOADING AREAEXISTING OVERHEAD DOOREXISTING OVERHEAD DOOR08111007120613CARTSTORAGEWINDOW SEATCOMMUNITY WORKTABLETENANT SHARED OFFICESPACECOFFEE BAR15161718192025242322211426020103040509PROPOSED ELEVATIONSDrawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION600 SPEAR ST66554433221A1BCDBACDALTERATIONS TOChecked By:xA1TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONTMETAL BUILDINGSCHEMATICDESIGNScale: 3/16" = 1'-0"PROPOSED FLOOR PLAN OP A1Scale: 3/16" = 1'-0"PROPOSED FLOOR PLAN OP B2 EXHIBIT C STEEL BUILDING PROPOSED REVISIONS (Perspectives) Landscape Budget Requirement (Land Development Code Article 13):Estimated Construction Cost: $4,000,000 3% First $250K………..…....…....$7,5002% Second $250K……..…...….$5,000 1% Remaining…….....……….....$37,000Required Landcape Budget: $47,500 SITE PLANTING SYM QTY SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION COMMENTS COST PER PLANT (installed)TOTAL LARGE DECIDUOUS TREES AF 8 Acer freemanii 'Autumn Blaze'Autumn Blaze Freeman Maple 2.5" Cal B&B Limb to 6' HT $850 $6,800 AS 5 Acer saccharum 'Green Mountain'Green Mountain Sugar Maple 2.5" Cal B&B Limb to 6' HT $890 $4,450 BN 5 Betula nigra 'Heritage'Heritage River Birch 2.5" Cal B&B Clump; 3 stem min.$900 $4,500 CC 3 Carpinus caroliniana American Hornbeam 2.5" Cal B&B Limb to 5' HT $875 $2,625 CO 5 Celtis occidentalis Common Hackberry 2.5" Cal B&B Limb to 6' HT $850 $4,250 NS 10 Nyssa sylvatica 'Green Gable'Green Gable Tupelo 2.5" Cal B&B Limb to 6' HT $950 $9,500 OV 5 Ostrya virginiana American Hophornbeam 2.5" Cal B&B Limb to 5' HT $925 $4,625 PP 6 Prunus sargentii 'Pink Flair'Pink Flair Sargent Cherry 2.5" Cal B&B Limb to 5' HT $920 $5,520 QB 4 Quercus bicolor Swamp White Oak 2.5" Cal B&B $900 $3,600 QR 5 Quercus rubra Northern Red Oak 2.5" Cal B&B Limb to 6' HT $900 $4,500 UA 9 Ulmus americana 'Accolade'Accolade American Elm 2.5" Cal B&B Limb to 6' HT $1,020 $9,180 EVERGREEN TREES AB 3 Abies balsamea 'Phanerolepis'Caanan Fir 6-7' HT B&B $475 $1,425 AC 6 Abies concolor White Fir 6-7' HT B&B $495 $2,970 PG 3 Picea glauca White Spruce 6-7' HT B&B $500 $1,500 PR 6 Pinus rigida Pitch Pine 6-7' HT B&B $350 $2,100 TO 9 Thuja plicata 'Green Giant'Green Giant Arborvitae 6-7' HT B&B $475 $4,275 SMALL TREES & SHRUBS AA 12 Amelanchier x 'Autumn Brilliance'Autumn Brilliance Serviceberry 1.5-2" Cal B&B/Cont.Mulitstemmed, 3 min.$540 $6,480 AAB 24 Aronia arbutifolia 'Brilliantissima'Brilliant Red Chokeberry #5 CONT 4-5 canes min.95 $2,280 CAH 40 Clethra alnifolia 'Hummingbird'Hummingbird Summersweet #3 Cont.$60 $2,400 HV 7 Hamamelis virginiana Witchhazel #5 Cont.$205 $1,435 HA 82 Hydrangea arborescens Smooth Hydrangea #2 Cont.Use 'Incrediball' in sun, 'Annabelle' in shade/p.shade $55 $4,510 KL 30 Kalmia latifolia 'Tinkerbell'Tinkerbell Mountain Laurel #6 Cont.$225 $6,750 ML 5 Magolia x loebneri 'Dr. Merrill'Dr. Merrill Magnolia #5 B&B/Cont.$350 $1,750 PM 3 Pinus mugo 'Pumilio'Pumilio Mugo Pine #2 Cont.$175 $525 RA 32 Rhododendron 'Aglo'Aglo Rhododendron #3 Cont.$85 $2,720 RY 46 Rhododendron 'Yaku Princess'Yaku Princess Rhododendron #3 Cont.$85 $3,910 SB 39 Spirea x bumalda 'Neon Flash'Neon Flash Spirea #3 Cont.$45 $1,755 VP 8 Viburnum prunifolium Blackhaw Viburnum #5 CONT 7-8 branches min.$125 $1,000.00 VT 23 Viburnum trilobum Cranberrybush Viburnum #5 CONT 5 canes min.$110 $2,530.00 Tree & Shrub Planting COST:$107,335 Tree & Shrub Planting COST ADJUSTED TO REMOVE (25) STREET TREES:$82,605 Opinion of Landscape Costs 600 Spear Street19-268 Prepared by TCE Preliminary & Final Plat | March 2023Last Revised 5/23/23 ECM/EMM EPIC MEDIUM LED 1 - 4 LightBARs Solid State LED DECORATIVE AREA LUMINAIRE Invue SPECIFICATION FEATURES Construction TOP: Cast aluminum top housing attaches to cast aluminum mounting arm hub with four stainless steel fasteners. One-piece silicone gasket between mounting hub and top casting seals out moisture and contaminants. (See the mounting accessories section for a full selection of mounting arms. (Only these arms are compatible with the Epic luminaire). MIDSECTION: Continuous silicone gaskets seal lens to top casting and shade. The mid section features cast aluminum construction and stainless steel assembly. SHADES: Heavy gauge precision spun aluminum shades offer superior surface finish and consistency in form. DOORFRAME: Die-cast aluminum 1/8” thick door and doorframe seal to underside of shade with a thick wall continuous silicone gasket. Mounting hub ships attached to mounting arm. Optics Choice of twelve patented, high- efficiency AccuLED Optic™ technology manufactured from injection-molded acrylic. Optics are precisely designed to shape the optics, maximizing efficiency and application spacing. AccuLED Optic technology, creates consistent distributions with the scalability to meet customized application requirements. Offered Standard in 4000K (+/- 275K) CCT and nominal 70 CRI. Optional 3000K CCT and 5000K CC. For the ultimate level of spill light control, an optional house-side shield accessory can be field or factory installed. The house-side shield is designed to seamlessly integrate with the SL2, SL3 or SL4 optics. Electrical LED drivers mount to die-cast aluminum back housing for optimal heat sinking, operation efficacy, and prolonged life. Standard drivers feature electronic universal voltage (120-277V 50/60Hz), 347V 60Hz or 480V 60Hz operation, greater than 0.9 power factor, less that 20% harmonic distortion, and is suitable for operation in -40°C to 40°C ambient environments. All fixtures are shipped standard with 10kV/10kA common – and differential – mode surge protection. LightBARs feature and IP66 enclosure rating and maintain greater than 95% lumen maintenance at 60,000 hours per IESNA TM-21. Occupancy sensor and dimming options available. Finish Housing is finished in five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. LightBAR™ cover plates are standard white and may be specified to match finish of luminaire housing. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult Outdoor Architectural Colors brochure for a complete selection. Warranty Five-year warranty. The EPIC Collection delivers custom luminaire flexibility with high quality, yet availability expectations of standard specification grade product. The EPIC Collection can be dressed to suit any application. Recognizing evolving environmental and legislative trends, the EPIC Collection delivers world class LED optical and performance solutions to the decorative luminaire marketplace. DESCRIPTION CERTIFICATION DATA UL/cUL Listed DesignLights Consortium® Qualified* IP66 LIghtBARs LM79 / LM80 Compliant 2G Vibration Tested ISO 9001 ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120-277V 50/60Hz, 347V/60Hz, 480V/60Hz -40°C Minimum Temperature 40°C Ambient Temperature Rating EPA Effective Projected Area: (Sq. Ft.) 0.94 SHIPPING DATA Approximate Net Weight: 45 lbs. [20 kgs.] Catalog #Type Date Project Comments Prepared by Maximum Width 24-1/16" [611mm] Maximum Height 21"[533mm] See conﬁgurations for more detailed information. Maximum Width 24-1/16" [611mm] ECM ClassicalEMM Modern Maximum Height20" [508mm] DIMENSIONS TD500028EN July 31, 2020 1:14 PMSYSTEM S CERTIFIE D*www.designlights.org 4/22/2021 Avalon LED Gooseneck Light | Barn Light Electric https://www.barnlight.com/lighting/barn-lights/led/gooseneck-led-lighting/avalon-led-gooseneck-light/1/3   Offer of Dedication 600 S 4-2-23.docx IRREVOCABLE OFFER OF DEDICATION This Irrevocable Offer of Dedication (the "Offer") is dated as of the date the last party signs below. The parties to the Offer are: 600 Spear FJT, LLC and 600 Spear EBT, LLC, tenants-in-common (referred to herein together as "Owners") with offices at and mailing address of c/o F. von Turkovich, One National Life Dr., Montpelier, VT 05604; and the City of South Burlington, Vermont, a Vermont municipality ("City") with offices at and mailing address of 180 Market St., South Burlington, VT 05403. Recitals A. Owners are the owners of that certain parcel of land located at 600 Spear St. in South Burlington, Vermont (identified as Parcel ID No. 1640-00600 on the City of South Burlington, Vermont, Tax Map) (the "Property"). B. Owners acquired the Property by way of a Warranty Deed, dated December 29, 2020, from Robert Couillard, Terrence Couillard and Deborah Sheehan, recorded in Volume 1572 at Page 53 of the Land Records of the City of South Burlington, Vermont. C. By Findings of Fact and Decision dated ________ _____ , 2023, the City approved Owner's Site Plan application No. __________________ (the "Approval") to construct a project consisting of 32 new dwelling units, readaptation of the use if an existing steel building, confirmation of the use and status of an existing residential building and associated site, parking and landscape improvements (the "Project"). The above-described features are depicted on that certain ______________________ dated ___________ (the "Plan"). D. The Approval contains conditions requiring the Owners to execute and deliver to the City an irrevocable offer of dedication and accompanying deed conveying the public street and right- of-way depicted as "Limits of Proposed Offer of Dedication" (the "Future City ROW") as shown on the Plan. E. The Future City ROW is to be dedicated to the City free and clear of all encumbrances, pursuant to the Approval. Terms and Provisions NOW, THEREFORE, in consideration of the Approval and for other good and valuable consideration, it is agreed as follows: Irrevocable Offer of Dedication Page 2 1. Offer The Owners hereby deliver to the City an executed Warranty Deed conveying fee simple title of the Future City ROW to the City, an unexecuted copy of which is attached hereto as Exhibit A, said delivery constituting a formal and irrevocable offer of dedication to the City. The Warranty Deed is to be held by the City until the acceptance or rejection of such irrevocable offer of dedication by the City. 2. Irrevocable Nature The Owners agree that this Offer is irrevocable, and it may be accepted by the City at any time. However, nothing herein or in the Approval obligates the City to accept said Offer or to assume any responsibility or liability as owner, or otherwise, of the Future City ROW described in said Warranty Deed. This Offer is personal to the City and is not assignable without Owner's consent. 3. Satisfaction of Approval City warrants that this Offer satisfies the requirements of the Approval pertaining to the dedication of the Future City ROW. 4. Binding Effect This Offer shall run with the land and shall be binding upon the Owners and their successors and assigns. 5. Notice to Utilities This Offer shall serve as notice to all persons and any and all utility companies that the City has an interest in the Future City ROW, which interest shall be first and superior to interests granted to other person or any easements granted to said utility companies, and all work within the area of the Future City ROW shall be in accordance with the City's public works standards as they may be amended from time to time. IN WITNESS WHEREOF, the parties, as evidenced by the signatures of their Duly Authorized Agents, do hereby execute this Irrevocable Offer of Dedication as of the date the last party signs below. (Execution page follows) Irrevocable Offer of Dedication Page 3 600 SPEAR FJT, LLC and 600 SPEAR EBT, LLC By their Manager, EF MANAGER, LLC By: ________________________ Francis von Turkovich, Manager STATE OF VERMONT CHITTENDEN COUNTY, SS On this. ______day of _____________ 2022 personally appeared Francis von Turkovich, being the Duly Authorized Agent of EF Manager, LLC, Manager of 600 Spear FJT, LLC and 600 Spear EBT, LLC, to me known to be the person who executed the foregoing instrument, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of EF Manager, LLC, 600 Spear FJT, LLC and 600 Spear EBT, LLC. ______________________________ Before me Notary Public Commission No. _________ My Commission Expires: ________________ Irrevocable Offer of Dedication Page 4 CITY OF SOUTH BURLINGTON By: ________________________ _____________________, Its ______________ and Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS On this. ______day of _____________ 2022 personally appeared ______________, being the __________________ and Duly Authorized Agent of the City of South Burlington, Vermont, to me known to be the person who executed the foregoing instrument, and she/he acknowledged this instrument, by her/him signed, to be her/his free act and deed and the free act and deed of City of South Burlington, Vermont. ______________________________ Before me Notary Public Commission No. _________ My Commission Expires: ________________ Irrevocable Offer of Dedication Page 5 EXHIBIT A WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS that 600 Spear FJT, LLC and 600 Spear EBT, LLC, each a Vermont limited liability company having a place of business in the City of Montpelier, County of Washington and State of Vermont (the "Grantor"), in consideration of TEN AND MORE DOLLARS paid to its full satisfaction by the City of South Burlington, a Vermont municipality situated in the County of Chittenden and State of Vermont (the "Grantee"), do freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the Grantee, and its successors and assigns, forever, certain lands and premises located in the City of South Burlington, County of Chittenden and State of Vermont, described as follows, viz: Being a portion of the lands and premises conveyed to 600 SPEAR FJT, LLC and 600 SPEAR EBT, LLC pursuant to a Warranty Deed, dated December 29, 2020 from Robert Couillard, Terrence Couillard and Deborah Sheehan, recorded in Volume 1572 at Page 53 of the Land Records of the City of South Burlington, Vermont. Being the lands and premises located on the Property and identified as "Limits of Proposed Offer of Dedication" (the "Future City ROW") as shown and depicted on the plan entitled "_________________________", dated __________, prepared by __________________, recorded in Map Slide at Page _____ of the Land Records of the City of South Burlington (the "Plan"). The future public street and sidewalks generally follow the alignment of the strip of land labeled "Proposed Future City Street" on the Plan within the Future City ROW. This Warranty Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Future City ROW, including but not limited to all roadway improvements, sidewalks, sewer and water mains and appurtenances, and stormwater pipes, catch basins, and appurtenances. Grantee acknowledges that it has accepted the above-mentioned improvements in their "as is - where is" condition. This conveyance is made subject to and with the benefit of utility easements, spring rights, easements for ingress and egress, and rights incident to each as may more particularly appear of record, provided, however, that this shall not reinstate any interest or encumbrance previously extinguished by the Marketable Record Title Act (27 V.S.A.§601, et seq.) and amendments thereto. TO HAVE AND TO HOLD the Future City ROW, with all the privileges and appurtenances thereto, to the Grantee, City of South Burlington, and its successors and assigns, to its and their own use and behoof forever; and Granter, for itself and its successors and Irrevocable Offer of Dedication Page 6 assigns, does covenant with the Grantee, and its successors and assigns, that until the ensealing of these presents Grantor is the authorized agent of the sole owners of the Future City ROW, and has good right and title to convey the same in the manner aforesaid, that the Future City ROW is FREE FROM EVERY ENCUMBRANCE except as aforementioned; and the Grantor hereby engages to WARRANT AND DEFEND the same against all lawful claims whatsoever, except as aforementioned. IN WITNESS WHEREOF, 600 SPEAR FJT, LLC and 600 SPEAR EBT, LLC do hereby execute this Warranty Deed as of this _______ day of _______________ 2022. 600 SPEAR FJT, LLC and 600 SPEAR EBT, LLC By their Manager, EF MANAGER, LLC By: ________________________ Francis von Turkovich, Manager STATE OF VERMONT CHITTENDEN COUNTY, SS On this. ______day of _____________ 2022 personally appeared Francis von Turkovich, being the Duly Authorized Agent of EF Manager, LLC, Manager of 600 Spear FJT, LLC and 600 Spear EBT, LLC, to me known to be the person who executed the foregoing instrument, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of EF Manager, LLC, 600 Spear FJT, LLC and 600 Spear EBT, LLC. ______________________________ Before me Notary Public Commission No. _________ My Commission Expires: ________________ DECLARATION REGARDING INFRASTRUCTURE NOW COME 600 SPEAR EBT, LLC and 600 SPEAR FJT, LLC, both Vermont limited liability companies (referred to herein together as "600 SPEAR") and state as follows concerning certain streets and sidewalks that are part of a land development known as "600 Spear Housing" located at 600 Spear St. in South Burlington, Vermont, and being more particularly described as follows: Land and premises conveyed to 600 SPEAR EBT, LLC and 600 SPEAR FJT, LLC by warranty deed of Robert Couillard, Terrence Couillard and Deborah Sheehan dated December 29, 2020, and recorded in Book 1572 at Page 53 of the City of South Burlington Land Records (the "Property"). RECITALS A. 600 Spear has received permission from the City of South Burlington Development Review Board ("City") to construct on the Property a development consisting of 36 dwelling units in 8 new buildings and pre-existing house structure together with the redevelopment of an existing steel building containing certain non-residential uses (the "Development"). B. In connection with the Development, City has required 600 Spear to execute and deliver a certain Offer of Dedication under which 600 Spear has granted City the right to take ownership of the designated right of way areas including the streets, sidewalks and other public infrastructure contained therein (the "Infrastructure"). NOW, THEREFORE, in order to provide for the orderly development and management of the Development and to clarify the rights and responsibilities of the City and 600 Spear in connection with the ownership and maintenance of the infrastructure, 600 Spear hereby states as follows: 1. Ownership of the Infrastructure. Unless and until the City elects to exercise its rights under the Offer of Dedication, 600 Spear or any successor owner of the Property shall be the sole owner of the Infrastructure. 2. Maintenance Responsibility. Unless and until the City elects to exercise its rights under the Offer of Dedication, 600 Spear or any successor owner of the Property shall be solely responsible for the operation and maintenance of the Infrastructure. 3. Obligations Running with the Land. The burdens and benefits contained in this declaration shall run with land and shall be binding on all future owners of the Property. (Signature page follows) Notice Regarding Infrastructure Execution Page 1 IN WITNESS WHEREOF, the undersigned set his hand as of the _____ day of __________ 2023. 600 SPEAR EBT, LLC, 600 SPEAR FJT, LLC, and SPEAR STREET SOLAR, LLC By EF Manager, LLC, Manager ___________________________ FJ von Turkovich Duly Authorized Representative STATE OF VERMONT _______________ COUNTY, SS At _______________ , in said county and state, on this ____ day of _______ 2023 personally appeared Francis J. von Turkovich, known to me, and acknowledged that he executed the foregoing instrument as his free act and deed and the free act and deed of EF MANAGER, LLC, Manager of 600 SPEAR EBT, LLC, 600 SPEAR FJT, LLC, and SPEAR STREET SOLAR, LLC. Before me, __________________________ Notary Public Commission #: _______________________ My commission expires: ______________ Declaration Regarding Infrastruture.docx UG S ØØØØØØØØØØØØØØUT 291 297 290 289 288 288 289 290 291 289 290 291 292 293 295 294 298295296297294293292 291 290 298 2 9 5296 299 298 299 298 297 296 295 294 295298 298 298 297 296 2 9 0 291292293294 294 292 293 294 295 29 8 2 9 9 299298297 BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSW W WWSSSSSSSSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S UG UG DDDDDD DDDDDDDDDDDD DD D D D D D D D D D D D D D D D D D D D D D WW W S S BUILDING 3 BUILDING 4 WWDDDDDDDFFE 300.0 FFE 300.0 FFE 300.0 D D D DD D S S S S S SDD 296 297 298 299298299299 299 299 299298298 297 29829729 8 298 294295 296 297 298 294 295 296 295 294 294 295 296 2 9 8 299 299 299 294 295 296 299 299 299 297 296 295 296 295 297 296 295 297 296 298 297296298296 298 294 295 293 296 288290 292 PROPOSED 2" CTS C901 WATER SERVICE TO EACH BUILDING (TYP) FFE 299.5 FFE 300.0 FFE 299.5 FFE 299.5 FFE 300.0 SMH 1 RIM = 297.5 4" iIN (W) = 290.0 8" iIN (E) = 290.0 8" iOUT (N) = 289.9 PUMP STATION 8' ID (SEE DETAIL) RIM = 297.50 iIN (8") = 289.75 FLOOR = 282.0 VALVE PIT 5' ID (SEE DETAIL) RIM = 297.5 iIN/OUT = 291.0 1" CTS C901 WATER SERVICE WWWWWWWWWWWWWWSSSSSSS S S S S S S S S S S S S S S S SSSS 298 3 0 0 SMH 3 RIM = 298.25 4" iIN (E) = 291.55 4" iIN (S) = 291.55 8" iOUT (W) = 291.45 SMH 6 RIM = 298.25 8" iIN (S) = 292.02 8" iIN (E) = 292.02 8" iOUT (N) = 291.92 SMH 7 RIM = 299.0 4" iIN (E) = 292.72 4" iIN (N) = 292.72 8" iOUT (W) = 292.62 4" iOUT = 294.5 4" iOUT = 293.5 4" iOUT = 293.5 4" iOUT = 293.5 CLEANOUT (TYP.) AT ALL SEWER SERVICE BENDS PROPOSED 4" GATE VALVE 4" SDR 35 SEWER SERVICE SLOPED AT 1 4"/FT MIN FROM EACH BUILDING (TYP.)299299297 PROPOSED FIRE PROTECTION HYDRANT SMH 2 RIM = 297.25 8" iIN (N) = 290.76 8" iIN (S) = 290.76 8" iIN (E) = 290.76 8" iOUT (W) = 290.66 SMH 4 RIM = 298.25 4" iIN (E) = 291.05 4" iIN (W) = 291.05 8" iIN (S) = 291.05 8" iOUT (N) = 290.95 SMH 5 RIM = 298.5 4" iIN (E) = 291.6 4" iIN (W) = 291.6 8" iIN (S) = 291.6 8" iOUT (N) = 291.5 4" iOUT = 293.54" iOUT = 292.5 4" iOUT = 292.5 4" iOUT = 293.5 8x8x8X8 CROSS FITTING 8" GATE VALVE ON NORTH, SOUTH, & WEST SIDE OF CROSS PROPOSED 8"X8"X6" TEE, 6" GATE VALVE AND 6" DI CLASS 52 HYDRANT LEAD (TYP.) INSTALL 8" C900 DR18 STUB TO SOUTHERN BOUNDARY AS SHOWN. CAP AND INSTALL THRUST BLOCK. INSTALL 8" C900 DR18 STUB TO NORTHERN BOUNDARY AS SHOWN. CAP AND INSTALL THRUST BLOCK. PROPOSED 2" CURB STOP (TYP) 299 299 4" FLUSHING HYDRANT4" SDR 35, S = 0.0317 FT/FT8" SDR 35, S = 0 . 0 0 4 F T / F T 8" SDR 35, S = 0.004 FT/FT 8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT 4" C900 DR18 PROPOSED 4" GATE VALVE 4" FLUSHING HYDRANT 4" C900 DR188" C900 DR18 8" C900 DR182994" SDR 21 FORCEMAIN G G G G G G GGGGGGGG G G G G G G G G G G G G G G UG UG UG UG UG UG UGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG CONNECT EXISTING SEWER SERVICE FROM METAL BUILDING TO NEW 4" SERVICE LINE FROM EXISTING HOME UGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG 297 298299 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NTPROF E SSIONAL E N G INEERLICE N S E D Field Book: 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. 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Wastewater and Water Utility Plan C3-02 5/14/2021 1" = 20' 19-268 MMI AAD AAD 600 Spear 600 Spear Street South Burlington, Vermont "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 Final Plat2 03/31/23 CMJ WATER AND WASTEWATER BASIS OF DESIGN: THIS PROJECT PROPOSES THE FOLLOWING USES: ·5 BEDROOM HOME WITH 1 BEDROOM ACCESSORY APARTMENT AT 600 SPEAR STREET TO REMAIN ·EXISTING METAL BUILDING TO REMAIN WITH UP TO 10 EMPLOYEES ·32 NEW 2-BEDROOM UNITS (EIGHT BUILDINGS WITH 4 UNITS EACH) PROPOSED WASTEWATER DEMAND (BASED ON VT EPR CH 1, DATED 4/12/19): ·EXISTING 5 BEDROOM HOME = 5*140 = 700 GPD ·EXISTING 1 BEDROOM HOME APARTMENT = 1*140 = 140 GPD ·METAL BUILDING WITH 10 EMPLOYEES = 10*15 = 150 GPD ·32 NEW 2-BEDROOM UNITS = 32*210 = 6720 GPD ·INFILTRATION FOR 546' OF 4" SEWER = 124 GPD ·INFILTRATION FOR 844' OF 8" SEWER = 384 GPD TOTAL PROPOSED WASTEWATER DEMAND = 7728 GPD PROPOSED WATER DEMAND (BASED ON VERMONT WATER SUPPLY RULE, DATED 3/17/20): ·EXISTING 5 BEDROOM HOME = 5*150 = 750 GPD ·EXISTING 1 BEDROOM HOME APARTMENT = 1*150 = 150 GPD ·METAL BUILDING WITH 10 EMPLOYEES = 10*15 = 150 GPD ·32 NEW 2-BEDROOM UNITS = 32*300 = 9600 GPD ·10% REDUCTION FOR LOW FLOW = -1065 GPD TOTAL PROPOSED WATER DEMAND = 9585 GPD WATER AND WASTEWATER NOTES: 1.ALL WATER AND WASTEWATER PIPING SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE DETAILS. 2.ALL WASTEWATER TANKAGE AND MANHOLES SHALL BE LEAKAGE TESTED IN ACCORDANCE WITH THE DETAILS. 3.ALL WATER LINES SHALL BE DISINFECTED AFTER CONSTRUCTION IN ACCORDANCE WITH THE DETAILS. 4.ALL WATER MAINS SHALL BE C900 DR18, ALL WATER SERVICES SHALL BE CTS C901, AND ALL HYDRANT LEADS SHALL BE CLASS 52 DUCTILE IRON. 5.THE LIVE TAP CONNECTION ON THE 12" WATER MAIN SHALL BE COORDINATED WITH THE PROJECT ENGINEER AND CHAMPLAIN WATER DISTRICT. 6.NO WATER CONNECTION OR TAP SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR JOINT. 7.NO NON-CIVIL UNDERGROUND UTILITY (COMMUNICATIONS, GAS, ELEC, ETC.) SHALL BE LOCATED WITHIN 4' (PARALLEL) OF ANY NEW WATER MAIN. 8.WATER AND SEWER SEPARATION SHALL BE IN ACCORDANCE WITH THE DETAILS. 9.WATER CONNECTIONS WILL ONLY BE ALLOWED WITHIN THE HOURS OF 7:00 AM AND 3:00 PM ON REGULAR CHAMPLAIN WATER DISTRICT BUSINESS DAYS, EXCEPT FRIDAYS. ALL CONNECTIONS MUST BE COMPETED BY 3:00 PM. CONNECTIONS THAT CANNOT BE COMPLETED BY 3:00 PM MAY BE SUSPENDED AND COMPLETED THE FOLLOWING BUSINESS DAY. A SUSPENDED TAP MAY ENTAIL BACKFILLING THE EXCAVATION UNIT THE FOLLOWING DAY. CHAMPLAIN WATER DISTRICT (CWD) PERSONNEL HAVE THE AUTHORITY TO SUSPEND CONNECTIONS THAT THEY DEEM CANNOT BE COMPLETED WITHIN THE TIME PERIOD STATED ABOVE. 10.NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL FROM CHAMPLAIN WATER DISTRICT (CWD). THE APPROPRIATE CWD DIVISION MAY RESTRICT WORK BEFORE NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. CWD DOES NOT ALLOW EXCAVATING FOR WATER MAINS DURING THE WINTER MONTHS EXCEPT BY SPECIAL PERMISSION.