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Home My WebLink AboutAgenda 06_SP-24-26_124 Nowland Farm Rd_City of SB#SP-24-26 1 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-24-26_124 Nowland Farm Rd_City of SB_SC DEPARTMENT OF PLANNING & ZONING Report preparation date: July 31, 2024 Plans received: July 3, 2024 124 NOWLAND FARM ROAD – CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION #SP-24-10 & CONDITIONAL USE APPLICATION #CU-24-04 Meeting date: May 7, 2024 Owner/Applicant City of South Burlington 180 Market Street South Burlington, VT 05403 Engineer Trudell Consulting Engineers 478 Blair Park Road Williston, VT 05495 Property Information Tax ID 1640-01600 SEQ-NRP & SEQ-NR Zoning Districts, Wetland Advisory Overlay District, River Corridor Overlay District, Scenic View Protection Overlay District, Habitat Block Overlay District. Location Map PROJECT DESRIPTION Site plan application #SP-24-26 of the City of South Burlington to develop an existing 60.7 acre undeveloped site with a parking lot and recreation path and change the use the public park, 124 Nowland Farm Road. SP-24-26 2 CONTEXT The City acquired this property in 2013 using the Open Space Fund, with a defined purpose to be decided at a later date (see City Council minutes from February 26, 2013). Community Visioning and Master Plan processes were undertaken by the City Council and an appointed Task Force beginning in 2014. These efforts resulted in plans for a mix of agricultural, open space, and recreational land uses. The proposed project involves construction of a paved shared use path from Upswept Lane to the south to Nowland Farm Road to the north, and includes construction of a 18-space parking lot, installation of landscaping, parking lot lighting, bicycle parking, and a small informational kiosk. The portion of the proposed path between the Upswept Lane and the south side of the 60.7 acre parcel is located within the City’s Right of Way and is not subject to DRB review. The project involves creation of more than 5,000 sf of new impervious therefore is subject to DRB review. The project is subject to zoning district and dimensional standards, site plan review standards, environmental protection standards. COMMENTS Development Review Planner Marla Keene and Planning and Zoning Director Paul Conner, hereafter referred to as ‘Staff’, have reviewed the plans submitted on July 3, 2024 and offer the following comments. Numbered items for Board review are in red. A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS SEQ-NR & NRP Zoning Districts Required Existing Proposed Min. Lot Size (non-residential) 40,000 sf 60.7 acres No change Max. Building Coverage 15 % 0% No change Max. Overall Coverage 30 % 0.002% 0.009% Min. Front Setback 20 ft. n/a n/a Min. Side Setback 20 ft. n/a n/a Min. Rear Setback 30 ft. n/a n/a Max Height, flat roof 25 ft. n/a n/a TABLE C-1 USES APPLICABLE IN ALL ZONING DISTRICTS The subject property is in the Southeast Quadrant – Neighborhood Residential Zoning District (SEQ-NR) and the Southeast Quadrant – Natural Resource Protection Zoning District (SEQ-NRP). The proposed project is located entirely within the SEQ-NR district. No work is proposed within the SEQ-NRP. Park is a permitted use and is defined as follows. Park. Any land owned by the public and open for use by the general public for active or passive recreational purposes, urban agriculture, or as a refuge for wildlife. B) SITE PLAN REVIEW CRITERIA 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. SP-24-26 3 (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The DRB shall consider the following: (a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the street. No buildings are proposed. The applicant is proposing a row of shrubs along the west side of the parking area near Nowland Farm Road. (b) Building Placement, Orientation. Maintain or establish a consistent orientation to the street and, where a prevalent pattern exists, shall continue the manner in which the site’s existing building foundations relate to the site’s topography and grade. No buildings are proposed. (c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between existing, planned or approved development, and proposed development. The proposed development is flush with the ground, therefore Staff considers there to be no “scale” to the proposed development. (d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within the area proposed for development. Staff considers the project to specifically achieve this objective, providing a north south connection between a road with a recreation path and an existing neighborhood with sidewalks. (e) Solar Gain. Orient their rooflines to maximize solar gain potential, to the extent possible within the context of the overall standards of these regulations. No buildings are proposed. (2) Parking. Staff considers that the parking proposed to be converted to commercial parking meets these criteria. (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (v) The principal use of the lot is for public recreation There is no building for the parking to be located to the rear of side of. The principal use of the lot is for public recreation. Staff considers this criterion met. (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. No buildings are proposed. B. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between SP-24-26 4 buildings of different architectural styles. No buildings are proposed. (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. No buildings are proposed. (3) To accomplish (1) and (2), the DRB shall consider: (a) Pattern and Rhythm. Update or maintain or extend the overall pattern of development defined by the planned or existing street grid, block configurations, position and orientation of principal buildings, prevalence of attached or detached building types. (b) Architectural Features. Respond to recurring or representative architectural features that define neighborhood character, without adhering to a particular architectural style. (c) Privacy. Limit impacts and intrusions to privacy on adjoining properties, including side and back yard areas through context sensitive design. Not applicable. C. Site Amenity Requirement. (1) Sites are required to include a specific minimum area for appropriate Site Amenities. This section does not apply to projects within the City Center FBC District (which are governed by Section 8.08). (2) Applicability. Applications for the following shall be required to provide Site Amenities: (a) Any non-residential development over 5,000 SF. (b) Additions or expansions exceeding 5,000 SF for existing non-residential structures. (c) Any residential development, including conversion of non-residential structures to residential use. This project does not meet any of these three criteria; as such, there is no Site Amenity requirement associated with this project. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: A. Environmental Protection Standards. All proposed development shall be subject to the applicable requirements of Article 12, Environmental Protection Standards. The project is proposing to impact Class III wetland and their buffers. Article 12 standards are reviewed below. B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These standards are contained in Article 13 and those that are applicable are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. 15.A.14 pertains to street design and is not applicable to this project. SP-24-26 5 D. [Reserved for Transportation Demand Management (TDM)] E. Building Form. Development within the City Center Form Based Code District, the Urban Design Overlay District, and other districts with supplemental building form standards shall adhere to the standards contained therein. No buildings are proposed. F. Streetscape Improvements. A proposed new construction or extension/expansion of an existing structure exceeding the thresholds listed in either (a) Section 14.09(B) or (b) Section 8.11(D) within the City Center Form Based Code, or Section 3.11(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained within the applicable Street Type and Building Envelope Standard. Nothing in this subsection shall be construed to limit requirements for additional upgrades as necessary to meet the requirements of these Regulations. No structures are proposed therefore Staff considers this criterion not applicable. G. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No modifications to vehicular access are proposed. H. Utility Services. Electric, telephone and other wire-served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Standards of Section 15.A.18, Infrastructure, Utilities, and Services, shall also be met. 1. The applicant is proposing new light poles in the parking lot. Staff recommends the Board confirm that the applicant is proposing underground utility lines for the proposed parking lot lighting. I. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (i.e., non-dumpster, non-large drum) shall not be required to be fenced or screened. No solid waste facilities are proposed. C) ENVIRONMENTAL PROTECTION STANDARDS 12.01 General Protection Standards, Classifications and Review Procedures B. Classification. For the purposes of these Regulations, resources are grouped into Hazards, Level I and Level II Resources. The applicant is proposing impacts to Class III wetlands and wetland buffers. Class III wetlands and buffers are considered a Level II resource. The applicant plans also show proposed impacts to Class II wetlands and wetland buffers, but these impacts are within the City Right of Way and are not subject to Development Review Board review. The applicant has proposed to use the provisions of 12.02 Restricted Infrastructure Encroachment to SP-24-26 6 evaluate their proposed wetland impacts. 12.02 Restricted Infrastructure Encroachment A. Purpose. The purpose of this section is to define specific types of “restricted infrastructure” that may be allowed to encroach upon a natural resource regulated in Article 12 and to define the standards that shall be met in order for an encroachment to be allowed. B. Types of Development. Restricted Infrastructure Encroachments are limited to the types of development listed in this subsection: (2) Public sidewalks and recreation paths (including bridges and boardwalks) intended to connect parcels and neighborhoods, or provide recreational opportunities within areas containing Hazards, Level I Resources, or Level II Resources. The project qualifies under this type of development. C. Qualifying Criteria. Encroachment into a natural resource may only be allowed if there is a finding that the proposed Restricted Infrastructure Encroachment meets one or more of the following qualifying criteria: (1) Is necessary to repair impacts from a Federally declared disaster, mitigate the future impacts of hazards, and/or necessary for the protection of the public health, safety and welfare; (2) Is for a functionally dependent purpose or use; (3) Is a part of an Environmental Restoration Project; (4) Is on the Official Map; (5) Is for purposes of crossing a natural resource area to gain access to land on the opposite side of the area; or (6) For purposes of providing safe access in accordance with City roadway and connectivity standards to an approved use. The project is on the official map (criteria #4). D. Development Review Process. Applications involving Restricted Infrastructure Encroachments shall be subject to the development review process outlined in Section 12.01(D). This process requires DRB review, which is being undertaken with this application. E. Standards. All Restricted Infrastructure Encroachments shall meet the following standards: (1) The encroachment shall not have an undue adverse effect on the subject natural resource and shall meet all specific, applicable standards for Restricted Infrastructure Encroachments into River Corridors (Section 12.07), Wetlands Buffers (Section 12.06), and Habitat Blocks (Section 12.04). These standards are reviewed below. (2) Street and Driveway Crossings Not On Official Map. Restricted Infrastructure Encroachment projects involving streets and/or driveways not shown on the City Official Map that cross River Corridors (Section 12.07), Wetlands Buffers (Section 12.06), and/or SP-24-26 7 Habitat Blocks (Section 12.04) may be allowed only upon a determination by the Development Review Board that all resource-specific standards and the following standards have been met: Not applicable. 12.06 Wetland Protection Standards A. Purpose. It is the purpose of this Section to protect the City’s wetland resources in order to protect wetland functions and values related to surface and ground water protection, stormwater treatment, wildlife habitat, and flood control. The City intends to strictly protect Class I wetlands, Class II wetlands, and their respective buffers via the standards of this section. The City also intends to provide protection that offers limited flexibility for larger class III wetlands (over 5,000 square feet in size) and their respective buffers, and for Class II wetlands and their respective buffers in specific identified areas of the City. B. Applicability. All development in the City of South Burlington shall comply with the requirements of this section. The requirements of this Section will apply to all lands described as follows, collectively referred to as Wetlands Areas and Related Buffers: (3) Class III Wetlands. All Class III wetland areas 5,000 square feet or larger in size, and their related buffer areas, measured fifty (50) feet in horizontal distance from the boundary of the wetland, are subject to the provisions of this section. Class III wetlands less than 5,000 square feet in size are not regulated by the City. 2. The provided wetland report does not provide a specific size for the impacted wetlands (wetlands “C,” “M,” and “L”). Staff recommends the Board ask the applicant to provide a size of the impacted wetlands. D. Standards for Wetlands Protection. (2) Class III Wetlands. Development in a Class III wetland (meeting 5,000 square foot threshold), and associated buffer within all zoning districts, is generally prohibited and shall be left in an undisturbed, naturally vegetated condition. The proposed impacts consist of construction of a 10-ft wide paved shared use path and adjacent 10-ft wide mowed grass path. The following activities are permissible, however: (a) An applicant may seek approval for a Restricted Infrastructure Encroachment under this section or to modify this standard where allowable per the regulations in Section 12.06(F). The applicant is seeking approval for a Restricted Infrastructure Encroachment. (b) Incidental Impacts. Temporary impacts to a Class III wetland buffer (for wetlands meeting the 5,000 s.f. threshold) that are incidental to an approved development project are allowed. They are not required to meet the standards in this Section but must be shown on the applicant’s plans. Temporarily impacted Class III wetland buffers shall be returned to their pre-impact state prior to completion of the project. The applicant has proposed a 15-ft wide buffer on each side of the paved path, which encompasses the 10-ft wide mowed path. Staff considers this criterion to be applicable for the portion of the buffer that is outside the mowed path. SP-24-26 8 (c) Underground Utilities. Temporary impacts to a Class III wetland (meeting the 5,000 s.f. threshold) or its buffer for the purpose of installing underground utilities are not required to meet the standards in this Section but must be shown on the applicant’s plans. Temporarily impacted Class III wetland and their related buffers shall be returned to their pre-impact state prior to completion of the project. No underground utilities in the wetland or buffers are proposed. (3) Landscaping and Fencing. Landscaping and/or fencing shall be installed along the outside perimeter of the wetlands buffer to clearly identify and protect wetlands buffer. The DRB may waive this requirement, if petitioned by the applicant, if there is existing forest and/or landscaping along the border of wetland buffer or other clear, existing demarcation. The design and installation of any such landscaping or fencing must accommodate wildlife passage. 3. The applicant has not proposed any landscaping or fencing. Staff recommends the Board ask the applicant to describe how they will demarcate the border of the unimpacted wetland and buffer. (4) Pre-existing gardens, landscaped areas/lawns, structures and impervious surfaces. (a) Gardens, landscaped areas/lawns, structures, and impervious surfaces located within a wetlands buffer that were legally in existence as of the effective date of these regulations shall be considered non-conforming development. Non-conforming development within a wetlands buffer may not be expanded. Not applicable. (5) Restricted Infrastructure Encroachment. Restricted Infrastructure Encroachment may be allowed within Class I, Class II, or Class III wetlands, and their associated buffers, without a waiver or modification provided that the applicant demonstrates the project’s compliance with Section 12.02 and the following supplemental standards: (a) Roadway paved surfaces shall be no wider than necessary for the intended functional road classification for the roadway and in no case shall the roadway paved surfaces be wider than 24 feet; and, The minimum width for pedestrian streets is 10 ft pursuant to Article 11A. (b) Roads that bifurcate a wetland or wetland buffer shall propose appropriate mitigation, such as reduction or elimination of curbing and installation of cross culverts, to enable wildlife passage. No curbing is proposed and the pavement is proposed to be no more than 1-ft above existing grade. Staff considers this criterion met. D) OTHER APPLICABLE CRITERIA 10.02 Scenic View Protection Overlay District These standards pertain to height of structure and of landscaping. A portion of the proposed project is located within the Dorset Park View Protection Zone A. F. Dorset Park View Protection Zone. (1) Zone A. (a) No part of any structure within Zone A of the Dorset Park View Protection Zone shall exceed an elevation of 441 feet above mean sea level minus 4.3 feet for each 1000 feet that said part of SP-24-26 9 said structure is horizontally distant from the Dorset Park View Protection Zone West Base Line shown on the above referenced Scenic View Protection Overlay District Map, or 3 feet above any grade existing on the date of passage of these regulations, whichever height is higher. This section applies to structures. However the applicant is proposing to alter grade so as a matter of interest Staff has computed what elevation might be limiting in the proposed project location. Staff estimates the path to be approximately 1.06 miles, or 5,600 ft from the Base Line. Therefore heights of structures in the project area would be limited to 441 – 4.3 x 5,600/1000 = 416.92 ft. The maximum proposed grade within the View Protection Zone is 393 feet therefore the proposed path is well below the allowable height limit in the View Protection Zone. (b) Landscaping and other vegetation located within Zone A of the Dorset Park View Protection Zone shall be maintained so that it does not exceed an elevation of 441 feet above mean sea level minus 4.3 feet for each 1000 feet that said landscaping or vegetation is horizontally distant from the Dorset Park View Protection Zone West Base Line shown on the above referenced Scenic View Protection Overlay District Map, or 3 feet above any grade existing on the date of passage of these regulations, whichever height is higher. Vegetation is proposed in the View Protection Zone and would have a maximum height of 416.92 feet pursuant to the limitation above. The applicant has proposed 20 viburnum shrubs in the View Protection Zone, which have a mature height of 10 ft. The proposed grade in the proximity of the viburnum is 391 feet, therefore at maturity, this criterion will be met. 13.05 Stormwater Management B. Applicability. (1) These regulations will apply to all development within the City of South Burlington where one-half acre or more of impervious surface area exists or is proposed to exist on an applicant’s lot or parcel. 25,032 sf of impervious is proposed therefore these criteria apply. The City Stormwater Section reviewed the proposed plans on July 30, 2024 and offers the following comments. • While there is less than half an acre of impervious proposed on the Hubbard parcel, the total project proposes to create greater than 0.5 acres of impervious area, which is subject to requirements set in the State of Vermont's 3-9050 General Permit. Since this is a public transportation project, the consultant should confirm with the VTDEC Stormwater Program Reviewer for South Burlington whether this project is exempt from the requirements set within the 3-9050 General Permit or if a permit will be required for this project. • As the project proposes to create more than 0.5 acres or more of impervious surface, the project is subject to the requirements of section 13.05 of the LDRs. • The applicant is missing a few of the required documents listed in Section 13.05.C of the LDRs, including the following: o A plan showing drainage area delineations o HydroCAD modelling for the WQv, 1-yr, and 25-yr storms o A plan showing required maintenance of the proposed stormwater treatment and pre-treatment • The cover letter submitted details how the proposed disconnection areas will meet WQv requirements, however there is no mention of the larger storms outlined in the LDRs. SP-24-26 10 • What consideration was given to structural stormwater treatment practices? Was any consideration given to the usage of underground pipe storage for providing detention in larger storms? 4. Staff recommends the Board require the applicant to address the comments of the City Stormwater Section prior to closing the hearing. 13.07 Exterior Lighting Lighting requirements are summarized as follows. (1) Fixtures must be downcast and shielded (2) Illumination must be evenly distributed (3) Fixtures must be placed to minimize lighting from becoming a nuisance (4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural material, with a decorative surface or finish (5) Poles & building mounted fixtures may be no higher than 30-ft (6) Poles must be located in safe locations Specific requirements for maximum illumination levels are included in Appendix A and are limited to 3-foot candles average at ground level. The applicant has provided a photometric drawing showing peak illumination levels at 2.5 footcandles and below and a fixture height of 15 ft. Staff considers these criteria met. RECOMMENDATION Staff recommends that the Board review the project with the applicant and close the hearing. Respectfully submitted, Marla Keene, Development Review Planner C1-00 LEGEND & NOTES C1-01 OVERALL EXISTING CONDITIONS PLAN C2-01 OVERALL SITE PLAN C2-02 PARKING AREA PLAN C2-03 WETLAND IMPACT PLAN C2-04 WETLAND IMPACT PLAN - S BURL C5-01 EROSION PREVENTION & SEDIMENT CONTROL PLAN C6-01 PLAN & PROFILE C6-02 PLAN & PROFILE C6-03 PLAN & PROFILE C8-01 SITE DETAILS C8-02 SITE DETAILS C8-03 SITE DETAILS C8-04 LOW RISK EROSION HANDBOOK DETAIL SHEET #1 C8-05 LOW RISK EROSION HANDBOOK DETAIL SHEET #2 LI1-01 LIGHTING PLAN LA1-01 LANDSCAPE PLAN LA1-02 LANDSCAPE PLAN LA2-01 LANDSCAPE DETAILS NOWLAND FARM ROAD SOUTH BURLINGTON, VT HUBBARD RECREATION & NATURAL AREA Engineer: TRUDELL CONSULTING ENGINEERS (TCE) 478 BLAIR PARK ROAD WILLISTON, VT 05495 (802) 879-6331 Owner/Applicant: CITY OF SOUTH BURLINGTON 575 DORSET STREET SOUTH BURLINGTON, VT 05403 DRAWING INDEX PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO ADD A PAVED SHARED USE PATH AND PAVED PARKING AREA TO THE HUBBARD RECREATION AND NATURAL AREA TO PROVIDE CONNECTIVITY FOR SOUTH BURLINGTON'S PATH NETWORK. " PERMITTING " SUBMISSION SET (NOT FOR CONSTRUCTION) 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS TCE PROJECT NO: 22-512 06/18/2024 LAST 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. TAX ID: 1640-01600 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) 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. PAVED DRIVE OR ROAD WITH CURB SEWER MAINS AND SERVICES WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MARBLE OR STONE MONUMENT TCE CONTROL POINT MAG NAIL TCE CONTROL POINT STEEL REBAR MTC OR TRANSFORMER OUTLET OR END SECTION ØØØØ S S èèèè 124 FM W CD UD RD FD G OH UG SB SB 124 W CD UD RD FD G OH UG SB SB ØØØØØØ S S S S S FM FM FM W W W W D D D D CD CD CD UD UD UD RD RD RD FD FD FD G G G G OH OH OH UG UG UG FM D Legend & Notes C1-00 06/18/2024 N/A 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT LEGEND NOTE: SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY. ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS. SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE WELL CONE / WASTEWATER CONE OF INFLUENCE SIGN P- XXMIN./IN. SURVEY CANOPY LIGHT FLOOD OR WALL LIGHT W YARD DRAIN (YD) GAS OR ELECTRICAL METER 18" TP- WETLAND BUFFER CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER: 1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC. 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM. 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. 9.CONTAMINATED SOILS NOTES: CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 10.THE PROJECT SHALL BE ADA COMPLIANT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING ON ADA COMPLIANT AREA PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 12.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS, LOCAL PUBLIC WORKS STANDARDS AND ALL CONSTRUCTION SAFETY REGULATIONS. 13.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 14.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM(S) IN QUESTION. 15.SEWER LATERAL CONNECTIONS ARE SOMETIMES NOT SHOWN FOR CLARITY. CONTRACTOR TO CONSULT WITH ENGINEER AND SUPPLY BENDS, CLEANOUTS, ETC. AS NECESSARY TO FACILITATE PROPER CONNECTION BETWEEN FOUNDATION WALL AND SEWER MAIN LINE. 16.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL RELEVANT PARTIES (INCLUDING, BUT NOT LIMITED TO OWNER, ARCHITECT AND UTILITY COMPANIES) TO DETERMINE FINAL LAYOUT AND DESIGN. 17.DESIGN AND CONSTRUCTION OF PEDESTRIAN WALKS, RAMPS AND DECKS BETWEEN BUILDINGS AND PARKING LOTS IS PROVIDED BY THE ARCHITECT AND INCORPORATED INTO THE BUILDING DESIGN, UNLESS INDICATED OTHERWISE. 18.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE. 19.ROOF DOWNSPOUT CAN CONNECT TO ROOF DRAIN MANIFOLD (RD) AS DETERMINED BY ARCHITECT AND OWNER. THIS CONNECTION PIPE IS INCLUDED AS PART OF THE DESIGN PLAN BUT NOT SHOWN TO ALLOW FLEXIBILITY IN LOCATION AS NEEDED. 20.THRUST BLOCKS FOR PRESSURE LINES ARE NOT SHOWN FOR CLARITY PURPOSES. PROVIDE THRUST BLOCKS AT ALL BENDS, TEE AND REDUCES. PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. 21.WATER MAIN OPERATED AT HIGH PRESSURE. ALL BUILDINGS SHALL CONFIRM STATIC INTAKE PRESSURE AND PROVIDE PRESSURE-REDUCING VALVES AS DEEMED APPROPRIATE BY THE MECHANICAL ENGINEER (OR ARCHITECT.) 22.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER. 23.FOOTING DRAINS AROUND BUILDING MAY BE SHOWN BY OTHERS (BECAUSE IT IS WITHIN THE 5' ZONE AROUND BUILDING). FOOTING DRAINS AND PIPE TO DAYLIGHT SHALL BE INCLUDED EVEN IF NOT SHOWN. DAYLIGHT PIPE LOCATION TO SWALE MAY NOT BE CRITICAL SO LONG AS IT DOES NOT CREATE ANY CONFLICT WITH OTHER UTILITIES, OR IMPACT ENVIRONMENTALLY SENSITIVE AREAS SUCH AS WETLANDS. 24.SEWER CONNECTIONS TO EXISTING MANHOLES SHALL INCLUDE WATERTIGHT CONNECTIONS, REFORMING INVERT TO PROVIDE SMOOTH FLOW STREAM AND TESTING TO ENSURE STRUCTURE IS WATERTIGHT. IF AN EXISTING MANHOLE IS FOUND NOT TO BE WATERTIGHT IT SHALL BE EXPOSED AND REPAIRED ON THE OUTSIDE. PRIOR TO CONNECTING TO EXISTING MANHOLES, SUBMIT SHOP DRAWINGS ON CORE LOCATION, ANY REQUIRED PIPING (FOR DROP MANHOLES) AND CHANGES TO INVERT FORM. 25.FINAL RIMS OF SEWER MANHOLES AND WATER VALVES SHALL BE CONFIRMED AND COORDINATED WITH FINAL SITE GRADING. MINOR ADJUSTMENTS FROM DESIGN GRADES MAY BE REQUIRED BY OWNER OR ENGINEER AND SHALL BE INCLUDED. 26.ROCK REMOVAL WORK FOR BOULDERS UNDER 2.5 CUBIC YARDS IS INCLUDED AS PART OF EXCAVATION. ANY ROCK REMOVAL FOR 2.5 CUBIC YARDS OR GREATER SHALL BE TREATED AS LEDGE REMOVAL. THIS SHOULD BE REVIEWED AND AGREED UPON BY OWNER PRIOR TO CONDUCTING ROCK REMOVAL. 27.THE GENERAL CONTRACTOR IS REQUIRED TO CONFORM TO THE STRICTEST INTERPRETATION OF THE CONTRACT DRAWING, SPECIFICATION, PERMITS AND CONSTRUCTION CONTRACT. ALL EARTH MATERIAL RECEIVED OR DISPOSED FROM OUTSIDE SOURCES SHALL COMPLY WITH APPLICABLE PERMITS AND REGULATIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE CONTRACTOR'S CERTIFICATION STATEMENT OF COMPLIANCE AND COPIES OF RELEVANT PERMITS FOR OUTSIDE SOURCES. 28.CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. THIS SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL TESTING, COMPACTION TESTING, SIEVE ANALYSIS, CONCRETE TESTING, ASPHALT PENETRATION TESTING, BACTERIOLOGICAL TESTING FOR WATER AND OTHER TESTING AS PART OF STANDARD PRACTICE FOR A CONSTRUCTION PROJECT OF THIS NATURE, UNLESS INDICATED OTHERWISE AND APPROVED BY THE OWNER. CONSTRUCTION READY PLAN: ONCE THE PLANS ARE FULLY PERMITTED, CONTACT THE ENGINEER TO PREPARE CONSTRUCTION READY PLANS. UPDATES INCLUDE BUT ARE NOT LIMITED TO MORE SPECIFIC SITE DETAIL, COORDINATION WITH THE OWNER, COORDINATION WITH OTHER DISCIPLINES, COORDINATE WITH UTILITY COMPANIES, FINISHED SPOT GRADES AN OTHER PERTINENT INFORMATION TO ASSIST WITH THE CONSTRUCTION PHASE. D L328.93' R1040.00' U P UP UP D D EXISTING SIGHT DISTANCE EASEMENT EXISTING STORMWATER EASEMENT CLASS II WETLAND J CLASS III WETLAND C CLASS III WETLAND E-K CLASS III WETLAND D CLASS II WETLAND G CLASS III WETLAND I CLASS III WETLAND F CLASS III WETLAND M CLASS II WETLAND A CLASS II WETLAND A CLASS II WETLAND A CLASS II WETLAND J CLASS III WETLAND L CLASS II WETLAND A CLASS II WETLAND A CLASS II WETLAND A EXISTING COMMUNITY GARDENS EXISTING DRILLED WELL EXISTING ELECTRICAL PANEL EXISTING BURIED ELECTRIC & COMMUNICATION CABLES 1 0 0 ' W E T L A N D B U F F E R 10 0 ' WE T L A N D BU F F E R 100' WETL A N D BUF F E R 100' WETLAND BUFFER 100' WETL A N D BUFF E R 100' WETLAN D BUFFER 100' CITY WETLAND BUFFER UPLAND Au UPLAND Ai EXISTING UTILITY EASEMENT SP E A R S T R E E T UPSWEPT LANE VA L E D R FO U R S I S T E R S RO A D P A R K S I D E D R N 79°34'04 " W 361.57' N 1 2 ° 5 0 ' 3 8 " E 17 0 . 0 0 ' N 1 2 ° 5 0 ' 3 8 " E 27 8 . 1 0 ' S 79°01'06 " E 395.03' S 82°18'39" W 1010.93' S 0 4 ° 3 4 ' 2 5 " E 11 4 . 6 3 ' S 82°14'13" W 19.56' S 82°26'52" W 2331.88' S 0 7 ° 4 1 ' 2 1 " E 99 1 . 4 7 ' N 1 2 ° 4 7 ' 1 2 " E 10 3 1 . 9 4 ' S 83°31'16" W 212.80' LOT 32 PIN N A C L E D R I V E NOWLAND FARM R D TO SPEA R S T R E E T EXISTING HOME, TYP. EXISTING PARKING AREA (TO BE REMOVED) N/F LIANG WAN TING N/F WILLIAM & JUDITH MCMEEKIN N/F KELLEY GARDNER TRUST N/F MURALIDHAR MULPURI N/F RYAN & KIMBERLY PINKHAM N/F DALE & MARIE BAUMAN N/F THE SOUTH POINT HOMEOWNERS ASSOC. INC.N/F THE SOUTH POINT HOMEOWNERS ASSOC. INC. 50' CITY CLASS III BUFFER 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. PLANNIN G ENVIRON MENTAL 0 Feet Graphic Scale 100 200 300 Overall Existing Conditions Plan C1-01 06/18/2024 1" = 100' 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT 1 06/14/24 AADZoning & Vegetation 0 Feet Graphic Scale 100 200 300 15°± VT G r i d Ma g n e t i c NOTES: 1.THE PROJECT PROPERTY LINES SHOWN ON THIS PLAN ARE BASED ON A COMBINATION OF CITY OF SOUTH BURLINGTON TAX MAPS AND A PLAN ENTITLED "NOWLAND PROPERTY II, SUBDIVISION PLAN", DATED MARCH 1991, BY FITZPATRICK- LLEWELLYN, INC., RECORDED IN MAP VOL. 286, PG. 23 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS, AND LOT 32 SOUTH POINTE SUBDIVISION PLAT BY LAMOUREUX & DICKINSON DATED 6/10/2014, RECORDED IN MAP VOL. 580, PG. 4 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2.WETLANDS SHOWN WERE INITIALLY DELINEATED BY GILMAN & BRIGGS ENVIRONMENTAL ON OCTOBER 9-10, 2018. MAPPING PROVIDED BY GILMAN & BRIGGS. WETLANDS A (WEST & NORTH SIDES), C, D. E-K AND F WERE RE-DELINEATED BY GILMAN & BRIGGS ON APRIL 29, 2020. THE APRIL 2020 DELINEATIONS WERE FIELD-SURVEYED BY LAMOUREUX & DICKINSON. 3.EXISTING GARDEN PLOT, DRILLED WELL & ELECTRICAL SERVICE OPERATED BY COMMON ROOTS UNDER A LEASE AGREEMENT WITH THE CITY OF SOUTH BURLINGTON. NE I G H B O R H O O D R E S I D E N T I A L NA T U R A L R E S O U R C E P R O T E C T I O N NA T U R A L R E S O U R C E P R O T E C T I O N NE I G H B O R H O O D R E S I D E N T I A L U P UP UP D D EXISTING COMMUNITY GARDENS EXISTING DRILLED WELL EXISTING ELECTRICAL PANEL EXISTING BURIED ELECTRIC & COMMUNICATION CABLES EXISTING HOME, TYP. N/F LIANG WAN TING N/F WILLIAM & JUDITH MCMEEKIN N/F KELLEY GARDNER TRUST N/F N/F DALE & MARIE BAUMAN N/F THE SOUTH POINT HOMEOWNERS ASSOC. INC.N/F THE SOUTH POINT HOMEOWNERS ASSOC. INC. N O W L A N D F A R M R D SP E A R S T R E E T UPSWEPT LANE VA L E D R FO U R S I S T E R S RO A D CLASS II WETLAND CLIMATE CHANGE STUDY AREA PIN N A C L E D R I V E NOWLAND FARM RD SH E E T C 6 - 0 1 SH E E T C 6 - 0 2 SH E E T C 6 - 0 3 PROPOSED PARKING LOT PROPOSED 10' WIDE SHARED USE PATH PROPOSED 10' WIDE MOWED GRASS PATH TO SPEA R S T R E E T P A R K S I D E D R EXISTING MOWED PATH 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. PLANNIN G ENVIRON MENTAL 0 Feet Graphic Scale 100 200 300 15°± VT G r i d M a g n e t i c Overall Site Plan C2-01 06/18/2024 1" = 100' 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT 1 06/14/24 AADZoning & Vegetation LOCATION PLAN NTS SP E A R S T R E E T NOWLAND FARM R D DO R S E T S T R E E T VT G R I D ALLEN RD PROJECT SITE PROJECT INFORMATION: 1.OWNER OF RECORD: CITY OF SOUTH BURLINGTON 575 DORSET ST. SOUTH BURLINGTON, VERMONT 05403 2.TAX PARCEL ID: 1640-01600 3.PHYSICAL ADDRESS NOWLAND FARM ROAD OF PROPERTY:SOUTH BURLINGTON, VT 4.ZONING DISTRICTS:SEQ - NEIGHBORHOOD RES SEQ - NATURAL RESOURCE PROTECTION 5.PARCEL SIZE: 60.7± ACRES; 2,644,092 SF 6.IMPERVIOUS SURFACES: 6.1.PARCEL # 1640-01600 (HUBBARD): EXISTING IMPERVIOUS (FOR REMOVAL) = 0.1 AC PROPOSED IMPERVIOUS = 0.49 AC 6.2.PARKSIDE DR ROW: PROPOSED IMPERVIOUS = 0.06 AC 6.3.WITHIN NOWLAND FARM RD: PROPOSED INCREASED IMPERVIOUS = 0.02 AC TOTAL PROJECT INCREASE IN IMPERVIOUS = 0.57 ACRES STORMWATER NOTE PER CORRESPONDENCE WITH THE VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION DATED APRIL 2023, THIS PROJECT IS BELOW THE THRESHOLD REQUIRING A STORMWATER OPERATION PERMIT THROUGH EXEMPTION 1.5.(F)(4) OF THE GENERAL PERMIT 3-9050. NE I G H B O R H O O D R E S I D E N T I A L NA T U R A L R E S O U R C E P R O T E C T I O N NA T U R A L R E S O U R C E P R O T E C T I O N NE I G H B O R H O O D R E S I D E N T I A L G G G W W W W W W W W W W 392 392 392 392 391 391 391 391 391 390 390 390 390 3 9 0 390 389 389 389 389 38 8 388 388 388 387 387 387 386 386 38 5 CLASS II WETLAND A 390 39 0 390 391 39 1 39 1 3 9 1 39 1 39 1 390 39 0 3 9 0 390 3 9 0 3 9 0 3 9 0 3 8 9 3 8 9 3 8 8 3 8 8 3 8 7 387 38 7 386 EXI S T I N G M O W E D G R A S S P A T H PINNACL E D R I V E PROPOSED PARKING LOT NEW CROSSWALK NEW 1 0 ' W I D E P A V E D S H A R E D U S E P A T H BIKE RACK NEW PAVEMENT MARKINGS NEW 10' WIDE MOWED GRASS PATH PROPOSED LANDSCAPE WALL SEE DETAIL NEW CURB RAMP AND DETECTABLE WARNING SURFACE, GRADED EARTH STYLE SEE DETAIL 6' BENCH TO S P E A R S T R E E T INFORMATION KIOSK POLE LIGHT, TYP SIGN: PEDESTRIAN CROSSING W/ RECTANGULAR RAPID FLASHING BEACON (RRFB) 392 392 392 392 392 392 391 3 9 1 391 391 NEW CURB RAMP, TYPE 2 SEE DETAIL HANDICAP SIGN "VAN ACCESSIBLE", TYP. HANDICAP SIGN, TYP. SIGN: PEDESTRIAN CROSSING W/ RECTANGULAR RAPID FLASHING BEACON (RRFB) EXISTING PAVEMENT TO BE REMOVED; REGRADE, TOPSOIL, SEED, AND MULCH TIE INTO EXISTING CURB TIE INTO EXISTING CURB EXISTING ASPHALT PATH PROPOSED CONCRETE CURB, TYP. 5' GRASS STRIP BETWEEN NEW PARKING LOT AND PATH CONCRETE PAD EXISTING MANHOLE TO BE REMOVED. CAP CORP STOP, REMOVE FRAME AND LID, REMOVE MANHOLE RISERS AND BACKFILL. DISCUSS WITH ENGINEER AND CHAMPLAIN WATER DISTRICT TC = 392.57 BC = 392.07 + 391.10 + 391.10 TC = 392.57 BC = 392.07 TC = 392.30 BC = 391.80 + 391.39 392 39 2 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. 0 Feet Graphic Scale 20 40 60 15 ° ± VT Grid Magnetic Parking Area Plan C2-02 06/18/2024 1" = 20' 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT 1 0 0 ' W E T L A N D B U F F E R UP UP UP UP UP UP D G W W 394 394 3 9 4 394 394 3 9 4 394 39 4 393 393 39 3 393 393 393 393 3 9 3 39 3 3 9 2 392 39 2 39 2 392 392 392 392 39 2 392 392 392 392 39 2 392 392 39 2 3 9 2 39 1 391 39 1 39 1 391 391 391 3 9 1 391 391 391 391 3 9 1 391 391 39 1 391 391 391 391 390 390 390 39 0 390 39 0 390 390 390 390 390 3 9 0 390 390 3 9 0 390 3 9 0 390 390 390 390 390 3 9 0 389 389 389 389 3 8 9 389 389 389 389 389 389 389 38 9 38 9 3 8 9 389 389 389 389 3 8 9 3 8 9 388 38 8 388 388 388 388 388 388 388 38 8 388 38 8 388 3 8 8 38 8 3 8 8 388 388 388 388 38 8 387 387 387 387 387 387 387 387 387 387 3 8 7 38 7 3 8 7 387 387 387 38 7 3 8 7 387 386 386 386 38638 6 386 386 386 386 38 6 38 6 386 386 3863 8 6 386 3 8 6 385 385 385 385 3 8 5 385 385 385385 3 8 5 3 8 5 38 5 385 385 385 38 5 384 384 384384 384 3 8 4 384 384 384 384 3 8 4 38 4 384 384 384 3 8 4 383383 383 383 383 38 3 383 383 383 383 3 8 3 38 3 38 3 383 383 382 382 382 382 382 382 382 382 382 3 8 2 382 382 382 381 381 381 381 381 381 381 381 381 38 1 381 381 381 380 380 38 0 380 380 380 380 380 380 380 3 8 0 380 380 379 379 37 9 379 379 379 379 379 379 379 37 9 379 3 7 9 378378378 378 378 378 37 8 378378 3 7 8 378 377377 377 377377 377 377 377377 377 376 376 376 376 376 376 376 376 3 7 6 376 375 375 375 375 375 375 375 375 375 37 4 374 374 374 374 374 374 374 374 373 373 373 373 373 373 373 373 372 372 372372 372372372372 371 371 371371 371371371371370370370 370 370 370 3 7 0 370 3 7 0 369 369 369 369 369 369 369 3 6 9 368 36 8 368 368 368368368368 36 7 3 6 7 367 367 367367367367 366 366 366 366 366 366 3 6 6 3 6 6 3 6 6 365 365 365 365 365 365 36 5 36 5 365 364 3 6 4 3 6 4 364 364 364 364364364 3 6 3 3 6 3 3 6 3 363 363363 363 363 363 3 6 2 362 362 362 362 362 362 362 361 3 6 1 36 1 3 6 1 361 361 361361 360 3 6 0 360 360 360 360360 359 3 5 9 35 9 359 359 359 359 35 8 358 358 358 357 357 357 357 357 357 356 356 356 356 356 356 356 390 390 390 391 39 1 39 1 3 9 1 39 1 39 1 39 0 390 390 3 9 0 390 3 9 0 3 9 0 3 9 0 3 8 9 3 8 9 3 8 8 3 8 8 3 8 7 387 38 7 386 EX I S T I N G HO M E , TY P . D 50' A N R C L A S S I I W E T L A N D B U F F E R SPEAR S T R E E T UP S W E P T L A N E PINNACL E D R I V E TO S P E A R S T R E E T PARK S I D E D R 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. 0 Feet Graphic Scale 60 120 180 15 ° ± VT Grid Magnetic Wetland Impact Plan C2-03 06/18/2024 1" = 60' 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT STATE WETLAND IMPACT KEY PROPOSED CLASS II WETLAND BUFFER IMPACT = 4,441 SF PROPOSED CLASS II WETLAND IMPACT = 283 SF PROPOSED CLASS III WETLAND IMPACT = 1,784 SF PROJECT LOCATION CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS III WETLAND CLASS III WETLAND CLASS III WETLAND CLASS III WETLAND CLASS III WETLAND CLASS III WETLAND EXISTING CLASS II WETLAND BUFFER IMPACT PERMITTED UNDER INDIVIDUAL WETLAND PERMIT #2014-085 = 3,195 SF UP UP UP UP UP UP D G W W 394 394 3 9 4 394 394 3 9 4 394 39 4 393 393 39 3 393 393 393 393 3 9 3 39 3 3 9 2 392 39 2 39 2 392 392 392 392 39 2 392 392 392 392 39 2 392 392 39 2 3 9 2 39 1 391 39 1 39 1 391 391 391 3 9 1 391 391 391 391 3 9 1 391 391 39 1 391 391 391 391 390 390 390 39 0 390 39 0 390 390 390 390 390 3 9 0 390 390 3 9 0 390 3 9 0 390 390 390 390 390 3 9 0 389 389 389 389 3 8 9 389 389 389 389 389 389 389 38 9 38 9 389 389 389 389 389 3 8 9 3 8 9 388 38 8 388 388 388 388 388 388 388 38 8 388 38 8 388 3 8 8 38 8 3 8 8 388 388 388 388 38 8 387 387 387 387 387 387 387 387 387 387 3 8 7 38 7 3 8 7 387 387 387 38 7 3 8 7 387 386 386 386 38638 6 386 386 386 386 38 6 38 6 386 386 3863 8 6 386 3 8 6 385 385 385 385 3 8 5 385 385 385385 3 8 5 3 8 5 38 5 385 385 385 38 5 384 384 384384 384 3 8 4 384 384 384 384 3 8 4 38 4 384 384 384 3 8 4 383383 383 383 383 38 3 383 383 383 383 3 8 3 38 3 38 3 383 383 382 382 382 382 382 382 382 382 382 3 8 2 382 382 382 381 381 381 381 381 381 381 381 381 38 1 381 381 381 380 380 38 0 380 380 380 380 380 380 380 3 8 0 380 380 379 379 37 9 379 379 379 379 379 379 379 37 9 379 3 7 9 378378378 378 378 378 37 8 378378 3 7 8 378 377377 377 377377 377 377 377377 377 376 376 376 376 376 376 376 376 3 7 6 376 375 375 375 375 375 375 375 375 375 37 4 374 374 374 374 374 374 374 374 373 373 373 373 373 373 373 373 372 372 372372 372372372372 371 371 371371 371371371371370370370 370 370 370 3 7 0 370 3 7 0 369 369 369 369 369 369 369 3 6 9 368 36 8 368 368 368368368368 36 7 3 6 7 367 367 367367367367 366 366 366 366 366 366 3 6 6 3 6 6 36 6 365 365 365 365 365 365 36 5 36 5 365 364 3 6 4 3 6 4 364 364 364 364364364 3 6 3 3 6 3 3 6 3 363 363363 363 363 363 3 6 2 362 362 362 362 362 362 362 361 3 6 1 36 1 36 1 361 361 361361 360 3 6 0 360 360 360 360360 359 3 5 9 35 9 359 359 359 359 35 8 358 358 358 357 357 357 357 357 357 356 356 356 356 356 356 356 100 ' W E T L A N D B U F F E R 100' W E T L A N D B U F F E R 100' C I T Y W E T L A N D B U F F E R 390 39 0 390 391 39 1 39 1 3 9 1 39 1 39 1 39 0 390 39 0 3 9 0 390 3 9 0 3 9 0 3 9 0 3 8 9 3 8 9 3 8 8 3 8 8 3 8 7 387 38 7 386 EX I S T I N G HO M E , TY P . D 50' A N R C L A S S I I W E T L A N D B U F F E R 50' CITY CLASS III BUFFER SPEAR S T R E E T UP S W E P T L A N E PINNACL E D R I V E TO S P E A R S T R E E T PARK S I D E D R 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. PLANNIN G ENVIRON MENTAL 0 Feet Graphic Scale 60 120 180 15 ° ± VT Grid Magnetic C2-04 6/14/2024 1" = 60' 22-512 JLA AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT SOUTH BURLINGTON WETLAND IMPACT KEY PROPOSED CLASS II WETLAND BUFFER IMPACT = 7016 SF (100-ft CLASS II BUFFER PER LDR) PROPOSED CLASS III WETLAND BUFFER IMPACT = 11,018 SF (50-FT CLASS III BUFFER PER LDR) PROPOSED CLASS III WETLAND IMPACT = 1,784 SF PROJECT LOCATION CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS II WETLAND CLASS III WETLAND L CLASS III WETLAND C CLASS III WETLAND M CLASS III WETLAND CLASS III WETLAND CLASS III WETLAND EXISTING CLASS II WETLAND BUFFER IMPACT PERMITTED UNDER INDIVIDUAL WETLAND PERMIT #2014-085 = 3,195 SF PROPOSED CLASS II WETLAND IMPACT = 283 SF South Burlington Wetland Impact Plan UP UP UP UP UP UP D G W W 394 394 3 9 4 394 394 3 9 4 394 39 4 393 393 39 3 393 393 393 393 3 9 3 39 3 3 9 2 392 39 2 39 2 392 392 392 392 39 2 392 392 392 392 39 2 392 392 39 2 3 9 2 39 1 391 39 1 39 1 391 391 391 3 9 1 391 391 391 391 3 9 1 391 391 39 1 391 391 391 391 390 390 390 39 0 390 39 0 390 390 390 390 390 3 9 0 390 390 3 9 0 390 3 9 0 390 390 390 390 390 3 9 0 389 389 389 389 3 8 9 389 389 389 389 389 389 389 38 9 38 9 3 8 9 389 389 389 389 3 8 9 3 8 9 388 38 8 388 388 388 388 388 388 388 38 8 388 38 8 388 3 8 8 38 8 3 8 8 388 388 388 388 38 8 387 387 387 387 387 387 387 387 387 387 3 8 7 38 7 3 8 7 387 387 387 38 7 3 8 7 387 386 386 386 38638 6 386 386 386 386 38 6 38 6 386 386 3863 8 6 386 3 8 6 385 385 385 385 3 8 5 385 385 385385 3 8 5 3 8 5 38 5 385 385 385 38 5 384 384 384384 384 3 8 4 384 384 384 384 3 8 4 38 4 384 384 384 3 8 4 383383 383 383 383 38 3 383 383 383 383 3 8 3 38 3 38 3 383 383 382 382 382 382 382 382 382 382 382 3 8 2 382 382 382 381 381 381 381 381 381 381 381 381 38 1 381 381 381 380 380 38 0 380 380 380 380 380 380 380 3 8 0 380 380 379 379 37 9 379 379 379 379 379 379 379 37 9 379 3 7 9 378378378 378 378 378 37 8 378378 3 7 8 378 377377 377 377377 377 377 377377 377 376 376 376 376 376 376 376 376 3 7 6 376 375 375 375 375 375 375 375 375 375 37 4 374 374 374 374 374 374 374 374 373 373 373 373 373 373 373 373 372 372 372372 372372372372 371 371 371371 371371371371370370370 370 370 370 3 7 0 370 3 7 0 369 369 369 369 369 369 369 3 6 9 368 36 8 368 368 368368368368 36 7 3 6 7 367 367 367367367367 366 366 366 366 366 366 3 6 6 3 6 6 3 6 6 365 365 365 365 365 365 36 5 36 5 365 364 3 6 4 3 6 4 364 364 364 364364364 3 6 3 3 6 3 3 6 3 363 363363 363 363 363 3 6 2 362 362 362 362 362 362 362 361 3 6 1 36 1 3 6 1 361 361 361361 360 3 6 0 360 360 360 360360 359 3 5 9 35 9 359 359 359 359 35 8 358 358 358 357 357 357 357 357 357 356 356 356 356 356 356 356 390 390 390 391 39 1 39 1 3 9 1 39 1 39 1 39 0 390 390 3 9 0 390 3 9 0 3 9 0 3 9 0 3 8 9 3 8 9 3 8 8 3 8 8 3 8 7 387 38 7 386 D 50' A N R C L A S S I I W E T L A N D B U F F E R SPEAR S T R E E T UP S W E P T L A N E PINNACL E D R I V E TO S P E A R S T R E E T PARK S I D E D R STORMWATER DISCONNECTION AREA STORMWATER DISCONNECTION AREA 2' WIDE PEASTONE DIAPHRAGM FILTER STRIP 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. 0 Feet Graphic Scale 60 120 180 15 ° ± VT Grid Magnetic Stormwater Overview Plan C4-01 06/18/2024 1" = 60' 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT STORMWATER LEGEND NEW IMPERVIOUS IN NOWLAND FARM RD RIGHT-OF-WAY = 926 SF NEW IMPERVIOUS ON HUBBARD PARCEL = 21,523 SF = 0.494 AC NEW IMPERVIOUS IN UPSWEPT ROW = 2,583 SF DESIGNATED STORMWATER DISCONNECTION AREAS TOTAL IMPERVIOUS = 25,032 SF OR 0.57 ACRES UP UP UP UP UP UP D G W W 394 394 3 9 4 394 394 3 9 4 394 39 4 393 393 39 3 393 393 393 393 3 9 3 39 3 3 9 2 392 39 2 39 2 392 392 392 392 39 2 392 392 392 392 39 2 392 392 39 2 3 9 2 39 1 391 39 1 39 1 391 391 391 3 9 1 391 391 391 391 3 9 1 391 391 39 1 391 391 391 391 390 390 390 39 0 390 39 0 390 390 390 390 390 3 9 0 390 390 3 9 0 390 3 9 0 390 390 390 390 390 3 9 0 389 389 389 389 3 8 9 389 389 389 389 389 389 389 38 9 38 9 3 8 9 389 389 389 389 3 8 9 3 8 9 388 38 8 388 388 388 388 388 388 388 38 8 388 38 8 388 3 8 8 38 8 3 8 8 388 388 388 388 38 8 387 387 387 387 387 387 387 387 387 387 3 8 7 38 7 3 8 7 387 387 387 38 7 3 8 7 387 386 386 386 38638 6 386 386 386 386 38 6 38 6 386 386 3863 8 6 386 3 8 6 385 385 385 385 3 8 5 385 385 385385 3 8 5 3 8 5 38 5 385 385 385 38 5 384 384 384384 384 3 8 4 384 384 384 384 3 8 4 38 4 384 384 384 3 8 4 383383 383 383 383 38 3 383 383 383 383 3 8 3 38 3 38 3 383 383 382 382 382 382 382 382 382 382 382 3 8 2 382 382 382 381 381 381 381 381 381 381 381 381 38 1 381 381 381 380 380 38 0 380 380 380 380 380 380 380 3 8 0 380 380 379 379 37 9 379 379 379 379 379 379 379 37 9 379 3 7 9 378378378 378 378 378 37 8 378378 3 7 8 378 377377 377 377377 377 377 377377 377 376 376 376 376 376 376 376 376 3 7 6 376 375 375 375 375 375 375 375 375 375 37 4 374 374 374 374 374 374 374 374 373 373 373 373 373 373 373 373 372 372 372372 372372372372 371 371 371371 371371371371370370370 370 370 370 3 7 0 370 3 7 0 369 369 369 369 369 369 369 3 6 9 368 36 8 368 368 368368368368 36 7 3 6 7 367 367 367367367367 366 366 366 366 366 366 3 6 6 3 6 6 3 6 6 365 365 365 365 365 365 36 5 36 5 365 364 3 6 4 3 6 4 364 364 364 364364364 3 6 3 3 6 3 3 6 3 363 363363 363 363 363 3 6 2 362 362 362 362 362 362 362 361 3 6 1 36 1 3 6 1 361 361 361361 360 3 6 0 360 360 360 360360 359 3 5 9 35 9 359 359 359 359 35 8 358 358 358 357 357 357 357 357 357 356 356 356 356 356 356 356 390 390 390 391 39 1 39 1 3 9 1 39 1 39 1 39 0 390 390 3 9 0 390 3 9 0 3 9 0 3 9 0 3 8 9 3 8 9 3 8 8 3 8 8 3 8 7 387 38 7 386 EX I S T I N G HO M E , TY P . EXISTING PARKING AREA (TO BE REMOVED) N/FLIANG W A N T I N G N/FWILLIA M & J U D I T H M C M E E K I N N/FKELLEY G A R D N E R T R U S T MURALI D H A R M U L P U R I N/FRYAN & K I M B E R L Y P I N K H A M N/FDALE & M A R I E B A U M A N N/F THE SOU T H P O I N T H O M E O W N E R S A S S O C . I N C . N/F THE SOU T H P O I N T H O M E O W N E R S A S S O C . I N C . D 50' A N R C L A S S I I W E T L A N D B U F F E R SPEAR S T R E E T UP S W E P T L A N E PINNACL E D R I V E SCE SOIL STOCKPILE AREA TO S P E A R S T R E E T PARK S I D E D R STABILIZED CONSTRUCTION ENTRANCE TREE PROTECTION (TYPICAL) TREE PROTECTION (TYPICAL) EXISTING TREES TO REMAIN VEGETATION TO BE REMOVED TREE PROTECTION (TYPICAL)INLET PROTECTION EXISTING TREE TO BE REMOVED (15"DBH) 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. 0 Feet Graphic Scale 60 120 180 1 5 ° ± VT Grid Magnetic Erosion Prevention & Sediment Control Plan C5-01 06/18/2024 1" = 60' 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT PROJECT AREA SOIL STOCK PILE SILT FENCE STABILIZED CONSTRUCTION ENTRANCE INLET PROTECTION SCE EPSC LEGEND AREA OF DISTURBANCE = 2.25 ACRES X VEGETATION REMOVAL X TREE PROTECTION TREE REMOVAL G G G W W W W W W W W 392 392 392 392 39 1 391 391 391 391 390 CLASS III WETLAND C CLASS III WETLAND M CLASS II WETLAND A 390 390 391 39 1 39 1 3 9 1 39 1 39 1 3 9 0 3 9 0 3 9 0 EXI S T I N G M O W E D G R A S S P A T H PINNACL E D R I V E 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 392 392 392 392 392 392 392 392 392 392 391 3 9 1 391 391 TC = 392.57 BC = 392.07 + 391.10 + 391.10 TC = 392.57 BC = 392.07 TC = 392.30 BC = 391.80 + 391.39 392 39 2 Horizontal Scale: 1" =10' Vertical Scale: 1" =1' P: 3 9 0 . 3 8 E: 3 9 0 . 3 8 P: 3 9 0 . 8 2 E: 3 9 0 . 7 0 P: 3 9 1 . 5 7 E: 3 9 0 . 8 4 P: 3 9 1 . 9 1 E: 3 9 0 . 9 4 P: 3 9 2 . 1 7 E: 3 9 1 . 3 8 P: 3 9 2 . 4 1 E: 3 9 1 . 6 8 P: 3 9 2 . 6 5 E: 3 9 1 . 9 1 P: 3 9 2 . 9 0 E: 3 9 2 . 0 0 P: 3 9 3 . 0 0 E: 3 9 2 . 0 0 P: 3 9 2 . 9 9 E: 3 9 2 . 0 0 P: 3 9 2 . 7 2 E: 3 9 1 . 5 6 P: 3 9 2 . 2 9 E: 3 9 1 . 2 2 PATH PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 384 386 388 390 392 394 396 398 400 0.54% 2.48% 4.20% 0.22%0.00%0.23%0.00% 0.85% 25.00VC PV I S T A . 0 + 1 9 . 2 4 PV I E L E V . 3 9 0 . 5 5 25.00VC PV I S T A . 0 + 4 5 . 6 5 PV I E L E V . 3 9 0 . 6 9 25.00VC PV I S T A . 0 + 7 3 . 2 7 PV I E L E V . 3 9 1 . 3 8 25.00VC PV I S T A . 1 + 0 0 . 0 0 PV I E L E V . 3 9 2 . 5 0 25.00VC PV I S T A . 1 + 4 6 . 4 5 PV I E L E V . 3 9 2 . 6 0 25.00VC PV I S T A . 2 + 0 0 . 0 0 PV I E L E V . 3 9 2 . 6 0 50.00VC PV I S T A . 3 + 7 0 . 6 9 PV I E L E V . 3 9 3 . 0 0 50.00VC PV I S T A . 4 + 6 6 . 5 3 PV I E L E V . 3 9 3 . 0 0 EXISTING GRADE FINISHED GRADE 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. 0 Feet Graphic Scale 20 40 60 15 ° ± VT Grid Magnetic Plan & Profile Plan C6-01 06/18/2024 1" = 100' 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT 1 0 0 ' W E T L A N D B U F F E R 394 394 393 393 39 2 392 392 39 2 39 1 391 CLASS III WETLAND C CLASS III WETLAND F CLASS III WETLAND M CLASS III WETLAND L 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+5 0 10 + 0 0 10+50 11+00 11+50 BIKE RACK 6' BENCHES CONCRETE PADS NEW 10' WIDE SHARED USE PATH NEW 10' WIDE MOWED GRASS PATH E X I S T I N G M O W E D G R A S S P A T H 394 394 39 4 39 4 393 393393 393 393 393 393 393 392 392 392 392 392 392 STORMWATER DISCONNECTION AREA 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 E: 3 9 1 . 2 2 P: 3 9 2 . 1 7 E: 3 9 1 . 0 0 P: 3 9 2 . 6 5 E: 3 9 1 . 5 0 P: 3 9 2 . 9 5 E: 3 9 2 . 0 0 P: 3 9 3 . 0 2 E: 3 9 2 . 0 0 P: 3 9 3 . 1 1 E: 3 9 2 . 0 4 P: 3 9 3 . 4 5 E: 3 9 2 . 3 2 P: 3 9 3 . 9 2 E: 3 9 2 . 6 3 P: 3 9 4 . 4 0 E: 3 9 3 . 2 0 P: 3 9 4 . 8 3 E: 3 9 3 . 8 6 P: 3 9 4 . 9 0 E: 3 9 4 . 0 0 P: 3 9 4 . 8 9 E: 3 9 4 . 0 0 0.99% 0.15% 0.95% 50.00VC PV I S T A . 5 + 8 4 . 0 7 PV I E L E V . 3 9 2 . 0 0 50.00VC PV I S T A . 6 + 7 6 . 3 0 PV I E L E V . 3 9 2 . 9 1 50.00VC PV I S T A . 8 + 1 5 . 5 4 PV I E L E V . 3 9 3 . 1 2 50.00VC PV I S T A . 1 0 + 0 3 . 6 1 PV I E L E V . 3 9 4 . 9 1 Horizontal Scale: 1" =10' Vertical Scale: 1" =1' 384 386 388 390 392 394 396 398 400 PATH PROFILE EXISTING GRADE FINISHED GRADE 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. 0 Feet Graphic Scale 20 40 60 15 ° ± VT Grid Magnetic Plan & Profile Plan C6-02 06/18/2024 1" = 60' 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT D D D D G G G G G W W W W W 394 3 9 4 394 393 3 9 3 3 9 2 392 39 2 3 9 1 391 391 390 390 390 3 9 0 389 389 38 9 388 38 8 388 3 8 8 38 7 387 38 6 EXISTING HOME, TYP. D D D D D D D REMOVE EX. CONCRETE SIDEWALK. CONTRUCT NEW C U R B R A M P WITH DETECTABLE WARNING SURFACE CLASS II WETLAND CONC R E T E S I D E W A L K CO N C R E T E S I D E W A L K EXISTING SIGHT DISTANCE EASEMENT NEW CROSSWALK 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 REMOVE EXISTING CONCRETE SIDEWALK. CONSTRUCT NEW CURB RAMP AND DETECTABLE WARNING SURFACE, GRADED EARTH STYLE SEE DETAIL NEW 10' WID E S H A R E D U S E P A T H REMOVE EXISTING BOARDWALK 80' ROW BIKE RACK NEW 10' WIDE MOWED GRASS PATH PARK S I D E D R EXISTING UTILITY EASEMENT 394 393 393 392 392 391 391 39 1 391 390 3 9 0 389 389 388 388 388 SIGN: PEDESTRIAN CROSSING (W11-2) 15" HDPE 6' BENCH STORMWATER DISCONNECTION AREA X 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 384 386 388 390 392 394 396 398 400 P: 3 9 4 . 8 9 E: 3 9 4 . 0 0 P: 3 9 4 . 8 7 E: 3 9 4 . 0 0 P: 3 9 4 . 8 6 E: 3 9 4 . 0 0 P: 3 9 4 . 7 6 E: 3 9 4 . 0 0 P: 3 9 3 . 6 1 E: 3 9 2 . 3 4 P: 3 9 2 . 3 1 E: 3 9 1 . 2 3 P: 3 9 1 . 6 6 E: 3 9 0 . 5 9 P: 3 9 1 . 0 5 E: 3 9 0 . 0 0 P: 3 8 9 . 7 6 E: 3 8 9 . 0 0 P: 3 8 8 . 1 3 E: 3 8 8 . 0 0 E: 3 8 6 . 5 8 0.03% 2.93% 1.18% 3.26% 50.00VC PV I S T A . 1 2 + 5 7 . 8 7 PV I E L E V . 3 9 4 . 8 4 50.00VC PV I S T A . 1 3 + 4 4 . 4 4 PV I E L E V . 3 9 2 . 3 1 50.00VC PV I S T A . 1 4 + 6 5 . 7 0 PV I E L E V . 3 9 0 . 8 8 50.00VC PV I S T A . 1 5 + 5 1 . 1 0 PV I E L E V . 3 8 8 . 1 0 Horizontal Scale: 1" =10' Vertical Scale: 1" =1' PATH PROFILE EXISTING GRADE FINISHED GRADE 15" HDPE 382 380 ASSUMED LOCATION AND DEPTH OF EXISTING 12" DI WATER MAIN 378 ASSUMED LOCATION AND DEPTH OF EXISTING 12" HDPE STORM PIPE 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. 0 Feet Graphic Scale 20 40 60 15 ° ± VT Grid Magnetic Plan & Profile Plan C6-03 06/18/2024 SHOWN 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT UP S W E P T L A N E 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. Site Details C8-01 06/18/2024 Shown 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT BITUMINOUS CONCRETE PAVEMENT TO BE SUPERPAVE TYPE IVS (PAY ITEM 406.35) THICKNESS TOLERANCES: PAVEMENT - ±1/4" TOTAL DEPTH SUBBASE - ±1" TOTAL DEPTH 1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION 2018 AND ITS LATEST REVISIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2009 EDITION) AND THESE PLANS. 2.THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK PROPOSED EXCAVATION AREAS USING WHITE PAINT, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT WILL ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW THE BOUNDARIES OF THE PROPOSED EXCAVATION ACTIVITIES. PRE MARKING IS NOT REQUIRED IF THE ACTUAL EXCAVATION WILL BE CONTINUOUS AND WILL EXCEED 500 FEET IN LENGTH. 3.UTILITIES INFORMATION SHOWN ON THE PLANS WAS OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE LANDSCAPE ARCHITECT / ENGINEER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE, OR SWEEP THE ROADWAY AND / OR DRIVEWAYS. 6.ANY SURFACES, LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. 7.TO ENSURE COMPLIANCE WITH THE PLANS AND OTHER REQUIREMENTS, THE DESIGN ON THESE PLANS SHALL BE INSPECTED BY TRUDELL CONSULTING ENGINEERS, INC. (TCE), WILLISTON, VERMONT. TCE WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM THE FAILURE OF THE CONTRACTOR TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THAT THE PLANS CONVEY, AND FROM THE FAILURE TO HAVE BEEN RETAINED OR NOTIFIED TO INSPECT THE WORK AND TESTS IN PROGRESS. AT A MINIMUM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, CUTTING THE PAVEMENT, BEGINNING THE INSTALLATION OF ANY UTILITIES, PRIOR TO BRINGING IN ANY NEW GRAVEL FOR THE NEW BASE, TO VERIFY LEDGE BLASTING AND REMOVAL, PAVING AND SIGNALS TO VERIFY QUANTITIES, AND FINAL INSPECTION. GENERAL CONSTRUCTION NOTES C PROVIDE MINIMUM TOP AND SIDE CLEARANCE TO BRANCHES, WIRES, POLES, FENCES, SIGNS, OR OTHER OBSTRUCTIONS: 10 FT VERTICAL ABOVE PATH, 8 FT HORIZONTAL FROM PATH CENTERLINE L 15" CRUSHED GRAVEL SUBBASE (COARSE GRADED) 4" TOPSOIL AND GRASS COVER (TYP.)2'2' 2" BITUMINOUS CONCRETE S = 16% MAX. 1 4 S = 2% MAX. S = 16% MAX. SHARED-USE PATH TYPICAL SECTION NTS EARTH BORROW (TYP.) 5'5' CL 4 114 12 " 12" (CUT SECTION) EXISTING GROUND MATCH EXISTING GRADE (FILL SECTION) S = 2% MAX. (6) #8 REBAR VERTICAL, EVENLY SPACED #4 REBAR CIRCULAR - 10" O.C. 3" (4) 1/2" X 24" GALVANIZED BENT ANCHOR BOLT W/ 3" HOOK 1'-8"20" Ø ROUND CONCRETE FOOTING: HIGH PERFORMANCE CONCRETE, CLASS B (4000 PSI AT 28 DAYS) CONCRETE FOOTING PLAN 5" COMPACTED SUBGRADE 4'-6" 3'-1"9" 1'-2" (2) 4"X6" POSTS SANDWICHED AND BOLTED TOGETHER, NOTCHED TO RECEIVE BEAM AND PANEL. 8"6" 4"X8" BEAM, NOTCHED TO RECEIVE RAFTERS, ROUTED TO RECEIVE PANEL BELOW 2"X7" RAFTERS, NOTCHED TO FIT OVER BEAM STEEL POST ANCHOR (1/2" THICK VERTICAL PLATE, WELDED TO 1/2" THICK 12" x 12" STEEL BASE PLATE) INTERNAL TO POST, THROUGH-BOLTED. BOLT TO ANCHOR BOLTS WITH LEVELLING NUTS (2) 1/2" EXTERIOR PLYWOOD SHEETS SCREWED AND GLUED, SCREWED TO RAFTERS (12" O.C.) FACED WITH GALVANIZED SHEET METAL ON TOP AND UNDERSIDE (GLUED). TOP SHEET TO WRAP OVER SIDES, WRAP UP POST AND INSTALL ALUMINUM FLASHING ALUMINUM 'L' FASCIA SCREWED TO UNDERSIDE OF ROOF, ALL SIDES (1' O.C., SS SCREWS), SEAL TOP SEAM WITH CLEAR EXTERIOR GRADE SILICON CAULK. FASCIA ON LONG SIDES OF ROOF TO EXTEND 1/2" ABOVE TOP PANEL (WATER TO DRAIN OFF SHORT SIDES) GALVANIZED STEEL SUPPORT ROD, WITH CONNECTORS THROUGH-BOLTED THROUGH ROOF AND POST NOTES: 1.UNLESS OTHERWISE NOTED, ALL STEEL COMPONENTS TO BE HOT-DIP GALVANIZED. 2.ALL BOLTS, SUPPORT RODS, AND STRUCTURAL COMPONENTS SHALL BE SIZED TO ADDRESS WIND AND SNOW LOADS. 3.ALL LUMBER TO BE WHITE OAK (FULL-DIMENSIONAL). 4.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ELEVATION VIEW SECTION VIEW ROOF PLAN STONE DUST SURFACE - SEE B/L3.00 1" THICK EXTERIOR BLACK MDO PANELS (GRAPHIC PANELS TO BE INSTALLED BY OTHERS AT FUTURE DATE) TYP. 5/8" GALVANIZED BOLTS AND WASHERS, COUNTERSUNK, TYP. 5'-2" 1'-2" 3"3" 2" SECTION VIEW 1/2" = 1'-0" TRUDELL CONSULTING ENGINEERS INFORMATION KIOSK 3'- 1 1 " 9' - 1 1 " 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. Site Details C8-02 06/18/2024 SHOWN 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT MS-050.1.1LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS TYPICAL CROSSWALK MARKING SPACING NOT TO EXCEED TWICE STRIPING WIDTH WI D T H O F R O A D 6'-8' REFLECTIVE WHITE STRIPING PER MUTCD SPACE STRIPING TO AVOID WHEEL PATH 18" - 24" 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 050.2.1LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS BIKE RACK 36" 47 " 35 " #4 REBAR 24" O.C. BOTH WAYS 6" 18 " 6" PORTLAND CEMENT PAD CLASS "A" CONCRETE 2X 0.25" X 12.75" ANCHOR RODS 18" CRUSHED STONE WRAPPED IN 140N GEOTEXTILE FABRIC UNDISTURBED SOIL 6" P2 3/8" O.D. GALVANIZED STEEL SCHEDULE 40 PIPE WITH POWDERCOAT FINISH BLACK NOTE: SEE SITE PLAN FOR SIZE AND LOCATION. FINISHED GRADE SD 050.2.2TRUDELL CONSULTING ENGINEERS BIKE RACK LAYOUT 30" O.C. SE E S I T E P L A N 30 " 24" 30 " 24" SEE SITE PLAN CONCRETE PAD BIKE RACK LOOP - INVERTED U NOTES: 1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS. 2.1 LOOP = 2 BICYCLE PARKING SPACES. 3.SEE SITE PLAN FOR SIZE AND LOCATION. LAST REVISED 03/03/2021 SD 010.7.1LAST REVISED 03/09/2021TRUDELL CONSULTING ENGINEERS APBA PARKING GUIDELINE PLAN VIEW 72" 24" 48" (36" min) 96" RECOMMENDED TO OBSTRUCTION (36" PREFERRED WHEN ADJACENT TO AUTO PARKING) BIKE RACK SD 020.X.XLAST REVISED 12/26/2023TRUDELL CONSULTING ENGINEERS SIDEW A L K 1.5% M A X . C R O S S W A L K BUFFER ZONE 7. 5 % M A X . RAMP SIDEWALK AND CURB RAMP DETAIL GRADED EARTH - SIDE CONFIGURATION SD 020.X.XLAST REVISED 12/26/2023TRUDELL CONSULTING ENGINEERS SIDEWALK AND CURB RAMP CONFIGURATION: TYPE 2 4'-0" M I N . SIDEW A L K 1.5% M A X . C R O S S W A L K NOTE: 1.BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4'-0" x 4'-0" MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE THE PARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLAP TURNING SPACES, DETECTABLE WARNING SURFACES, AND DROP CURBS. 7.5 % M A X . RAMP DETECTABLE WARNING (SEE DETAIL) CLEAR SPACE (SEE NOTE) 44 1 4 " 18 12 " NTS TRUDELL CONSULTING ENGINEERS TYPICAL LUMINAIRE GRASS AREAS PAVED AREAS A:MOUNT HEIGHT VARIES. B:BASE DEPTH 6 FT. MIN. FOR UP TO 20 FT. MOUNT HEIGHT. 8 FT. MIN. FOR UP TO 30 FT. C:PRECAST FOOTING DIAMETER DETERMINED BY BASE PLATE D:SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION. NOTE: BOLT PATTERN, CONDUIT SIZE AND GROUNDING TO BE DETERMINED BY LIGHTING/ELECTRIC CONTRACTOR B ℄ 24 " A MO U N T H E I G H T V A R I E S C B HADCO VX600 PAINT EXPOSED FOOTING YELLOW 4" CLASS B CONCRETE FOOTING 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L ICEN 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. PLANNIN G ENVIRON MENTAL Site Details C8-03 06/14/2024 SHOWN 22-512 SCR AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT 1 06/14/24 AADCulvert 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 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 PLANESA W C U T FINE-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. 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 MS-010.1.4 1" = 1' LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS "RESERVED PARKING" "VAN ACCESSIBLE" SIGN CONCRETE SETTING (OPTIONAL) FINISH GRADE "BREAK-AWAY" STYLE SIGN POST (STEEL) R7-8a 12"x6" (VAN SPACE ONLY) 6" 5' 3' - 0 " M I N . 18 " 12" R7-8 12"x18" BLUE GREEN GREEN 1" MS-010.1.4 1" = 1' LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS "RESERVED PARKING" SIGN CONCRETE SETTING (OPTIONAL) FINISH GRADE "BREAK-AWAY" STYLE SIGN POST (STEEL) 3' - 0 " M I N . 18 " 12" R7-8 12"x18" BLUE GREEN GREEN L-029 1" = xx' LAST REVISED 02/26/2020TRUDELL CONSULTING ENGINEERS TREE PROTECTION FOR TREES TO REMAIN WITHIN LIMIT OF LANDSCAPE WORK AREA: CONTRACTOR SHALL CONTACT ARBORIST PRIOR TO DEMOLITION TO PERFORM RECOMMENDED TREATMENTS(FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TO REMAIN BEFORE BEGINNING DEMOLITION. PLAN VIEW EXISTING TREE EXISTINGTREE 6' MIN. SECTION VIEW PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT. EXISTING TREE (S) LI M I T O F D R I P L I N E (V A R I E S ) WOODEN OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH. ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP SAW. LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF FENCING (MULTIPLE TREES) EXISTING GRADE LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) LIMIT OF FENCE (INDIVIDUAL TREE) LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES) WOODEN OR METAL POSTS (MAX. 8' SPACING) 2x4 DIM. LUMBER ATTACHED W/METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.). CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK W/BURLAP PRIOR TO ARMORING, OR APPROVED ALTERNATIVE METHOD NO STORAGE OF EQUIPMENT OF MATERIALS WITHIN DRIPLINE 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 "16" 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. "12" min. cover 392 392 392 392 391 391 391 391 391 390 390 389 390 390 391 39 1 39 1 3 9 1 39 1 391 3 9 0 3 9 0 3 9 0 3 8 8 PINNACL E D R I V E SEED MIX 1: URBAN CONSERVATION MIX (TOTAL 35,784 SQ FT) EXISTING EVERGREEN TREE TO BE RETAINED AND PROTECTED (TYPICAL) (20) VT SEED MIX 2: VERMONT CONSERVATION MIX (TOTAL 28,702 SQ FT) EXISTING DECIDUOUS STREET TREE TO REMAIN EXISTING EVERGREEN TREES TO REMAIN STONE LANDSCAPE WALL (TYPICAL) STONE LANDSCAPE WALL (TYPICAL) 394 394 393 393 39 2 392 392 39 1 (3) QB Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. Landscape Plan LA 1-01 06/14/2024 SHOWN 22-512 JLA AAD LET Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT MA T C H L I N E S E E L A 1 - 0 2 MA T C H L I N E S E E L A 1 - 0 1 B MA T C H L I N E S E E L A 1 - 0 1 A A B KEY SEED MIX 1: URBAN CONSERVATION MIX SEED MIX 2: VERMONT CONSERVATION MIX TREE PROTECTION FENCE PARK S I D E D R EXISTING EVERGREEN TREE TO BE PROTECTED (TYPICAL) SEED MIX 1: URBAN CONSERVATION MIX (TOTAL 35,784 SQ FT) SEED MIX 2: VERMONT CONSERVATION MIX (TOTAL 28,702 SQ FT) PARK S I D E D R EXISTING VEGETATION TO BE TRIMMED SEE C-501 TREE PROTECTION (TYPICAL) EXISTING RESIDENTIAL LANDSCAPING TO BE PROTECTED AND REMAIN (4) PG KEY Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15 ° ± VT Grid Magnetic Landscape Plan LA 1-02 06/14/2024 SHOWN 22-512 JLA AAD LET Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT MA T C H L I N E S E E L A 2 - 0 1 PLANTING NOTES 1.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. 7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 10.ALL PLANT BEDS SHALL RECEIVE FOUR INCHES (3") OF BARK MULCH. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING. 14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 15.ESTABLISHMENT PERIOD AND GUARANTEE SHALL BE 1 YEAR FROM ACCEPTANCE OF FINAL PLAN. 16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE. PLANT SCHEDULE SEED MIX 1: URBAN CONSERVATION MIX SEED MIX 2: VERMONT CONSERVATION MIX TREE PROTECTION FENCE Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: 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 06/14/2024 Shown 22-512 JLA AAD Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT 040.1.1 LAWN SEEDING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS NOTE: ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE 6" SEED AS SPECIFIED PLANTING SOIL MIX, (ROLLED THICKNESS) FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' L-010.1.7 DECIDUOUS TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 07/10/2023 EQEQ EQ 2"X2"X10' FIR STAKES; 2-3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. INSTALL STAKES ONLY AS REQUIRED BY SITE CONDITIONS. GUY WIRE 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 L-029 1" = xx' LAST REVISED 02/26/2020TRUDELL CONSULTING ENGINEERS TREE PROTECTION FOR TREES TO REMAIN WITHIN LIMIT OF LANDSCAPE WORK AREA: CONTRACTOR SHALL CONTACT ARBORIST PRIOR TO DEMOLITION TO PERFORM RECOMMENDED TREATMENTS (FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TO REMAIN BEFORE BEGINNING DEMOLITION. PLAN VIEW EXISTINGTREE 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) LI M I T O F D R I P L I N E (V A R I E S ) WOODEN OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH. ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP SAW. LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF FENCING (MULTIPLE TREES) EXISTING GRADE LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) LIMIT OF FENCE (INDIVIDUAL TREE) LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES) WOODEN OR METAL POSTS (MAX. 8' SPACING) 2x4 DIM. LUMBER ATTACHED W/METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.). CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK W/BURLAP PRIOR TO ARMORING, OR APPROVED ALTERNATIVE METHOD NO STORAGE OF EQUIPMENT OF MATERIALS WITHIN DRIPLINE LA2-01 LET L-010.1.5 EVERGREEN TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020 12" LENGTH SET BY HEIGHT OF ROOTBALL 3 1 2" SHREDDED BARK MULCH, AS SPECIFIED (HOLD MULCH OFF ROOT FLARE) 2"X2"X10' FIR STAKES , STAINED BLACK; 3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT STEEL WIRE OF NO. TEN(10) GAUGE SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED RUBBER GARDEN HOSE TREE SHALL BE PLANTED WITH TOP OF ROOTBALL BEARING THE SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE. TREE SHALL BE PLUMB AFTER SETTLEMENT 4' PLANTING SOIL MIX ROLL BURLAP BACK FROM TOP 1/3 OF ROOTBALL BEFORE BACKFILLING. UNTIE ROPE FROM TRUNK FREE DRAINING SCARIFIED SUBGRADE 1/2" = 1' L-028 SHRUB PLANTING LAST REVISED 02/29/2020TRUDELL CONSULTING ENGINEERS 12 " M I N . PLACE SHRUBS PERPENDICULAR TO GRADE CURB 2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB, HOLD TOP OF SETTLED MULCH 1" BELOW CURB PLANTING SOIL MIX THROUGHOUT ENTIRE PLANTING AREA FINISH GRADE PLACE ROOTBALL ON COMPACTED SUBGRADE FREE DRAINING SCARIFIED UNDISTURBED SUBGRADE 1" = 1' 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 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 CIVIL ABI G A I L A . D E R Y ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER L 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 Lighting Plan LI-01 Hubbard Recreation & Natural Area Nowland Farm Road South Burlington, VT 06/18/2024 1" = 10' 22-512 AAD AAD 0 Feet Graphic Scale 10 20 30 OVERALL PARKING AREA SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION HEIGHT A 15 FT NOTES: 1.AREA LIGHT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. 2.DISCREPANCIES BETWEEN THIS SHEET AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. 3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC CONTRACTOR PRIOR TO ORDERING. 4 LEGEND 0.25 FOOTCANDLES (fc) 0.5 FOOTCANDLES (fc) 1.0 FOOTCANDLES (fc) 5.0 FOOTCANDLES (fc) 1.1 fc 1.1 fc AVG. ILLUMINATION (HORIZONTAL) ARCHITECTURAL POST-TOP MANUFACTURER N/A 5.5:1 2.5 fc 2.5 fc MAX. POINT ILLUMINATION UNIFORMITY RATIO (AVG:MIN) 0.0 fc 0.2 fc MIN. POINT ILLUMINATION HADCO VX60032-G3-C-3W-730-3 LAMP 38 WATT LED A A A A STATISTICS LI 010.1.3LAST REVISED 12/31/2020TRUDELL CONSULTING ENGINEERS TYPICAL LUMINAIRE GRASS AREAS PAVED AREAS A:MOUNT HEIGHT VARIES. REFER SCHEDULE B:BASE DEPTH 6 FT. MIN. FOR UP TO 20 FT. MOUNT HEIGHT. 8 FT. MIN. FOR UP TO 30 FT. C:PRECAST FOOTING DIAMETER DETERMINED BY BASE PLATE NOTE: BOLT PATTERN, CONDUIT SIZE AND GROUNDING TO BE DETERMINED BY LIGHTING/ELECTRIC CONTRACTOR B ℄ 24 " A MO U N T H E I G H T V A R I E S A MO U N T H E I G H T V A R I E S C B HADCO ARCHITECTURAL POST TOP PAINT EXPOSED FOOTING YELLOW 4" CLASS B CONCRETE FOOTING Overlook Dr D eerfieldRd Brownell Way A dams Ct SpearSt NowlandFarmRd OVERLOOKPARK SpearSt WhatelyRd Deerfield Rd Pheasant Way S Pointe Dr U p sw e pt Ln Nowland Farm R d Pinnacle Dr Pinnacle Dr Vale Dr U p s wept Ln Nowland F a r m R d Four Sisters Rd NowlandFarm Rd Hubbard Recreation and Natural Area VCGI, Esri Community Maps Contributors, ChittendenCounty RPC, VCGI, © OpenStreetMap, Microsoft, Esri,TomTom, Garmin, SafeGraph, GeoTechnologies, Inc,METI/NASA, USGS, EPA, NPS, US Census Bureau,USDA, USFWS 973DUFHOV 9&*,&RORU,PDJHU\6HUYLFH 5HG%DQGB *UHHQ%DQGB %OXH%DQGB $0 0 440 880220 ft 0 130 26065 m 1:4,514 Web AppBuilder for ArcGISEsri Community Maps Contributors, Chittenden County RPC, VCGI, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS | VCGI | Vermont municipalities. | Esri Community Maps Contributors, Chittenden County SPEAR ST. RIDGE OVERLAY RIVER CORRIDOR HABITAT BLOCK OVERLAY DORSET PARK OVERLAY PROPERTY LINESPEAR ST. RIDGE OVERLAY DORSET PARK OVERLAYHABITAT BLOCK OVERLAYRIVER CORRIDOR LEGEND HUBBARD RECREATION AND NATURAL AREA OVERLAY MAP Data from: Esri, Chittenden County RPC, VT Data - South Burlington Overlay, VT Data- Parcel Viewer Overlook Dr D eerfieldRd Brownell Way A damsCt SpearSt NowlandFarm Rd OVERLOOKPARK SpearSt WhatelyRd Deerfield R d Pheasant Way S PointeDr U p s w ept Ln Nowlan d Farm Rd PinnacleDr Pinnacle Dr Vale Dr U p swept Ln Nowland F a r m Rd Four Sisters Rd NowlandFarm Rd Hubbard Recreation and Natural Area VCGI, Esri Community Maps Contributors, ChittendenCounty RPC, VCGI, © OpenStreetMap, Microsoft, Esri,TomTom, Garmin, SafeGraph, GeoTechnologies, Inc,METI/NASA, USGS, EPA, NPS, US Census Bureau,USDA, USFWS 973DUFHOV 9&*,&RORU,PDJHU\6HUYLFH 5HG%DQGB *UHHQ%DQGB %OXH%DQGB $0 0 440 880220 ft 0 130 26065 m 1:4,514 Web AppBuilder for ArcGISEsri Community Maps Contributors, Chittenden County RPC, VCGI, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS | VCGI | Vermont municipalities. | Esri Community Maps Contributors, Chittenden County 478 Blair Park Rd. Williston, Vermont 05495 P: 802.879.6331 | F: 802.879.0060 tcevt.com | bowman.comtcevt.com | bowman.com June 20, 2024 Marla Keene, P.E. Development Review Planner Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Site Plan Application for Nowland Road, South Burlington, VT Landscaping and Infrastructure Encroachment Narrative TCE Project #: 22-512 Dear Marla, TCE, A Bowman Company, is submitting additional materials in support of the Hubbard Recreational and Natural Area shared use path. The following narrative specifically provides additional information on landscaping, existing vegetation, and the restricted infrastructure encroachment. Landscaping The proposed row of 20 Viburnum trilobum ‘Redwing’ will screen views of the parking lot from Spear Street. This varietal will be 8-10 ft tall and 6-8 ft wide at maturity. 3 Quercus bicolor are proposed near the seating area in the central portion of the path. They will stand 50-60 ft tall and wide at maturity. The existing substantial vegetation is located on the eastern portion of the site, which the proposed project does not go through, nor will it be disturbed. There is a small area of vegetation proposed to be removed around the southern portion of the path and 1 tree (dbh 15”) in the right-of-way is proposed to be removed at the entrance on Upswept Lane. An additional 4 Pinus glauca are proposed along the southern portion of the path. A Landscape Plan, Landscape Details, and Plant List are included in this submission. Restricted Infrastructure Encroachment Portions of the proposed path must cross Class III wetlands and buffers, and a Class II wetland and buffer, which are considered either Hazards (Class II wetlands/buffers) or Level II Resources (Class III wetlands/buffers) per Article 12. Specific types of Restricted Infrastructure Encroachment (RIE) that may be allowed to encroach upon a wetland include public recreation paths intending to connect parcels and neighborhoods, and provide recreational opportunities within areas containing Level II Resources, both of which are accomplished by the proposed path. The path is designed to represent the least possible impact to the wetlands/buffers, and minimizes disturbance to the wetlands and buffers. The path avoids all Class II wetlands and buffers on the greater Nowland parcel, and where it must cross Class III wetlands, does so through their narrowest point. There is not an alternate route to cross with Nowland Farm parcel with a recreation path that results in a lower impact to the wetlands and buffers. The Class II Wetland buffer/crossing occurs within the City’s Upswept Ln ROW and does so at the wetland’s narrowest point. This crossing will be subject to a State of Vermont Wetland Permit. 478 Blair Park Rd. Williston, Vermont 05495 P: 802.879.6331 | F: 802.879.0060 tcevt.com | bowman.comtcevt.com | bowman.com Encroachment into a natural resource may only be allowed if there is a finding that the proposed RIE meets one of the criterion outlined in 12.02.C. The qualifying criteria met by the RIE is “4 – Is on the Official Map”. This recreation path connection is identified as a “planned rec path” on the South Burlington Official Map (2021). The wetlands were initially delineated by Gilman & Briggs originally in October 8-9, 2018 and again on April 29, 2020. The original wetland delineation memo prepared by Gilman & Briggs is attached. The path proposes to move through the buffers of Wetlands C & M, and through the narrowest point of Wetland L, which were identified as having the functions identified below: Wetland C: Is an old field wetland smaller than 0.5 acres. It is regularly mowed and its only function is a minimal surface and groundwater protection function that does not rise to a significant level. Wetland L: Is a Class II Emergent/Old field wetland that is under 0.25 acres in size, it has no discernable functions Wetland M: Is a Class II Emergent/Old field wetland that is under 0.25 acres in size, it has no discernable functions This encroachment does not have an undue adverse effect on the wetland and buffer and meets specific, applicable standards for RIE into Wetland Buffers per section 12.06. The applicant seeks to waive the requirement to place fencing or landscaping along the outside perimeter of wetland buffers, but instead would propose to use mowing as the demarcation in order to maintain the natural look the property. Regards, Abby Dery, P.E. Gilman & Briggs Environmental, Inc. 1 Conti Circle, Suite 5 Barre, Vermont 05641 Tel: (802) 479-7480; FAX: (802) 476-7018 gbenvironmental@earthlink.net MEMORANDUM FOR: Ashley Parker, Project Manager, City of South Burlington FROM: Patricia Greene-Swift, Natural Resource Scientist, Gilman & Briggs Environmental SUBJECT: Wetlands Delineated on the Underwood Parcel, Nowland Farm Road DATE: January 16, 2019 Site characteristics The present-day characteristics of the Underwood parcel are tied to its historical use as agricultural land, which included crops, pasturing of animals, haying, and gardens used for vegetable crops. Hay mowing continues to this day in the central and west side of the parcel, west of the Wetland A boundary, while on the east side of the parcel beyond the Wetland A boundary are patches of old field, shrubs, and mixed age classes of forest. Past agricultural use has resulted in a myriad of soil alterations over time, including trampled by farm animals (compressed soil and addition of phosphorus), plowed (mixing of soil), planted crops (introduced species i.e. reed canary grass), ditched (to reduced ponded areas that could flood crops), and tile drained (to reduce the prevalence of waterlogged soil). Soils types mapped on site include Vergennes clay - an upland soil, Covington silty clay - a wetland soil, and Stockbridge and Nellis soils, stony, which is an upland soil. Located within the Champlain Valley, this parcel has a mapped surficial geology of boulders in clay, described as silt, silty clay and/or clay containing ice rafted boulders, and lake bottom sediments (Vermont ANR Natural Resource Atlas 10-17-2018). The managed field area of the parcel wherein wetland A, a large stream-associated Class 2 wetland, and Wetland J, a presumed Class 2 wetland are located, has vegetation composed mainly of wetland plant species. Common plants associated with these wetlands are reed canary grass, cattails, sedges, red-top grass, common reed, red-osier dogwood, blue vervain, boneset, and wrinkle-leaf goldenrod. Smaller wetlands C, D, E, K, L and M, all Class 3 wetlands, located in the managed agricultural field, all had varying compositions of the same wetland plant species found in Wetlands A and J. Between wetland A and the forest to the east species that commonly invade fallow upland field were present, such as gray dogwood, buckthorn, juniper, blue grass, field bedstraw, and orchard grass. Two wetlands are located within the forested upland at the east side of the parcel. Tree species in the forest are a mix of deciduous and conifer species, including white pine, oak, red maple, gray birch, hemlock, poplar and hickory, with few white birch and patches of the invasive buckthorn. Wetland G and I are located within the forest, however, G is partially contained in a stand of hemlock trees at the southeast corner of the lot and includes an abandoned pond and intermittent stream channels, while Wetland I is in a sloping mixed hardwood stand, where it begins and ends on the landscape. Several areas within the forest have remnant barbed wire attached to trees, and there is a fence line and ditching on the eastern boundary of the parcel which indicates pasturing of animals once occurred in the now forested area. A complete plant inventory was not an objective for the project, however, three sets of Army Corps wetland and upland delineation plots were performed that include plants identified within each wetland and upland plot. Methodology Each wetland identified on the Underwood parcel was delineated using the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region, as required by the Vermont Wetlands Program and the US Army Corps of Engineers. Wetlands delineated are described below, including type of wetland, approximate size, landscape setting, presumed wetland function(s), and wetland classification as determined by the State of Vermont Wetlands Program District Ecologist, Tina Heath. Class III wetlands are wetlands other than vernal pools and seeps under ½ acre in size, and do not meet any of the ten presumptions of significance. Class III wetlands are non-jurisdictional for the State of Vermont. Class II wetlands are wetlands generally over ½ acre in size and have one or more of the ten significant functions protected under the Vermont Wetland Rules. Also, Class II wetlands have a statutory 50-foot buffer around the delineated wetland boundary, and both the wetland and its 50-foot buffer are jurisdictional under the State of Vermont Wetland Rules. Class II Wetlands include vernal pools and seeps under ½ acre that have one or more significant functions, and all wetlands on or adjacent to wetlands mapped on the Vermont State Wetland Inventory map. are Class II unless proven to be erroneously mapped. The Army Corps of Engineers (Corps) regulates wetlands in Vermont too, however, the Corps jurisdiction is different in that it does not have a classification system for wetlands and the Corps does not require a 50-foot wetland buffer. The Corps requires a permit for impacts to any wetland, or a combination of wetlands, where the total amount of impact is more than 5000 square feet. Please know, there are exceptions to this broad statement, with stream associated wetlands or vernal pools, which even though they may be less than 5000 square feet, will fall under the ACOE regulations and could require a permit as well as a life zone or corridor for wildlife movement. Wetlands Ten wetlands were located on the parcel and delineated, and are identifiable as Wetlands A, C, D, E, G, I, J, K, L, and M. Each wetland is described below and labeled on the map at the end of this report. Wetlands initially labeled as B, E, and F were found to be hydrologically connected to Wetland A during the second wetland delineation effort in December, when wetland plants and hydrology were more easily observed in the thick wetland vegetation, wherein a mix of upland and wetland species occurred. Wetland A: Is a Class II stream associated wetland complex, that contributes approximately 12 acres to what is probably the largest wetland complex in South Burlington, at approximately 120 acres. This large wetland complex continues both north and south beyond the Underwood Parcel’s boundary for a considerable distance. The Wetland A complex in its entirety includes old field wetland, emergent wetland, shrub swamp, a blueberry swamp, patches of ponded wetland, green ash wetland, vernal pool habitat, and hemlock seepage forested wetland. It also has two separate upland patches within the wetland boundary; one is under an acre in size (upland Au) and the other is approximately 1.5 acres (upland Ai). In its current state Wetland A is a stream associated emergent wetland with small patches of shrub swamp, and old field wetlands that are mowed at least twice annually. A portion of Wetland A is mapped on the “Wetlands Advisory Layer” of the ANR Atlas. It was determined to be a Class II wetland in October of 2018 by the Vermont Wetlands Program District Ecologist, Tina Heath, during a site visit with Patricia Greene-Swift. Wetland A: 157 flags Upland island Au: 35 flags Upland island Ai: 62 flags Wetland C: Is an old field wetland smaller than ½ acre in size, and therefore does not meet the presumption of a Class II wetland. It is regularly mowed, and its only function is a minimal surface and groundwater protection function that does not rise to a significant level. It was determined to be a Class III wetland in October of 2018 by the Vermont Wetlands Program District Ecologist, Tina Heath, during a site visit to the parcel with Patricia Greene-Swift. Wetland C: 24 flags Wetland D: Is an old field wetland that is smaller than ½ acre, and therefore does not meet the presumption of a Class II wetland. It is regularly mowed, and only has a minimal surface and groundwater protection function that does not rise to a significant level. It was determined to be a Class III wetland in October of 2018 by the Vermont Wetlands Program District Ecologist, Tina Heath, during a site visit to the parcel with Patricia Greene-Swift. Wetland D: 12 flags Wetland E: Is an old field wetland that is smaller than ½ acre, and therefore does not meet the presumption of a Class II wetland. It is regularly mowed and has a minimal surface and groundwater protection function that does not rise to the significant level. It was determined to be a Class III wetland in October of 2018 by the Vermont Wetlands Program District Ecologist, Tina Heath, during a site visit to the parcel with Patricia Greene-Swift. Wetland G: Is a Class II Shrub and Emergent Wetland with an abandoned farm pond within its delineated boundary. It is significant for surface and groundwater protection, wildlife, and possibly the vernal pool function due to the abandoned farm pond providing habitat for vernal pool species breeding and the surrounding forest providing the life zone necessary for vernal pool species. Wetland G was determined by the District Wetland Ecologist to be a Class II wetland in October of 2018. Wetland G is within a forested matrix and discharges into a ditch system east of the Underhill parcel boundary, where it appears to be contiguous with a mapped Class II wetland. Wetland G: 63 flags Wetland I: Is a small Class III Seep, under ¼ acre, with no significant wetland functions. It is within the understory of a mixed deciduous forest where it begins and ends on the landscape having no hydrologic connectivity to any wetland or stream. Wetland I: 17 flags Wetland J: Is a Class II Emergent/Old Field Wetland that is approximately 1.5 acres in size, it has the surface and groundwater protection function to a significant level. Wetland J (formerly wetland A for South Burlington stormwater proposal): 75 flags Wetland K: Is a Class III Emergent/Old field Wetland, under ½ acre in size, and therefore does not meet the presumption of significance. It only has the surface and groundwater protection function to a minimal level. Wetland K: 10 flags Wetland L: Is a Class III Emergent/Old field Wetland that is under ¼ acre in size, it has no discernable functions. Wetland L: 17 flags Wetland M: Is a Class III old field wetland that is under ¼ acre in size and has no discernable function. Wetland M: 5 flags Upland Ai: Is an upland island within Wetland A that is approximately 1 acre. Upland Ai: 62 flags Upland Au: Is an upland island within Wetland A that is south of Upland Ai, it is approximately ¼ acre. Upland Au: 35 flags Army Corps Wetland Determination Data Forms: Two sets of wetland determination data forms are included with this report; one set of forms is for Wetland A, and the other set is for Wetland G. These forms are used to show the determination of wetland or upland community, with three parameters that include plants (either wetland or upland indicator for each species found), wetland hydrology indicators (or lack thereof), and soil that is either hydric or non-hydric as determined by the USDA Natural Resources Service. Map of Underwood Wetland Locations The map of the Underwood Parcel wetlands is a jpeg file and the boundaries of each wetland are approximate. For mapping accuracy, it is recommended that the City of South Burlington survey all wetland flags with a submeter accuracy GPS unit (or survey grade) for future planning efforts to be as accurate as possible. All wetland delineations in the State of Vermont are good for five years. Map of Underwood Parcel Wetlands 2019 Wetlands A, C, D, E, G, I, J, K, L, M (please note: this image is a jpeg and can be enlarged). Army Corps Forms: Please note: copies of forms will be provided in Army Corps Excel format in a separate file.