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Home My WebLink AboutAgenda 05_SP-20-017_430 Meadowland Dr_SBRC 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com TO: South Burlington Development Review Board FROM: Marla Keene, Development Review Planner SUBJECT: SP‐20‐016 and SP‐20‐017 362 & 430 Meadowland Drive DATE: April 7, 2020 Development Review Board meeting Booska Worldwide Movers and SBRC Properties, LLC have submitted the above‐referenced applications to amend previously approved initial site plans for the respective properties in order to revise the location of the approved driveway for the proposed Booska Movers warehouse. This amendment is necessitated by the presence of wetlands on the subject properties. Proposed changes from the previous approvals include relocating the approved driveway to the west, significant modifications to the stormwater management system, addition of a second driveway to the east, and minor modifications to the building location. The project involves two parcels which were subdivided from one another for the purpose of this project. Lot 1 is currently proposed to contain only the previously approved driveway, while Lot 1G will contain the building, parking, and second driveway. Staff recommends the Board review plan sheet C2.0 to understand the existing and proposed configuration. Of note, at an earlier time, the original Lot 1 was laid out to be served by Randall Street. That street has been constructed to the first building, with a lot configuration reserving space for the street to continue across the Potash Brook to the eastern portion of the lot (present lot 1) Staff has prepared a set of comments for each of the proposed applications. Both sets of comments focus fundamentally on the location, alignment, and functionality of the proposed access, therefore Staff recommends the Board consider that issue holistically in addition to reviewing the applications against specific review standards. The previously approved driveway served as a single access point for the Booska Movers warehouse, and was aligned close to the edge of the proposed building. The current proposal is to locate the driveway at the narrowest point of the wetlands. As discussed in more detail in the staff comments, the proposed driveway limits the ability of the eastern portion Lot 1 to be developed in accordance with the LDRs which require curb cut consolidation, connections between parcels, and a minimum geometric standard. The project is located in the industrial and open space zoning district, whose purpose includes large‐lot office, light industrial and research uses and preservation of the generally open character of the district. Staff therefore considers an efficient layout critical to the purpose of this zoning district. Staff recommends the Board direct the applicant to prepare an overall access and circulation plan for Lot 1’s full buildout, which may consist of extending Randall Street or a street on the east side of Potash Brook, but which in either case should address both the Booska site an the remaining undeveloped land on Lot 1, prior to issuing any approvals. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP‐20‐017_430 Meadowland Dr_SBRC_2020‐04‐07.docx DEPARTMENT OF PLANNING & ZONING Report preparation date: April 1, 2020 Plans received: March 9, 2020 430 Meadowland Drive Site Plan Application #SP‐20‐017 Meeting date: April 7, 2020 Owner/Applicant SBRC Properties, LLC PO Box 2204 South Burlington, VT 05407‐2204 Engineer Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 Property Information Tax Parcel 1155‐00284 Industrial Open Space Zoning District; Hinesburg Road North View Protection District 5.84 acres Location Map #SP‐20‐017 2 PROJECT DESCRPTION Site plan application #SP‐20‐017 of Booska Commercial, LLC to amend a previously approved plan for a 25,560 sf, 31 ft high warehouse. The amendment consists of relocating the previously approved shared driveway, 430 Meadowland Drive. PROJECT HISTORY The subject parcel was subdivided from the parent parcel, Lot 1, concurrently with the previous site plan approval for the project (SD‐19‐23 & SP‐19‐07). The subject parcel was specifically subdivided to support the currently proposed development. Lot 1 and an earlier subdivision of Lot 1 included accommodations for a planned street which was planned to access the portion of Lot 1 and child lots which are not adjacent to Meadowland Drive. This street is partially constructed and referred to as Randall Street, and is shown on the submitted plans. The applicant was unable to obtain state wetland approval for the approved driveway and has not begun any construction of the approved project. CONTEXT The applicant has stated in their cover letter that the proposed modifications are for the purpose of lessening impacts to an existing wetland located on the site. They have relocated the building slightly southwest from the previously approved plans. The stormwater pond layout has been revised to fit around the delineated wetland. The applicant has concurrently applied for site plan amendment for the adjacent site at 362 Meadowland Drive, which contains the portion of the proposed driveway not on the subject property. The project was previously approved by the Board with the shared driveway east of its currently proposed location (SP‐20‐016). Elements of the project unchanged from the previous approval are not discussed herein. COMMENTS Planning Director Paul Conner and Development Review Planner Marla Keene (“Staff”) have reviewed the plans submitted on 3/9/2020 and offer the following comments. Comments for the Board’s attention are indicated in red. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Industrial Open Space Zoning District Required Proposed Lot 1G Min. Lot Size 3 ac. 6.2 ac. Max. Building Coverage 30% 9.5% Max. Overall Coverage 50% 34%% Min. Front Setback 50 ft. 230 ft. Max Front Setback Coverage 30% 0% Min. Side Setback 35 ft. 70 ft. #SP‐20‐017 3 Min. Rear Setback 50 ft. 265 ft. Building Height (flat roof) 35 ft. 31 ft. plus 5.25 ft for roof equipment* *Applicant represents that roof equipment will consist of air handling equipment. Air handling equipment qualifies as a minor rooftop apparatus under the definition of “height”, which is excluded from the calculation of height. Therefore the building height meets the required maximum. Industrial‐Open Space District (IO) The purpose of the Industrial‐Open Space District is as follows. To provide suitable locations for high‐quality, large‐lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The IO District regulations and standards are intended to allow high‐quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. 1. Staff recommends the Board consider this purpose statement when considering the proposed driveway relocation’s impact on the developability of the remainder of the undeveloped parcels on the south side of Meadowland Drive, which are owned by the same entity. Supplemental Standards for Industrial and Airport Districts A. Site plan or PUD review required. The applicant is requesting site plan review. Staff considers this criterion met. B. Multiple Structures and uses permitted. Only one structure containing one use is proposed. C. Parking, Access and Internal Circulation The applicant has proposed 31 standard parking spaces and 22 large spaces for commercial vehicle parking. (1) N/A (2) Parking shall be placed to the side or rear of the structures if possible. Staff considers this criterion met. (3) Parking areas shall be designed for efficient internal circulation and the minimum number of curb cuts onto the public roadway. It appears that the applicant has attempted to achieve the required reduction in wetland impacts while retaining the previously‐approved building location to the maximum extent possible. In doing so, the applicant may have not considered whether the proposed layout complies with this and other criterion related to access and circulation. #SP‐20‐017 4 The previous approval included one curb cut onto Meadowland Drive and provided for truck circulation around the entire building. In the currently proposed configuration, the property has a driveway on the adjacent Lot 1 and a driveway on the east of the site which is parallel to the driveway on the adjacent Lot 2. This results in 5.146 acres of impervious between Lot 1 and Lot 1G, while the previously approved configuration had only 2.279 acres of impervious. Therefore Staff considers the proposed configuration to be inefficient. Staff also notes that the currently‐proposed circulation places trucks making sharp turns in the same space as passenger vehicles entering and exiting perpendicular parking along the western side of the building Staff considers an alternative site layout with the long axis of the building oriented east to west may allow access and circulation to be substantially similar to the previous approval, which would reduce the number of curb cuts and improve compliance with this and other related criteria. 2. Staff recommends the Board discuss with the applicant whether they have considered such a configuration. Staff considers the applicant must demonstrate that they have minimized the number of curb cuts and impervious in order for the Board to find this criterion met. (4) Access improvements and curb cut consolidation may be required. See related discussion above. The parent property to this parcel is configured to allow Randall Street to be extended in a parallel configuration to the proposed shared driveway. 3. Staff recommends the Board require the applicant to demonstrate how their proposed configuration minimizes the number of curb cuts required for the remaining undeveloped portions of Lot 1. If the proposed driveway is intended to substitute for Randall Street, Staff recommends the Board request the applicant propose a condition that represents a commitment to using the proposed driveway to access the remainder of Lot 1 instead of Randall Street. A discussion of roadway standards is included in staff comments for SP‐20‐016. Staff considers such a condition should be included in the concurrent site plan approval for the adjacent property at 362 Meadowland Drive, but has included its discussion here as this application is driving the need for an application on 362 Meadowland Drive. Hinesburg Road North View Protection Overlay District (1) No part of any structure within the Hinesburg Road‐North View Protection Zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road‐North View Protection Zone Base Line shown on the above referenced Scenic View Protection Overlay District Map. (2) Landscaping and other vegetation located within the Hinesburg Road‐North View Protection Zone shall be maintained so that it does not exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said landscaping or vegetation is horizontally distant from the Hinesburg Road ‐ North View Protection Zone Base Line shown on the above referenced Scenic View Protection Overlay District Map. #SP‐20‐017 5 The Board found these criteria met as part of approval SP‐19‐07. The building was located more than 15 feet below the ceiling of the view protection overlay district at that time. Because the applicant has not significant relocated the building, Staff considers these criteria continue to be met. SITE PLAN REVIEW STANDARDS The applicant has submitted a site plan application for Lot 1 (SP‐19‐016) which is being reviewed concurrently. 14.06 General Review Standards A. Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. Due attention by the applicant should be given to the goals and objectives and the stated land use policies for the City of South Burlington as set forth in the Comprehensive Plan. Objectives of the Comprehensive Plan for the Northeast Quadrant include allowing opportunities for employers in need of larger amounts of space, and providing a balance of open spaces. As discussed above, the proposed configuration increases impervious by nearly 3 acres compared to the previously approved plan, and as discussed in staff comments for concurrent site plan application SP‐20‐016, Staff considers the layout does not support future development by other large scale employers as much as it could with a more carefully considered driveway and site layout. 4. See comment #3 above. B. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. No substantial changes to the site layout are proposed. Adequacy of plantings is discussed below. 5. The proposed sidewalk along the shared access drive ends without providing a clear pedestrian route to the main, or any, building entrance. With consideration for the large scale vehicles using the property, Staff recommends the Board require the applicant to reconfigure the sidewalk to provide a safe route to the building. Additional comments on pedestrian movement are included in the staff comments for SP‐20‐016. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. Proposed parking is located to the rear and sides of the building. Staff considers this criterion met. #SP‐20‐017 6 (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. Staff considers this criterion met. C. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Aside from slightly relocating some of the trees along the western property line, the applicant has not proposed any changes to the architecture or landscaping. The Board previously approved the proposed architecture and landscaping, therefore Staff considers this criterion met. (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 changes to the structure are proposed. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: A. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The applicant has proposed to share a driveway with the adjacent lot 1, but it is not clear how the proposed driveway will support development on lot 1. See discussion included in staff comments for SP‐ 20‐016. B. Utility Services. Electric, telephone and other wire‐served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Standards of Section 15.13, Utility Services, shall also be met. Utility connections are proposed to be underground. Staff considers this criterion met. C. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). #SP‐20‐017 7 Small receptacles intended for use by households or the public (ie, non‐dumpster, non‐large drum) shall not be required to be fenced or screened. The applicant has a provided a detail for dumpster screening and has shown the proposed location of the dumpster on the plans. Staff considers this criterion met. D. Landscaping and Screening Requirements. See Article 13, Section 13.06 Landscaping, Screening, and Street Trees. The minimum required landscape value for the Project, based on an estimated building construction cost of $2.05 million is $28,000. The applicant is proposing $30,025 in trees and shrubs. As mentioned above, the only change to the previously approved landscaping plan is the relocation of trees along the western property boundary. Several additional landscaping standards apply to this property, as follows. 13.06B Landscaping of Parking Areas All off‐street parking areas subject to review by the Development Review Board shall be curbed and landscaped with appropriate trees, shrubs and other plans including ground covers as approved by the Development Review Board. (1) All off‐street parking areas shall be landscaped around the perimeter of the lot with trees, shrubs and other plants. Perimeter planting shall be set back from the curb sufficiently to allow for snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade and canopy for the parking lot. In some situations it may be necessary both for surveillance purposes and for the perception of safety to install the size and type of plants that leave visual access between the parking lot to the public way or other pedestrian areas. The Board previously approved the proposed perimeter landscaping, therefore Staff considers this criterion met. (2) In all parking areas containing twenty‐eight (28) or more contiguous parking spaces and/or in parking lots with more than a single circulation lane, at least ten percent (10%) of the interior of the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such requirement shall not apply to structured parking or below‐ground parking. The Board previously approved a landscape island configuration, which is necessarily modified by the modified driveway. 6. Staff recommends the Board require the applicant to demonstrate 10% interior landscaping continues to be provided with the proposed, and any revised configuration. (3) All interior and perimeter planting shall be protected by curbing unless specifically designed as a collection and treatment area for management of stormwater runoff as per 13.06(B)(5)(c) below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) square feet. Large islands are encouraged. #SP‐20‐017 8 No changes are proposed to the previously approved curbing, therefore Staff considers this criterion met. (4) Landscaping Requirements (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt‐tolerant. (b) At least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a minimum of thirty (30) feet apart. No changes are proposed to the previously approved number of trees or their relationship to parking areas, therefore Staff considers this criterion met. 13.06C Screening or Buffering (1) All off‐street parking areas, off‐street loading areas, outdoor storage areas, refuse, recycling, and compost collection (excluding on‐site composting) areas, and utility improvements such as transformer(s), external heating and cooling equipment shall be effectively screened. (2) Such screening shall be a permanently maintained landscape of evergreen or a mix of evergreen and deciduous trees and shrubs, and/or a solid fence. (3) The landscaping shall be designed to minimize erosion and stormwater runoff, and to protect neighboring residential properties from the view of uses and parking areas on the site. The landscaping shall be of such type, height, and spacing, as in the judgment of the Development Review Board, will effectively screen the activities on the lot from the view of persons standing on adjoining properties. The plan and specifications for such planting shall be filed with the approved plan for the use of the lot. (4) A solid wall or fence, of location, height, and design approved by the Development Review Board, may be substituted for the required planting. (5) Modifications. Where the existing topography and/or landscaping provides adequate screening or would render the normally required screening inadequate, the Development Review Board may modify the planting and/or buffer requirements by, respectively, decreasing or increasing the requirements. No changes to the previously approved screening are proposed, therefore Staff considers these criteria met. E. Modification of Standards. Except within the City Center Form Based Code District, where the limitations of a site may cause unusual hardship in complying with any of the standards above and waiver therefrom will not endanger the public health, safety or welfare, the Development Review Board may modify such standards as long as the general objectives of Article 14 and the City's Comprehensive Plan are met. However, in no case shall the DRB permit the location of a new structure less than five (5) feet from any property boundary and in no case shall be the DRB allow land development creating a total site coverage exceeding the allowable limit for the applicable zoning district in the case of new development, or increasing the coverage on sites where the pre‐existing condition exceeds the applicable limit. #SP‐20‐017 9 No modification of standards has been requested. Staff considers no modification of standards is necessary. F. Low Impact Development. The use of low impact site design strategies that minimize site disturbance, and that integrate structures, landscaping, natural hydrologic functions, and various other techniques to minimize runoff from impervious surfaces and to infiltrate precipitation into underlying soils and groundwater as close as is reasonable practicable to where it hits the ground, is required pursuant to the standards contained within Article 12. The applicant has provided an EPSC plan and stabilization notes. The project disturbs greater than one acre and will therefore be required to obtain either and Individual or General Permit for Construction. The Stormwater Section (City) has reviewed the “Booska Commercial LLC – 410 Meadowland Drive” site plan prepared by Civil Engineering Associates (CEA), dated 3/21/2019 and last updated on 2/12/2020 and offers the following comments: 1. The proposed project is located in the Potash Brook watershed. 2. The design of the gravel wetland and dry detention pond have changed since the last review. Please provide an updated HydroCAD model for review. 3. Sheet C3.0C should be updated to include silt fence and demarcation fencing to protect the wetland bounded by the stormwater features and access driveway. 4. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. 6. Staff provided the above comments to the applicant, and the applicant provided responses on 3/27/2029. Staff anticipates they may have an update from the Assistant Stormwater Superintendent at the time of the hearing. G. Standards for Roadways, Parking and Circulation. Standards of Section 15.12 Standards for Roadways, Parking, and Circulation shall be met. The standards of Section 15.12 pertain to roadway geometry, pavement thickness and width, design of access points, and sidewalk configuration. Compliance of the access driveway with many of these standards are addressed in the staff comments for SP‐20‐016. 15.12 Standards for Roadways, Parking and Circulation F. Entrances (1) N/A (2) Entrances to PUDs and subdivisions generally shall be separated by a minimum distance of four hundred (400) feet on either side of a public street, in order to ensure safe access and traffic movement into and out of the PUD or subdivision. However, entrances to PUDs and subdivisions may be allowed on opposite sides of a public street if substantially aligned with each other. (3) N/A (4) The location and design of project access shall make provisions for improved access management and traffic safety. Specifically, the design of PUD and subdivision access points shall: #SP‐20‐017 10 (a) Maximize the use of secondary streets for access and circulation (b) Align access points with existing intersections and/or curb cuts (c) Consolidate existing curb cuts within the PUD property (d) Provide for safe access to abutting properties (e) Make provisions for safe access, with provisions for appropriate sight distances and accommodations for high‐accident locations (f) Provide deceleration, acceleration and/or turn stacking lanes as appropriate to meet the standards in (1) above. (g) Provide adequate curb radii to accommodate the anticipated speeds and types of vehicles. 7. If the applicant and the Board agree to the proposed shared access driveway on Lot 1, Staff considers the secondary driveway on Lot 1G does not support compliance with these criteria and recommends the Board require the applicant to reconfigure Lot 1G to allow circulation around the entire building and use of a singular curb cut. No changes to the approved use are proposed, therefore Staff considers no changes to the approved traffic should occur. The landscaping of parking areas is discussed above. Connections to adjacent parcels are discussed in staff comments for application #SP‐20‐016. OTHER Energy Standards Staff notes that all new buildings are subject to the Stretch Energy Code pursuant to Section 3.15: Residential and Commercial Building Energy Standards of the LDRs. Lighting The applicant is proposing generally the same lighting as in the previous approval, with minor modifications to accommodate the relocated driveway. Staff considers the impacts of the proposed amendment on compliance with lighting criterion to be de minimus. Bicycle Parking The proposed 25,560 sf. building will require two short term and two long term bicycle parking spaces. No changes to the approved bicycle parking are proposed. Staff considers this criterion met. A.3 Noise Performance Standards No changes to the approved use are proposed, therefore Staff considers no changes to the approved noise assessment should occur. Staff recommends the Board not modify the previous findings with respect to noise. RECOMMENDATION Staff recommends that the Board work with the applicant to address the issues identified herein. #SP‐20‐017 11 Respectfully submitted, Marla Keene, Development Review Planner 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: dmarshall@cea-vt.com February 12, 2020 Ms. Marla Keene, PE Development Review Planner City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: South Burlington Realty Corp. Lot 1G at Meadowland Business Park Proposed Site Plan Application for Booska Worldwide Movers 430 Meadowland Drive, South Burlington, Vermont 05403 Dear Ms. Keene: Please find enclosed a site plan application for the proposed development of Lot 1G of the Meadowland Business Park on behalf of Booska Worldwide Movers and SBRC Properties, LLC. This project had prior approval under SP-19-07 in July 2019 for the creation of a 25,560 sf, 31 ft high warehouse building, paved parking area, and associated site improvements on the 6.2-acre Lot 1G located at 430 Meadowland Drive. The project is proposing revisions from the previously approved site plan to lessen impacts to an existing wetland located on the site. Buildings –There are no proposed changes to the design previously approved building. There is one proposed building associated with the project that is proposing to have it footprint moved southwest from the previously approved plans. Street Access – The previously proposed shared driveway with Lot 1 has been relocated in order to minimize wetland impacts. Wheeler Engineering has delineated the wetland area on the site in July 2019. In order to eliminate the impervious road surface and wetland impacts on the north side of the proposed building, a driveway for Lot 1G is proposed along the east side of the parcel. This secondary driveway will primarily be used for trucks leaving the site. Fire Access - The site has been designed in a manner that allows for immediate access by emergency vehicle around three sides of the proposed building. The proposed hydrant remains within 100-feet of the proposed Fire Department Connection (FDC) to the sprinkler system. Cross Lot Access - The applicant has included a cross lot access easement between the proposed Lot 1G and the parent Lot 1 which is designed to facilitate inter-lot movements for passenger vehicles without the need to travel out on to Meadowland Drive. The ability for larger vehicles to use this is subject to the creation of a maintenance cost sharing agreement between the benefitting parties. Ms. Marla Keene Page 2 of 2 February 12, 2020 Stormwater – The stormwater pond layout has been revised to fit around the delineated wetland area and within the front yard area. Project Schedule – The project schedule calls for construction to commence in June and to be completed by late Fall 2020. This completes our general summary of the proposed project. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer Attachments: Site Plan Application Application Fee of $1,566 ($275 Base Fee +$13 + 25,560 SF x $0.05/SF)) 1 set of 11" x 17" plans, 3 sets of full size plans, and 1 digital copy cc: (All w/ enclosures, 11x17 plans); T. McKenzie, Adam Booska, David Shenk CEA File 18213.00 P:\AutoCADD Projects\2018\18213\3-Permitting\1-Local Applications\Site Plan\February 2020 Revision\Keene - Final Site Plan Approval Cover Letter.rtf Respectfullyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyy,,,,,, David S. Marshall, P.E. FUTURE RECREATION PATHFUTURE PEDESTRIANPATH SYSTEMDESIGNATED OPENSPACE AREASEXISTING RECREATIONPATHSOUTHERLY EDGE OF AIRPORT APPROACH CONEPARKINGEXISTINGPONDAIRPORT APPROACH CONEHINESBURG ROAD BOWDOIN STREET MEADOWLAND DRIVE THOMPSON STREET PROJECTLOCATIONFOX RUN LN.1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATEDUPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALLDISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION.2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED ORABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUNDUTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THEPROJECT.4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS ADIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE ANDOPERABLE FACILITIES AND UTILITIES.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALSINCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOPDRAWING APPROVAL IS GRANTED.9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THECONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS ANDANY LOCAL PUBLIC WORKS STANDARDS.10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE0.1 FEET.11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDEREDAS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWNAUTHORITIES.13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES INACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT ANAPPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ONTHE ITEM IN QUESTION.16. PROPERTY LINE INFORMATION IS BASED ON A PLAT ENTITLED " PLAT OF SURVEY SUBDIVISION OFLOT 1-G FROM LOT 1 SDRC PROPERTIES, LLC" PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC.DATED MARCH 11, 2019. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BEUSED AS ONE.17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED INACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TOTWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICESINDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FORCOMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILEWHERE APPLICABLE.SUPER-TEMPWIRE & CABLE65NEAGLEY & CHASECONSTRUCTION4CBA OFFICEBUILDING97&8DEPT. OFHOMELANDSECURITY11THE ROCKCHURCH10LOGIC SUPPLYCORP.32O'BRIENCOMMERCIALCONDOMINIIUM1B12SPHINXDEVELOPMENT1ACIVILENGINEERINGASSOC.1POTASH BROOKLEGENDFMEGSTSTWW100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEWETLANDSWETLANDS BUFFEREXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERFMGSTSTWEPROPOSED CONTOUR100PROPOSED CURBPROPOSED FENCEPROPOSED GRAVELPROPOSED PAVEMENTPROPOSED GUARD RAILPROPOSED SWALEPROPOSED ELECTRICPROPOSED FORCEMAINPROPOSED GASPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED TELEPHONEPROPOSED WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLPROPOSED WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEPROPOSED SEWER MANHOLEPROPOSED STORM MANHOLEPROPOSED CATCH BASINIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDREBAR SETCONCRETE MONUMENT SETPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED UTILITY POLEPROPOSED LIGHT POLEPROPOSED EDGE OF BRUSH/WOODSPROPOSED SETBACK LINEPROPOSED PROPERTY LINEDSDSMDSMMAB1" = 200'18213C0.003/21/2019LOCATION MAP1" = 2000'COVER SHEETACE116891C1D1EPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.BOOSKACOMMERCIAL LLCWILLISTON,VERMONT430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT1GPOTASH BROOKVT EYE LASERVISIONKELLER WILLIAMSBLACKROCK CONSTRUCTIONRANDALL STREET1FPROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREECITY OFSOUTHBURLINGTONBURLINGTON PROPERTIES,LTDBURLINGTON PROPERTIES,LTDBURLINGTON PROPERTIES,LTDn/fGREEN ACRES, INC.05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED06/21/19 DSM REVISION PER CITY COMMENTS02/12/20 DSM LOCAL SITE PLAN APPLICATION3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF SETCETCETCSTST S ETCE S STSST SETC ETCSSS ETCETCETCETCGGGGSSS WWSTFMS GGWWWWWWWETC WWS SSWWGGGG G GGGGGSWGEUD S SSW W W WW W WWW W W WWWWWWWSTSTSTSSSS SSSSS S SSSS S SSS SSS SS S SD DDSWWTTG LIMITS OF EXISTINGMANMADE STORMWATERMANAGEMENT FACILITYDREXISTING HOUSEEXISTINGGARAGE ±230' ±100'391390385384MEADO W L A ND D RI VE 393 "AIRPORT APPROACH ZONE"200' OPEN SPACE BUFFERLOT 1PARKINGLOT 1-A410410 410 410400400400400400 400390390390390390 390 390390 390390390390390390 380380380 380380380380 380380380 380380380370370370370370370 36035035035035034034034034 N/FSBRC PROPERTIES, LLC.LOT 1BPOTASH BROOK ANDADJACENT WETLAND8" D.I. CL. 52 WATER M A IN370 787674727676767877747574 747875787780828380797881787880798179798081827982828380858884838281798077767574737878787878366370366 370370372372EXISTING BUILDING F.F. EL.=342.66'EXISTING BUILDING F.F. EL.=342.0'N/FB. GARDNERN/FG.&N.LINESN/FC.&T. DAVISN/FK.&M.CAMPBELLN/FCITY OF SOUTH BURLINGTONN/FT.&N.SHEAHANN/FS.&R. PENNINGTONN/FR. SCHULERN/FJOHN LARKIN, INC."AIRPORT APPROACH ZONE"N/FO'BRIENMEADOWLANDS , LLCN/FGREENFIELDCAPITAL, L.L.C.N/FGREENFIELDCAPITAL, L.L.C.N/FSBRC PROPERTIES, LLC.N/FSBRCPROPERTIES,LLC.SBRC PROPERTIES, LLC.417'±524'±152'±440'±767'±337'±391'±292'±296'±77'± 148'±26'±66'±38'±148'±111'±123'±23'±23'±178'±14'±442'±288'±377'±360360355355355355350350350345345345345 345 MEAD OWLAND DRIVEPOTASH BROOKRANDALL STREETLOT 1GLOT 2LOT 1-BLOT 1-ALOT 1-ELOT 1-CLOT 1-DLOT 12LOT 11LOT 10DSMDSM1" = 100'18213C1.0LOCATION MAP1" = 2000'OVERALLSITE PLANLOT 1 AREALEGENDEGSTSTWW100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING SWALEWETLANDSWETLANDS BUFFEREXISTING ELECTRICEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDPROJECTLOCATION89116ACESOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONTBOOSKACOMMERCIAL LLC430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONTMAB03/21/201906/21/19 DSM REVISION PER CITY COMMENTS02/12/20 DSM LOCAL SITE PLAN APPLICATION3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF SSSETCETCETCETCETCETCS SSSSSG GGGGGGSGSSSWWW WWWWWSTSTSTSTSTEX. CBRIM=344.1'EX. CB#1RIM=342.7'INV.IN=338.4 (24"S)INV.IN=338.1 (18"W)INV.IN=339.7 (4"W)INV.OUT=337.7 (24"NE)EX. SMH#1RIM=344.4'INV.IN=335.5 (8"S)INV.IN=335.6 (8"NW)INV.OUT=335.4 (8"E)EX. SMHRIM=341.8'12" HDPEW/FESINV.=339.415" HDPE W/FESINV.=339.6SSSSSINV.=342.4(24" HDPE RISER)EX. BOLLARD(TYP.)24" HDPE24" HDPE4" PVC24" HDPE18" HDPE8" PVC8" PVC8" PVC8" PVCEXISTING 20'RECREATOINAL PATHEASEMENTEX. SMH#2RIM=343.5'INV.IN=336.2 (8"W)INV.OUT=336.2 (8"N)SUMP=335.7EX. CB#2RIM=342.8'INV.IN=338.9± (24" S)INV.IN=339.1 (4" NW)INV.OUT=338.6± (24" N)(SUMP FROZEN)TEMPORARY BNORTH TOP FELEV.=344.4GLIMITS OF EXISTINGMANMADE STORMWATERMANAGEMENT FACILITY200' OPEN SPACE BUFFERLOT 18"D.I.380370370370~341342343344341 340341 340339EXISTING BERM"AIRPORT APPROACH ZONE"58" CRF10"8" PINE8" PINE8" PINE10"8"8"10" SNAG10" PINE16" WILLOW360360355355355355 355350350350 350345345345345 345 EX. WOODSMEADOWLAND DRIVEMICRO POOLSTORMWATER PONDPOTASH BROOKLOT 1GLOT 2DSMDSM1" = 40'18213C1.1LOCATION MAP1" = 2000'EXISTINGCONDITIONS ATLOT 1GACELEGENDFMEGSTSTWW100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEWETLANDSWETLANDS BUFFEREXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDPROJECTLOCATION89116SOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONTBOOSKACOMMERCIAL LLC430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONTMAB03/21/201906/21/19 DSM REVISION PER CITY COMMENTS07/29/19 DSM ADD WETLAND02/12/20 DSM LOCAL SITE PLAN APPLICATION3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF SETCETCETCSTST S ETCE S STSST SETC ETCSSS ETCETCETCETCGGGGSSWWSTFMS GGWWWWWWWETC WWS SSWWGGGG G GGGGGSWGEUD S SSW W W WW W WWW W W WW WWWWWSTSTSTSSSS SSSSS S SSSS S SSS SSS SS SD DDSWWTTG STORMWATERPONDBICYCLE RACK ANDEMPLOYEE VISITORVEHICLE PARKINGPROPOSED BUILDINGTRUCK AND EMPLOYEEPARKINGSUPPLEMENTAL EARTHBERM BUFFERINGSTORMWATERDRY PONDRETAININGWALLLIMITS OF EXISTINGMANMADE STORMWATERMANAGEMENT FACILITYDREXISTING HOUSEEXISTINGGARAGE391390385384MEADO W L A ND D RI VE 393 "AIRPORT APPROACH ZONE"200' OPEN SPACE BUFFERLOT 1PARKINGLOT 1-A10400 39090390390390 380380380 380380380380 380380380 380380380370370370370370370 36035035035035034034034034 N/FSBRC PROPERTIES, LLC.LOT 1BPOTASH BROOK ANDADJACENT WETLAND8" D.I. CL. 52 WATER MAIN370 787674727676767877747574 747875787780828380797881787880798179798081827982828380858884838281798077767574737878787878366370366 370370372372N/FB. GARDNERN/FG.&N.LINESN/FC.&T. DAVISN/FK.&M.CAMPBELLN/FCITY OF SOUTH BURLINGTONN/FT.&N.SHEAHANN/FS.&R. PENNINGTONN/FR. SCHULERN/FJOHN LARKIN, INC."AIRPORT APPROACH ZONE"N/FO'BRIENMEADOWLANDS , LLCN/FGREENFIELDCAPITAL, L.L.C.N/FGREENFIELDCAPITAL, L.L.C.N/FSBRC PROPERTIES, LLC.N/FSBRCPROPERTIES,LLC.SBRC PROPERTIES, LLC.417'±524'±152'±767'±391'±292'±296'±77'± 148'±26'±66'±38'±148'±111'±123'±23'±23'±178'±14'±442'±288'±377'±266'±71'±957'±26'±414'±50' REAR YARD SETBACK35' SIDE YARD SETBACK35' SIDE YARD SETBACK50' FRONT YARD SETBACK360360355355355355350350350345345345345 345 MEAD OWLAND DRIVEPOTASH BROOKRANDALL STREETLOT 1GLOT 2LOT 1-BLOT 1-ALOT 1-ELOT 1-CLOT 1-DLOT 12LOT 11LOT 10DSMDSM1" = 100'18213C2.0LOCATION MAP1" = 2000'SITEIMPROVEMENTSPLAN05/01/19 DSM LOCAL FINAL SUBMITTAL REVISEDLEGENDFMEGSTSTWW100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEWETLANDSWETLANDS BUFFEREXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUNDPROJECTLOCATION89116ACESOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONTZONING REQUIREMENTS:COVERAGECATEGORYBUILDINGSTOTALREQUIRED30%50%EXISTINGSETBACKSREAR YARDZONING DISTRICT: INDUSTRIAL AND OPEN SPACE (IO)0%0%50' 0'FRONT YARD50'0'MIN. LOT SIZE27.9 AC.SIDE YARD35'0'BUILDING HEIGHTPRINCIPAL (PITCHED)40'ACCESSORY15'PRINCIPAL (FLAT)35'PROPOSED0%1.4%0'0'21.7 AC.0'LOT 19.5%34%±265'±230'6.2 AC.±70'LOT 1-GNOTES1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALLUTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES.EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTORSHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BEREPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE(888-344-7233) PRIOR TO ANY CONSTRUCTION.2. PROPERTY LINE INFORMATION IS BASED ON PLAT ENTITLED "PLAT OF SURVEYSUBDIVISION OF LOT 1-G FROM LOT 1 SBRC PROPERTIES, LLC" PREPARED BYCIVIL ENGINEERING ASSOCIATES, INC DATED MARCH 11, 2019. THIS PLAN ISNOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.3. SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVILENGINEERING ASSOCIATES, INC JULY 2019. CIVIL ENGINEERING ASSOCIATES,INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE SYSTEMOF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL) ESTABLISHED FROM GPSOBSERVATIONS ON SITE.4. THE PROPERTY IS IN THE INDUSTRIAL AND OPEN SPACE DISTRICT.BOOSKACOMMERCIAL LLC430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONTMAB03/21/201905/07/19 DSM STORMWATER LAYOUT REVISION05/20/19 DSM REVISION PER CITY COMMENTS06/03/19 DSM REVISION PER CITY COMMENTS06/21/19 DSM REVISION PER CITY COMMENTS12/02/19 DSM UPDATE PROPOSED SITE02/12/20 DSM LOCAL SITE PLAN APPLICATIONPROPOSED CONTOUR100PROPOSED CURBPROPOSED PAVEMENTPROPOSED SWALEDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINEPROPOSED LIGHT POLE3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF SSETCETCETCETCGGGGGGGSSSWW WWWWWWSTSTSTSTSSSEXISTING 20'RECREATOINAL PATHEASEMENTG364336436436436200' OPEN SPACE BUFFERLOT 18"D.I.370370~342343344341 34034134033933858" CRF1" IPF10"8" PINE8" PINE8" PINE10"8"8"10" SNAG10" PINE16" WILLOW+345.4+344.3363362361360360359359359359 358 358358358358357 357357357357356356356356356356355355355 355355354354354354354354 353353353353 353353352352 352352351351 351351350350350 350349349349349 348348 348348348347347 347347 346346 346346346345345345345 345344 344344344344344344344343343343343343343343343342342342342342342342342342342341341341EX. WOODSEX. WOODS3483834848348344443354355454435435435437003707037070373606060033333606036060603603603633630003360360606036036036363623362623623622336236236233637030370703703736883683683683636663666636636333643363664663643366363332233623636262883683636836368363636333336433633364643333358358585835835583533565333335656356356356356635633353544333544544354335352235252352335236663563335656356333353333335835583583352236236236233663666636636(2)GT(1)MX(5)SP(5)RA(5)CS(5)JP(7)CS(4)MX(3)SP(7)TO(3)JV(3)JV(3)TC(3)JV(3)TC(2)GT(1)MX(5)RA(5)RAWLAND DRIVEMICRO POOLSTORMWATER POND374372366364368366364362350346 348 354364366360362356368370352(3)JV(2)GT(3)GT3453453455345343345453434344344344333+346.4D3463463463463343463463466663463434333333350355353535335035353535533535035505350055050550533360036060360336333333344444444444344343443434434434434346.6 +(2)GT10"0"(3)SSPS52234444344343454345344545345343444444344344343433 LOT 1GLOT 2ACEDSMDSMMAB1" = 40'18213C2.103/21/2019LOCATION MAP1" = 2000'SITE LANDSCAPEPLANPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT11689DET-L-004N.T.S.SHRUB PLANTING DETAILREVISED 03/02/2015DET-L-004 SHRUB PLANTINGPLANTING NOTES:1. EXCAVATE A PIT WHICH IS AT LEAST TWICE THE DIAMETER OF THE ROOTBALL ANDSAME DEPTH - NO DEEPER.2. REMOVE ALL STRING AND/OR WIRE WRAPPED AROUND TRUCK.3. REMOVE ALL STRAPS, ROPES, WIRE, AND/OR STRINGS USED TO LIFT THE ROOTBALL.4. REMOVE ALL BURLAP AND/OR WIRE FROM THE TOP OF THE ROOTBALL.5. TOP OF ROOTBALL TO BE SET FLUSH WITH FINISH GRADE.DO NOT TOUCH THE ROOTFLARE OF THE TREEMULCH 3" DEPTHTILLED AND LOOSENEDNATIVE SOIL BACKFILLUNDISTURBED SOILCREATE A SOIL SAUCERWITH TOPSOILROOTBALLTILLED AND LOOSENEDNATIVE SOIL BACKFILL2 TIMES THE WIDTHOF THE ROOTBALLDET-L005N.T.S.TREE PLANTING DETAILREVISED 02/18/2015DET-L005 Tree PlaningPLANTING NOTES:1. EXCAVATE A PIT WHICH IS AT LEAST TWICE THE DIAMETER OF THE ROOTBALL ANDSAME DEPTH - NO DEEPER.2. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.3. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL.4. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL.5. TOP OF ROOTBALL TO BE SET FLUSH WITH FINISH GRADE.2 - 2"x4" STAKE W/LONG TAPER MIN.18" INTOUNDISTURBED SOILUNDISTURBED SOILTILLED AND LOOSENEDNATIVE SOIL BACKFILLMULCH 3" DEPTHDO NOT TOUCH THE ROOTFLARE OF THE TREECREATE A SOIL SAUCERWITH TOPSOILROOTBALLTILLED AND LOOSENEDNATIVE SOIL BACKFILLSTAKE2 TIMES THE WIDTH OF THE ROOTBALLBOOSKACOMMERCIAL LLC430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION05/20/19 DSM REVISION PER CITY COMMENTS06/03/19 DSM REVISION PER CITY COMMENTS06/21/19 DSM REVISION PER CITY COMMENTS07/01/19 DSM REVISION PER CITY COMMENTS10/21/19 DSM STORMWATER REVISIONS12/02/19 DSM UPDATE PROPOSED SITE02/12/20 DSM LOCAL SITE PLAN APPLICATION3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF GRAVELWETLANDBAY 2SSSETCETCETCETCETCEG GGGGGGSSSW WWWWWWWSTSTSTSTSTSTEX. CBRIM=344.1'EX. CB#1RIM=342.7'INV.IN=338.4 (24"S)INV.IN=338.1 (18"W)INV.IN=339.7 (4"W)INV.OUT=337.7 (24"NE)EX. SMH#1RIM=344.4'INV.IN=335.5 (8"S)INV.IN=335.6 (8"NW)INV.OUT=335.4 (8"E)EX. SMHRIM=341.8'EX. E,T,C,CABINETS12" HDPEW/FESINV.=339.415" HDPE W/FESINV.=339.6EXISTINGTRANSFORMERSSSSWEIGH SCALE (10'x70')ST FUTURE RECREATION PATHEX. BOLLARD(TYP.)24" HDPE4" PVC24" HDPE18" HDPE8" PVC8" PVC8" PVC 8" PVCSTEXISTING 20'RECREATOINAL PATHEASEMENTEX. SMH#2RIM=343.5'INV.IN=336.2 (8"W)INV.OUT=336.2 (8"N)SUMP=335.7STST 30" HDPEINV.OUT=340.0INV.=340.0EX. CB#2RIM=342.8'INV.IN=338.9± (24" S)INV.IN=339.1 (4" NW)INV.OUT=338.6± (24" N)(SUMP FROZEN)(2) 30" HDPEINV.=342.2 F.E.S.12" PERF.HDPE12" PERF. HDPEUNDERDRAINTEMPORARY BENCHMARKNORTH TOP FLANGE BOLTELEV.=344.4ST10" PVC10"x15" TEECURBED ISLANDNO CURBNO CURBNO CURBNO CURBCURB (TYP.)NOCURBCURB (TYP.)STGLANDSCAPEBOULDER (TYP.)SEGMENTAL BLOCKRETAINING WALLSTONE FILL AT2:1 SLOPECLEAN OUT (TYP.)12" PERF. HDPEUNDERDRAIN12" SOLID HDPEUNDERDRAIN8' WIDE STONEWEIR ELV.=342.2RISER #16'x12'HYDRAULICINLETRISER #2RISER #312" INV.=337.3NEW CB#6RIM=350.0INV.IN=340.5INV.OUT=340.4CURBST STORMWATER NOTE:xCOORDINATE FINAL INVERT ANDGRADING REQUIREMENTS WITHENGINEER PRIOR TOCONSTRUCTION.xVERIFY COVER REQUIREMENTS OFALL PIPES PRIOR TOCONSTRUCTION.STSTNEW CB#7RIM=348.9INV.IN=340.9INV.OUT=340.8NEW CB#8RIM=351.1INV.IN=341.3INV.OUT=341.2NEW CB#10RIM=351.0INV.IN=342.3INV.OUT=342.2NEW CB#11RIM=346.2INV.OUT=342.9WWWWWWNEW CB#9RIM=352.8INV.IN=341.6INV.OUT=341.5364200' OPEN SPACE BUFFERLOT 18"D.I.370370370370~342343344341340 341340339338PROPOSED SWALEEXISTING BERM"AIRPORT APPROACH ZONE"50' REAR YARD SETBACK35' SIDE YARD SETBACK35' SIDE YARD SETBACK50' FRONT YARD SETBACK58" CRF10"8" PINE8" PINE8" PINE10"8"8"10" SNAG10" PINE16" WILLOW+345.4+344.3363362361360360359359359359 358 358358358358357 357357357357356356356356356356355355355 355355354354354354354354 353353353353 353353352352 352352351351 351351350 350350 350349 349349349 348348 348348348347347 347347 346346 346 346346345345345345 345344 344344344344344344344343343343343343343343343342342342342342342342342342342341341341EX. WOODS348354370360360362362370368366364362368364358356354352356358362366SNOW STORAGESNOW STORAGEMEADOWLAND DRIVEMICRO POOLSTORMWATER PONDOOKFILL AREA TOEXTENDPLATEAU AREAEXISTINGPLATEAU AREA374372366364368366364362350 346 34835466368370352SNOWSTORAGE345344GRAVELWETLANDBAY 1DRYPOND+346.4D346346347.1 ++354.6342.1 +S=0.02347.8 +350360344344346.6 +0+000+501+001+502+002+503+003+50 4+004+504+65.38INV.=139.8 F.E.S.S=0.03344345+ 341.8INV.=139.2 F.E.S.344+348.5347.8 +348.3 +LOT 1GLOT 26'-0" O.C.POSTSCONCRETE AS NEEDEDFINISHED ELEVATION1x6 RED CEDARINSTALLED WITH 12" GAP USE12' LENGTH BOARDS ANDSTAGGER JOINTS (TYP.)4x4 P.T. POSTSNOTES:x'GOOD' SIDE FENCING OPPOSITE BOOSKAxSTAINLESS STEEL ATTACHMENT AS NEEDEDxFINISHED WITH PENETRATING OIL FINISH48"±ACEGSTSTWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED TELEPHONEPROPOSED WATERDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINEDSMDSMMAB1" = 40'18213C2.203/21/2019LOCATION MAP1" = 2000'SITE GRADINGAND DRAINAGEPLANPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT11689PROPOSED LIGHT POLEBOOSKACOMMERCIAL LLC430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONTN.T.S.FENCE DETAIL06/03/19 DSM REVISIONS PER CITY COMMENTS06/13/19 DSM STORM REVISIONS PER CITY COMMENTS06/19/19 DSM REVISED BERM GRADING06/21/19 DSM REVISION PER CITY COMMENTS06/24/19 DSM REVISED OVERFLOW ELEVATION10/21/19 DSM STORMWATER REVISIONS12/02/19 DSM UPDATE PROPOSED SITE01/27/20 DSM UPDATE GRADING REMOVE RET. WALLLEGENDFMEGSTSTWW100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEWETLANDSWETLANDS BUFFEREXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUND02/12/20 DSM LOCAL SITE PLAN APPLICATION3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF SSETCETCETCETCGGGGGGSSSWWWWWWWSTSTSTSTEX. CBRIM=344.1'EX. CB#1RIM=342.7'INV.IN=338.4 (24"S)INV.IN=338.1 (18"W)INV.IN=339.7 (4"W)INV.OUT=337.7 (24"NE)EX. SMH#1RIM=344.4'INV.IN=335.5 (8"S)INV.IN=335.6 (8"NW)INV.OUT=335.4 (8"E)EX. SMHRIM=341.8'12" HDPEW/FESINV.=339.415" HDPE W/FESINV.=339.6EXISTRASSSSTEX. BOLLARD(TYP.)24" HDPE4" PVC24" HDPE18" HDPE8" PVC8" PVC8" PVC8" PVCSTEXISTING 20'RECREATOINAL PATHEASEMENT6" SANITARYSEWER SERVICEINV.=342.5INV. IN=336.3 (6"SE)EX. SMH#2RIM=343.5'INV.IN=336.2 (8"W)INV.OUT=336.2 (8"N)SUMP=335.7STSTEX. CB#2RIM=342.8'INV.IN=338.9± (24" S)INV.IN=339.1 (4" NW)INV.OUT=338.6± (24" N)(SUMP FROZEN)C.O.INV=338.3C.O.INV=340.3TEMPORARY BENCHMNORTH TOP FLANGE BELEV.=344.4STSTGC.O.INV=339.3ST C.O.INV=341.3STSTWWWWWW364200' OPEN SPACE BUFFERLOT 18"D.I.370370370370~342343344341340341340339338EXISTING BERM266 L.F. - 6" SDR 35PVC SEWER SERVICE(SLOPE 14" / FT. MIN.)58" CRF1" IPF10"8" PINE8" PINE8" PINE10"8"8"10" SNAG10" PINE16" WILLOW+345.4+344.3363362361360360359359359359 358 358358358358357 357357357357356356356356356356355355355 355355354354354354354354353353 353353 353353352352 352352351351 351351350 350350 350349349349349 348348 348348347347 347347 346346 346 346346345345345345 345344 344344344344344344344343343343343343343343343342342342342342342342342342342341 341341EX. WOODSEX. WOODS348354370360360362362370368366364362368364358356354352356358362366DRIVEMICRO POOLSTORMWATER PONDPOTASH BROOK374372366364368366364362350346 348 354364366360362356368370352345344 +346.4D3463463503603443440+501+001+502+002+503+003+50 4+00 4+504+65.38344345344LOT 1GLOT 230" HDPEEXISTING 8" D.I.WATER STUBBEYOND(ELEV.338.6±)PROPOSEDHYDRANT18"MINEXISTING GRADEPROPOSED PAVEDACCESS ROAD18"MIN6' MIN.INSTALL INSULATIONPER DETAIL WHEREMIN. COVER CAN NOTBE METTRUST BLOCKS PERDETAIL0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50330332334336338340342344346348350352354356358360330332334336338340342344346348350352354356358360-0.5%4.0%PVC STA.0+49.62PVC ELEV.346.35PVI STA.0+59.62PVI ELEV.346.31PVT STA.0+69.62PVT ELEV.346.7020.0 VC89.4 SD3.0%PVC STA.2+25.04PVC ELEV.352.92PVI STA.2+65.04PVI ELEV.354.51PVT STA.3+05.04PVT ELEV.353.3280.0 VC135.3 SD0.0%PVC STA.4+35.00PVC ELEV.349.45PVI STA.4+50.00PVI ELEV.349.00PVT STA.4+65.00PVT ELEV.349.0030.0 VC198.8 SDCB#11RIM=346.2INV.IN=342.3INV.OUT=342.2CB#10RIM=351.0INV.IN=341.6INV.OUT=341.5CB#9RIM=352.8INV.IN=341.3INV.OUT=341.2CB#8RIM=351.1INV.IN=340.9 (12" HDPE)INV.IN=340.9 (15" HDPE)INV.OUT=340.8 (15" HDPE)CB#7RIM=348.912" HDPE S=0.00512" HDPE S=0.00512" HDPE S=0.00512" HDPE S=0.005INV.OUT=342.98" CL52 WATER SERVICEINSTALL WITH POSITIVE GRADELEGENDGSTSTWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED TELEPHONEPROPOSED WATERDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINEACEDSMDSMMAB1" = 40'18213C2.303/21/2019LOCATION MAP1" = 2000'SITE UTILITY PLAN02/06/19 DSM ADDED WATER LINE PROFILEPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT11689SCALE: 1"= 4' VERTICAL1"=40' HORIZONTALWATER LINE PROFILEPROPOSED LIGHT POLEBOOSKACOMMERCIAL LLC430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT04/18/19 DSM REVISED SEWER SERVICE INVERTS05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION05/20/19 DSM REVISION PER CITY COMMENTS06/21/19 DSM REVISION PER CITY COMMENTS10/21/19 DSM STORMWATER REVISIONS12/02/19 DSM UPDATE PROPOSED SITE02/12/20 DSM LOCAL SITE PLAN APPLICATION3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF ETCETCETCETCETCG GGGGGGGWWWWWWWWWSSSEXISTING 20'RECREATOINAL PATHEASEMENTPROPOSED POLE MOUNTEDLUMINARIES (TYP FOR 2)PROPOSED BUILDINGMOUNTED LUMINARIES(TYP FOR 15 PLACES)G200' OPEN SPACE BUFFERLOT 18"D.I.~342343344341 34034134033933858" CRF10"8" PINE8" PINE8" PINE10"8"8"10" SNAG10" PINE16" WILLOWEX. WOODSP1P1D1W1W1W1W1W1D1C1C1C1C1C1D1W1W1MEADOWLAND DRIVEMICRO POOLSTORMWATER POND+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.00+0.01+0.01+0.01+0.01+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.02+0.02+0.03+0.04+0.04+0.03+0.03+0.01+0.01+0.00+0.00+0.00+0.00+0.00+0.01+0.01+0.03+0.06+0.09+0.14+0.18+0.14+0.14+0.09+0.04+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.02+0.05+0.08+0.22+0.39+0.49+0.41+0.35+0.68+0.35+0.09+0.03+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.05+0.18+0.34+0.50+0.69+0.64+0.71+0.52+1.36+1.08+0.24+0.06+0.02+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.01+0.07+0.32+0.44+0.71+0.84+1.05+0.94+0.53+0.12+0.04+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.05+0.21+0.34+0.43+0.58+0.89+1.12+0.98+0.24+0.06+0.02+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.02+0.09+0.36+0.50+0.89+1.49+0.50+0.10+0.03+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.02+0.06+0.26+0.47+0.64+0.95+0.81+0.16+0.04+0.01+0.00+0.00+0.00+0.00+0.00+0.01+0.04+0.15+0.37+0.36+0.29+0.95+0.94+0.28+0.06+0.01+0.00+0.00+0.00+0.00+0.00+0.01+0.02+0.08+0.23+0.35+0.45+0.91+0.37+0.06+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.04+0.14+0.43+0.71+0.83+0.47+0.11+0.03+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.02+0.08+0.36+0.45+0.59+0.13+0.11+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.05+0.20+0.34+0.27+0.55+0.92+0.52+0.25+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.02+0.09+0.22+0.36+0.55+0.11+0.10+0.39+0.50+0.43+0.28+0.05+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.01+0.05+0.20+0.44+0.88+0.61+0.94+0.57+0.29+0.03+0.27+0.30+0.21+0.10+0.03+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.03+0.12+0.44+0.60+0.89+0.52+0.45+0.33+0.09+0.07+0.07+0.04+0.03+0.01+0.00+0.00+0.01+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00D1EEEDEEDDCDCDECDEEDCDECDEDCDECDEEDEEDEDEDEEDEDEDEEDEEDEDEDEDEEEEDEEEE++0.00+0.00+0.00+0.00+0.00+0.01+0.02+0.07+0.24+0.31+0.47+0.35+0.25+0.14+0.05+0.02+0.02+0.01+0.01+0.03+0.05+0.02+0.07+0.09+0.06+0.04+0.02+0.01+0.01+0.01+0.01+0.01+0.01+0.02+0.01+0.01+0.01+0.00+0.00+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.01+0.00+0.00+0.00+0.00++0.01+0.01 0.01+0.000.000.00+0.00+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.02+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00++++++++0.00+0.00+0.00+0.00+0.01+0.01+0.03+0.04+0.01+0.00+0.01+0.04+0.26+0.68+1.43+0.03+0.01+0.01+0.01+0.02+0.10+0.63+1.69+1.85+0.28+0.00+0.00+0.01+0.01+0.02+0.09+0.51+2.16+3.00+2.05+0.04+0.00+0.00+0.01+0.02+0.06+1.45+1.63+2.01+0.02+0.01+0.04+0.01+0.01+0.04+0.14++0.01+0.01 0.01+0.01+0.02+0.03+0.06+0.04+0.29+0.91+0.02+0.01+0.31+0.70+0.70+0.32+0.01+0.02+0.03+0.06+0.04+0.29+0.91+0.02+0.01+0.01+0.01+0.02+0.09+0.85+1.53+2.00+0.21+0.04+0.00+0.01+0.02+0.11+0.59+2.09+3.15+2.26+0.04+0.01+0.00+0.01+0.02+0.06+0.29+1.46+1.75+1.94+0.03+0.00+0.01+0.01+0.03+0.13+0.59+1.16+0.40+0.030.020.01 0.04 0.060.11 0.000.020.00++0.01+0.01+0.01+0.01+0.01+0.01+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.00+0.01+0.02+0.03+0.06+0.04+0.29+0.91+0.02+0.01EDCDECDECDDEECDCDEDEDECEEDC DCECEEDCEDLOT 1GLOT 2ACEDSMDSMMAB1" = 40'18213C2.403/21/2019LOCATION MAP1" = 2000'SITE LIGHTINGPLANPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT11689LIGHTING CALCULATION SUMMARYLIGHTING LEVEL LEGENDN.T.S.POLE LIGHT BASE DETAILREVISED 12/19/2014L-003L-003 Light Pole Base - raised(ADJACENT TO PAVEMENT)24"5'-0" MIN.#3 TIES @ 12" O.C.GALV. STEEL TO PVCCONDUIT CONNECTORSCHE. 80 PVC FROMPOLE TO POLE w/SPARATE GROUNDWIREPAVEMENT SURFACEPOLE AND LAMP AS PERLIGHTING SCHEDULEHAND HOLE w/ COVERANCHOR BOLTS &TEMPLATE BY LIGHTPOLE SUPPLIERBOLT OR CADWELDGROUND WIRE TO POLEFINISH GRADE34" CONDUIT FOR #6BARE COPPERGROUND WIRE(4) #5 VERTICAL34"x10' COPPER WELDGROUND ROD BONDTO CONDUIT, BASE &POLE2'-0" MIN. WHEN ADJACENTTO A PAVEMENT SURFACE24" PRECAST LIGHT POLE BASE(ROUND or TAPERED)or 24" Ø (MIN.) CAST-IN-PLACE- 5,000 psi @ 28 DAYS- REINFORCING AS SHOWNBOOSKACOMMERCIAL LLC430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONTxALL LIGHTS WILL BE ON A PROGRAMMABLE LIGHTING PANELxSMALL DOOR LIGHTS ARE DUSK TO DAWNxALL OTHER LIGHTING IS 100% ON FROM DUSK TO 9 P.M. ANDTHEN REDUCES TO 50% FROM 9 P.M. TO DAWN05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION06/21/19 DSM REVISION PER CITY COMMENTSDXF file created by LitePro 2.030 on 10/22/2019 10:39:12 AMCALCULATION SUMMARYAREA NAME DIMENSIONS GRID / TYPE # PTS SPAC GROUP AVE MAX MIN MAX/MIN AVE/MINNew Area 761.38x1007.25Ft New Grid / H-H 1245 20.00 <+> 0.08 3.15 0.00 N/A N/ABooska Movers (18213) LUMINAIRE SCHEDULETYP SYMBOL DESCRIPTION LAMP LUMENS MOUNTING/BALLAST LLF QTYC1Hubbell Outdoor Canopy14'-6" height 5(1) "CAN" LNC-9LU-4K-4 (1) NVSW219C 2059 0.85D1DUAL-LITE Door Light8' height 4(1) "DOOR" PGN Series(1) 446 0.85P1BEACON Pole LIght20' height 2(1) "POLE" VP-S-36L-80-4K7-4-HSS-90-FB (1) 8810 1.00W1Hubbell Lightin Wall light20' height 7(1) "WALL" VP-S-24L-55-4K7-4(1) 6034 1.00AREA SUMMARY SCHEDULEAREA NAME I/O DIMENSIONS LUMS / <ASMS> WATTS / SQ FT QTYNew Area OUT 761.38x1007.25Ft 0.00 1<C1 > (5)<D1 > (4)<P1 > (2)<W1 > (7)10/21/19 DSM STORMWATER REVISIONS12/02/19 DSM UPDATE PROPOSED SITE02/12/20 DSM LOCAL SITE PLAN APPLICATION3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF STSTSSSSETCETCETCETCETCETCETCETCWS S SG G G GGGGGGGSSSSW W WWW WWWWWWSTSTSTSTSTSTSUDSSSSSEXISTING 20'RECREATOINAL PATHEASEMENTG200' OPEN SPACE BUFFERLOT 110" D.I. WATER MAIN 8"D.I.8" DIEXISTING BUILDING F.F. EL.=342.66'~3412 342343344341 340C34134033933858" CRF10"8" PINE8" PINE8" PINE10"8"8"MEADOWLAND DRIVEMICRO POOLSTORMWATER PONDPOTASH BROOKLOT 1GLOT 2ACEDSMDSMMAB1" = 40'18213C2.503/21/2019LOCATION MAP1" = 2000'TRUCK TURNINGWORKSHEETPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT11689BOOSKACOMMERCIAL LLC430 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION06/21/19 DSM REVISION PER CITY COMMENTS10/21/19 DSM STORMWATER REVISIONSGSTSTWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED TELEPHONEPROPOSED WATERDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINEPROPOSED LIGHT POLELEGENDFMEGSTSTWW100EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAILEXISTING SWALEWETLANDSWETLANDS BUFFEREXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORMEXISTING GRAVITY SEWEREXISTING TELEPHONEEXISTING WATERSTREAMTEST PITPERCOLATION TESTPROJECT BENCHMARKEXISTING WELLEXISTING SEWER MANHOLEDEXISTING STORM MANHOLEEXISTING CATCH BASINEXISTING HYDRANTEXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINEIRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUND02/12/20 DSM LOCAL SITE PLAN APPLICATION3?$XWR&$''3URMHFWV???&$'')LOHV?GZJ?6LWHGZJ30':*7R3')SF 0$7(5,$/352'8&775$'(1$0(02'(/180%(5 2IILFHVI2IILFHVI2IILFHVI2IILFHVI2IILFHVI-DQLWRUVI%UHDN7UDLQLQJ5RRPVI$%&)+013[2+'[2+'[2+')/2253/$16)0(==$1,1()/2253/$16)6WRUDJH$UHD FOHDUKHLJKWFRQFUHWHIORRUVI2IILFHVI&RPP6HUYHUVI8S7RLOHWVI7RLOHWVI0$7(5,$/352'8&775$'(1$0(02'(/180%(5 0$7(5,$/352'8&775$'(1$0(02'(/180%(5 UHI &DQRS\5RRIUHI0LQ ) L U H 5 D W H G 0LQ)LUH5DWHG3ULQWID[FRS\6DOHV6DOHV 8S'RZQ0 L Q ) L U H 5 D W H G0LQ)LUH5DWHG8S0H]]DQLQH)ORRUHO $))36)OLYHORDGVTIW+5UDWHGZDOOV+5UDWHGZDOOV &RQFUHWHHQFDVHPHQWWR $$)0H]]DQLQHVXSSRUWFROXPQVILUVWIORRURQO\6WUXFWXUDOFROXPQWRURRI7ZR2XWOHWVWUXFNKHDWHUV'(*,-./28WLOLWLHVVI&RIIHHVI+DOOZD\VI6WDLUVVI &DQRS\5RRIKLJKFRXQWHU5HFHSWLRQ6DOHVVI&ORVHWVI/REE\VI/DGGHUWRURRI*/'U5$7RLOHWVI:RRG6KRSVI%LNHVWRUDJHVI*/'U)LOH1DPH6KHHW1XPEHU$6KHHWRI6KHHW7LWOH9HUVLRQ)ORRU3ODQ 0H]]DQLQH'DWHG)HE6FDOH 'UDZQ:$'$063URMHFW1DPH5HYLVLRQV2ZQHU V1DPH8VH'LVWULEXWLRQ6NHWFK&RQFHSW3UHOLPLQDU\)LQDO3ODQ3HUPLWV)RU&RQVWUXFWLRQ$V%XLOW'DWH5HYLVLRQ%RRVND0RYHUV/RW$0HDGRZODQG%XVLQHVV3DUN5HYLVHGRIILFHV0LVFUHYLVLRQV/REE\FKDQJHV$GGVKRZHU 1257+(/(9$7,21 )L[HG)L[HG)L[HG)L[HG)L[HG)L[HG)L[HG)L[HG3DQHO3DQHO 6287+(/(9$7,21 ($67(/(9$7,21 7ZR2XWOHWVWUXFNKHDWHUVW\SLFDO )L[HG)L[HG:(67(/(9$7,21)LUH'HSDUWPHQW&RQQHFWLRQ)/87(781'5$3$1(/0(6$3$&,),&%/8(3$1(/)LOH1DPH6KHHW1XPEHU$6KHHWRI6KHHW7LWOH(OHYDWLRQV'DWHG-XO\6FDOH 'UDZQ:$'$063URMHFW1DPH5HYLVLRQV2ZQHU V1DPH8VH'LVWULEXWLRQ6NHWFK&RQFHSW3UHOLPLQDU\)LQDO3ODQ3HUPLWV)RU&RQVWUXFWLRQ$V%XLOW'DWH5HYLVLRQ%RRVND0RYHUV/RW$0HDGRZODQG%XVLQHVV3DUN%RRVND&RPPHUFLDO//&)O\QQ$YH%XUOLQJWRQ97 ŽŶƐƚƌƵĐƚŝŽŶŽƐƚƐƚŝŵĂƚĞͬ>ĂŶĚƐĐĂƉĞŽƐƚƐƚŝŵĂƚĞ%RRVND0RYHUV6RXWK%XUOLQJWRQ97 ʹǡͲͷͲǡͲͲͲǤͲͲ̈́͵Ψ ʹͷͲǡͲͲͲ̈́ ͹ǡͷͲͲ̈́ʹΨ ʹͷͲǡͲͲͲ̈́ ͷǡͲͲͲ̈́ͳΨ ͳǡͷͷͲǡͲͲͲ̈́ ͳͷǡͷͲͲ̈́ǤʹͺǡͲͲͲ̈́ ͵ͲǡͲʹͷǤͲͲ̈́ͳͳ ͹ʹͷ̈́ ͹ǡͻ͹ͷ̈́͸ ͷ͹ͷ̈́ ͵ǡͶͷͲ̈́͸ Ǧ ͸ͲͲ̈́ ͵ǡ͸ͲͲ̈́ͳͶ ͳͷͲ̈́ ʹǡͳͲͲ̈́ͳʹ Ͷ͹ͷ̈́ ͷǡ͹ͲͲ̈́ͷ ͳͷͲ̈́ ͹ͷͲ̈́ͺ ͳͷͲ̈́ ͳǡʹͲͲ̈́ͳͷ Ǧ ͳͷͲ̈́ ʹǡʹͷͲ̈́ͳʹ ʹͷͲ̈́ ͵ǡͲͲͲ̈́ ͵ͲǡͲʹͷ̈́