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Site Plan Application
Tax Parcel ID Number: Zoning District: General Information 303.6-1-4 CI - Commercial Intensive Lot size: 20.02 acres Detailed Description of Project [includes current & proposed use]: Construction of new 18,000 SF auto dealership building and associated parking lot access road and site work Location of project: North side of Quaker Road, east of Ridge Road and immediately north of Garvey VW Applicant Name: Garvey KIA Address: 483 Quaker Road, QBY NY 12804 Home Phone Cell: 518-744-5200 Work Phone 518-793-3488 Fax E-Mail: sean@garveyauto.com Ethan Hall - Rucinski Hall Arch. Agent's Name: Address: 134 Dix Ave, GF NY 12801 Home Phone Cell: 518-260-2888 Work Phone 518-741-0268 E-mail ephall@nycap.rr.com Fax 518-741-0274 Owner's Name Towbar LLC Address 483 Quaker Road, QBY NY 12804 Home Phone Cell 518-744-5200 Work Phone 518-793-3488 sean@garveyauto.com Fax E-mail Site Plan Review application — Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 134 Dix Avenue Glens Falls NY 12801 Voice 518 741-0268 Fax 518 741-0274 Email ephall@nycap.rr.com Garvey KIA Gallery Quaker Road Site Project Narrative This application is for a restart of the previously approved KIA Gallery dealership (SP 29-2015) that was shelved in 2018 due to economic and personal reasons by the Owner. The Owners of Garvey KIA own a 20 acre parcel of land just north of their current dealership building which houses both VW and KIA dealerships. They plan to construct a new 18,000 SF building on the parcel to house a standalone KIA dealership. The new KIA dealership will have its own vehicle display lot and a driveway separate from the existing VW site, however there will be a driveway connecting the two dealerships. This will allow customers to travel from one site to another without having to go back out onto Quaker Road. More importantly, this interconnection will allow all new vehicle car carriers to unload on the site rather than along the shoulder of Quaker Road which is what currently takes place. Stormwater from the proposed development will sheet flow to the edge of the new asphalt parking/display lot where it will be intercepted by a stone diaphragm which will collect the majority of the sediment. The stone diaphragm will overflow into a dry swale where any remaining sediment will settle out. These dry swales will also serve as locations for snow storage around the perimeter of the site where the sand and gravel can settle out as the snow melts. Due to the silty — clay nature of the existing soils, wet stormwater ponds will be used to provide final treatment of the stormwater and to reduce the peak runoff rates to pre - development levels. Municipal water and sewer are available and will be utilized for this project. The applicant is proposing to use LED lighting for the site. However, they are proposing to utilize a fixture mounting height of 25' in order to optimize the number of fixtures required and this was approved previously in the SP 29-2015 approval. In order to provide flexibility in the arrangement of the outdoor display of new cars and to minimize the difficulties inherent in removing snow from parking lots where cars are parked 24/7, the applicant is proposing to not use landscaped islands internal to the parking lot and instead to locate the required amount of internal landscaping around the perimeter of the paved area, here again this was approved previously in SP29-2105. Both the landscaping and lighting waivers were previously granted under SP29-2015 and these waiver requests remain for this application. Site Development Data Area / Type Existing sq. ft. Proposed Additions . ft. Total sq. ft. A. Building footprint 0 18,046 18,046 B. Detached Garage NA NA NA C. Accessory Structure(s) NA 0 NA NA D. Paved, gravel or other hard surfaced area 139,447 139,447 E. Porches / Decks NA NA NA F. Other NA NA NA G. Total Non -Permeable [Add A-F] 0 157,493 157,493 H. Parcel Area [43,560 sq. ft. / acre] 872,149 872,149 I. Percentage of Impermeable Area of Site [I=G/H] 0.0 18.1% Setback Requirements Area Required Existing Proposed Front [ 1 ] 75'-0" NA 293'-0" Front [2] NA NA NA Shoreline 75'-0" NA 260'-0" Side Yard [1] 25'-0" NA 573'-0" Side Yard [2] 25'-0" NA 166'-0" Rear Yard [1] 25'-0 NA 199'-0" Rear Yard [2] NA NA NA Travel Corridor NA NA NA Height [max] 40'-0" NA 28'-0" Permeability 30.0% 100.0% 81.9% No. of parking spaces 79 NA 83 Site Plan Review application — Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 2. Additional Proiect Information Will the proposal require a Septic Variance from the Town Board of Health? No If the parcel has previous approvals, list application number(s): SP29-2015 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System (SPDES) Permit Program ? No 4. Estimated project duration: Start Date Immediately End Date Fall 2023 5. 0 Estimated total cost of project: $4M Total area of land disturbance for project: 6.5 Acres Floor Area Ratio Worksheet FLOOR AREA RATIO (FAR) -- The relationship of building size to lot size, derived by dividing the total building floor area by the lot size in square feet, yielding a percentage. Zoning District Symbol Floor Area Ratio [FAR] 0.22 Waterfront Residential WR Commercial Moderate/ Intensive CM/ CI 0.3 A. The combined area of all square footage, as measure from exterior walls of all structures on the property, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height and covered porches. Building square footage does not include: Open deck, docks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be included. (See "FLOOR AREA RATIO"). B. Commercial or industrial: the total area in square feet as measured from the exterior of the outside walls of a building or structure, and when applicable, the sum total of all floor areas of the principal and accessory buildings or structures on the project site. A. Parcel Area 872,149 s . ft. B. Existing Floor Area 0 s . ft. see above definition] C. Proposed Additional Floor Area 21,900 sq. ft. D. Proposed Total Floor Area 21,900 s . ft. E. Total Allowable Floor Area 261,644 (Area x •3 [see above table] *If D is larger than E. a variance or revisions to your plan may be needed. Consult with Staff. Site Plan Review application — Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 § 179-9-080 Requirements for Site Plan Ata roval. The Planning Board shall not approve a Site Plan unless it first determines that such site plan meets the following Standards. Please prepare responses to each of the following topics: See Attached STANDARDS A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan. B. The proposed project complies with all other requirements of this Chapter, including the site plan review standards as set forth in Paragraph F of this section, the dimensional, bulk and density regulations of the zoning district in which it is proposed to be located (Article 3 and Table 1), the applicable requirements of all other Articles that apply. C. The site plan encourages pedestrian activity internally and, if practicable, to and from the site with pedestrian paths or sidewalks connected to adjacent areas. D. The site plan must conform to Chapter 136 Sewage and Sewage Disposal, Chapter 147 Stormwater Management Local Law, and other applicable local laws. E. The proposed use shall be in harmony with the general purpose or intent of this Chapter, specifically taking into account the location, character and size of the proposed use and the description and purpose of the district in which such use is proposed, the nature and intensity of the activities to be involved in or conducted in connection with the proposed use and the nature and rate of any increase in the burden on supporting public services and facilities which will follow the approval of the proposed use. F. The establishment, maintenance and operation of the proposed use will not create public hazards from traffic, traffic congestion or the parking of vehicles and/or equipment or be otherwise detrimental to the health, safety or general welfare of persons residing or working in the neighborhood or to the general welfare of the town. Traffic access and circulation, road intersections, road and driveway widths and traffic controls will be adequate. G. Off-street parking and 19oading facilities will be appropriately located and arranged and sufficient to meet traffic anticipated to be generated by the new use. The establishment of vehicle links between parking areas of adjacent properties are provided where feasible. This furthers the Town's goal of reducing curb cuts and reducing congestion. A twenty -foot wide connection is required. If adjacent properties are either undeveloped or previously developed without having made provision for future linkage, then a future connection must be identified and provided for in the site plan under review for such future linkage when the time arises. The Planning Board may require proof that the applicant has made contact with adjacent property owners for purposes of coordinating linkages with adjacent properties. H. The project shall not have an undue adverse impact upon the natural, scenic, aesthetic, ecological, wildlife, historic, recreational or open space resources of the town or the Adirondack Park or upon the adequate provision of supporting facilities and services made necessary by the project, taking into account the commercial, industrial, residential, recreational or other benefits that might be derived from the project. In making the determination hereunder, the Planning Board shall consider those factors pertinent to the project contained in the development considerations set forth herein under § 179-9-080 of this Chapter, and in so doing, the Planning Board shall make a net overall evaluation of the project in relation to the development objectives and general guidelines set forth in § 179-9-080 of this Article. I The provision for and arrangement of pedestrian traffic access and circulation, walkway structures, control of intersections with vehicular traffic and overall pedestrian convenience shall be safe and adequate for pedestrian movement. Pedestrian connections between adjacent sites shall be provided to encourage pedestrian use. J. Stormwater drainage facilities will prevent an increase of post development drainage flows as compared to pre -development drainage flows. Drainage of the site shall recharge ground water to the extent practical. Surface waters flowing off -site shall not degrade any streams or adversely affect drainage on adjacent properties or public roads. Facilities shall be in conformance with the drainage standards of Chapter 147 of the Town Code and the Town of Queensbury Subdivision Regulations where applicable. K. The water supply and sewage disposal facilities will be adequate and will meet all applicable and current requirements set forth by Department of Health regulations and Chapter 136 of the Town Code. L. The adequacy, type and arrangement of trees, shrubs and other suitable plantings, landscaping and screening shall effectively provide a visual and/or noise buffer between the applicants and adjoining lands, including the maximum retention of existing vegetation and maintenance, including replacement of dead or deceased plants. M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. N. The design of structures, roadways and landscaping in areas susceptible to ponding, flooding and/or erosion will minimize or avoid such impacts to the maximum extent practicable. O. The site plan conforms to the design standards, landscaping standards and performance standards of this chapter. 5 Site Plan Review application — Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 134 Dix Avenue Glens Falls NY 12801 Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Response to A-O Standards — Garvey KIA Gallery — 473 Quaker Road The following are responses to questions A thru O of the site plan review standards. A. The project is a new auto dealership in the commercial intensive zone and therefore the project is consistent with the Town's Comprehensive Plan B. The project meets the requirements of 179-3-040 and is compliant with the requirements of this chapter. C. The site is interconnected with adjacent existing auto dealership, there are no other sites near the proposed action. Quaker Road has limited pedestrian and sidewalks in the area of the project. D. The property is connected to the municipal sewer system and conforms to the requirements of chapter 147. E. The proposed use is an auto dealership use in the CI zone and is in keeping with the surrounding area and will have similar aesthetic features to the surrounding properties in the area. F. The project will help eliminate a traffic concern by allowing car carriers delivering to the adjacent VW site to unload at the new site instead of having to utilize the shoulder of Quaker Road as it does currently. G. Off street parking is provided as depicted and the proposed driveway is in conformance with the Town requirements. Connection to the adjacent VW site is also provided. H. Project is an allowed use in the CI zone. I. The site is accessed from Quaker Road, a public road and all utilities come in from to the property from Quaker Road. Connection to the adjacent VW site is also provided. J. Stormwater controls have been appropriately designed. K. Project will be connected to municipal water and sewer, both of which have adequate capacity. L. Landscaping has been provided in accordance with the Town Code, due to the inherent difficulties with snow removal on auto sales lots, the required internal landscaping has instead been distributed around the perimeter of the lot. M. Fire hydrant is located on the south side of Quaker Road across from the project entrance drive. N. Access drives and parking areas have been adequately sloped to sheet drain into shallow swales which are part of the proposed stormwater management system. O. The site plan takes as many steps as possible to conform to all design standards and reduce the environmental impact as much as possible for the project. Proposed lighting will be recessed downcast fixtures with cut-off lenses mounted at the personnel entrances and parking lot lighting is proposed. Y:1Garvey\KIA Gallery\Paperwork\Response to A-O standards -doe § 179-9-050 Checklist -Application for Site Plan Review. Application materials and site plan shall include sufficient information for the Board to review and provide a decision. The applicant is to provide a site plan drawing and all attachments that address items AN. The applicant may request a waiver from AN and is to provide reasons for waiver(s) requested. Please label information to be submitted. REQUIREMENTS Sheet # A. A vicinity map drawn at the scale that shows the relationship of the proposal to existing community facilities which affect SP-1 or serve it, such as roads, shopping areas, schools, etc. The map shall also show all properties, identify owners, subdivisions, streets and easements within 500 feet of the property. Such a sketch may be superimposed on a United States Geological Surve map of the area. The site plan shall be drawn at a scale of forty feet to the inch (1" = 40 feet) or such other scale as the Planning Board may B. deem appropriate, on standard 24" x 36" sheets, with continuation on 81/2 ` x 11" sheets as necessary for written SP-2 information. The information listed below shall be shown on the site plan and continuation sheets. Name of the project, boundaries, date, north arrow, and scale of the plan. C. SP-1 D. Name and address of the owner of record, developer, and seal of the engineer, architect or landscape architect. If the SP-1 applicant is not the record owner, a letter of authorization shall be required from the owner. E. The location and use of all existing and proposed structures within the property, including all dimensions of height and SP-1 floor area, all exterior entrances, and all anticipated future additions and alterations. F The location of all present and proposed public and private ways, off-street parking areas, driveways, outdoor storage areas, _ sidewalks, ramps, curbs, paths, landscaping, walls and fences. Location, type and screening details for all waste disposal SP-2 containers shall also be shown. G. The location, height, intensity and bulb type (sodium, incandescent, etc.) of all external lighting fixtures. The direction of SP-6 illumination and methods to eliminate glare onto Aoinin proprrties must also be shown in compliance with § 179-6-020. H. The location, height, size, materials and design of all proposed signs. Attached 1. The location of all present and proposed utility systems including: SP-2 & 1. Sewage or septic system; SP-3 2. Water supply system; 3. Telephone, cable and electrical systems; and 4. Storm drainage system including existing and proposed drain lines, culverts, catch basins, headwalls, endwalls, hydrants, manholes and drainage swales. Plans to prevent the pollution of surface or groundwater, erosion of soil both during and after construction, excessive runoff J. SP-4 and flooding of other properties, as applicable. A Stormwater Pollution Prevention Plan (SWPPP) for all land development activities (excluding agricultural activities) on the site that results in land disturbance of one acre or more. A SWPPP shall comply with the requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Code. It shall be at the discretion of the Planning Board as to whether a S WPPP or an erosion and control plan shall be required for a site plan review project land disturbance of less than one acre. K. Existing and proposed topography at two -foot contour intervals, or such other contour interval as the Planning Board shall SP-3 allow. All elevations shall refer to the nearest United States Coastal and Geodetic Bench Mark. If any portion of the parcel is within the 100-year floodplain, the area will be shown and base flood elevations given. Areas shall be indicated within the proposed site and within 50 feet of the proposed site where soil removal or filling is required, showing the approximate volume in cubic yards. I A landscape plan showing all existing natural land features than may influence the design of the proposed use such as rock SP-5 outcrops, stands of trees, single trees eight or more inches in diameter, forest cover and water sources and all proposed changes to these features, including sizes and types of plants. Water sources include ponds, lakes, wetlands and watercourses, aquifers, floodplains and drainage retention areas. SP-1 M. Land Use District boundaries within 500 feet of the site's perimeter shall be drawn and identified on the site plan, as well as any Overlay Districts that apply to the property. Site Plan Review application — Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 REQUIREMENTS (CONTINUED) Sheet # N. Traffic flow patterns within the site, entrances and exits, loading and unloading areas, as well as curb cuts on the site and SP-2 & within 100 feet of the site. The Planning Board may, at its discretion, require a detailed traffic study for large developments or SP-3 for those in heavy traffic areas, which shall include: 1. The projected number of motor vehicle trips to enter or leave the site, estimated for weekly and annual peak hour traffic levels; 2. The projected traffic flow pattern including vehicular movements at all major intersections likely to be affected by the proposed use of the site; 3. The impact of this traffic on levels of service on abutting public streets and at affected intersections. Existing and proposed weekly and annual peak hour traffic levels and road capacity levels shall also be given. 0 For new construction or alterations to any structure, a table containing the following information shall be included: SP-2 & 1. Estimated area of structure to be used for particular purposes such as retain operation, office, SP-3 Storage, etc.; 2. Estimated maximum number of employees; 3. Maximum seating capacity, where applicable; and 4. Number of parking spaces existing and required for the intended use. 1. Floor Plans. P. A-1 thru 2. Elevations at a scale of one -quarter inch equals one foot (1/4" = 1 foot) for all exterior facades of the proposed structure(s) A-3 and/or alterations to or expansions of existing facades, showing design features and indicating the type and color of materials to be used. Soil logs, water supply well and percolation test results, and storm water runoff calculations as needed to determine and Q. SP-1 mitigate project impacts. R. Plans for disposal of construction and demolition waste, either on -site or at an approved disposal facility. SP-2 S. Plans for snow removal, including location(s) of on -site snow storage. An Environmental Assessment Form ("EAF") as required by the SEQRA regulations, with Part 1 completed by the Applicant SP-2 T. YES shall be submitted as part of the application. If the proposed project requires a special use permit and an EAF has been submitted in conjunction with a special use permit application, a duplicate EAF is not required for the site plan application. U. If an application iparcel or parcels on which more than one use is proposed, the applicant may submit a single NA application for all such uses, provided the proposed uses are accurately delineated on a site plan drawn pursuant to the requirements set forth above. The Planning Board may grant the application with respect to some proposed uses and not others. For purposes of reviewing an application (and for SEQRA compliance) all proposed uses on a single parcel or on contiguous parcels shall be considered together. V. jA brief narrative statement on how the project proposed for review furthers or is consistent with the vision, goals and policies in the Town's Comprehensive Plan. Site Plan Review application — Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 YES Town of Queensbury Site Plan Pre -Submission Conference Form / Section 179-9-040 1. Applicant Name: Garvey Kia 2. Tax Map ID 3. 4. 5. 6. 303.6-1-4 Zoning Classification C120.4 ac Reason for Review: Location: 473 Quaker Road Applicant proposes an 18,000 sq ft auto dealership building and associates parking, access road and site work. Floor area is 21,000 sq ft. Zoning Section #: 179-3-040 CI Pre -Submission Meeting Notes: Deed General Information complete Site Development Data Complete Setback Requirements Complete Additional Project Information Complete FAR addressed Requirements for Site Plan -Standards Checklist items addressed Environmental Form completed Signature Page completed Provided Outstanding; Please provide by x x x x SP29-2015 x x x Unlisted will need EAF form x Applicant proposes an 18,000 sq ft building footprint with a 21,000 sq ft floor area for auto sales and service facility. The site is to have 83 parking spaces for employees, vehicles for display,vehicles needing work. Additional vehicle display shown on plans to be along driveway access area. The project involves installing site lighting and building lighting - pole lights are proposed at 25 ft waiver requested in lieu of 20 ft pole lights (will need site average). Signage is also part of the project for - free standing to be 25 ft setback - (need free standing sign detail and wall sign detail). Facade color scheme will need to be provided. Project similar to project in 2015 that has since expired. Site Plan for new commercial building in the CI zone. Possible freshwater wetlands permit depending on information for the west side property line. Items reviewed - application from 2015 Items to be updated or provided 1)deed 2) page 4 additional project information Site Plan 29-2015 3) page 6 and 7 checklist - site plan drawings; lighting - site average needed, fixtures needed to be added to plans for wall mounted and pole lights; Signage - details needed for wall sign and free standing sign - if more than one wall sign project will be subject to a sign variance; elevation drawings will need to include color scheme of building; floor plans - main floor and mezzanine area will need to be shown; wetlands - supporting information will be needed to demonstrate the project is not within 100 ft of the wetlands; stormwater management -engineering sign off letter to be included with materials; Environmental Assessment Form - will need to be updated and provided with project. 4) application and attachments to be provided as a pdf prior to any copies. Staff Representative: Laura Moore via email 0911/2022 Applicant / Agent: Date: Signature Page This page includes the 1.) Authorization to Act as Agent Form: 2.) Engineering Fee Disclosure; 3.) Authorization for Site Visits; 4.) Other Permit Responsibilities; 5.) Official Meeting Disclosure and 6.) Agreement to provide documentation required. OWNER'S AGENT FORM: Complete the following if the OWNER of the property is not the same as the applicant Owner: Designates: As agent regarding: Variance Site Plan Subdivision For Tax Map No.: Section Block Lot Deed Reference: Book Page Date OWNER SIGNATURE: DATE: APPLICANT'S AGENT FORM: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party: Owner: Towbar LLC Designates: Ethan Hall - Rucinski Hall Architecture As agent regarding: Variance Site Plan Subdivision For Tax Map No.: Section Block —Lot Deed Reference: Book -239— Pag�, 37111 DaI OWNER SIGNATURE: �.�ir��,,. /DATE: /i% 2.) ENGINEERING FEE DISCLOSURE: Application�y be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Zoning or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed $ 1,000 without notification to the applicant. 3.) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein, the Owner, Applicant, and his/her/their agent(s) hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the application submitted. 4.) OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. It is the applicant's responsibility to obtain any additional permits. 5.) OFFICIAL MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated stenographer tape record the proceedings of meetings resulting from application, and minutes transcribed from those tapes constitutes the official record of all proceedings. 6.) AGREEMENT TO PROVIDE DOCUMENTATION REQUIRED: I, the undersigned, have thoroughly read and understand the instructions for submission and agree to the submission requirements, I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true and complete statement/description of the existing conditions and the work proposed, and that all work will be performed in accordance with the approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents, will obtain a certificate of occupancy as necessary. I also understand that I/we may be required to provide an as -built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy I have reader aWe to the above. Sean Garvey ! /460o� Print Name [Applicant] ate signed Ethan P. Hall v Print Name [Agent] Date signed 9 Site Plan Review application — Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 Short Environmental Assessment Form Part 1- Project Information Instructions for Completing Part 1— Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1— Project and Sponsor Information Name of Action or Project: New KIA Gallery dealership Project Location (describe, and attach a location map): 473 Quaker Road - North side of Quaker Road east of Ridge Road and immediately north of Garvey VW Brief Description of Proposed Action: Construction of new 18,000 SF auto dealership and associated parking lot, access drive and site improvements. I Name of Applicant or Sponsor: Telephone: 518-793-3488 Garvey KIA - Sean Garvey E-Mail: � sean@garveyauto.wm Address: 483 Quaker Road City/PO: State: Zip Code: 112804 Queensbury I New York 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that 1 may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other goverrunent Agency? If Yes, list agency(s) name and permit or approval: NYS DEC SWPPP, Town of Queensbury Building Permit, Town of NO YES ElQueensbury Site Plan review 3. a. Total acreage of the site of the proposed action? 20.02 acres b. Total acreage to be physically disturbed? 6.5 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? _ 24.0 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: 5. ❑ Urban ❑ Rural (non -agriculture) ❑ Industrial m Commercial ❑ Residential (suburban) m Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑ Parkland Page 1 of 3 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A ❑ ❑✓ ❑ ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: NO YES ❑ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation services available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements. describe design features and technologies: NO YES NO ❑ ❑ ❑ YES n NO Fvl 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: NO YES 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: NO YES 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES ❑ ❑ 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: NO YES ❑ ❑✓ ❑ Page 2 of 3 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: ❑Shoreline m Forest ❑ Agricultural/grasslands ❑ Early mid -successional [Z]Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? 16. Is the project site located in the 100-year flood plan? 17. Will the proposed action create storm water discharge, either from point or non -point sources? If Yes, a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: NO I YES mum Rig MIN NN 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment: ❑ Z Storm water treatment ponds 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes, describe: ❑ 20.14as the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO YES completed) for hazardous waste? If Yes, describe:. 7 ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Ethan P. Hall fQ Date: 30 Oct 2022 Signature: C_ 7 ' `""" Title: Architect -Agent for the Applicant PRINT FORM Page 3 of 3 EAF Mapper Summary Report Sunday, October 30, 2022 9:18 AM 'Ob r11' �vak*r Rd Ury i Disclaimer. The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. :, I�antta�E 7orans°o.4' 1' ids Acf n, Rodvn" potion Gkavelletd � pforrdrnrr "tow Ygw Ph$ delph Can EsJapan AEi, a , ,fmirlU§GS,ktemap,it4CREtlEt4TPNRCartEstJapattMETt:BnCtma[HngKord,EsftIN {Qr�; EsrTJa$, VS4i 1�� WWRtibutors, arrM1the GS User Cot�rt�ii ��� �t.1/�ft� i�` e�1�tt.••Y! il�lillf �il�•. Part 1 / Question 7 [Critical Environmental No Areal Part 1 / Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 / Question 12b [Archeological Sites] No Part 1 / Question, 13a [Wetlands or Other Yes - Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or No Endangered Animal] Part 1 / Question 16 [100 Year Flood Plain] 'Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report I Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?" No, or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? ❑ ❑ 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the of a Critical Environmental Area (CEA)? ❑ El 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? ❑ ❑ 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? ❑ ❑ 7. Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? ❑ ❑ ❑ ❑ 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? ❑ ❑ ❑ i _ 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? ❑ 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? ❑ ❑ 11. Will the proposed action create a hazard to environmental resources or human health? ❑ ❑ PRINT FORM Pagel of 2 Agency Use Onl, [If applicable] Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered "moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. X Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) PRINT FORM Page 2 of 2 D-Series Size 0 LED Area Luminaire d'series Specifications EPA: Length: Width: Height: Weight (max); 0.8 ft' (a7 m•' 26" t061 tin} 13" 231 nnl (77 a rnJ 16 Ibs 17.2s kgl rwi l_�i _ 1 i/ll�lllw DSXO LED 4:_jr" r:F DSXO LED Forward 530 530rRA 30K 3000K80 T1S Type !short optics 700 700 mA CRI min,) T25 Type g short 20C 20 LEDs 1000 1000 mA 40K 4000 K (70 T2M Type 11 (one (1 A) CRI min medium engine) g 50K 5000 K (70 T35 Type ill short 40C 40LEDs CRI) (wo AMBPC Amber T3M Tyr Ill medium engines) phosphor Rotated €onwrted: T4M TypelV optics, medium 30C 30LEDs TFTM Forward (one throw engine! medium T5V5 Type V very short T5S TypeV short T5M Type medium T5W Tyieitwide t71 C 0 0LL127F L5 JU 0I047F1.501.10 to y oLL48oF15CULJU sco OSXUS 20CU Usx8N wu to 4P X ➢SXOHS 46CU a owoDtu s PUMBA DUBXU U• LAMAS D68411) U Photocell- SSL WHock (120-27711) ` Photocell- 551. torlst-lock (34191-8 Photocell- SSL twist -lock (48011I ' Shorting cap" house -side shield for 20 LED unit Housa-side shieldfor 30 LED unit Ekrrae-VAST fist 400111111 0itruseddrop leas(pdycartionate)'° 5quam and round pole rin,i sal mounting bracket adaptor Dpedry firdshl mast arm mounting bracket adaplm (Spemhnsh)' " Catalog Number Notes r rype introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life iuminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 40OW metal halide with typical energy savings of 65% and expected service life of over 100,000 hours. EXAMPLE: DSXO LED 40C 1000 40K T3M MVOLT SPA DDBXD LLy 7 -- r 4 :sen.aiA_1¢•,A�rr_tV ni x•.,r_{.n- :r ..�" +`arc`: MVOLT I Shippedincluded Shipped installed Shipped DDBXD Dart; 1204 SPA Square pole PER NEIk141 oMist-lock installed breore 208, mounting receptacle only HS Hause-side DBLXD Blao. 2401 RPA Round pole (r.oControls) , shield" DNAXD Natural Mounting DMG 0-10V dimming SF Single fuse aluminum 2774 WBA Wall bracket driver (no controls)- (120, 277, 347V)'- DWHXD VAhite 3473 - SPUMBA Square pole DCR Durmabieand DF Douhiefinse DD8TXD Textured 480 universal contrahable (208, 240, Bask mounting vaRGkM-(no 48OV) ' blon2e adaptor controls) L90 Left rotated DBLBXD Texturdd RPUMBA Roundpole PIR Moliog sensor, oplics ` black universal 8-16mounting R90 Right DNATXD Textured mounting height ' rotated natural adaptor PIRH Motion5enso6 optics' aluminum Shipped separately 15-30'maunting height" DDL Diffused DWHGXD Texturel KMAB Mast arm BL30 Bi-level switched dropiens white DDBXD U mounfing dimming K% bracket adap- tor(specify 6L50 8innuinswitched finish) dimming, 50%'' DSXO shares a unique drilling pattern with the AERIS"a family. Specify this drilling pattern when specifying pales, per thetabki below. DM19AS Single unit OM29AS 2 at 99' DM20AS 2al160° OM39AS 3at9V « DM49AS 4 at 90° * OM32AS 3 at 129" " Example: SSA 20 4C DM19AS DOUG Ul uthirimholko !•see ai wide aelenwrerpdes, uressorcsarA eG.naortal I001S 'Raid pik Mp. W b, 3 ZVOLIL nimum. -win Apo'rmo ing IRPA}Wy. Tenon Mounting Slipfitter"** J_W ASr20.19D ASTZo-280 AST20-290 AST20-320 A5120-390 ASTM-490 2.77t' AsOS•190 AST2S-280 AST25-290 AST25-320 AST2S-390 AS12S490 r AST3s-190 AST35-ZO AST35-290 A5135-326 AST35-3% AST35-490 .~NOTES -�--- - 30 LEDs (30C option) and rotated options (L90 or R90) only available together. 2 1000mA is not available with AMBPC. 3 AMBPC only available with 530mA or 700mA, 4 MVOLT driver operates on any, line voltage from 120.27N (50760 Ha). Specify, 120, 208.240 or 277 options only when ordering with fusing (SF, OF options). 5 Not available with singleboud, 530 mA product (20C 530 or 30C 530) Not available with DCR, BOO, or BL50. 6 Available as a separate combination accessory: PUMBA (Finish) U; 1,5 G vibration load rating per ANCI C136.31. 7 Must be ordered as a separate accessory; see Accessories information, For use with 2-3/6" mast arm (not included), B Photocell ordered and shipped as a separate tine item from Acuity Brands Controls. See accessories. 9 DMG option for 347v or 480v requires 1000mA. 10 Specifies a ROAM® enabled lumina" wkhO-10V dimnutg capability, PER option required. Not available with 347 or 4WV.. Additlone hardware and services required for ROAM® deployment; murA be purchased separately. call 1.800-442- 6745 or email: sales0roamservices,net, NIA BL30, BL50, PIR, or PIRH. 11 PIR specifies the _- - ` . - control; PIRH specifics the - control; see - : for details- Dimming driver standard- Not available w4th DCR. 12 Requires an additional switched circuit. Dimming driver standard„ MVOLT only. Not available with OCR, 13 Also available as a separate accessory, see Accessories information, HS and DDL are not available together, 14 SkT9le fuse (5F) redves 120, 277 or 3d7 voltage option- Double fuse (OF) requires 208, 240 or 450 v 1 cage option. 15 Requires iuminaire to be specified with PER option, Ordered and shipped as a separate line item from -Acuity Brands Controls. fA4 r.AfL fW1A One Lithonia Way • Conyers, Georgia 30012 • Phone: 8W,279.8041 Fax: 770.918,1209 'U4417WrI.11►4 0 2011-2615 Acuity Brands Lighting, Inc. All rights reserved. Lumen Output Lumen values are from photometric tests performed in accordance with iESNA LM-79-08. Data is considered to be rep esentatrve of the configrations shown, withir, the tclerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. FTL-= 530mA M TiS 2,%4 I 1 0 j 1 j 83 1 3,655 1 0 7 104 3,941 t 0 1 113 T2M 2.902 1 0 1 83 3,652 1 0 1 104 3,937 1 0 1 1T2 TZS 2,959 1 0 1 SS 3,721 1 0 1 l06 4,014 1 0 1 715 T3M 2952 1 0 1 84 3,715 1 0 1 106 4.005 1 0 1 114 T3S 2.923 1 0 1 84 3.679 1 0 1 105 3,966 1 1 1 113 TAM 2,937 1 0 1 84 3,696 1 0 1 106 3,984 1 0 7 114 TSM 3,037 2 0 1 87 3,823 2 0 1 109 4,121 3 0 1 178 T55 3,014 Z 0 0 88 2 0 0 117 4,1" 2 0 0 119 T5VS 3.028 1 0 0 87 2 0 0 109 4.109 2 0 0 T17 TSW 3,044 2 0 1 87 3 0 1 1119 4,130 3 1 0 1 118 TFTM 2.903 1 0 1 83 V4.6M 1 0 1 104 3.939 1 0 2 1T3 2GC (20 LEDs) 700 mA 45W T15 3,599 1 0 1 80 1 0 1 101 4,902 1 0 1 109 12M 3596 1 0 1 80 1 0 1 Too 4.898 1 0 I 109 T25 3,%7 1 0 1 81 1 0 1 102 4.994 1 0 1 Ill T341 3,658 1 0 1 81 4.S% 1 0 1 IN 4,983 1 1 0 2 111 T3S 3.623 1 0 1 81 4S54 1 0 1 101 4.935 1 1 0 1 I10 T4M 3.639 1 0 1 81 4574 1 0 2 ID2 4,957 1 0 2 i10 T5M I 3,764 2 0 1 84 4.731 3 0 1 1D5 5,127 3 0 1 114 T55 1 .810 2 0 0 95 4,780 2 0 0 106 5,189 2 0 0 115 _ T5VS 3,753 2 0 0 B3 4,717 2 j 0 0 luS 5,112 2 0 0 114 TSW 3,772 3 0 1 84 4,741 3 0 1 105 5,138 3 0 1 114 TFLM 3.598 1 1 1 0 1 1 80 4,522 1 0 2 1 100 4,900 1 0 2 109 1D00mA 72W T1S 4.654 1 0 1 65 6,206 2 0 2 86 6,640 2 0 2 92 T2M 4.650 1 0 1 65 6200 2 0 2 86 6,634 2 0 2 92. US 4.741 1 1 0 1 66 6,322 2 0 2 88 6,764 2 0 2 94 T3M 4.730 1 0 2 66 6,307 2 0 2 88 6,749 2 0 2 44 T35 4,69 7 0 1 65 6246 1 0 2 87 6,684 2 0 2 93 UM 4,206 t 1 0 2 65 6275 1 0 2 87 6,714 2 0 2 93 TSM 4.868 3 0 1 68 6,490 3 0 1 90 6,945 3 0 1 96 T55 4,926 2 0 0 68 6,568 2 0 0 91 7,028 2 0 0 98 T5VS 4,853 2 0 0 67 6,471 2 0 0 90 6,924 3 D 0 96 T5W 4,878 3 0 1 68 6.504 3 0 2 90 6,959 3 0 2. 97 TFTM 4,652 1 0 2 65 6.203 1 0 2 86 6.637 1 0 2 92 530 mA 68W T75 M79 1 0 1 82 7,019 2 0 2 103 1 7,565 2 0 2 111 T2M S,574 2 0 2 82 7.012 2 0 2 193 7,558 2 0 2 111 T25 5,683 1 0 1 84 7.150 2 0 1 105 7,706 2 D 2 113 T3M 5,670 1 0 2 83 7.133 2 0 2 105 7,688 2 0 2 113 T35 5,615 1 0 2 83 7,065 2 0 2 104 7.614 2 0 2 112 UM 5,641 1 0 2 83 7,097 2 0 2 104 7.649 2 0 2 112 T5M 5,835 3 0 1 1 86 7,340 3 0 1 108 7.912 3 0 2 116 T5S 5,905 2 0 0 87 7A29 3 0 0 109 8,007 3 0 1 118 T5VS 5,817 2 0 0 86 7,318 3 0 0 103 TUB 1 0 2 116 TSW 5,841 3 0 1 86 7,355 3 0 2 108 7.928 3 0 2 117 TFTM 5,576 1 0 2 1 82 7.015 1 0 2 103 7,561 2 0 2 ill 40C (40 LM) 700 mA 91 W T15 7,074 2 0 2 78 8,930 2 0 2 98 9,619 2 0 2 106 T2M 7,068 2 0 2 78 8,922 2 0 2 98 9.610 2 0 2 106 US 7,207 2 0 2 79 %097 2 0 2 100 9.798 2 0 2 108 T3M 7,190 2 0 2 79 1,011 2 0 2 100 9.776 2 0 1 2 107 T35 7.121 2 0 2 18 8,988 2 0 2 99 9,682 2 0 2 106 T4M 7,153 2 0 2 79 9,029 2 0 2 1 99 9.726 2 0 2 107 T5M 7,399 3 0 2 et 9,339 3 0 2 1 103 10.060 3 0 2 111 T55 7,488 3 4 0 82 9,452 3 0 1 104 10,181 3 0 1 112 TSVS 7.377 3 0 0 81 9,311 3 0 1 102 10,030 3 1 0 1 110 T5W 7.414 3 9 2 81 9,959 4 0 2 103 10,080 4 0 2 Ill TFTM 7,971 1 0 2 78 8.926 2 0 3 98 9.614 2 0 3 106 1000 mA 138W T1S 9,557 2 0 2 69 12,020 2 0 2 87 12.W 3 0 3 94 T2M 9,948 2 0 d 69 1:,009 3 0 3 87 72.946 3 0 3 94 T25 9,735 2 0 2 71 1U45 3 D 3 89 13.199 3 0 3 96 T3M 9,713 2 0 2. 7D W17 2 0 3 89 13,169 3 0 3 95 BS 9,619 2 0 2 70 12 D99 2 .4 88 13,042 2 0 2 95 T4M 9,663 2 0 2 70 12,154 2 0 1 3 88 13,102 2 0 3 95 T5M 9,995 3 0 2 72 1Z,571 4 0 2 p 91 13,552 4 0 2 98 US T0,115 3 0 1 73 12,713 3 0 1 j 92 13,715 3 0 1 99 TSVS 9,965 3 0 1 12 12,534 3 0 1 91 13,511 3 0 1 98 TSW 30,015 4 0 2 73 12597 4 0 2 41 13,579 4 0 Z 98 TFTM 9,552 2 0 3 69 R.015 2 0 3 87 R,951 7 0 ], 94 Note: Available with phosphor -converted amber LED's (nomenclature AMBRC). These LEDs produce light with 97-%>530 rim. output can be calculated by applying a 0.7 facto to 4000 K 4umen values and photometric files. f11r," AU '►IA One Lithonia Way • Conyers, Georgia 30012 • ?hone_ 800 2791,8041 • Fax: 770.918,1209 DSXD-LED J LI4,jVr"j�7 0 2011-2015 Acuity Brands Lighting, Inc, All rights reserved. Rev. 02/23/15 Lumen Ambient Temperature (LAT) Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures ham OAM (32-104'H. 120 208 240 277 347 480 01C 327 102 �4 530 35 0.34 0.22 011 0.20 -- -- le'C 50'F 1.01 20C 700 45 0.47 0,28 0.24 D-22 0.18 0.14 10a4 72 tie 0.45 0,39 0.36 016 0 i6 20'C 68'F 1.00 530 52 0.51 0,31 018 0.25 - •• 251C 77'F 1.00 30C 700 70 0,72 0,43 01 37 034 1.11 9,19 30'C 861F 7.00 long 104 1.1i 064 "1 49 0!7 0.34 4D'C 104'F 0.99 111 68 1 0,71 0AI 036 033 015 0.19 40C 700 91 0.94 055 0.48 0,42 033 0.24 1000 138 1 1,45 0,84 0.73 0,64 069 050 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25'C ambient, based on 10,W0 hours of LED testing (tested per IESNA LM4O-08 and projected per IESNA TM-21-111. To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 2SA00 S0,000 100,000 MOLE020C soap 1 0.9) 0.94 0.90 0520 LED 40C 1000 1 0.94 0,90 024 OSl(O EEQ 40f 70. t a99 o.9a 9.96 r i. To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's Isofootcandle plots for the DSXO LED 40C 1000 40K Distances are in units of mounting height (29).. LEGEND 4 3 2 1 0 1 2 3 a t S 2 t 0 1 2 3 4 4 3 2 1 0 1 0.1 ft r i 3 ' ■ 0.5 fc 2 .. _.- 2 z -0 fc u 4 a .3 tea.. ---.✓^`-ter C A e 4 q d �- FEATURES & SPECIFICATIONS INTENDED USE 100,000 hours with <1%failure rate Easily serviceable 10kV or 6kV surge protection device The sleek design of the D-Series Size reflects the embedded high performance LED technology. It meets a minimum Category C Low operation (per ANSVIEEE C62 41,2). is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and INSTALLATION #raetscepes• Included mounting block and integral arm facilitate quick and easy installation, Stainless CONSTRUCTION steel bolts fasten the mounting block securely to poles and walls, enabling the D-Senes Size 0 Single -piece die-cast aluminum housing has integral heat sink fins to optimize thermal management to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Senes Size 0 utilizes through conductive and convective cooling Modular design allows for ease of maintenance and the AERIS'4 series pole drilling pattern. Optional terminal block, tool -less entry, and NEMA future light engine upgrades. The LED driver is mounted in direct contact with the casting to photocontrol receptacle are also available promote low operating temperature and long life Housing is completely sealed against moisture LISTINGS and environmental contaminants (IP65). Low EPA (0.8 htj for optimized pole wind loading. UL Listed for wet locations, Light engines are IP66 raced; luminaire is IP65 rated. Rated for FINISH -40'C minimum ambient. U.S Patent No. D672,492 S. International patent pending Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish Consortium®1DLC g g ) qualified product. Not all versions of thisP roduct may that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage DLChas qualified. Please check the DLC Qualified Products List at _, _ :"to process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate oDesl confirm which versions are qualified. co changes without cracking or peeling Available in both textured and non -textured finishes, 1 WARRANTY OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, [ Five-year limited warranty. Full warranty terms located at: _ _ _ _ _ _ -1-1 "--�. �. _ _S -" � - uniformity, and pole spacing. Light engines are available in standard 4000 K p0 minimum CRP or ' ', , `r " optional 3000 K (80 minimum CRI) or 5000 K (70 CRI) configurations, The D-Series Size has zero Note: Actual performance may differ as a result of end -user environment and application. uplight and qualifies as a Nighttime Friendly" product, meaning it is consistent with the LEEDO All values are design or typical values, measured under laboratory conditions at 25'C and Green Globes!" criteria for eliminating wasteful uplight. Specifications subject to change without notice. ELECTRICAL Light engine(s) configurations consist of high -efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L96/100,000 hours at 25'C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 'AL/J1WZ7J A'A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800,279,8041 • Fax: 770.918.1209 DSXO-LED LIONrl" VG, 0 2011-2015 Acuity Brands Lighting, Inc- All rights reserved. Rev.02/23/15 Fl D-Series Size 2 LED Area Luminaire V ^ „ur Specifications _ = EPA: 2,0 ft' 0'4:-n r f� W Length: 40-, Width: 15" Height: 7-114" I M ) Weight 36 Ibs (max): rr6 3 kg) Catalog Nur: b=r 1?Nores Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long - life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. The Size 2 is ideal for replacing 400-1004W metal halide in area lighting applications with energy savings of up to 80% and expected service life of over 100,000 hours, s`!`! _ ,, . EXAMPLE: DSX2 LED 80C 1000 40K T4M MVOLT SPA DDBXD DMILF9 -: 'F DSX2 LED Forward optics 80C 80LEDs (four engine) IODC 100LEDs (four engines) Rotated optics' 90C 90LEDs 530 S30mA 700 700 MA 1000 1000 mA (1 A.) 30K 3000 K 40K 4000K 50K 5000 K AMBPC Amber phosphor converted Shipped installed PER NhMA twist -lock receptacle only (no controls) PER5 Five -wire receptacle only (no controls) PERT Seven -wiz receptacle only (no controls! DMG 0-14V dimming driver (no controls)' DCR Dimmable and controllable via ROAM°(no controls)" DS Dual switching' PIRH Motion sensor, l5-30' mounting height;' Template #8 Top of Pole a) cl56I^ C I . i 9SA2 shares a uNqueddFng parken whir tha AERMI famill, Spindly Us drilling paUem Oral spetifying pules, per the [able below. 1011,119AS Single unA 1IM29AS 2 at fir * 01112BAS 2at180' CM39AS 3990" OM49AS O at 0[r DM32AS 3 at l2r — EmripJz: SSA M 4C OM19AS OUSAD Visit LaEonia bghurg's tosee o,: •.code se:arron of oozes, accessories and educational !ants. 'Round pole top must be 325" O D..•rir+mun • ;For round pore •noun1719 (RIM oei). T1S Type I Short TFTM ;orwaid Throv7 Medium US Type It Shot T5VS Type V very SncC T2M 71pe II Medium TSS TyoeV Short T35 Type III Short T5M TypeV Medlum T3M TypeIIIMedium 15W F7peV',1ide T4M Type IV Medium OL30 Bi-Wswrtchcda m1wig,10% BC50 81•kvel sxit(hell tkrtxtling,SO%aa PNMTDD3 Pair tnight,CEM L41dMin'7 PNMTSD3 Part rtigliLlhm5ilts - PNMTfiD3 Part"L6[mbluso PNMT7D3 Pattnight. dim IIII " Controls Sc Shields DLL127F1510 Photocell-SSLtwisNock(120-27M DLL347H.Sou1O Photocell - SSLtwisl-Iodt 04711)1 M m DLL48OF 1.5(UL1U PhotaeN-55Lhvist-lads (480V)" SCU flp� u D5x2H5800041 51horting cap^ itunrtlyde9%eldRniOtCOmit 05)(211590C1.1 House3*,Aeld for90 LED unit tt OSxIHS 1One u Ha1se-sakshiddfor 100 LED wit PUMBA DOBxO U' rp square and round pok univnsal mounting bracket upedly rudsh) G KMAB ppBxDO Mast arm nrounting braketadaptor (speufyfinish) '=a more can±:❑r aoha.:s..isit and annna Tenon Mounting Slipfitteill 2-3/r AST20-190 A5120-280 AST24290 AST20.320 AST20-390 AST20490 2-718" AST25-190 AST25.280 ASTIS-290 AST25.320 A5T25490 AST25-490 47 45135-1" AST35-280 AST35-290 AST35-320 AST3S-399 AST35490 MVOLTI Shippedincluded 120, SPA Square pole mounting 2082 RPA Round pole mounting 240' WBA Wall bracket 277' SPUMBA Square pole universal mounting adaptor 347 RPUMBA Round pole universal moummg adaptor 490 Shipped separately KMAS DDBX➢ U MdSt arm mounting bracket adaptor (specify finish) ' Shipped installed HS House -side shield'' SF Single fuse 1,120, 277, 347'd) ' DF Double fuse (205, 240, 48OV)' L90 Leh rotated optics R90 Right rotated optics DDBXD Darkbronze DBLXD Black DNAXD Naturalaluttxnum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured while NOTES 1 Rotated R9M required for 90C. 2 MvW, driveropHamsan suit line voltage from 120-277V (50160 Ha). Single fuse 5Fl requires 1A.. 277 Or 30 voltage option. Double fuse (DF) requires 208, 240 or 490 voltage option. 3 Available as a separate combination accessary: PUMBA (finish) U. Round pole must have a" O.D. minimum; 1.5 G vibration load rating per ANCI C136.31. 4 Must be ordered as a separate accessory: see Accessories information. For use with 2-3/8" O.D. mast arm (not included). 5 Photocell ordered and shipped as a separate Iine item from Acdity Brands Controls. See accessories Not available with DS option. 6 IF ROAM® node required. it must be ordered and shipped as a separate lire item from Acuity &andsConvnrs. NOTaraAabr4 wrds OCR. 7 34F or 490 waftage, elation nth OMG rapinras TOM I*A. 8 Wfissa•R®Ahe amrabled romieare with 0.1W dimneng capabi'ity; PER option required Addditmp>i hardvm ands mcntMwodfwgOAMOdapioyment,mustbepurchased separately. Call 1-8V-442.6745 or email: saleserosmservices net. Not available with PIRH, OS, BL30, BL50, PER5, PERT, or partn'ightoptio (PNMTxxx). 9 Provides 50/50 luminaire operation via two independent divers on two separate circuits. Not available with 80C 530, 90C 530. PER, PER5, PER7, DCR. 0130, BL50, or oar night options (PNMT=), 10 Requires an addiii onal switched line, - 11 Specfes the " '. ` - control; see tar dataRs. Dimming dr+w sbrrctard. Notable with 81.30, BL50 or DCR. 12 Dimming driver standard, Notavailable with DCR, 05, or PIRH. 13 Also avaflgble as a separate ect¢tsory; see Accessories information. 14 Reatires aksmI%aire to be specifted with PER. PER5 or PER7 option. Ordered and shipped as a separate line item from Acuity Bands Controls L17' lOMIA One L ithonia Way a Conyers, Georgia 30012 • Phone- W0.279.8041 e Fax: 770 918,1209 0 2011-2015 Acuity Brands Lighting, Inc All rights reserved. Lumen Output Lumen values are from photometric tests performed in accordance with IESNA L.M.79.08. Data Is considered to be represe,tatve of the configurations shown, within the to lerzrces allowed by L ugh; rg Fats connttaac`t factory for Performance data on any configurations not shown here. Amal ra rl Ls_ T75 f 12$ 14411 I 3 SO@.1 1S.360 3 0 .- -3 115.7 . 154tS 1 1 R 3 1179 15.137 3 I 0 3 1133 15.156_, 3 Ill3 ' 11L9 15123 .. 3 3 0 0_ 3 3_ 3 4_ . = ' t13 ]Si - I13.3--_T0.554 119� 14.571 1133 1n 5:. 7 0 2 1114 7 I 0 2 77.0 530mA ` 80( 700 mA (80 LEDs) 100D mA _ ` 530mA 100CT (100LEN) NOW 137W 14,372 3 0 1 3 106.21 15.071 11 3 3 4 - 0 0 2 2 2_ 1 3 D 6 0_I D 2 1 772 pM T3S 14-144 74165 3 3 0 D 3 11063 3 ISIp2 106.1 IS 069 _Z 2 2 77.D 77.1 77.0 T3M 1 14193 1 3 0 4 1063 75.044 3 4 _.. 4 tt3.1 75.153 13 113-5 . 10569 3 0 4 113.3 : 10S47 T4M 1 13.736 3 0 4 102_4 11 15067 i I 1 0 4 1129 15.T21 3_ 0_ 4 114.9 . i 400 _ 5_ 0 1 ?79.4 1i493 1 4 0_ 2 7143 1k985 5 0 3 1l 15 9D$ D' 2 104 3 0 4' 115.4 10.741 TFTM 14.424 3 0 4 1080 15.345 .-- 11221,93fi 5 0 1 _ 119-8 11.155 0 0 8L4 0 I 4 0 2 119.7 11,149 3 i 0 0 81.4 �TSVS 0 Z 1TZ.1 15927 0 3 11 Tb 15.851 5 0 3 _3 t t 96 3 Q Z 81,D T51Y H 713 5 0 3 11 D1 . 15.652 _5 _ _ 3 3 3 3 3 3 3 5 4 S 3 3 3 3 3 3 3 i S 5 S 5 3 3 3 3 3 3 1 3 5 4 S 5 3 3 3 3 6 0 .. D 3 117.,' 15 709 3 104,4 19.158 3 102.4 18.805 5 3 0 13 0 3 117] 1Q4.7 10 457 1 342 3 Z P 0 l 7 80.0 71.1 188W I 282 W 175W 360W TtS 17944 3 0 3 1 98.1 . 12,089 3 0 1 3 7RZ.8 13.71b Z 0 2 69.$ T25 17 73 3 0 3 963 10738 1 T2M T35 T3M T4M 111M TSK TSS 1 TSM TSW T75 T2S T2M T3S Tim T4M THM Ts".52 155 15M TSW T15 T25 T7M T35 T3M T4M TFTM ISVS TSS TSM TSW T1S i25 T2M T35 17.643 17.604 17 639 I7 P71 T7924 fi77 14607 18518 T8.286 24.339 23,891 21 31 23579 23.925 3155 24.315 25.238 5.118 24,803 17 542 17,268 17.297 T7.259 17.293 . 16.73E 17, 775 18,Z52 18,242 1 ii 17927 12,078 2101 21707 21.660 3 3 3 3 3 5 4 5 5 3 3 3 3 3 3 5 5 5 5 3 3 3 3 3 3 3 5 4 5 5 3 3 3 ': 3 0 0 0 R 0 0 0 0 0 0 0 i Q 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 4 0 0 0 0 0 4 0 3 3 4 4 4 1 2 3 3 3 3 1 3 3 4 4 4 1 2 3 4 3 3 3 3 4 4 4 1 2 3 3 3 3 3 3 945 1 769 963 181Z8 MA 16 76a 933 18i2S 98.0 19.071 1078 19.80S 101.7 19794 101.2 t9.7p0 10110 19.453 QS - 75897 83.4 I 75416 84.1 2i458 839 15403 94A 25.451 1 813 25.199 r 85A Z5.867 88J 26.864 88.6 26,949 88.2 1 2 777 97.1 ; 26.3@6 1033 1 IS ID1? 18.379 1015 18.. 7 IOi3 18;47 1015 18.397 981 lal% 103.2 18647 107.1 19.417 107.1 i 19,40E 1067 19314 105.2 19.071 97.1 21 87 95.4 23.D55 95.5 23.093 953 23.043 D 0 0 4 0 Q 0 D 0 0 0 0 0 0 4 i 0 0 0 0 6 0 0 0 0 0 0 0 0 D Q D 0 0 R R 3 102.E 16836 3 M4 1 745 4 102.E 18,137 4 1D2.4 1 79j 4 104.3 19119 1 108.3 19,87E 2 108.2 19.86E 3 10T.7 1977t 3 106A I 19.523 1 3 90B 25.985 1 3 84.3.. 25.`,O7 4 89.4 25_`.-50 i 3 892 ' 25.494 s 4 WA I a 544 1 4 89d ZS 490 4 90.9 25.960 1 94,4 26.960 2 94.3 26.946 3 93.9 26.817 4 92) 26.481 3 109.8 18.702 3 107.8 18.43E 3 108.0 I@.46? 3 107.8 1421 4 108.0 1 461 4 1073 18424 4 109.1 1 764 1 114.0 19487 2 113.9 19,476 1 3 II3.4 19 t83 3 T719 19.140 3 103.3 23.571 3 101.4 7U37 i "A 73176 3 101.4 23126 3 3 3 3 3 5 4 10 5 S 1 3 3 3 3 3 3 3 5 5 5 3 3 3 3 3 3 3 5 4 5 5 3 3 3 3 0 0 0 0- 0 0 0 0 D 0 D' 0 0- 0 0 0 0 0 0 0 i 0 0 R 4 0 0 0 0 0 O 0 0 0 3 3 a 4 4 t 2 1108E 3 I 3 3 3 4 3 4 4 4 1 3 . 4 3 3 3 3 4 4 4 1 Z 3 3 j 3 3 3 3 103A t02 8 103.0 102,7 104.6 10@.7 tp8.1 1067 91,3 89,E 84.7 99.5 897 89S 9.2 94I 947 1 7 D 2 108.2 108.4 108J 108.4 108.1 110.1 114.4 1143 113.8 112,3 143.I 419 02 Q 101.8 13138 13.110 13.135 lit 13.349 13864 13.85E 1379D 13,617 18.16 17.791 ll21 17782 ll @17 iR,107 16805 1 10S 13100 ; 14859 to 881 72.853 12,878 13,088 13.088 13592 13,584 1 13.SZ4 11350 tb441 ta16S 16,130 2 2 2 l 2 3 3 3 4 2 3 3 2 3 2 1 3 4 1 2 2 2 2 Z 2 2 3 3 3 4 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 Q 0 P 0 0 D 0 0 0 2 2 1 3 2 2 1 7 2 2 Z 3_ 3 3 3 1 2 2 2 Z 2 3 2 2 1 T 2 2 2 3 2 69.9 691 69,9 69,7 71,0 739 73,1 73.4 ?L4 64-3 633 63.2 b3.2 64.Z 66.6 663 14 9 735 73.6 13.4 73.6 74.4 74R 77,7 77.6 773 763 70,9 69.7 15 T3M TOM TFTM T5V5 TSS T5M BIN 71S 11S T 135 i 2170Z 21004 2205E 17 906 22 894 22.784 V-498 2 465 79.157 7930E 2'1.713 1 3 3 3 5 4 5 1 5 3 3 3 3 0 0 0 Q 0 p 0 0 0 4 D 4 4 4 1 ? 1 3 3 3 3 3 3 955 92.4 SIM 100.8 104,7 100.3 99.0 601 81.9 8Z.1 81.) 3 088 73.039 d4A 24368 24 SS 24.239 13.935 31708 31,125 31.177 31.109 3 1 3 5 4 5 5 3 3 3 R 0 0 0 0 0 0 0 0 D 4 4 4 4 1 2 3 3 3 3 3 d 101.6 101A 103.2 107,Z 107,2 106.7 1053 991 @7.7 $6.6 87J 23171 23.122 Z3.544 24 456 2a 442 1 24,32E 24.021 074 31.37 31_�89 31,221 3 3 3 5 4 S 5 3 3 3 3 0 0 0 Q 0 0 0 0 0 0 0 4 4 4 1 2 3 3 3 3 3 3 Wo 101.7 103.61 107.4 107.E 1070 105,7 89.4 875 87.E 87A • 1§ 161 ; 16,117 1 425 37 048 17.048 16967 16154 196 21Al 21.?74 21776 2 2 2 3 3 4 4 3 3 3 3 0 0 0 0 0 1 D 0 0 0 0 0 3 3 Z t 1 1 2 2 3 3 3 3 69.7 69.5 105 73 5 73 5 73.1 72.2 61J 60S 60.E 6D.5 I3M T4M *TM T5V5 T55 29299 2R356 29,777 30,924 30908 3 3 5 4 0 0 0 0 0 4 4 4 1 2 819 78.9 83A 86,6 865 31,170 11.10¢ 116M 1? 848 37.N8R 3 3 3 5 4 Q p 0 p 0 4 4 4 1 Z 860 86.2 88.1 9Z9 913 31.28Z 31.276 37J9Z 33.OII 3 ?99 3 3 3 S 4 0 0 0 0 0 4 4 4 �l 2 3 3 87k 14 0.0 92.4E 1 9j.4 21119 2f773 2 US 23,029 i 2301E i 3 3 4 4 0 0 Q D 0 3 3 3 t i 60.6 60.5 61E 64.0 63.4 T5M TSW 30 760 00 7-4 5 5 0 0 3 3- u 86 l 85.R 32123 3 113 S 5 0 0 3 3 92.2 41.2 32.841 32,429 5 S Q 0 92.0 90.8 22 906 2Z.6t4 4 4 0, 0 2 2 S}.6 62.8 L17HOMA One Lithonia Way • Conyers, Georgia 30012 • Phone- 80D,279 8041 • Fax: 770 918,1209 DSX2-LED 0 2011-2015Acti ty Brands Lighting, Inc. All nghts reserved Rev.02124/15 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40'C (32-104'F). s.° r OK 32°F 1.04 10°C SO'F 1,02 20"C 68°F 1.01 2S"C 77°F 1.00 30°C 86°F 0.99 40'C 104`F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25•C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-8008 and projected per IESNA TW21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating flours below. For other lumen maintenance values, contact factory. Electrical Load �.: • • i 120 208 240 277 347 480 530 L282W W 1.15 066 053 0.51 339 0,28 >!0. 700W 158 0.92 0.81 073 055 PAI 1000 2,37 1.35 Lis 1.04 0.83 0.61 - 530 17SW :A ON 076 068 051 0,38 100 700 232W .95 1.33 0.99 O88 067 0,49 7000 360w 3.03 172 1,49 1) 105 077 25,000 50,000 109,000 D51t2 UI)W 7000 1,q 0.95 0.92 0.86 DSX210 f0iK7W 1.0 0-98 0.97 0.% On LED 100001110 1.0 0.94 0.90 %84 To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's Isofootcandle plots for the DSX2 LED 80C 1000 40K. Distances are in units of mounting height (30')- LEGEND 4 J 2 1 ° r z Ja J 2 t o 1 2 J 4 0.1 fc 4 - 4 3 � J ■ 0.5 fc j/�-^ 7♦ 2 _ i 1.0 k 0 2 -2 J •J a FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Area Size 2 re8ects the embedded high performance LED technology. It is ideal for applications like car dealerships and large parking lots adjacent to malls, transit stations, grocery stores, home centers, and other big -box retailers CONSTRUCTION Single -piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling- Modular design allows for ease of maintenance. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (2.0 ftT) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering, A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non -textured finishes. OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 30M K, 4O )F, or SOW K 00 CfM configurations. The D-Series Size 2 has zero uptight and qualifies as a Nlgltittme Friendly - product, meaning it is consistent with the LEEDe and Green GlobeO cMisnia for eliminating wasteful uptight, a � t< _z _z d y v E ELECTRICAL I Light engine configurations consist of 80, 90 or 100 high -efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L96/100,000 hrs at 25`C). Class 1 electronic drivers have a power factor >90%, THD <20%, and an expected life of 100.000 F hours with <1%failure rate. Easily -serviceable surge protection device meets a minimum Category i C Low operation (per ANSI/IEEE C62 41 2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation, Stainless steel bobs fasten the mounting block securely to poles and walls, enabling the D-Series Size 2 to withstand up to a 2.0 G vibration load rating per ANSI C136.31. The D-Series Size 2 utilizes the AERIS- series pole drilling pattern (Template #8) NEMA photocontrol receptacle Is available: LISTINGS UL Listed forwet locations. Light engines are IF66 rated; lummaire is IP65 rated. Rated for -40'C minimum ambient. U.S. Patent No- D670,857 S- International patent pending. Design Lights Consortium® (DLC) qualified product. Not all versions ofthis product may be DLC qualified. Please check the DLC Qualified Products List at _-s to confirm which versions are qualified WARRANTY Five year limited warranty. Full warranty terms located at NOTE: Actual performance may differ as a result of end -user environment and application All values are design or typical values, measured under laboratory conditions at 25'C Specifications subject to change without notice. ■4/rHON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800279.8041 • Fax: 770.9181209 "'G.A %rI/�54 0 2011-2015 Acuity Brands Lighting, Inc. Ali rights reserved, DSX2-LED Rey,02/24/15 Specifications Luminaire WST LED Architectural Wall Sconce caralog Number Notes _� Type Introduction The classic Architectural Wall Sconce is now ed available with Trion only. available with the latest in LED technology. The 1ptian result is a long -life, maintenance -free product with typical energy savings of 75% compared to metal Optional Back Box (BB{N} halide versions. The integral battery backup option Height: 7-1/4" Height: 4" provides emergency egress lighting, without the (18.4 cm) (10 2 cm) Width. 16-1/4" Width: 5-1/2" use of a back -box or remote gear, so installations (41.3cm) (14.0cm) maintain their aesthetic integrity. Depth: 9-1/81, Depth: 1-1/2" (231 cm) (3.8 cm) p g The WST LED is ideal for replacing existing50- Weight: 17 Ibs For374" NPT_p_ 175W metal halide wall -mounted products. The (7' kg) W — - side -entry -� expected service life is 20+ years of nighttime use. �— `vi!1vcr ' conduit _�� _"_ C H W= . -IFEXAMPLE: WST LED 2 1 OA700/40K SR3 MVOLT DDBTXD WSTLED WSTLED I 1 One engine (10 LEDs) 2 Twoengines (20 LEDs) 700 mA options: SR2 Type 0 MVOLT Shipped included Shipped installed DDBXD Dark bronze 1OA700/30K 3000K 5113 Type 01 1201 (blank) Surface mount PE Photoelectric cell, button type r' DBLXD Black IOA700140K 4000K SR4 Type N 208' Shipped separately SF Single fuse (120, 277, 347V)' DNAXD Natural aluminum IOA700150K 5000K 2401 BBW 5urface-mounted OF Double fuse (208, 240, 480V) r DWHXD White 2771 back box DMG 0-10Vdimming driver (no controls) DSSXO Sandstone UTS Ilptlt 5 degrees ELCW Emergency battery backup B DDBTXO Textured dafkNonze 347 WtU We location doorforup orientation' DBLBXD Textured black 480 PIR Motion/ambient light sensor' DNATXD Textured Ratural aluminum Shipped separately DWHGXD Textured white YG Vandal guard DSSTXD Textured sandstone WG Wire guard Emergency Battery Operation The emergency battery backup (ELCW option) is integral to the luminaire - no external housing requirecil This design provides reliable emergency operation while maintaining the aesthetics of the product Ail ELCW configurations include an hndiapendent secondary driver with an integral relay to immediately detect AC power loss. Dual light engines are w-Ked in parallel so both engines operate in emergency mode and provide additional component redundancy. These design features meet various interpretatKms of NFPA 70MC 2008 - 700.16 The amargancy battery win power the l orrimp re for a minimum duration of 90 minutes (maximum duration of three hours) from the time supply power is tost, per International S Wing Code Section 1006and NFPA 101 Life Safety Code Section 7.9, provided luminaires are mounted at an appropriate height and ileurnhato an open space with no major obstructions. The examples at right show illuminance 8, MH of 1 fc average and 0.1 fc minimum of the single -engine Type IV product in 14 emergency mode. WST LED 1 10A700(40K SR4 MVOLT ELCW 10' x 10' Gridlines Wand 12' Mounting Height Oj t/T"AUFAVIA z/Aff 7 r/ma. -.s NOTES 1 MNOLT drover oparates on any line vol from 12a277V (So160 HO. Sf, -Ay 120, 208. 240 or 277 options only when ord*hg with photocell (PE opuaril or fusing (SF DF options). 2 May also be ordered separately as an accessory. Ex: WSBBW DDBXD U. Must specify finish. 3 Must be ordered with fixture; cannot be field installed. 4 Not ava *10 with MVOLT option. Button photocaft(PE) cart be ordered with a dedicated voiwga op v Single fuse fSF) requires 120. 277 or 347 vattaga option. Double (use (OF) requires 208, 2 or 480 voltage option, 5 Not available with 480V option. Not available with motion/ambient light sensor (PIR). 6 integralbatterypack is rated for -20° to 60"C operateg temperature. ELCW warranty is 3-year period. g avm'labte with 347V or 480V Not available with WLU. 7 WLU not available with PIR or ELCW. 8 Specifies the SensorSwitch SFOD-7-ODP control (photocell included); see Motion Sensor Guide for details. Not available with 'PE" option (button type photocel0. Dimming driver standard. Not avaflaple with WLU, VG or WG. One Lithonia Way • Conyers, Georgia 30D12 • Phone: 800.279.8041 • Fax:770,918.1209 • www.lithonia.com ® 2011-2014 Acuity Brands Lighting, Inc, All rights reserved. Performance Data JA Lumen Output tsmean vakresae fran phoaomolnc testspwiot stasordance with IESNA LM-79-08, Data is considered to be representative of :he tottFxjxaatitxu shwa+. vathh 4ha talaranc al'owed by Lighting Facts. Actual xrattage may differ by +l-11%when operating betvrevrt 12D4WV t1. 1096. Aetuatpotfonnatiea may tLEfrr as a result of end -user environment and application. SflZ iJm t u i al 1 700 10A70W—K 24W `Sff3 J ZA39_ 1 0 1 84 (latf0s) -Sfl4 1 1,959 1 7 1 0 1 82 SJu 3,944 1 0 1 84 — 2 700 10AT001—K 47W SR3 4,02a 1 0 1 86 - 120LEDSI SR4 3,851 1 0 1 82 1 See electrical load chart for 347/480V system watts - Lumen Ambient Temperature (LAT) Multipliers Use these Factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F) 0°C a 1.10 10°C TW 20°C 1.02 2s°f 1.00 30°C 0.98 40°C F 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the WST LED 2 t0A700 pla Melt based on 27 10,000 hours of LEO testing (tested per IESNA LM- er 88 and projected To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below For other lumen maintenance values, contact factory. SI 2W sow 1011 r.0 � 0•A� a.r7 Electrical Load fit YC6- 248 2t7 3.rs' 40 24W 024 0.14 0,12 M 1 700 1 29W r - _ _ 009 — 0.07 47 W I OA4 027 023 020 7 700 i 53W' i 117 0.12 t 1 Higher wattage is due to electrical losses from step-down transformer - To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's WST LED homepage. Isofootrandle plots for the WST LED 2IOA700140K SR2, SR3, and SR4. Distances are in units of mounting height 02'1_ LEGEND • t 7 i a 011 is t ■ o 0.5 fc r z 1.0 fc o 4 t ' t - 1 c g � � - a c ; 4 A _ _ FEATURES & SPECIFICATIONS INTENDED USE The classic architectural shape ofthe WST LED was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long fife LEDs and driver make this luminaire nearly maintenance -free. CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine hest sinks and promote long life '11* driver is mounted in direct contact with the tastatg for a low operating temparature and long Life. The die-cast door frame is fully gasketed rwth a onto -piece solid silicone gasket to keep am moisture and dust, providing an IP65 rating forthe luminaire. FINISH Exterior pan* are protected by a ante mfused Super Dtuabte TGIC thermoset powder coat finish that provides superior rep%t orno to corms on and weathering. A tigmy cwtrolted multi -stage process ensures a nunimum 3 cods thdu ess for a finish that can wtthstand extreme climate tlnarigeswithaut r7aelnng a Peeking. Standard Super Durable colors induce dark bronze, black, natural aluminum" sondatone and white- Available m textured and non•texturad finishes. OPTICS Precision -molded acrylic lenses are engineered for superior distribution, uniformity, and spacing in wall -mount applications. Light engines are 4000K (70 CRI). The WST LED has zero uptight and qualifies as a Nighttime Friendly -product, meaning it is consistentwith the LEEDO and Green Globes.'" criteria for eliminating wasteful uptight. F �: SRa P Distribution overlay comparison to 175W metal halide. LEGEND ■WST LED, 0.5 fc ■ WST HID, 0.5 k lo' wsid—alk LLD= WST HID =032 WST LED. 47W WSTLED-0.95 W_1r3_02'0A?Wd0'C5R4. yn- i 7S V � T Pr-oe. 12' V aumi-y U: ELECTRWAL Light emg rvalpi c9retet of 10 htgb•of 4ty LEDs mounted to a metal cone citcurt board and integral aluminum heat sinks to matnmae heat dissipation and promote long the (100.000 firs at 751C, 07), Class 2 olearomc driver has a r factor>90%. THD a2M Easily - serviceable surge protection davicv meetsa rains cum Category B tper ANSIAEEE C62.41.2) INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. The integral bubble level on the mounting plate provides assistance for level placement on every installation. LISTINGS CSA certified to U.S. and Canadian standards. Light engines are IP66 rated; luminaire is IP65 rated and suitable for wet locations when mounted with the lenses down. WLU option offers wet location listing in °up"orientation. Rated for -30°C minimum ambient. DesignUghts Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org to confirm which versions are qualified. WARRANTY Five year limited warranty. Full warranty terms located at wwwacuitybrands-com7 CustomerResources/Terms_and_conditions aspx- Note: Specifications subject, to change without notice. c/rHvJVf a One Lithonia Way • Conyers, Georgia 30012 • Phone: 800,279-8041 • Fax: 770.918.1209 • www,lithonia.com Rev, 07/21/14 LItiHnivo7 0 2011-2014 Acuity Brands Lighting, Inc. All rights reserved. ,rM WARREN COUNTY — STATE OF NEW YORK PAMELA J. VOGEL, COUNTY CLERK 1340 STATE ROUTE 8, LAKE GEORGE, NEW YORK 12845 COUNTY CLERK'S RECORDING PAGE ***THIS PAGE IS PART OF THE DOCUMENT — DO NOT DETACH*** Record-, ng: Cover Page 5.00 Recording Fee 50.00 Cultural Ed 14.25 Records Management - Coun 1.00 Records Management - Stat 4.75 Additional Names 1.00 BOOK/PAGE: 4951 / 239 TP584 5.00 INSTRUMENT #: 2014-1411 RP5217 - County 9.00 RP5217 All others - State 241.00 Receipt#: 2014326935 Sub Total: 331.00 Clerk: CL Rec Date: 03/07/2014 04:06:36 PM Transfer Tax Doc Grp: RP Transfer Tax - State 3000.00 Descrip: DEED NUM Pgs: Rec'd Frm: 7 MCPHILLIPS FITZGERALD l & CULLUM sub Total: 3000.00 LLP Total: 333 ..00 Part 1: y BOYCHUK OREST A **** NOTICE: THIS IS NOT A BILL **** Party2: TOWBAR LLC Town: QUEENSBURY **** Transfer Tax Transfer Tax #: 1500 Transfer Tax consideration: 750000.00 Transfer Tax - State 3000.00 Total: 3000.00 Record and Return To: WARNING*** I hereby certify that the within and foregoing was recorded in the Warren County Clerk's Office, State of New York. This sheet constitutes the Clerks endorsement required by Section 316 of the Real Property Law of the State of New York. MCPHILLIPS FITZGERALD & CULLUM LLP 288 GLEN STREET PO BOX 299 Pamela J. Vogel GLENS FALLS NY 12801 Warren County Clerk 4,�DATE OF DEED: WARRANTY DEED WITH LIEN COVENANT t lalV (,,Y1 1 , 2014 GRANTOR: OREST A. BOYCHUK AND MARIA BOYCHUK a/k/a MARIKA G. BOYCHUK 35 Orchard Drive Queensbury, NY 12804 and THE OMALL FAMILY LIMITED PARTNERSHIP, A New York Limited Partnership 35 Orchard Drive Queensbury, NY 12804 GRANTEE: TOWBAR, LLC THIS WARRANTY DEED made between Grantor and Grantee on the deed date stated above WITNESSES THAT GRANTOR in consideration of -------------------------------------------One Dollar ($ 1.00) ------- lawful money of the United States and other good and valuable consideration, paid by Grantee, DOES HEREBY GRANT AND RELEASE UNTO GRANTEE and his assigns forever all that property located at: Quaker Road Town of Queensbury County of Warren State of New York TAX MAP #: 303.5-1-18 and 303.6-1-4 (THE PROPERTY IS DESCRIBED MORE FULLY IN SCHEDULE "A" ATTACHED) THIS GRANT IS MADE: TOGETHER with the appurtenances and all the estate and rights of the Grantor in and to said premises. TO HAVE AND TO HOLD the premises granted by this Warranty Deed unto the Grantee and his assigns forever. AND THE GRANTOR COVENANTS as follows: FIRST: That Grantee shall QUIETLY ENJOY said premises; SECOND: That Grantor will forever WARRANT the title to said premises; THIRD: That this conveyance is made subject to the trust fund provisions of section thirteen of the lien law. If there are more than one Grantor or Grantee, the words "Grantor" and "Grantee" used in this deed includes them. IN WITNESS OF THIS CONVEYANCE, Grantor has executed this WARRANTY DEED on the deed date stated above. IN PRESENCE OF rest A. Boye ry (L.S.) -zL "Ma rika G. Boychuk The OmaH / (L.S.) By: Orest . B uk, Co- anager of Omall, LLC �f By: Marika G. Boychuk, Co -Manager of Omalt, LLC STATE O `v`-�^ } COUNTY OF On the a clay of in the year 2014 before me, the undersigned, personally appeared Brest A. Boychuk and Marika G. Boychuk, personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacities, that by their signatures on the instrument, the individuals, or the person upon behalf of which the individuals acted, executed the instrument, and that such individual made such appearance before the undersigned in the J. (Insert the city or other political subdivision and the state or country or other place the acknowledgement was taken.) Not klic FL.", KELLE DEAN MOLINIA tary Public - State of Florida Comm. Expires Sep @, 2D15 Commission # E£ 126627 SCHEDULE "A" PARCEL A -Tax Map #303.6-14 ALL THOSE CERTAIN PARCELS OF LAND situate in the Town of Queensbury, Warren County, New York, located on the northeasterly side of Quaker Road and easterly of Ridge Road, in said torn, and which parcels are bounded and described as follows: PARCEL 1 BEGINNING at a steel survey marker set in a drill hole in rock in the easterly line of Quaker Road, and which said marker is the northwesterly corner of those premises conveyed by Helen K. Peet to J. Peter Garvey, III, et al., by deed dated May 2, 1985, and recorded in the Warren County Clerk's Office in Book 671 of Deeds at page 108; running thence from the place of beginning, North 27 degrees 13 minutes 30 seconds West, along the easterly line of Quaker Road, for a distance of 65.84 feet to a concrete monument; thence North 38 degrees 43 minutes 10 seconds West, along the easterly line of said road, for a distance of 65.83 feet to the easterly line of lands of Niagara Mohawk Power Corp.; thence the following six courses and distances along the easterly and northerly lines of said power corporation premises, viz.: 1) North 13 degrees 28 minutes West, 401.53 feet; 2) North 76 degrees 32 minutes East, 40.00 feet; 3) North 13 degrees 28 minutes West, 139.20 feet; 4) North 68 degrees 39 minutes 30 seconds West, 139.20 feet; 5) South 21 degrees 20 minutes 30 seconds West, 40.00 feet; 6) North 68 degrees 39 minutes 30 seconds West, 816.07 feet to the easterly line of those premises conveyed by Otto A. Quist to James A. and Gloria L. Conklin, by deed dated July 8, 1960, and recorded in said clerk's office in Book 400 of Deeds at page 65; thence North 08 degrees 03 minutes 30 seconds East for a distance of 73.15 feet to the northeast corner of said last mentioned premises, and which last mentioned point is situate at a distance of approximately 172.81 feet East of the easterly line of Ridge Road; thence South 81 degrees 56 minutes 30 seconds East, along the southerly line of lands of Stanley and Beverly Juckett and lands of Earltown Corporation, for a distance of 49.82 feet to an iron pipe; thence South 81 degrees 52 minutes East, along the said southerly line of Earltown Corporation, for a distance of 121.90 feet to an iron pipe; thence South 82 degrees 20 minutes 40 seconds East, along the said southerly line of those premises conveyed by Robert E. Johnson to Earltown Corporation, by deed dated January 16, 1981, and recorded in the Warren County Clerk's Office in Book 636 of Deeds at page 946, for a distance of 1622.62 feet to the northwest corner of lands or Margaret Crockwell; thence South 06 degrees 26 minutes West, along the westerly line of said lands of Crockwell, for a distance of 875.89 feet to a steel survey marker marking the northeast corner of the aforementioned premises conveyed by Peet to Garvey, et al.; thence North 82 degrees 16 minutes 05 seconds West, along the northerly line of said Garvey premises, for a distance of 233,14 feet to an angle point therein; thence North 82 degrees 36 minutes West, along said Garvey premises, for a distance of 400.0 feet to the place of beginning, and containing 20.02 acres of land, more or less. PARCEL 2 BEGINNING at a point in the northeasterly line of the Quaker Road at a distance of 257.85 feet on a course of North 38 degrees 43 minutes 10 seconds West, measured along said northeasterly line from the southwesterly corner of the above described 20.02 acre parcel, and which point of beginning is also in the westerly line of the aforementioned lands of Niagara Mohawk Power Corporation: running thence from the place of beginning, North 38 degrees 43 minutes 10 seconds West, along the northeasterly line of Quaker Road, for a distance of 22.75 feet to the easterly line of lands of Winifield S. Nichols; thence North 15 degrees 03 minutes 10 seconds East, along said easterly line, for a distance of 20.33 feet to the westerly line of lands of Niagara Mohawk Power Corporation; thence South 13 degrees 28 minutes East, along said westerly line, for a distance of 38.44 feet to the place of beginning, and containing 186.5 square feet of land, more or less. PARCEI, 3 BEGINNING at an iron pipe set in the northeasterly line of Quaker Road where said northeasterly line is intersected by the northerly line of lands of Winifield S. Nichols; running thence from the place of beginning, North 51 degrees 48 minutes West, along the northeasterly line of Quaker Road, for a distance of 104.86 feet to a concrete monument; thence North 66 degrees 04 minutes 40 seconds West, along the northerly line of Quaker Road, for a distance of 418.49 feet to a concrete monument marking the southerly line of lands of Niagara Mohawk Power Corporation, and which Iast mentioned monument is situate at a distance of approximately 405 feet East of the centerline of Ridge Road; thence South 68 degrees 39 minutes 30 seconds East, along the southerly line of said power corporation lands, for a distance of 722.91 feet to the northerly line of said lands of Nichols; thence North 82 degrees 12 minutes West, along said northerly line, for a distance of 210.34 feet to the place of beginning, and containing 0.28 of an acres of land, more or less. TOGETHER with and SUBJECT to all enforceable covenants, easements, restrictions, and conditions of record. BEING the same premises conveyed from Betty J. Berg formerly known as Betty J. Quist to Orest A. Boychuk and Maria Boychuk by deed dated August 25, 1986, and recorded in the Warren County Clerk's Office on August 25, 1996 in Book 684 of Deeds at Page 315. ALSO BEING the same premises intended to be conveyed from Orest A. Boychuk and Maria Boychuk a/k/a Marika G. Boychuk to The Omall Family Limited Partnership by deed dated March 30, 2001, and recorded in the Warren County Clerk's Office on April 5, 2001in Book 1210 of Deeds at Page 78. It is the intention of Orest A. Boychuk and Maria Boychuk awa Marika G. Boychuk to convey any and all interest in the above described premises that they may have to the Grantee. PARCEL B-Tax May #303.5-1-8 ALL THAT CERTAIN PIECE OR PARCEL OF LAND situate, lying and being in the Town of Queensbury, Warren County, New York, bounded and described as follows: BEGINNING at an iron pin set in the ground as a corner and located on the north side of what is known as Quaker Road in the Town of Queensbury, said iron pin also marking the westerly corner of lands now or formerly of Otto Quist as shown on a map of part of lands of A. Winne MacMahon, surveyed for W.S. Nichols by Glenn B. Coulter, Licensed Land Surveyor, dated November 17, 1961, and which map was in the Warren County Clerk's Office on 12/28/61; proceeding thence north 381,27' West a distance of 74.73 feet to a concrete monument; thence north 51 ° 29' west a distance of 311.12 feet to an iron pin set in the ground as a comer and said point being adjacent to other lands now or formerly of Otto Quist; thence south 81 ° 53' east a distance of 210.34 feet to an iron pin set in the ground for a corner; thence south 68' 28' east a distance of 46.86 feet to an iron pin set in the ground for a corner; thence south 13' 09' east a distance of 190.82 feet to an iron pin set in the ground for a corner; thence south 15" 14' West a distance of 20.21 feet to the point or place of beginning. TOGETHER with and SUBJECT to all enforceable covenants, easements, restrictions, and conditions of record. BEING the same premises conveyed from Orest A. Boychuk to The Omall Family Limited Partnership by deed dated March 30, 2001, and recorded in the Warren County Clerk's Office on April 5, 2001 in Book 1210 of Deeds at Page 84. R&R: Timothy Shuler, Esq. McPhillips, Fitzgerald & Cullum LLP P.O. Box 299 288 Glen Street Glens Falls, NY 12801 New York State Department of Environmental Conservation Division of Fish, Wildlife and Marine Resources, Region 5 232 Hudson Street - P.O. Box 220, Warrensburg, New York 12885-0220 Phone: (518) 623-1200 • FAX: (518) 623-3603 Website: www, dec. state. ny. us October 29, 2002 Bob Sears 699 Upper Glen Street Queensbury, NY 12804 Re: Freshwater Wetland BF-3 Dear Mr. Sears: Am 1011111111110 Erin Crotty Commissioner To fulfill your request, DEC Bureau of Wildlife staff inspected property for freshwater wetlands on October 28, 2002. The property that was inspected is located on the north side of Quaker Road at S.B.L. 109.-3-28.1 in the Town of Queensbury, Warren County. The property includes a portion of the freshwater wetland HF-3 or the 100 foot adjacent area. A portion of the wetland boundary was delineated with ribbon by DEC staff. A DEC freshwater wetlands permit will be required to proceed with planned development if it includes any form of fill, excavation or clear -cutting of vegetation (to name the most commonly applied -for restrictions) in the wetland or its 100 foot adjacent area. The enclosed map shows the approximate location of the wetland. When you have hired a surveyor and completed a survey of the delineated wetland boundary, you are required to file a copy of the survey with this office. The survey will not be distributed to any other present or future landowner or consultant. The enclosed map shows that DEC staff have determined the boundary of the wetland to be different from the boundary shown on the official filed map. All new changes to the maps are being recorded and will take affect when the maps are amended at some future date. The maps are approximate representations of the actual wetland boundary that was delineated during the site visit. This delineation is what determines if a Freshwater Wetlands Permit will be required for your project. A permit application and the information that you requested are enclosed. Whether or not a freshwater wetlands permit will be required, you are responsible for determining if any other local, state or federal permits are required for the project(s). For information regarding permits administered by the Department of Environmental Conservation, please contact the Division of Environmental Permits at the office nearest you. For information regarding freshwater wetlands and permits administered by the U.S. Army Corps of Engineers, contact their office in Troy at 518-270-0588. Thank you for your inquiry and the opportunity to serve you. If you have any questions regarding the Freshwater Wetlands Law or Regulations, please contact us. e Sincerely, Brian Drumm BD:sc Fish & Wildlife Technician Enclosure '.. r ;� • GF-21 ,.. ` t ,� .,fie ' •'. J, GLEN LA KE ,. •` • �• • cep 4 DO 7 398 .I TA 4de, GF-19 (2) Golf Course ° G F a 1 Hall t • •''. it Rp 26k . :' a __ f• • Mi + .55 0 v y Course I fl ., Round le ails Pond ountr lub4 " 427 CColleges k C. 1 nity . G F-19 SG F-28 _ 0— Golf Course •.0 {Map'I / 1 220 000 / �. sti `�l U M &sea, •' `' Friends,• •tj J1 : G F23 Q ' •:'y'�, •1 • ••!0(21Go course 1 / 12 ab6 '•� 11 r • . � • � . ' ,%J�kSubstationl it CBm�YMAWR _IL '•' -� _ S ti `a► {, i `+ All Park ` r` ,+ • 33� ;Cemetery 97 * - dp:D r' • ' t f rx x St:c h �r 14 i East ' Field MO. C Ci L0 9t Ot Nt 1 210 000 Fr J V4. y M .. 109ow3m28al 1:5037 +104A To 6e v,�Ciftt 1 __._i Parcels S Town of Queensbury Community Development Office 742 Bay Road, Queensbury, NY 12804 Date: June 3, 2015 Re: Site Plan 29-201-5 Garvey KIA ATTENTION: PRIOR TO COMMENCING ANY SITE WORK, PLEASE READ AND UNDERSTAND THIS DOCUMENT? Your application, .after review and consideration by the Planning Board, was APPROVED -,a copy of the resolution is attached. Before any further review takes place the following items need to be addressed: 1. .Post Approval -Bngineerin Review Submit 2 copies of the revised plans to the Planning Office : 1 for the record file; 1. will be forwarded to the town engineer by the Planning Office for their review and comment. 2. AyRroved Plans Copy the compliance letter and resolution onto the final approved plan and submit four (4) copies to the Planning Office for the Zoning Administrator's approval - One (1) copy will be returned to be.posted on site, 3. Post A1212iroval -Contact Bruce Frank —Code Compliance Officer Once the approved plans have been submitted to the Planning Office please contact Bruce Frank, Code Compliance .Officer at 761-8226 for a pre -construction meeting before any work is started, and at any time during the site development should any constraints,. concerns or questions arise. Mr. Frank will monitor the site development throughout the project for compliance with your .approval; however, see item 4. -4. As -built plans and/or Certificafion :must be submitted to this office for review and approval prior to the issuance of Final sign -off from the Zoning Department and/or a Certificate of Occupancy — a) If there are no modifications or changes from the approved plan provide a certification from project designer. b) If there are minor modifications or changes from the approved plan provide revised site plans with certification that the changes are acceptable from project designer. This may be, potentiallti, appa=ored administratively. c) If there are major modifications or changes from the approved plan provide revised site planswith certification that the changes are acceptable from project designer. This will likely require re - approval by the Planning Board 5. .Engineering Fees To be paid upon receipt; no final signatures will be given on the plans until all engineering fees have paid. Phone: 518-76 t-82201 Fax: 518-745-44371742 Bay Road, Queensbury, NY 12804 1 www.queensbury.net Dotes: The approval is valid for one (1) year _from the date of approval. You may request an, extension of approval before the one (1) year time frame has expired if you have not yet applied for a building permit or commenced significant site work. Subsequent issuance of .further permits, including building permits is dependent on compliance with this: and all other conditions of this resolution. This office will be performing necessary inspections related to Site issues, not Building Code issues, throughout the duration of the project. Completion of and continued compliance with all details and conditions of approval are required in order to receive- and maintain approvals. Please contact the Building & Codes office at 518-761-8256 for their requirements regarding submission of a building permit. SincerelyE - Craig Brown Director of Planning & Zoning Zoning Administrator C Bfpw Cc; Nace Engineering Phone: 18-761-92201 Fax; 518-74.5-4437 1742 Bay Road, Queensbury, NY .129041 www.queensbury.net Town of Queensbury Community Development Office 742 Bay Road, Queensbury, NY 12804 TOWN OF QUEENSBURY PLANNING BOARD RESOLUTION — GRANT EXTENSION REQUEST SITE PLAN 29-2015 GARVEY KIA TAX MAP ID: 303.6-1-4 / PROPERTY ADDRESS: QUAKER ROAD / ZONING: CI The Planning Board approved this application on June 2, 2015. An 18 month extension to November 17, 2017 was granted on May 17, 2016. MOTION TO APPROVE AN ADDITIONAL 18 MONTH EXTENSION FOR SITE PLAN 29-2015 GARVEY KIA. Introduced by David Deeb who moved for its adoption, seconded by Brad Magowan: Duly adopted this 14'1' day of November, 2017 by the following vote: AYES: Ms. White, Mr. Shafer, Mr. Hunsinger, Mr. Magowan, Mr. Valentine, Mr. Deeb, Mr. Traver NOES: NONE Phone: 518.761.82201 Fax: 5 18,745.4437 1742 Bay Road, Queensbury; NY 128041 www.queensbury.net stTown of Queensbury Comm -unity Development Office 742 Bay Road, Queensbury, NY 12804 Town of Queensbury Planting Board RESOLUTION — Grant Site Plan Approval for Site Plan 29-2015 Garvey KIA Tax Map ID 303.6-1-4 / Property Address: Just north of Garvey VW The applicant .has submitted an application to the. Planning Board for Site Plan approval pursuant to Article 9 of the Town zoning Ordinance for: Construction of new 18,000 sq. auto dealership and associated parldng lot, access road and site work. Pursuant to Chapter 1793-040 of the Zoning Ordinance New Retail use (auto sales) shall be -subject to Planning Board review and approval. Pursuant to relevant sections of the Town of Queensbury Zoning. Code -Chapter 179-9-090, the Planning Board has -determined that this proposal satisfies the requirements as stated in the Zoning Code, As required by General Municipal 'Law Section 239-m the site plan application was referred to the Warren County Planning Department for its recommendation-, The Planning Board has reviewed the potential environmental impacts of the project, pursuant to the State Environmental Quality Review Act (SEQRA) and adopted a SEQRA Negative Declaration — Determination of Non -Significance; The Planning Board opened a public hearing on the Site plan application on 5-21-2015 and continued the public hearing to 6-2-2015: when it was closed, The Planning Board has reviewed. the application materials submitted by the applicant and all comments made at the public hearing and submitted in writing through and including 6-2-20, 15; The Planning- Board determines that the application complies with the review considerations and standards set forth in Article 9 of the Zoning Ordinance for Site Plan approval, MOTION TO APPROVE SITE PLAN NO. 29-2015 GARVEY EII&Introduced by Paul Schotiewolf who moved for its adoption, seconded by David Deeb-. Per the draft resolution provided by staff conditioned upon the following conditions- 1) Waivers request granted: pole height of .25 feet in lieu of required 20 feet, interior landscaping. 2) Engineering sign -off required prior to signature of Zoning Administrator. 3) Adherence to the items outlined in the follow-up letter sent with this resolution. Duly adopted. this 211 day of June, 2015, by the following vote: AYES: Mr. Deeb, Mr. Schonewolf, Mg. White, Mr. Magowan, Mr. Ferone, Mr. Traver, Mr. Hunsinger NOES, None Cc, Nace Engineering Phone.. 518.761.822.0 1 Far. 518.745A.4371 74Z Bay Road. Queensbury. NY 124041 www.queensbury.net GLTown of Queensbury Community Development Office 742 Bay Road, Queensbuty, NY 12804 Town of Queensbury Planning Board SEQR RESOLUTION —Qrant Negative Declaration Site Phan 29-2015 Garvey KIA Tax Map ID 303.6-14 < Property Address: Just north of Garvey VW The applicant proposes construction of new 18,000 sq. auto dealership and associated parking lot, access road and site work. Pursuant to Chapter 179-3-040 of the Zoning Ordinance New Retail use (auto :sales) shall be subject to Planning Board review and approval. The Planning Board .has determined that the proposed project and Planning Board action is subject to review under the State Environmental. Quality Review Act; The proposed action considered by this Board. is Unlisted in the Department of Environmental Conservation Regulations implementing the State Environmental Quality Review Act and the regulations of the Town of Queensbury; No Federal or other agencies are involved; Part 1 of the Short EAF has been completed by the applicant; Upon .review of the information recorded on this EAF, it is the conclusion of the Town of Queensbury Planning Board as lead zagency that this project will result in no significant adverse impacts on the environment,, and, therefore, an environmental impact statement need not be prepared. Accordingly, this negative declaration is issued, MOTION TO GRANT A NEGATIVE DECLARATION SITE PLAN NO. 29-2015 GARVEY KIA, Introduced by Paul Schonewolf who moved for its adoption, seconded by Jamie White: Duly adopted this 2nd day of June; 2015, by the following vote: ACES: Ms. White., Mr. Schonewolf, Mir. Deeb, Mr. Ferone, Mr. Magowan, Mr. Traver, Mr. Hunsinger NOES: NONE Cc: Nate Engineering Phone: 518.751.8220 I Fax: 518.745.44371742 Bay Road, Queensbury, NY 128041 www.queensbury.net THE Cbavn -COMPAN I ES 77,7 7 ro be Ern; ;oy_r7.777 Engineers Land Surveyors Planners Environmental Professionals Landscape Architects June 07, 2017 Mr. Craig Brown Zoning Administrator and Code Compliance Officer Town of Queensbury 742 Bay Road Queensbury, New York 12804 Delivered via email only: CraieB@aueensbury.net Re: Garvey Kia Town of Queensbury, Warren County, New York Chazen Project # 91500.12 Queensbury Ref #SP29-2015 Dear Mr. Brown: North Country Office 375 Bay Road, Queensbury, NY 12804 P: (518) 812-0513 F: (518) 812-2205 www.chazencompanies.com Hudson Valley Office (845) 454-3980 Capital District Office (518) 273-0055 The Chazen Companies (Chazen) has received the latest submission responding to technical comments offered by Chazen on May 19, 2017. Based upon our review, all technical comments offered have been addressed to our satisfaction. In the event the Planning Board or Town staff have any questions or require additional information, please do not hesitate to contact me at (518) 824-1926. Sincerely, Sean M. Doty, P.E., LEED AP Principal Manager, Municipal Engineering Services cc: Sunny Sweet, Town Planning Office Administrator (via email) Laura Moore, Town Land Use Planner (via e-mail) File Chazen Engineering, Land Surveying & Landscape Architecture Co., D.P.C. Chazen Environmental Services, Inc. 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