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Site Plan Applicatioin NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 May 15, 2015 Project#47593 Mr. Chris Hunsinger, Chairman Queensbury Planning Board Town of Queensbury 745 Bay Road Queensbury,NY 12804 Re: Concord Pools, Inc Big Boom Road Sales / Storage Facility— Site Plan Submission Dear Chairman Hunsinger and Planning Board Members: Attached is a site plan application for the proposed Concord Pools Sales and Storage Facility on Big Boom Road. This will be located on the site most recently occupied by T & T Body King and used as a truck repair facility. The site has a small, 2,400 square foot building located in the front of the site and a driveway off of Big Boom Road. The paved driveway has a small car parking lot in front of the building and a large paved truck access area in the rear. This provides access to a loading dock and an at-grade access door in the rear of the building. Until recently, the remainder of the site was used for storage of semi trailer bodies. There was a gravel access drive to the rear of the property and the remainder of the area where the trailers were parked was dirt. Concord Pools proposes to use the property for sales, display and storage for their pool business which specializes in fiberglass pools. The interior of the building will be remodeled for a sales and service facility. A new entryway will be constructed on the south wall of the building. The existing driveway off of Big Boom Road will be removed and a new entrance drive constructed off of the adjacent driveway for Boat-n-RV Storage which is also owned by the applicant. At the front of the site the applicant proposes to construct an operating display pool. This pool will be installed in ground and will be surrounded by a deck constructed with permeable pavers. The pool will be surrounded by a decorative, 6 foot high fence and the entire front area will be lushly landscaped. It has been determined that the location of this operating display pool will require an area variance since the Town Zoning Code requires that swimming pools be located in rear yards. The rear portion of the site will be used for storage and display of fiberglass pools. Most of the pools will be stored upside down on racks to keep them off of the ground. A few pools will be displayed on steel racks witch hold the pools partially up on their side so that the inside of the pool can been seen. A gravel drive will loop through the storage/ display area for access. All of the area outside the drive will be maintained in grass cover. It has been determined that this site does not require coverage under the NYSDEC Stormwater Pollution Prevention Program since, with the very well drained sandy soil and flat site, there is no potential for off-site discharge of stormwater. However, we are providing an Erosion and Sediment Control Plan and are proposing to include additional stormwater infiltration with a shallow swale along the southwestern property line, an infiltration trench along the south and east sides of the new parking lot and constructing the deck around the demonstration pool with permeable pavers. These stormwater controls will obviously reduce any potential stormwater runoff. Therefore, we are requesting a waiver from submitting a formal stormwater report for the proposed project. This submission includes (15 copies each): • This letter which is to serve as a project narrative • Site Plan Application • Short form EAF • Drawings SP-1 thru SP-6 • Lighting fixture cut sheets • Picture of typical pool storage racks • Copy of lease agreement Please let me know if there are any questions or additional information required for your review of this project. Sincerely, Thomas W.Nace, P.E. Cc w/encl: Mike Giovanone CONCORD POOLS, INC Site Plan Review Revised June 2009 Site Plan Review Application REVIEW PROCESS: 1. Required Pre-submission meeting with staff to determine general completeness to be held no later than 1 week prior to deadline day. Call (518) 761-8220 for an appointment 2. Submittal of complete application: 1 original and 14 copies of the application package by monthly deadline. 3. Determination of application completeness. All necessary information must be provided and appropriate fee(s) paid for consideration for placement on an agenda for that month. 4. Incomplete applications will not be considered for piacement on any agenda until all missing information has been submitted. 5. Submittal to Warren County Planning, if applicable. 6. Planning Board meeting, generally the third &fourth Tuesday of each month. You will be advised in writing as to which meeting to attend. 7. Following the meeting you will be provided with a copy of the resolution stating the Board's decision on your application. If your application was approved, the next likely step is a Building Permit. Final drawings must be provided for the next phase of review. If your application was denied your project cannot proceed as submitted. DOCUMENTATION REQUIREMENTS: Please submit 1 original & 14 copies of the completed application package to include: 0 Completed Application: pages 1-11 completed, signed &dated 0 Pre-Submission Meeting Notes: signed by staff Copy of Deed New: Checklist& Plot Plan 9 Fee 0 - 10,000 sf = $100 10,001- 30,000 sf = $250 30,001- 100,000 sf= $500 100,000 + sf = $1000 ZONING STAFF & CONTACT INFORMATION: Craig Brown, Zoning Administrator craigb(a)gueensbury.net Keith Oborne, Land Use Planner keitho(aD-gueensbury.ne# Pam Whiting, Office Specialist 518-761-8220 Pamw(cD-gueensburV.net Visit our website at www.gueensbulV.net for further information and forms Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 1 Site Plan Review Revised June 2009 General Information Tax Parcel ID Number: 309.17-1-24 Zoning District: CLI Detailed Description of Project [include current& proposed use], CONVERT PREVIOUS TRUCK REPAIR FACILITY INTO SALES AND STORAGE FOR SWIMMING POOL BUSINESS. BUILDING REMODELING INCLUDING NEW ENTRANCE, OPERATING POOL DISPLAY AND POOL STORAGE / DISPLAY AREA. COMBINE DRIVEWAY WITH LOTS TO THE SOUTH, Location of project: BIG BOOM ROAD JUST SOUTH OF UPS BUILDING ....... ........... Applicant Name: CONCORD POOLS, INC & Address: 15 SPARROWBUSH ROAD LATHAM, NY 12110 ................ _..... Home Phone UNITED PARCEL SERVICE Cell: ....... ..... Work Phone Fax 518-783-8976 518-783-1319 ........... E-Mail: Agent's Name: NACE ENGINEERING Address: 169 HAVILAND ROAD QUEENSBURY, NY 12804 Home Phone Cell: (518) 745-4400 - (5.. _._.. ._ ...._ VorkPhtne FaX 18) 792-8511 ....... E-mail TOM@ 1—SURVEY.COM __ .a.................... Owners Naoralue CONCORD POOLS, INC & Address ............. Home Phone Bt—Newyo, LLC Cell ..... .... ........ ............. "York Phone Fax Town of Queensbury Planning Office- 742 Bay Road •Queensbury, NY 12804 • 518-761-8220 2 Site Plan Review Revised June 2009 Site Development Data Area/Type Existing sq,f . Prommposed _u-T.otal sq, ft. Addition sq. A. Building footprint 2,400 0 2,400 B. Detached Garage ............ C. Accessory Structure(s) _.............. .. ....... .. D. Paved, gravel or other hard surfaced area 16,285 4,737 21,022 _._.... .........._. __ _ _....... E. Porches/ Decks 645 645 ............ m................. ....... ............. F. Other G. Total Non-Permeable [Add A-F] 18, 685 5,382 24,067 .. .......... H. Parcel Area [43,560 sq. ft. /acre] 87, 091 87, 091 I. Percentage of Impermeable _..._ _............ -.. .... ..-....... g permeable Area of Site [I=G/H] 21.50 27.7% Setback Re uirements Area Required Existing Proposed Front [1] 50 53 .7 53.7 ...... _ ....... _....... Front [2] ................ _ .. ........ _ ....____.._m. Shoreline Side Yard [1] 30 26.2 26.2 .......... Side Yard[2] 30 81.2 81.2 Rear Yard [1] 30 0 399.0 Rear Yard [2] ....... Travel Corridor _. _................ Height [max] 60 16+/- 16+/- _._.... ........ Permeability 300 78.5% 72.3% _....._ ....... No. of parking spaces 12 12 ............. ..... . .....J Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804• 518-761-8220 3 Site Plan Review Revised June 2009 Additional Proiect. Information 1. Will the proposal require a Septic Variance from the Town Board of Health? No 2,. If the parcel has previous approvals, list application number(s): 3. Does this project require coverage under the NYS DEC Stormwater Pollution Prevention Program? No 4. Estimated project duration: Start Date 7/1/15 End Date 7/31/15 5, Estimated total cost of project: 6. Total area of land disturbance for project: 1.9 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 SymbolFloor Area, Ratio[FAR] . ...... ........ ........� __....._. ..._._ Waterfront Residential WR 0.22 Commercial Moderate CM 0.3 ....... ....... ......... Commercial Intensive T 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. Parcel Area sq. ft. Existing Floor Area sg. ft. [see above definition] .................... sq ft Proposed Additional Floor Area ._..... _.... ......... ......... Proposed Total Floor Area sq. ft, Total Allowable Floor Area (Area x ) [ see above table] Town of Queensbury Planning Office- 742 Bay Road •Queensbury, NY 12804 • 518-761-8220 4 Revised June 2009 S 179-9-080 Requirements for Site Plan Approval. 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. S'T,AND ARDS . A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan, YES ff,—Themm-proposedmmpiojectmoomplies--with requirements of this Chapter, including the site plan review standard as mmmmmt forthins 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. YES C. The site Ian encoura es edestrian activit internal) and, if practicable, t..............from th paths-..............ew ----�p-_-- --..-g...._p._-. � 'y� y p o and from the site with pedestrian paths or sidewalks connected to adjacent areas. PEDESTRIAN INTERCONNECTIVITY NOT NEEDED DUE TO TYPES OF USES ON THIS AND ADJACENT SITES. HOWEVER THIS SITE WILL SHARE AN ENTRANCE DRIVE WITH SITES ADJACENT TO THE SOUTH. ................ ... D, The site plan must conform to Chapter 136 Sewage and Sewage Disposal, Chapter 147 Stormwater Management Local Law, and other applicable local laws. SITE PLAN COMPLIES WITH CHAPTER 147. SITE WILL UTILIZE EXISTING ON SITE SEPTIC SYSTEM. . ._...... 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. YES 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. THE PROJECT WILL SHARE AN ENTRANCE DIRVE WITH PROPERTY TO TIIE SOUTII TIIUS ELIMINATING ONE EXISTING DRIVEWAY ON BIG BOOM ROAD. G, Off-street parking and loading 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. OFF STREET PARKING IS PROVIDED.CONNECTION TO ADJACENT SITE IS PROVIDED 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. PROJECT IS AN ALLOWED USE IN A CLI ZONE IT Town of QueensburyPlannin Office- 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 Revised June 2000 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. SEE C ABOVE en µµµ W � J. Stormwater drainage facilities will rvent an increase ofpostdevelopment drainage flows as compared topre-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. STORMWATER CONTROLS HAVE BEEN APPROPRIATELY DESIGNED. _w_........................_.. 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. PROJECT WILL BE CONNECTED TO MUNICIPAL WATER WHICH HAS ADEQUATE CAPACITY. EXISTING ON-SITE SEWAGE DISPOSAL SYSTEM WILL BE UTILIZED. 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. LANDSCAPING HAS BEEN PROVIDED IN ACCORDANCE WITH THE TOWN CODE. M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. FIRE HYDRANTS ARE LOCATED IN THE FRONT AND REAR OF THE BOAT-N-RV STORAGE SITE IMMEDIATELY TO THE SOUTH 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. SITE IS 100%DEEP WELL DRAINED SAND=NO PONDING O. The site plan conforms to the design standards,landscaping standards and performance standards of this chapter„ YES Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 Site Plan Review Revised June 2009 § 179-9-050 Application for Site Plan Review Application for site plan approval shall be made to the Planning Board using forms supplied by the Board.Application materials and the site plan shall include sufficient information for the Board to make its findings under§ 179-9-070 and 179-9-080 below. In determining the content of the site plan and supporting documentation,the Planning Board may waive certain requirements if the Planning Board deems such requirements or information unnecessary for the type of project proposed. Any such waiver shall be made in writing, and shall contain statements of the reasons why the waived information requirements are not necessary for an informed review under the circumstances. The Planning Board may grant such waivers on its own initiative or at the written request of an applicant. Such request shall set forth the specific requirements that are requested to be waived and the reasons for the requested waiver. Absent any waiver or waivers, an application for Site Plan Review shall include the following: Shcsawvn REQUIREMENTS on sheet _k__A vicinity map drawn at the scale that shows the relationship of the proposal to existing community facilities which affect 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 SP-1 Survey map of the area. ..... _............. B 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 deem appropriate,on standard 24"x 36"sheets,with continuation on 8Yz'x 11"sheets as necessary for written information. SP-1 The information listed below shall be shown on the site plan and continuation sheets. ............ .... ..... C Name of the project,boundaries,date,north arrow,and scale of the plan. SP-1 ....._...... ....... D Name and address of the owner of record,developer,and seal of the engineer,architect,or landscape architect. If the applicant is not the record owner,a letter of authorization shall be required from the owner SP-1 .......... E The location and use of all existing and proposed structures within the property, including all dimensions of height and floor area,all exterior entrances,and all anticipated future additions and alterations. SP-1 ............... 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-1 containers shall also be shown. G The location, height, intensity, and bulb type (sodium, incandescent, etc.) of all external lighting fixtures. The direction of illumination and methods to eliminate glare onto adjoining properties must also be shown in compliance with§179-6-020. SP-4 H The location,height,size,materials,and design of all proposed signs,. SP-1 W P The location of all present and proposed utility systems including: 1. Sewage or septic system; 2. Water supply system; SP-1 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. ................ J Plans to prevent the pollution of surface or groundwater, e rosion of soil both during and after construction, excessive runoff, 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 1-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 SP-2 shall be at the discretion of the Planning Board as to whether a SWPPP or an erosion and control plan shall be required for a site plan review project land disturbance of less than 1-acre. K Existing and proposed topography at two-foot contour intervals, or such other contour interval as the Planning Board shall 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 SP-1 proposed site and within 50 feet of the proposed site where soil removal or filling is required,showing the approximate volume in cubic yards. .............. ............... L A landscape plan showing all existing natural land features that may influence the design of the proposed use such as rock I 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 SP-3 watercourses,aquifers,floodplains,and drainage retention areas. ... ...... Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 6 ............. Site Plan Review Revised June 2009 ............................ M Land Use District boundaries within 500 feet of the sites perimeter shall be drawn and identified on the site plan, as well as any Overlay Districts that apply to the property. SP-1 N Traffic flow patterns within the site,entrances and exits,and loading and unloading areas,as well as curb cuts on the site and within 100 feet of the site. The Planning Board may,at its discretion,require a detailed traffic study for large developments or 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; SP-1 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. p For new construction or alterations to any structure,a table containing the following information on shall all be included: 1. Estimated area of structure to be used for particular purposes such as retail operation,office,storage,etc.; 2. Estimated maximum number of employees; SP-1 3. Maximum seating capacity,where applicable;and 4. Number of parking spaces existing and required for the intended use. ............ __......._._._... .. ............-. _.m.....---........--............ ._ _.............................................. P 1. Floor Plans. 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) and/or alterations to or expansions of existing facades,showing design features and indicating the type and color of materials A-1 to be used. Q Soil logs,water supply well and percolation test results, and storm runoff calculations, as needed to determine and mitigate project impacts, REPOR ....... ..._ 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, SP-1 ..................... ........ T An Environmental Assessment Form("EAF"), as required by the SEQRA regulations,with Part 1 completed by the Applicant 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 is fora parcel or parcels on which more than one use is proposed, themmcant appli an .__.--. .--- may submit a single 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 NA 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 A 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. Town of Queensbury Planning Office- 742 Bay Road •Queensbury, NY 12804 • 518-761-8220 7 Site Plan Review Revised June 2009 Pre-Submission Conference Form [179-4-040] 1. Tax Map ID 309.17-1-24 2. Zoning Classification CLI. 3. Reason for Review: 4. Zoning Section#: C, 14 5. Pre-Submission Meeting Notes; Outstanding Items To Be Addressed Include: Deed Yes ✓No General Information complete ✓ Yes No Site Development Data Complete Yes No Setback Requirements Complete Yes No Additional Project Information Complete —�Yes No FAR Worksheet complete — Yes No Standards addressed -Yes No Checklist items addressed Yes No Environmental Form completed ✓Yes No Signature Page completed Yes V No .y , ,. " . . L Ld `Ir� Mae"? Ce <. , �; D °meq 6.. 4 e.ry y / ZI I" r f 0 „ ,.4 5."�w &. Y(A G, qr,c V... o c (� w X16 e f t ���r '��e �ECwee r, 'J I c. Staff Representative: �� ryloo Pl— Applicant/Agent: ., Date: 5 Town of Queensbury Planning Office- 742 Bay Road •Queensbury, NY 12804 • 518-761-8220 8 617.20 Appendix B Short Environmental Assessment Form 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: CONCORD POOLS SALES AND DISTRIBUTION FACILITY Project Location(describe,and attach a location map): WEST SIDE OF BIG BOOM ROAD JUST SOUTH OF UPS DISTRIBUTION FACILITY Brief Description of Proposed Action.......... -_. ._--------... �......... CONVERSION OF PRIOR TRUCK REPAIR FACILITY AND STORAGE YARD TO BE USED FOR SWIMMING POOL SALES,DISPLAY AND STORAGE. Name of Applicant or Sponsor: Telephone: 518-783-8976 CONCORD POOLS,INC WE-Mail:........................................................................................- - Address: 156 SPARROWBUSH ROAD City/PO: State: Zip Code: LATHAM NY 12110 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 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 governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? 2.o acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the or Project sponsor? 2,0...„ acres ......-.......................... ._.... 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) m Industrial [Z]Commercial ❑Residential(suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 ............................................................................. ............................................................................... 5. Is he proposed action, NO YES N/A proposed 'S� a..A permitted use under the zoning regulations? permitted s t v �b Consistent with the adopted comprehensive plan? 1:1 W] IT ........................ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? [:] W] I ............................................................................................................................................................................................................................................................................................. ...;T the site sit.e..........of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identif�:' ....................................._........... ......--------------------- .................. ................... 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES V b.Are public transportation service(s)available at or near the site of the proposed action? --I _H c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ............­­..........---- 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ...... ....".-I-1-11-1.1111111............... FJ 54 .....................................------ --------- ........................................................ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: D Z ...........................................................- ........... ........... ................................................ ---------- .. ...... 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Z 0 EXISTING SEPTIC SYSTEM ON PROPERTY ................. .... ................ .............. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? F-1 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: —-----------------------------------------____ .............. ... ...... ...... ...................................... ......... ......................... ...................................................................................................... 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: El Shoreline [__1 Forest El Agricultural/grasslands El Early mid-successional El Wetland 21 Urban M Suburban . ............F_ 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed N rYES by the State or Federal government as threatened or endangered? 1Z 0 . .....................- - 16.Is the project site located in the 100 year flood plain? . NO YES 17,Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? [Z]NO [:]YES [Z 1:1 b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ZNO E]YES ................................................-------------------- ..........­'. ­ "'_ I ................ -----------------------------------------------------................... Page 2 of 4 _ proposed. _ .. ll..lr4.Yu.;tbc., acflon ifltft e�,f�Em;ttGra�ti�SU�or other rc9Qti`tdlocsthat fE,4aldi tiv tfic kYa'Pp141�.itlm�i�ill. Gid pit tl"^�,t� tu�la�'� water or Wwr liquids retonti n Pond, MRsrre lagoon,dom)? It piI tqu1c.,ti,and.&,P: � . ,..� l9.Has the site of the proposed action or all adjoining property been the l€ration of air active or closed tl ��... wclu i ,�r� � umutirtc ru7uariisil fa, iiV4y? -1 _...m. proposed action or an adjoining property been 2b,Has the site of the.� ...�mmm _ p P : g p p' y the subject of remediation(ongoing or _NO-- YDS u��n��rll: l all fol ha,�wr��oills v�i�ull l lad dcfl dbb, _.ww 'I' fIS'I'IitjE AND AeLCU12A'I'E TO ti......�.,_, .._.....�., THE INFORMATION PROVIDED ABOVE I EST OF MY I AFFIRM IIIA � - KNOWLEiDG win. st Applicar�i1�/law��� � t � �t � Signature hllllt t64Atdrtt 9r : ... , �t Ci .� Part 2-Impact Assessalcul 7tte Itatl Agency is resporusibit,for the completion of Part 2, Answer all of the following questions in Part 2 using the information contained in ptirt l and other.materials sulunrittcd by the project sponsor or otherwise available to the reviewer. When answering the questions the rcviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action'?" .. . . ��.m��.� _. .,. _ No,or Moderate � small to large impact impact may may occur occur 1. Will tile ro ..�...._�..�. �...__�......�...�m__� . .. ,,, regulations?P pmaterial ...... land use lal�rir or zoningEl � nflict with an acitulute d .,,�._.�...,.e.._.��.._w _ .�m�..�......�-_... proposed ar ttorc create a rnatenal co WW � El . .? Will the proposed action result in a change in the use or intensity of use of land?istingcommunity� � ...__. Will he proposed action impair the character or quality of the existing community?3. Wrfl the proposed ,.�. .�.�.._ ... x` have . �A (CEA)? ntal characteristics that cawed._-------- El proposed action have art impact on the environmental� . . the establishment 4. Will the rop P e nt of Critical Fnvtronmental Area GF.A ? ;ed action result in an adverse'chan vel of 5. Will the proposed change in the existing level of traffic or affect existing infrastructure for mass transit biking or walkway? G.�Will the proposed.__.����. ..�. _._. ....._ .__.__�..... action cause an increase in the use of energy and it fails to incorporate rcasrrrr<tlulavosed action impact conservationr or renewable enr�ylalortarrllues? T Will the pr op pact existing: a.public/private water supplies? -b.public/private,w�,a�stewMa ter treatment utilities? $. Will the proposed action rnpairthe character or quality of im�p..uour._t.a..n.._thisto�ri�c, � archaeological, El arch WillLe—proposed action rresult in adverseChang Watural r 9,....�. �....._._ .._..�. die e to esources(e.g„wetlands waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? EJ 1:1 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. 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. ......... .............. _ 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. EICheck 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 enc ' Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 ,.site Nan eviaw�?,evfsed,Juue 2009 Sit fiature Page phis page kicludes the 1.)Authotr�zation to Act as Agent Form: 2.) Engineering Fee Discios.re; 3)Autho6zaflW fol- Site Visits; 4.) Other Perryfit Responsibilities; 5.) C)ffiGjaf Nileeting FASCIOSUre and 6.) Agreement to provide docurnentation required. OWNEIVs AGENT FoRm: Complete the follovAng if the OWNER of the property is not the same as the applicant Owner: CONCORD POOLS Bt-t]E�0/ L9 41.1 Designates: NACE ENGINEERIM3 mmm jbdivisio As agent regarding: Variance site 24, For Tax Map No,: 36-9—.11 Section I Block zA—Lot Deed Ref rence: Book Page Date : OWNER SIGNATURE: m. ...... 6ATE PLICANT's AGENT FaRm: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party: Owner: CONCORD POOLS / UNITED PARCEL SE Designates: MACE ENGINEERING As agent regarding: _j Variance -,/ Site Plan Subdivision 24 For Tax Map No.: 309.17 Section I Block Z,4- Lot ge Date Deed Refe nce: Book Pa - ' ) A-_ L�e__ LATE- OWNER SIGNATURE - 2.1.,SNG1N.EKING_ P15E DISCLOSURE. Applications may be referred to the Town consulting engineer for review of septic design,storrin drainage,etc, as d0ten'nined 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, THOI I N FOR SITE VISITS., By signing this page and submitting the application materials attached herein, the Owner, Applicant, and histhedtheir 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. 4.1 OTHER PER RESP0Ngl.@lLITIE§; Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board It is the applicants responsibility to obtain any additional permits. is the practice of the Community Development Department to have a desugrrated stenographer tape record the prraoeedirngs of meetings resulting from application, and minutes transcribed from proceedings. 1 1, the undersigned, have thoroughly read and understand i�rements, I acknowledge no construction activities shall be application, plans and supporting materials are a twe and e work proposed, and that all work will be performed in I zoning regulations. I acknowledge that poor to occupying upancy as necessary. I also understand that ywa may,he M;= issuance of a required to provide an as-built survey by a license an surveyor of all newly constructed facilities prior to certificate of occupancy I have read and agree to the above. A ,%nafdure pplicantl Pirint Name -Applicant) Date signed Ilk I — THOMAS NAC E 5/.-6, Signature[Agent] Print Name[Agent] Date signed Town of Queensbury Planning Office- 742 Say Road,Queensbury,NY 12804•518 751-822€7 CONCORD POOLS TYPICAL POOL STORAGE RACKS It IN J I/ J o� J I „k r /r y MR2 LED N�mbe ��,J �%�� �, LED Area Luminaire Notes ; ,/" , ........ Type I" r+c++rnnv: , 1, CIMER-D Introduction The OmerOT"family of luminaires blends a Specifications traditional round day-Form with contemporary, low- 09ftz profile styling to accent architectural elements in a EPA: (008m2) variety of applications. Length: 32-7/8' _ The MR2 LED combines the latest in LED (835 cm) ,-: ........ technology with the designer aesthetic of the width: 25' Omero""family for stylish, high-performance (eas cmd Iillumination that lasts.The MR2 LED is ideal for Height: 8-1/4" -- "' " L replacing 250-400W metal halide in area lighting 21 ocm) applications with typical energysavings of 5%a Weight g21bs ppyp. gnd (max): (191 k9) expected service life of over 100,000 hours. eIlmCul uTdEXAM PLE: MR2 LED 60C 1000 40K T5 MVO LT SPA DDBXD MR2 LED 60C MR2 LED 60C 60 700 700 mA 40K 4000 K T2M Type II MVOLT' Shipped included Shipped installed DDBXD Dark bronze LEDs 1000 1000 mA SOK 5000 K T31M Type III 120' SPA Square pole PER NEMA twist-lock receptacle only(no DBLXD Black T4M Type IV 208' mounting controls) DNAXD Natural YP DCR Dimmable and controllable via ROAM' aluminum TSM Type 240' RPA Round pole l (no contros)' mounting DWHXD White TFTM forward 277' WBA Wall bracket DMG 0-10V dimming driver(no controls) DDBTXD Textured dark throw 347 Shipped Separately' HIS House-side shield i bronze 480SF Single fuse(120,277,347V)° DBLBXD Textured black SPUMBA Square pole universal OF Double fuse(208,240,48OV)° DNATXD Textured mounting DS Dual switching'a natural adaptor' BL30 Bi-levelswitcheddimming,nominal30%11 aluminum RPUMBA Round pole BLSO Bi-level switched dimming,nominal 50%11 DWHGXD Textured white universal Shipped separately a mounting adaptor' VG Vandal guard KMA8 Mast arm DDBXDU mounting bracket adaptor (specify finish)` Tx of Pole Dmero'shares a unique drilling pattern with the AERIST"'family.Specify NOTES Template#8 this drilling pattern when specifying poles,per the table below. 1 MCL driveroperaeso voltage from 120-277V (50/60 Specify or 277 options Y 9 ' 0563" w C OM19AS Single unit OM29AS 2 at 90°* fusing(SF,DF options). C7 BM28AS 2 at 180° DM39AS 3 at 90°* 2 Also available as a separate accessory;see Accessories information i V9w DM49AS 4 at 90°* DM32AS 3 at 120°** at leftrsshd9 •• ( �2 r s ir,',51 3 1,5 G vibration load rating per ANCI 0136:31. Example:SSA 20 413 OM19AS DDBXD 4 Requires"SPA"mounting option.Must be ordered as a separate accessory;see Accessories information.For use with 2-3/8"mast Visit Lnhoma bght,ng's `. ; '- to see our wide selection of arm(not included), _ poles,accessories and educational tools 5 Specifies a ROAM@ enabled luminaire with 0-1 OV dimming capability;PER option required.Not available with 347 or 48OV. DLL127F 1..5 JU Photocell-SSLtvnst-lock(120-211V)" 'Round pole top must be 3 25"O D mnn,mum, Abell hardware and services required for ROAM@ deployment;call DLL347F 1.5 CULIU Photocell-SSLtwis[-lock(341V)'' "For round pole mounhng(RPA)only. 1-800-442-6745 or email:sales@roamservices.net.N/A with BL30, 31-50,or DS •y�,-p DLL480F 1.5 CU L I U Photocell-SSL heist-lock(480V1" 6 Single fuse(SF)requires 120,277 or 347 voltage option.Double 0 i S(U Shorting cap" fuse(DF)requires 208,240 or 480 voltage option tA Tenon Mounting Slipfitter** 7 Provides 50/50 luminaire operation via two independent drivers on MA2LEDH5 U House-sideshield(indudes2shields) two separate circuits..N/A with PER or DCR f MR2VG U Vandal guard accessory ��2-3I6���� B Requires an additional switched line. KMA8 DDBXD U Mast arm mountingbracket adop ter AST20-190 AST20-280 H/A II/A N/A N/A 9 Dimming driver standard.MVOLT only..Not available with DCR (specify finish) 10 Requires luminaire to be specified with PER option.Ordered and RPUMBA DDBXD U" Round and square pole universal mount- 2 7/8 AST25 190 AST25-280 N/A AST25-320 N/A N/A shipped as a separate line item ing bracket adaptor(specify finish) 4' AST35-190 AST35-280 AST35-290 AST35320 AST35-390 AST35-490 w �.A For more control options,v s t and enhne. „.._ „17' �iill;','( One Lithonia Way Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770,9181209 0 2011-2015 Acuity Brands Lighting,Inc All rights reserved 1,. � IV, i .... .... ...........".......,,, .. . _���. ....,..,. .."...,... .,.. ... ..... ,..... ,,,,,,,,,,,„.�,� ..� cm `a . 0 0 Lumen Output Lumen Ambient Temperature(LAT)Multipliers Lumen values are from photometric tests performed in accordance with IESNA LM-79-08..Data is considered to be representative Use these factors to determine relative lumen output for average ambient temperatures of the configurations shown,within the tolerances allowed by Lighting Facts Contact factory for performance data on any from 0-40°C(32-104°F) configurations not shown 70 C �.®_. SOF ,.,.,.,.. r.1 i •.. 0 0 q qnl x 02 �„ ere_ ” a. �.... Ol �• �0°C 68°F., _m 1.00 2M 2,810 2 0 2 98 13,946 3 0 3 106 5"C 77"F 1.00 ,..__m..a.-....,.„ -.,-W...�,..,..a ..,..3.... ...... .. ...,m.,.......:.�,.1...�. 30°C 86°F 100 T. 14,770 3 0 3 112 ------- ...3M 13 632 0 3 103 104°F 0 99 700 mA 60(700 A 132W TIM 13,543 2 0 3 103 14,675 2 0 3 111 a• --..................... �..._��,,.,.w. ....... ..- - .. TSM 13,690 4 0 2 104 .......14,834.... 4 ...11. �.,. ,2 . .-.� 112 ...,.,�,...__ ,... . ...... .. 14 944 2 0 3 113.. w, w hoc _ rFTM 3191 z o 3 00 _ _ Projected LED Lumen Maintenance 160 LEDs) T2M 17,217 3 0 3 84 18,560 3 0 3 90 Data references the extrapolated performance projections for the MR2 LED 60C platform )-3... ..18,234.. 3 0 ..3 .89 ,.19,656... 3 0 4 95....,, P P P 1 M _ in a 25°C ambient,based on 10,000 hours of LED testing(tested per IESNA LM-80-08 and .�""".,..,.,-.,,....._,. ... ......................". "•_ "... ........,,,. ............— projected per IESNATM-21-11). 1000mA 60C10f10--K 206W T4M 18,118 3 0 4 88 19,531 3 0 4 95 .....5 18,314. .5.. ,0 3 89.... 19742.. 5. " 0 3 96 TSM To calculate LLF,use the lumen maintenance factor that corresponds to the desired number • "...�.w.""" _ �,rr - ._....- """""" of operating hours below.For other lumen maintenance values,contact factory, TFTM 18,450 3 0 3 90 19,889 3 0 4 97 ..... .... .... .."..,,... ....... ._ .... ,,,,._._ ...._.�.,_.. . ..w,,..,....,.,,.... . .. 0.... 25,000 50,000 100,000 1.0 0.94 0190 0.82 Electrical Load NEENUMNE 120V 208V 240V 277V 347V 480V MIN I U ...60C � 10000 I 206WJ 1321 0.756 0659 0,580 0462-- 0337 ,W 2,068 1,198 1056 0,943 0 76 4 0,605 ���Il �lil' To see complete photometric reports-or download ies files for this product,visit Lithonia L' htm s f'/ �u CE •��u�u uil�Vm m� a P P P P '9 9 �/1 Isofootcandle plots for the MR2 LED 60C 1000 40K Distances are in units of mounting height(20') LEGEND 4 3 2 t o 1 z 3 4 4 3 z r o r 3 a a :: a M o A r ro rn e 1 a r 0.25 fc pppp 0.5 fc 1,0 fc a .y �' - r t �✓ s � r1 } 4 T31VI ,4 T3M v; *r T41V .4 TSM FEATURES&SPECIFICATIONS INTENDED USE designed to provide a power factor>90%,THD<20%,with an expected life of 100,000 hours Highly efficient and long-lasting,the MR2 LED is ideal for parking areas,street lighting,walkways and with<1%failure rate Easily-serviceable surge protection device meets a minimum Category car lots C Low operation(per ANSI/IEEE C6241 2) CONSTRUCTION INSTALLATION Single-piece die cast housing has a unique flow-through design that allows for optimized thermal Integral arm provides easy installation to a pole and assists in alignment and leveling Secure management through convective cooling.A perforated housing prevents debris build-up while connection withstands up to 2 0 G vibration load rating per ANSI C136 31 The MR2 utilizes allowing natural cleaning of the heat sinks Modular design allows for ease of maintenance and the AERISTM'series pole drilling pattern for SPA and RPA options, wall mounting bracket also future light engine upgrades The LED driver and electronics are thermally isolated from the light available engine(s),ensuring long life Housing is completely sealed against moisture and environmental LISTINGS contaminants Low EPA(0.9 ft')for optimized pole wind loading. CSA certified to U.S and Canadian standards Light engines are IPbb rated;luminaire is IP65 FINISH rated U.S.Patent No.D556,357. Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish Design Lights ConsortiumO(DLC)qualified product Not all versions of this product may that provides superior resistance to corrosion and weathering A tightly controlled multistage be DLC 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 confirm which versions are qualified. changes without cracking or peeling Standard Super Durable colors include dark bronze,black, natural aluminum and white.Available in textured and non-textured finishes WARRANTY OPTICS Five year limited warranty.Full warranty terms located at Precision-molded acrylic lenses provide optimal luminaire spacing and improved uniformity Lenses are indexed to the circuit board to ensure consistent optical alignment and delivering Note:Actual performance may differ as a result of end-user environment and application repeatable photometric performance Light engines are available in standard 4000 K(67 CRI)or All values are design or typical values,measured under laboratory conditions at 25°C optional 5000 K(67 CRI)configurations The MR2 has zero uplight and qualifies as a Nighttime Specifications subject to change without notice Friendly-product,meaning it is consistent with the LEEDx and Green Globes-criteria for eliminating wasteful uplight. ELECTRICAL Light engine(s)consist of 60 high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life(100,000 hrs at 40°C,L70).Class 1 electronic driver ";gW7%iWN4,4 One Lithonia Way • Conyers,Georgia 30012 • Phone:800279.8041 • Fax:770 918 1209 _ MR2-LED m' 0 2011-2015 Acuity Brands Lighting,Inc All rights reserved Rev 03/03/15 Point# Northing Easting Elevation I Description 10 4732.46111 4891.9073 327.2301STA-PK _ �......mee... .,.. 11 5000 0000 5000 0000 331.5701STA-PK 12 4991.6750 4859 2867 333 900ISTA-NAIL 508 4797.852713133.4909 0.000DEED 509 4877.85271 3133.4909 0.0001DEED 510 4875.63121 2921.3525 0.0001 DEED 511 11 4852.2011 551 211 927.4253 0.000 DEED 51211, 4848.4414 2912.9053 0.000 DEED 513 4803.56081 2914.7864 0.000 DEED 511 111 4 4797.7725 3133.3998 0.000 DEED ......,. .._ 516 4997.44101 3103.9132 0.000 DEED ®,. - ------------- 517 _517 4996 9668 2940.9139 0.000 DEED 518 5046.96021 2940.0995 0.000 DEED -. _ . ._., . 519 5047.43581"3103.5988 ,_, 0.000 DEED ................... 525 4905.34751 4926.2478 0.000 CLC 4962.436314773.5721 _ 526 1 ,773.5721 0 000 CLC 527 5051.41391 4806.8907 0.000 CLC 528 4992.3906 4959.8383 0.000 CLC 1000 4894.51181 4933.39691 100.120 UP NM11 1001 5027.21201 4985.5665 100 030 UP NM12 1002 4904.2362 4926.32881 101.624 IPF 1003 5035.0575 972 2600 100.892 ANGLE IRON 1004 5073.8793 4993.936896.9641 PK IN..IP..,F, .. 1005 5116.8465 5007 7791 97.698 IPF 1006 51663 98 5 5027.13371 104.623ICO R FE 1007 5162.194 5027.9673 103.48 01COR WLK ®, 1008 5159.9756 5033.2475 103.007 FRONTEND WLK 1009 5153.7940 5035.3036 102.432 FOC STONE 1010 5147.8827 5058.61311 102.451 FOC STONE 1011 5145 8718 5064.0451 102.9621 FRONT WLK 1012 5142.4498, 5069.0649 102.934 BOW ... m. 1013 5170.95611 5015.3084 106.848 ON FE 1014 5085.36111 4998.8312 101.691 BOW . ---.. ___ 1016 1015 5070.0143[".. 5003.2273 101.008 FOC STONE 5061.8746 5025.5731 100.803 FOC STONE 1017 5058.3175 5036.7849 101.397 BOW 1018 5026.52691 4995.3M 111 100.208 H­ 1 1 0 1 1 1 9 1019 5012 4908 5007.5222 99.657 CB RND ®... - ..........,., --------------- 1020 5005.2298 4978.3397 99.566 CB RND 1021 5000.6460 4974.9452 1 99.8021 WGV 100.153 BOW ENDCONCNLY BRIG 1022 4992.0543 4962.7933 KSLY 1023 296 4956.5433 98.855 FOC STONE 1024 4935.01162 4977.1165 98.473f FOC STONE �..., ..,............. 1025 4902.7686 4929.8042 100.747 BOW END CONC SLY BRICK NLY 1026 4919.6260 4909.5503 108.076 HSE SIDING 1027 4931.92321 4922.6309 107.357 HSE SIDING MRP LED Catalog Nara-bee LED Area Luminaire p .Notes xrcrrnyq � Tri _ w umac �B4W r ...._ Introduction oIMAII The Omero"'family of Llminalres blends a traditional round dayform rvith contemporary, low- profile styling to accent architectural elements in a Specifications D variety of applications EPA: I I?ra It' LH The MRP LED combines the latest in LED Luminaire 6 3�g r_ technology with the designer aesthetic of the Height: rb 2_r; Ornero"'family for stylish, high performance Overall 32` OH '�_ °� ;„ illl_Irnnnation that lasts The MRP LED is ideal for Height: Diameter: iF3 replacing 100-25OW metal halide in area lighting '45% - applications with typical energy savings of 65%and 31 5 1 E, Weight s expected service life of over 100,000 hours. (max): t"p ''� t EXAMPLE: MRP LED 1 63B350/40KSR5 MVOLTDDBXD MBPLED fu......I N i.....m m .y m�QIVV IIIiIPoI in nD �IIIIIII ul a�q i,.�ii. ��ir- 1iRPLED I Ompngnr 350mAoptions: SR2 lypPllINIM' Shipped included Shlppedmstalled DDBXD Ddikbiowr (19 of631IN) 49B350730K 301 j SR3 Ige111 110' (blank) Fd, VioundpolP PER RL'lAhvnLhu-kleceplddeonMlnD I DMD Milk ulmtds) 49B350'40K 4110A i SR4 11-peN 203' DIIAXD Iidluldl Shipped separately D,1i6 Olulldimminydlhrw(nuronlrols?` dluminum 4963507SOK ;f100K AS iylI 240' 63B3S0.30K 30u0K 1 `ARPT20 2 3/8'Ienan Aphurl SF Single fuse(120,277,34T!)n DI'1HRD r1hAr 277' 1ARFT25 21/8'Ienonslibttrl DF D�mbleLuse(208,24148011)" DDBTYD Iectuledddik 63B35040K 400uK P 347 6313350'SOK SpfRIK MRPT30 3 li tenon slipfnler DFL DBfus�q lens blonzr 430 BL30 kvprheddknmint30'k=' DBLBRD fe�luledbldek 530mAoptions: \iRPT35 4'tenon Splitter HARD Imuledndluldl 1iRPF3 3'0D round ole BL50 4,��rtdmrhed nung,50%` dluminum 496530 30K 31-OJK P 4913530,40K 041K ddapler DMUD iMluledwhit P ;AiPF5 5'ODlnundpole ! 496 5 3015 0K Iii-AA tddpler� 631353G;301( 30r)(1K 636530401( -100K 630530,50K UOnK I NOTES Accessories I Configuredwth40DDK40K)praidesthe '. rads^''`3`"'�r1ad.sarr::arxeahr. shortest lead to as.Consult factory for 3000K bLLR7FI51U PhonxeN SSL[neF bckil2ryDN'' 130K)a n d 5000K i50K)l ead ti m?s 2 MVOLTdhver operates on any knavokage from PLL347FI 5iUL 1U P1homceA-SSLtn5(-bc1h(341V,' 120.277V i50V60 Hz).Sp acIy 120,208,24D or DLI.430F 15,_UL 1U Photxell SSItnet-b[kc430P-,' 277 options only-Yh Qn ordering with fusing i SF, OF options) S,U Shalrogcap3 Also aaailabla as aseparate accessory;sae !.IRP 120 DDN:DU 133'tenon s hpfi«ens pea If fi n is h) Accessories information at left. r4RP 125 D1&0u 2-73 finish, 4 Maximum pole wall thickness is 0.156` hnP139 UU6%DU 3-1 5 Not avallablQmth 347 or 4801 Single 20,277 faRPI35 UUB[PU 4'�nonslryfitrel spe<fiifimsh' 6 option Double fuse lDFuir;s)requires 208,240or48o bIRPF3DU6SDU 3*00murdpoleadapiertspait,finch) voltageoption t-IRPF5D66?DU 5-noni poleadareifspenfr 7 Raquiras an additlonalswkched line Dimming finch,' drivarstandard MVOLT only 8 Requires luminaireto bespecified with PER ,,.., option Ordered and shipped as a separate line it am O� 0nebthoniaWay • C nyers,Georgia3i0012 • Phone:8)02798(Al • Fax:770.918.1209 »���titi�� d G'1k ti901, llpr����Y' G2711-X13 Acuity Brands Lighting Inc Allrightsreserqed wwuuuw. CMEZZ MI-MW Lumen Output Lumen Ambient Temperature(LAT)Multipliers Lumen values are from photometric tests performed in accordance with IESNA LM-79-08 Data is considered to be representative Use these factors to determine relative lumen output for average ambient temperatures of the configurations shown,within the tolerances allowed by Lighting Facts.Actual performance may differ as a result of end- from 0-40°C(32-104°F), user environment and application.Actual wattage may differ by+/-8%when operating between 120-480V+/-10%.Contact 1. factory for performance data on any configurations not shown here Blowu, a p OAC 32�F 1,02 » d.. 10°C 500F 1 0 68OF 1 oilF00 ,,25C 77-F ,,.�. SR2 5043 1 3 1 87 3o c 86-F � 31 � t,00,99 1 .... _A .-,. 40�C 104 F 0,,,, _, 350 496350/45032 1 3 1 85. (49 LEDs) ....................... ....................�......... -.._�.-._..-.... SR5 5218 2 3 1 87 SR2 61 67 1 3 1 84 SR3 636a 1 _'3 i... �85 Projected LED Lumen Maintenance .� Data references the extrapolated performance projections for the MRP LED 16313530 408 2 3 1 85 350 6363501K 7300 platform in a 40°C ambient,based on 10,000 hours of LED testing(tested per IESNA LM- SR4 i 6 � 80-08 and projected per IESNA TM-21-11) SRS 6577 3 3 1 88 To calculate LLF,use the lumen maintenance factor that corresponds to the desired number 8269 2 3 2 16 (63 LEDs) , of operating hours below For other lumen maintenance values,contact factory. SR2 530 636530/--K 10900 SR4 8196 1 2 3 2 .. 76._ m°'' 0 25,000 50,000 100,000 SR5 8671 3 3 1 80 1„0 095 0„92 0.87 1 WV Electrical Load NNI'i tl 11,11 M FAENFAI 120 208 240 277 347 480 1(49) 1 3505800 0.54 091 011 0.23 0,19 0-13 ....... ........,.,.. 350 73W 068 039 034 029 0230,17 1(63) 530 109W 101 058 D50 044 035 025 ........................ ...�, • W9VI �V� �� VF To see complete photometric reports or download.ies files for this product,visit Lithonia fighting's P/rt I I 1 r,1�r f„q UII 1111 ' Isofootcandle plots for the MRP LED 1 6313530/40K Distances are in units of mounting height(20'). LEGEND �o. �m a. 'ia a m 'w a v 's r. m m a 2 ,'o a 0,1 fc $ a s pp m r t u 0.5 fc z . ry 1.0 fc L s 2 SF2 4 �RJ SR4 FEATURES&SPECIFICATIONS INTENDED USE failure rate Easily-serviceable surge protection device meets a minimum Category C Low for Streets,walkways,parking lots and surrounding areas. operation(per ANSI/IEEE C62 41 2) CONSTRUCTION INSTALLATION Single-piece die-cast aluminum housing with nominal wall thickness of 012” Die-cast top access Standard post-top mounting configuration fits into a 4”OD open pole top(round pole only) doorframe has impact-resistant,tempered glass lens(3/16"thick).Doorframe is fully gasketed Multiple options and accessories are available for other mounting needs. with one-piece tubular silicone LISTINGS FINISH CSA certified to U S and Canadian standards Luminaire is IP65 rated Rated for-40°C Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish minimum ambient.U.S.Patent No.D556,357. that provides superior resistance to corrosion and weathering A tightly controlled multistage Design Lights ConsortiumO(DLC)qualified product Not all versions of this product may process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate be DLC qualified.Please check the DLC Qualified Products List at to changes without cracking or peeling Standard Super Durable colors include dark bronze,black, natural aluminum and white Available in textured and non-textured finishesconfirm which versions are qualified. OPTICS WARRANTY Precision acrylic refractive optics for optimum light distribution through the flat glass lens Light Five year limited warranty.Full warranty terms located at:nv engines are available in standard 4000K(67 CRI)or optional 3000K(80 CRI)or 5000K(67 CRI) configurations Note:Specifications subject to change without notice. ELECTRICAL Light engine consists of 49 or 63 high-efficacy LEDs mounted to a metal-core circuit board and aluminum heat sink,ensuring optimal thermal management and long life Class 1 electronic driver has a power factor>90%,THD<20%,and has an expected life of 100,000 hours with<1% i fA 11 f d� L h�U ,k One Lithonia Way • Conyers,Georgia 30012 • Phone:800 279 8041 • Fax:770 918 1209 MRP-LED mu 14F1 (r1 w�^L, 0 2011-2013 Acuity Brands Lighting,Inc All rights reserved Rev 12/19/13 KBA8 LED ...N�mbe ................ LED Specification Bollard Notes eP..�,.� � mm .. ......�._.�w.........._ Type Introduction The KBA8 Bollard is a stylish,fully integrated LED solution for walkways. It features a sleek, modern design and is carefully engineered to Specifications provide long-lasting,energy-efficient lighting H with a variety of optical and control options for 8" Round (203 cm) customized performance. Height: ( 42" With an expected service life of over 20 years of u ,067cm) nighttime use and to 70%in energys Weight 27 lbs g p savings (max): (12 25 kg) over comparable 10OW metal halide luminaires, the KBA8 Bollard is a reliable, low-maintenance 0 lighting solution that produces sites that are exceptionally illuminated. EXAMPLE: KBA8 LED 16C 700 40K SYM MVOLT DDBXD KBA8 LED u i III� v a o n u m b o a g'i IIIIIIIIIIIIIIIIIII ""' i IB�d KBA8 LED Asymmetric 350 350m 30K 3000K ASY Asym- MVELT5 Shipped installed Shipped installed DWHXD White Stripinga 12C 17 LEDs' 450 450m" 40K 4000K metric' 1205 PE Photoelectric SF Single fuse DNAXD Natural SDDB Dark cell,button (120,277, aluminum bronze 530 530mA SON 5000K SYM metric' 208 type 347V)" DDBXD Dark SDWH White Symmetric 700 700m AMBPC Amber 2405 DMG 0-10V DF Double fuse bronze SDBL Black 16C 16 LEDs, phos converted ted 2775 driver(no 220$overall DBLXD Black SDNA Natural AMBLW Amber limited 347° controls) H24 height overall DDBTXD Textured aluminum height wavelength'' ELCW Emergencydark SDTG Tennis battery H30 30"overall bronze green backup height DBLBXD Textured H36 36"overall SDBR Bright red black height SDBUA Dark blue FG Ground-fault DNATXD Textured SDYLB Yellow festoon outlet natural aluminum UAB Without DWHGXD Textured anchor bolts white (3 bolt base) L/AB4 4 bolt retrofit base without anchor bolts' Accessories NOTES Ordered and shipped separately. 1 Only available in the 12C,ASY version MRABU Anchor bolts for KBA8 LEDs 2 Only available in the 16C,SYM version 3 Only available with 450 AMBLW version 4 Not available with ELCW. 5 MVOLT driver operates on any line voltage from 120-277V(50/60 Hz).Specify 120,208,240 or 277 options only when ordering with fusing(SF,DF options),or photocontrol(PE option).. 6 Not available with 347V Not available with fusing,Not available with 450 AMBLW. 7 Single fuse(SF)requires 120,277,or 347 voltage option,Double fuse(DF)requires 208 or 240 voltage option. 8 MRAB U not available with UA64 option. 9 Striping is available only in the colors listed L17W VM One Lithonia Way Conyers,Georgia 30012 Phone:800 279 8041 • Fax:770918,1209 n'A7n.3y�i' 0 2012-2014 Acuity Brands Lighting,Inc All rights reserved c � � w ���.��... ., ................www,.;.,...,.,». ........,. ....,..,,.,.,,....„. ..,..,,,,, .... ...........,...m.m.,,.,m., ...rr.r.. rr.,wxxxxx wrrxrrrrr.rr.rrwr.wmm�.,...,..,,...w..,. „ 4 1�m^ m Lumen values are from photometric tests performed in accordance with IESNA LM-79-08 Data is considered to be representative of the configurations shown,within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end-user environment and application..Actual wattage may differ by+/-8%when operating between 120-480V+/-10% o P u o o E u .a 11II' q 14, � I= COOK 030 0 350 16 641 40 1 1 14 809 51 1 1 1 870 54 1 1 1 Asymmetric 1 1 1 1,191 54 1 1 1 1,282 8 3 Engines �. (12 LEDs) 700 31 19214.......,40 1,.,. + 1 1 1527 � ,5,, 1.. 1 - 1 I 1,646 55 1 1 1 1 CCC Amber450 324 20 0 0 350 200 0 1,116 } 56 1 0 0 1,203 60 1 0 0 Symmetric 530 28 18854 45 1 ( 0 0„I 1,598 1 57 1 0 1 1,719 61 1 0 1 ti .. gines (16 LEDs) 700 39 1,608 41 1 0 1 2,02252 11 2,180 56 2 0 1 Amber450 20 ,..., .. ..... ,.....3.74 19 0„ 00 Note: Available with phosphorconvertedamber LED's(nomenclature AMBPC).These LED's produce light with 97+%>530 nnn Output can be calculated by applying a 0,7 factor to 4000 K lumen values and photometric files.. Projected LED Lumen Maintenance Electrical Load 1 Data references the extrapolated performance projections for the platforms noted in a somiffj am 25oC ambient,based on 10,000 hours of LED testing(tested per IESNA LM-80-08 and t' 120 208 240 277 347 projected per IESNA TM-21-11) 350 16W 0.158 0,118 0,114 0,109 0,105 To calculate LLF,use the lumen maintenance factor that corresponds to the desired number 530 22W 0.217 0,146 0.136 0,128 0.118 of operating hours below.For other lumen maintenance values,contact factory. 12C 700 31W 0,29fi 0,185 0,168 0,153 0,139 Amber 450 16W 0,161 0120 0.115 0.110 0106 • a 0 25.040 50, 100,000 350 20W 0,197 0137 0..128 0.121 0114 530 28W 0282 0118 0,162 0,148 0135 7.00 0.98 0,97 0.95 16C 700 39W 0,365 0.231 0,207 0,185 0.163 Amber450 20W 0.199 0139 0130 0123 0116 MIl�lllll�lilll r ..... ..w.w. �.,.,.. ,.., ww ��.www,.........._.eee.......... .. ..,,w,.w..e.-- ..... .._._. . • 11ii III To see complete photometric reports or download ies files for this product,visit Lithonia Lighting's BN, ,11,r 1 �- I,� Isofootcandle plots for the KB LIMED Bollards Distances are in units of mounting height(3') 9 i5 h S ro ¢. re a IP 'I a r P 'N G LEGEND " 0.1 fc 0.5 fe 1.0 fc 4 j� 3.0 fc: S 6.0 fc a 4 4 1bC 7,3;01'SYr/ FEATURES&SPECIFICATIONS INTENDED USE ELECTRICAL The rugged construction and clean lines of the KBA bollard is ideal for illuminating Light engines consist of high-efficacy LEDs mounted to metal-core circuit building entryways,walking paths,and pedestrian plazas,as well as any other boards to maximize heat dissipation and promote long life(L95/100,000 hours location requiring a low mounting height light source with fully cutoff illumination at 700mA at 25°C) Class 2 electronic drivers are designed for an expected life of 100,000 hours with<1%failure rate.Electrical components are mounted on CONSTRUCTION a removable power tray One-piece 8-inch round extruded aluminum shaft with thick side walls for LISTINGS extreme durability,a high-impact clear acrylic lens and welded top cap Die-cast CSA certified to U S and Canadian standards Light engines are IP66 rated aluminum mounting ring allows for easy leveling even in sloped locations and a full Rated for-40°C minimum ambient,Cold-weather emergency battery backup 360-degree rotation for precise alignment during installation Three/2"x 11"anchor rated for-20°C minimum ambient, bolts with double nuts and washers and 3 3/4"bolt circle template ensure stability. Overall height is 42"standard, WARRANTY FINISH Five-year limited warranty,Complete warranty terms located at Exterior parts are protected by a zinc-infused super durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering Note:Specifications subject to change without notice for maximum retention of gloss and luster.A tightly controlled multi-stage process ensures a minimum 3-mil thickness for a finish that can withstand the elements without cracking or peeling Available in both textured and non-textured finishes OPTICS Two fully cutoff optical distributions are available:symmetrical and asymmetrical, IP66 sealed LED light engine provides smoothly graduated illumination without any uplight-Light engines are available in standard 4000 K(>70 CRI)or optional 3000 K (>80 CRI)or 5000 K(67 CRI),Limited-wavelength amber LEDs are also available �dp1;�uM'"„ 1�wY N1 ip1il One Lithonia Way • Conyers,Georgia 30012 • Phone:800 279 8041 Fax:770 918 1209 KBA8-LED F/MV11ilwyal0 2012-2014 Acuity Brands Lighting,Inc All rights reserved Rev 06/24/14 MRW LED Natalog umber Architectural Wall Sconce Notes ....._�_- eee�._ ,... .... irtl n Type F,% acts wi /r l9fa Introduction Inverted available with (DMERC4�) WLU option only. The classic Architectural Wall Sconce is now available with the latest in LED technology.The Specifications result is a long-life, maintenance-free product with Luminaire Optional Back Box [BBW) typical energy savings of 75%compared to metal Height: 7-114° Height: 4" halide versions.The integral battery backup option (18.4 cm) (102 rrr,) provides emergency egress lighting,without the Width: 18" Width: 5-1/2" (457 cm) (14.0 crn) use of a back-box or remote gear,so installations Depth: 9" Depth: 1-112" maintain their aesthetic integrity. (22..8 cm) (?8 cin) 18 lbs The MRW LED is ideal for replacing existing 50— Weight: (82 k9) side-entry For ent ry NPT p... 175W metal halide wall-mounted products.The conduit expected service life is 20+years of nighttime use. ........... H Wp ... ..e�. �. • MW EXAMPLE: MRW LED 2 1OA700/40K SR3 MVOLT DDBTXD MRW LED MRW LED i One engine 700 mA options: SR2 Type II MVOLT Shipped included Shipped installed DDBXD Dark bronze (IOLEDs) 1OA700/30K 3000K SR3 Type 111 1201 (blank) Surface mount PE Photoelectriccell,button type" DBLXD Black 2' Two engines 1OA700/40K 4000K SR4 Type IV 208' Shipped separately 2 SF Single fuse(120,277,347V)' DNAXD Natural aluminum (20 LEDs) IOA700/50K 5000K 240' BBW Surface-mounted DF Double fuse(208,240,48OV) DWHXD White 2771 back box DMG 0-10V dimming driver(no controls) DSSXD Sandstone 347 UT5 Uptilt 5 degrees ELCW Emergency battery backup" DDBTXD Textured dark bronze WLU Wet location door for up orientation' DBLBXD Textured black 480 PIR Motion/ambient light sensor' DNATXD Textured natural Shipped separately aluminum VG Vandal guard DWHGXD Textured white WG Wire guard DSSTXD Textured sandstone NOTES Emergency Batter Operation 1 MVOLT driver operates on any line voltage from g y y p 120-277V(50/60 Hz),Specify 120,208,240 or 277 options only when ordering with photocell(PE The emergency battery backup(ELCW option)is integral to the luminaire-no external housing required!This design provides reliable option)or fusing(SF,DF options).. emergency operation while maintaining the aesthetics of the product. 2 May also be ordered separately as an accessory.Ex: A0 LIC w coo6 w ntwan5'inciu,udo fad'r Ilrarkr�"«riari,9a,arrl.va.a.rbnritc 1n+riu verph an 4,te ud reqs re im nedhatel detect AC power loss Dual 1qft WSBBW DDBXD U.Must specify finish. 1 ! y`' y Y Fu '1 3 Must be ordered with fixture;cannot be field wrrroteluwa a we+rnrlwa d m Ir wa eth.9 y both atn yurowN u.rfuur ute in wu wre.egarar y nuoalr viii!puuuravie'6ii„wrvTdatatuwrv�al r,a'}n"dtptitawrl,;np redundancy,Xhimarr a6rssiefry I'ealurlsn'remt''aroAs Intoprnruoual„wsof,c l°d' IWNft 2008-)007Ib installed, 4 Not available with MVOLT optionButton photocell the e.nrr as+lwenny Iwitie'ywill p ower flu",tuwniwrvaiw'o fm a minninjol lwaeation of rra4r'ra.uta:a (gar,xilawu�r ra thru➢Fau,rai Of Ihre c Ipaa�,aurs)0in2rn the Riin r , Supply pD,ver uw 1,4r'prWalor.ra-rtd�rinaj Bu ir(Alo.p C'odn farm on li 06 k7rrea'NN 1"A 1Vf r lAer S afo• y C ad3e Sect on T,A ArG-avrtlrerk lun6nairc,,,are (PE)can be ordered with a dedicated voltage option. k @ Single fuse(SF)requires 120,277 or 347 voltage rnorunted«roe rin,t,pprorrfpoki't+;ho4)I'"and Mununale,,mr qlen apuaurt n+n th rm rviarpnr obTanarttiaauro, option.Double fuse(DF)requires 208,240 or 480 voltage option„ 12'MH 'v The examples at right show illuminance J ;i� i /i N�li '%� Pdt �I / Not available with 480V option.Not available with of 1 fc average and 0.1 fc minimum of 8'M H motion/ambient light sensor(PIR). the single-engine Type duct in zs en ine T t� orw emergency ode. IV product i I(fir' '' e zz : of f� � e 6 Integral battery pack is rated for-20"1:ra 60°C operating temperature LI d'W warranty is 3-year WST LED 1 1OA700/40K SR4 MVOLT ELCW period.Not available with 347V or 48OV.Not ' available with WLU. 10'x 10'Gridlines 28, µ.-..� "1 WLU not available with PIR or ELCW 8'and 12'Mounting Height 8 SpAm+ lr+rs rhe Sir• r i, i rh Sr fu)Y o)t r rxim,)l fprrhiuuaaw,aM wrchneda dt1 sear d74+Nkm Sv mar esiurr eJor' '"� etusar@s Inchar gar.ajohieM rcgbt 5uunsar NatavrmtitaW�i w0 &"F'ofition(buncprw tyype p fio, saes rty t7inow u r th woi mandaird Not,awMr'wdrpa"vrorptrWI Lf,'Yr.5a b"a'f,'}'. �A Llroxf=XIA One Lithonia Way • Conyers,Georgia 30012 Phone:800,279,8041 Fax:770,918 1209 • rro rvi Ilil Irrlrl r r,:+a,r'ry L/GHTING, ©201-2014 Acuity Brands Lighting,Inc All rights reserved Lumen Output Lumen Ambient Temperature(LAT)Multipliers Lumen values are from photometric tests performed in accordance with IESNA LM-79-08 Data is considered to be representative Use these factors to determine relative lumen output for average ambient temperatures of the configurations shown,within the tolerances allowed by Lighting Facts Actual wattage may differ by+/-8%when operating from 0-40`C(32-104°F). between 120-480V+/-10%.Actual performance may differ as a result of end-user environment and application. 0°C 32°F 1 10 10°C 50°F 1,06 1 02 .m_....30 C _.... .,, 8 F ,,...0 . 98 1 .. 40°C ,.......,104 SR2 2,005 1 0 1 84 ----. 700 10A700/4 24W S113 2,029 1....... 0 1 84 92 (10 LEDs) SR4 1,959 1 0 1 82 2 sez 3,944 1 0 1 84 Projected LED Lumen Maintenance 700 10A700/4 47W SR3 4,028 1 0 1 86 Data references the extrapolated performance projections for the MRW LED 2 t0A700 120LEDslSR4 3,851 1 0 1 82 P testing(tested Per IESNA LM-latform in a 25°C ambient,based on 10,000 hours of LED testin ,� ...... .......w._... .., ... ._.. �,...... ...............„. ......_..._- --- 80-08 and projected per IESNA TM-21-11). 1 See electrical load chart for 347/480V system watts. To calculate LLF,use the lumen maintenance factorthat corresponds to the desired number of operating hours below.For other lumen maintenance values,contact factory. 1A 6A� Electrical Load Mill 170 208' ",?40, 2.77 My ”406 I 24W i 024 014 012 0,1 1 700 29W' 009 0,07 i 47W J 0.44 027 0.23 020 2 I 700 f 53 W 1 j - - - 0.17 0.12 1 Higher wattage is due to electrical losses from step-down transformer. To star Complete photorrilionfic teprtf is o1'dowwnlooll,6 files for this produrt visit b honia Lightaigsa MIM LED D home(airage. Isofootcandle plots for the MRW LED 210A700/40K SR2,SR3,and SR4 Distances are in units of mounting height(12'). Distribution overlay comparison to 175W metal halide LEGEND 4 3 2 1 0 1 z 3 4 4 3 z 1 0 1 2 3 4 4 3 z 1 0 1 2 3 4 LEGEND i a, 0.1 fc a LMRW ED, Q.S fx 0.5 fc �.x MRW 1.4 f'c HID, 0.5 fc 10'W Sidewalk LLD,: MRW HID: MRW LED: 5 .y MRWHID=0.77 213W 47W SR4 - MRWLED=0.95 _w._.. ..... 4 u -0 MRW LED 2 10A700 40K SR4. MRW 175M FT Probe,12'Mounting Ht FEATURES&SPECIFICATIONS INTENDED USE ELECTRICAL The classic architectural shape ofthe MRW LED was designed for applications such as hospitals, Light engine(s)consist of 10 high-efficacy LEDs mounted to a metal core circuit board and schools,malls,restaurants,and commercial buildings The long life LEDs and driver make this integral aluminum heat sinks to maximize heat dissipation and promote long life(100,000 luminaire nearly maintenance-free firs at 25°C,L77) Class 2 electronic driver has a power factor>90%,THD<20% Easily- CONSTRUCTION serviceable surge protection device meets a minimum Category B(perANSI/IEEE C6241 2) The single-piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal INSTALLATION transfer from the internal light engine heat sinks and promote long life The driver is mounted in A universal mounting plate with integral mounting support arms allows the fixture to hinge direct contact with the casting for a low operating temperature and long life The die-cast door down for easy access while making wiring connections The integral bubble level on the frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, mounting plate provides assistance for level placement on every installation providing an IP65 rating for the luminaire LISTINGS FINISH CSA certified to U S and Canadian standards. Light engines are IP66 rated;luminaire is IP65 Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish rated and suitable for wet locations when mounted with the lenses down.WLU option offers that provides superior resistance to corrosion and weathering A tightly controlled multi-stage wet location listing in"up"orientation Rated for-30°C minimum ambient process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling Standard Super Durable colors include dark bronze,black, Design Lights Consortium (DLC)qualified product Not all versions this product may natural aluminum,sandstone and white Available in textured and non-textured finishes. be DLC qualified Please check the DLC Qualified Products List at wrvmr tlFsiHi li+yllil,ravel to confirm which versions are qualified OPTICS WARRANTY Precision-molded acrylic lenses are engineered for superior distribution,uniformity,and spacing in wall-mount applications Light engines are 4000K(7O CRI) The MRW LED has zero uplight and Five year limited warranty.Full warranty terms located at vvNw Fn.ulgl i-1ndu,,,rim1 qualifies as a Nighttime Friendly"'product,meaning it is consistent with the LEEDG and Green (l,i^tn,iw a R,a,,oi,a /11,.iiir,.;ai d r�1i irl'iti air, alui. Globes-criteria for eliminating wasteful uptight Note:Specifications subject to change without notice L/rH0MIA One Lithonia Way • Conyers,Georgia 30012 • Phone:800,279 8041 • Fax:770.918-1209 vrniviN IlllviaJ it�r:cirel MRW-LED UG7Hr)A70, ©2011-2014 Acuity Brands Lighting,Inc All rights reserved Rev 10/20/14 WARREN COUNTY PAMELA J. VOGEL COUNTY CLERK 00 LIMENT- Milli 11111 Lake George, NY IME a36016 PAGE.- 562 82 Instrument Number: 2008-00006562 As Recorded On: August 05, 2008 Deed Commercial Parties: KRUGER DONALD P To 60 BIG BOOM LLC Billable Pages: 2 Recorded By: BRENNAN &WHITE LLP Num Of Pages: 3 Comment: Examined and Charged as Follows: ' ` Deed Commercial 31.00 Cover Page 5.00 RP-5217 Commercial 165.00 TP-584 5.00 Recording Charge: 206.00 Consideration Amount Amount RS Gs# Transfer Tax 0.00 0.00 TT 1 B Basic 0.00 QUEENSBURY Special Additional 0.00 Additional 0.00 Transfer 0.00 Tax Charge: 0.00 RECOROE6 County Clerks Office Aug 05x2008 12:14P PAaeIA J. Vogel Warren County Clerk • THIS PAGE IS PART OF THE INSTRUMENT I hereby certify that the within and foregoing was recorded in the Clerk's Office For: WARREN COUNTY, NY File Information: Record and Return To: Document Number: 2008-00006562 BRENNAN &WHITE LLP Receipt Number: 83337 163 HAVILAND RD Recorded Date/Time: August 05, 2008 12:14:21 P QUEENSBURY NY 12804 Book-Vol/Pg: Bk-RP VI-3606 Pg-182 Cashier!Station: S Steen f Cash Station 2 DUCUMENTT 00006562 VOLUME: 3606 PAGE: 183 WARRANTY DEED with Lien Covenant (} THIS INDENTURE MADE THE 28TH DAY OF JULY, TWO THOUSAND EIGHT BETWEEN DONALD P.KRUGER,residing at 3 Osprey View,Queensbury,New York, 12804, PARTY OF THE FIRST PART, and 60 BIG BOOM,L.L.C.,a New York limited liability company having its principal address at 3 Osprey View, Queensbury,New York, 12804, PARTY OF THE SECOND PART, WITNESSETH that party ofthe first part,inconsideration of one Dollar and 00/100($1.00) lawful money of the United States,and other good and valuable consideration paid by party of the second part, does hereby grant,remise and release unto the party of the second part,his heirs and assigns forever, ALL THAT CERTAIN PARCEL OF LAND, situate, lying and being in the Town of Queensbury,County of Warren,and State of New York,described as follows: BEGINNING at a point in the center of Big Boom Road at the southeasterly corner of premises now or formerly owned by Arrowhead Estates,running from thence South 00 degrees and 30 minutes East in the center of Big Boom Road, 145.75 feet; thence South 03 degrees and 12 minutes West, still in the center of Big Boom Road, 8.00 feet; thence North 84 degrees and 43 minutes West,603.34 feet to a point for a corner in the easterly bounds of Interstate Route 87;thence North 24 degrees and 39 minutes East along the easterly bounds of Interstate Route 87, 139.09 feet; thence North 24 degrees and 49 minutes East, stili along the easterly bounds of Interstate Route 87, 23.11 feet to a point at the southwesterly comer of the said lands now or formerly of Arrowhead Estates;thence South 84 degrees and 43 minutes East along the southerly bounds thereof,534.51 feet to the point and place of beginning, containing 2.00 acres of land, be the same more or less. Bearings refer to the magnetic meridian as of May, 1958. Excepting the right of the public in and to that portion of Big Boom Road lying within the bounds of the above described premises. BEING the same premises conveyed by Bruce W.Shaffer to Donald P.Kruger,by deed dated November 6,2006,and recorded in the Warren County Clerk's Office on November 8,2006,in Liber 3105 at page 54. TOGETHER with the appurtenances and all the estate and rights of party of the first part in and to said premises, , DOCUMENT 00006562 VOLUME: 3606 PAGE= 184 TO HAVE AND TO HOLD the premises herein granted unto party of the second part,his heirs and assigns forever. And said party of the first part covenant as follows: First, That the party of the second part shall quietly enjoy the said premises; Second, That said party of the fust part will forever Warrant the title to said premises. THIRD, That, in compliance with Sec. 13 of the Lien Law,the grantors will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement andwill apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. IN WITNESS WHEREOF, the party of the 1' rs pa4havcherto set h hand and seal the day and year first above written. IN PRESENCE OF Dona P. r STATE OF NEW YORK) COUNTY OF WARREN ) ss. On the 28th day of July,2008,before me,the undersigned,personally appeared DONALD P.KRUGER,personally known to me or proved to be on the basis of satisfactory evidence to be the individual(s) whose name(s)is (are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed this instrument. 4C Adez-, TARP PUBLIC lART:"I"0, 9I1YETTTi NOTARY PUBLIC, State of Nei brk R&R: Warren County Na,4 5 5 Brennan&White,L.L.P. my corn1 fission Expires 163 Haviland Road Queensbury,New York 12804 '4 COMMERCIAL LEASE This lease is made between, Donald Kruger, 60 Big Boom Rd LLC. herein called Lessor, and Giovanone Real Estate Partners, LP. herein called Lessee. Lessee hereby offers to lease from Lessor the premises situated in the Town of Queensbury, State of New York, described as 60 Big Boom Road, upon the following TERMS and CONDITIONS: 1. Term and Rent. Lessor demises the above premises for a term of THREE (3) years, commencing July 1, 2014 and terminating June 30, 2017, as provided herein at the annual rental of$24,000.00 NET and ABSOLUTE, payable in equal installments in advance on the first day of each month for that month's rental in the amount of$2,000.00 per month All rentl payments be de to Lessor at Any retur ed checks llor late apayments will incur a fee of$50.00 and shall be deducted from the security deposit in full. 2. Use. Lessee shall use and occupy the premises as Retail Outdoor Center The premises shall be used for no other purpose. Lessor represents that the premises may lawfully be used for such purposes. There will be no sub-letting allowed, 3. Care and Maintenance of Premises. Lessee acknowledges that the premises are in good order and repair, unless otherwise indicated herein. Lessee shall, at his own expense and at all times, maintain the premises in good and safe condition, including plate glass, electrical wiring, plumbing and heating installations and any other systems or equipment upon the premises and shall surrender the same, at termination hereof, in as good condition as received, normal wear and tear excepted. Lessee shall be responsible for all repairs req excepting wired exce tin roof, exterior walls and structural foundations, which shall be maintained by the Lessor. Lessee shall also maintain in good condition such portions of adjacent to the premises, such as sidewalks, driveways, lawns and shrubbery, which would otherwise, be required to be maintained by Lessor. 4. Alterations. Any alterations, additions or improvements become property of the Lessor and will not be removed by the Lessee. 5. Ordinances and Statues. Lessee shall comply with all statues, ordinances and requirements of all municipal, state and federal authorities now in force, or which may hereafter be in force, pertaining to the premises, occasioned by or affecting the use thereof by Lessee. 6. Assignments and Subletting. Lessee shall not assign this lease or sublet any portion of the premises without prior consent of the Lessor,which shall not be unreasonably withheld. Any such assignment or subletting without consent shall be void and, at the option of the Lessor, may terminate this lease. 7. Utilities. All applications and connections for necessary utility services on the premises shall be made in the name of the Lessee only, and Lessee shall be solely liable for the utility charges as they become due, including those for sewer, water, gas, electricity, and telephone services as of the date of occupancy. 8. Entry and Inspection. Lessee shall permit Lessor or Lessor's agents to enter upon premises at reasonable times and upon reasonable notice of 48 hours, for the purpose of inspecting the same, and will permit Lessor at any time within sixty (60)days prior to the expiration of the lease, to place upon the premises any usual"To Let"or"For Lease" signs, and permit persons desiring to lease the same to inspect the premises thereafter. 9. Possession. If Lessor is unable to deliver possession of the premises at the commencement hereof, Lessor shall not be liable for any damage caused thereby, nor shall this lease be void or voidable, but Lessee shall not be liable for any rent until possession as delivered within thirty (30) days of the commencement of title transfer to Lessor. i 10. Indemnification of Lessor. Lessor shall not be liable for any damage or injury to the Lessee, or any other person, or to any property, occurring on the premises or any part thereof, and Lessee agrees to hold Lessor harmless from any claims or litigation, no matter how they occur. 11. Insurance. Lessee, at his expense, shall maintain plate glass and public liability insurance including bodily injury and property damage insuring Lessee and Lessor with minimum coverage as follows: $500,000.00 per occurrence 12. Eminent Domain. If the premises or any thereof or any estate therein, or any part of the building materially affecting Lessee's use of the premises, shall be taken by eminent domain, this lease shall terminate on the date the title vests pursuant to such taking. The rent, and any additional rent, shall be apportioned ad of the termination date, and any rent paid for any period beyond that date be repaid to Lessee. Lessee shall not be entitles to any part of the award for such taking or any payment in lieu thereof, but Lessee may file a claim for any taking of fixtures and improvements owned by Lessee, and for moving expense. 13. Destruction of Premises. In the event of a partial destruction of the premises during the term hereof, from any cause, Lessor shall forthwith repair the same, provided that such repairs can be made within sixty(60) days under existing governmental laws and regulations, but such partial destruction shall not terminate this lease, except that Lessee shall be entitled to a proportionate reduction of rent while such repairs are being made based upon the extent to which the making of such repairs shall interfere with the business of Lessee on the premises. If such repairs cannot be made within sixty(60) days, Lessor at his option, may make the same within reasonable time, this lease continuing in effect with the rent proportionately abated as foresaid, and in the event that Lessor shall not elect to make such repairs which cannot be made within sixty(60)days, this lease may be terminated at the option of either party, In the event that the building in which the demised premises may be situated si destroyed to an extent of not less that one-third of the replacement costs thereof, Lessor may elect to terminate this lease whether the demised premises be injured or not. A total destruction of the building in which the premises may be situated shall terminate this lease. 14. Lessors Remedies on Default. If Lessee defaults in payment of rent or any additional rent, or defaults in the performance of any other covenants or conditions hereof, Lessor may give Lessee notice of such default and if Lessee does not cure such default within thirty (30) days, after the giving of such notice (or if such their default is of such nature that it cannot be completely cured within such period, if Lessee does not commence such curing within such ten (10) days and thereafter proceed with reasonable diligence and in good faith to cure such default), then Lessor may terminate this lease on not less than thirty(30) day's notice to Lessee. On the date specified in such notice the term of this lease shall terminate and Lessee shall then, quit and surrender the premises to Lessor, but Lessor shall remain liable as hereinafter provided. If this lease shall have been so terminated by Lessor, Lessor may at any time thereafter resume possession by any lawful means and remove Lessor or occupants and their effects. No failure to enforce shall be deemed a waiver. 15. Security Deposit. Lessee shall deposit with Lessor on the signing of this lease a sum of $ N/A as security for the performance of Lessee's obligations under this lease, including without limitation the surrender of possession of the premises to Lessor as herein provided. If a Lessor applies any part of the deposit to cure any defaults of the Lessee, Lessee shall on demand deposit with Lessee the amount so applied so that Lessor shall have the full deposit on hand at all times during the term of this lease. Amount of security does not accrue interest. If this lease is terminated for any reason before its expiration date by the tenant, it is fully agreed that the security deposit will be forfeited to Lessor in whole, without objection. 16. Taxes. Lessee shall pay the General Property tax bill in September and the School tax bill in January. 17. Refuse. Will be at Lessee's expense. 18. Plowing and Parking Lot Maintenance. Shall be at Lessee's expense 19. Signage. Signs will become the property of the Lessor upon termination of lease. Lessor may remove signage if Lessee is in default for any reason. i 20. Attorney's Fees. If case suit shall be brought for recovery of the premises, or for any sum due hereunder, or because of any act which may arise out of the possession of the premises, either party, the prevailing party shall be entitled to all costs incurred in connection with such action, including a reasonable attorney's fee. , 21. Notices. Any notice which either party may or is required to give shall be given by mailing the same, postage prepaid to Lessee at the premises, or Lessor at the address shown below or at such other places as may be designated by the partied from time to time. 22. Heirs,Assigns, Successors. This lease is binding upon and inures to the benefit of the heirs, assigns and successors in interest to thee parties. 23. Option To Renew. Provided that Lessee is not in default in the performance of this lease, Lessee shall have the first right of renewal for two additional terms commencing at the expiration of the initial lease term. All of the terms and conditions apply during the renewal term.The option shall be exercised by written notice given to Lessor not less than 60 days prior to the expiration of the initial lease term. If notice is not given in the manner provided herein within the time specified, this option shall expire. Lessee shall have first option on required amount of space in any new building placed on site in future 24. Subordination. This lease is and shall be subordinate to all existing and future liens and encumbrances against property. 25. Entire Agreement. The foregoing constitutes'the entire agreement between the partied and may be modified only by writing signed by both partied. The following Exhibits, if any, have been made a part of this lease before the parties'execution hereof: Exhibit 1 Signed 'his 8th day of October, 2014 M� hael A. Giovanon Oona9 KRIger t. me Member 4t4 0e IP i,tnessed: ' #1)One half of the rental payment will be applied towards the purchase price of$450,000.00 for the building and land.