Loading...
1140 PB 3.15.17 APP BINDER VISION Engineering CIVIL • STRUCTURAL• MUNICIPAL March 15, 2017 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attn: Laura Moore, Town Planner RE: 140 Carey Road, Lot 14—Site Plan for Mohawk Industrial Werks Project VISION Engineering represents the applicant 140 Carey Road, LLC (contact is Bill Brandt), who purchased the above parcel in the Carey Road Industrial Park for development of an office building with an attached maintenance garage. The project will consist of partial development of the 6.45 acre parcel with a proposed 15,375 square foot building with associated utilities, access, parking, lighting, landscaping, and storm water management. As we understand the Town's regulations pertaining to the project the following approvals are required; - Planning Board Site Plan Review - TBOH Variance (for use of a sewage holding tank) Enclosed please find the following documents in support of the project; 1. Deed 2. Survey 3. Agent Authorization 4. SEQRA Short EAF 5. Aerial Photo 6. Town Application for Site Plan Review 7. Site Plan Drawings C-1.1 thru C3.3 8. Lighting Fixture Product Data 9. Project Narrative 10. SWPPP/Stormwater Report We request that the applicant be placed upon the planning board agenda for the April 2017 meeting dates if possible. We simultaneously submit to the TBOH in hopes of having them consider the holding tank variance prior to the PB meeting date in April. Upon your review of the documentation, please contact me at your earliest convenience if you have any questions or require additional information. Sincerely, Daniel W. Ryan, P.E. VISION Engineering, LLC 206 Glen Street•Suite 56•Glens Falls, NY• 12801 •P: 518-792-9264• F: 518-792-9282 www.visionengineeringlic.com VISION Engineering CIVIL • STRUCTURAL• MUNICIPAL March 15, 2017 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attn: Laura Moore, Town Planner RE: 140 Carey Road, Lot 14—Site Plan for Mohawk Industrial Werks Project This summary is provided in support of the above project and provides additional information pertaining to the project regarding the review standards. A. Site Plan Review Standards A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan. The project is in the commercial light industrial district and is consistent with the policies of the Town's Comprehensive Plan. B. The proposed project complies with all other requirements of this chapter, including the site plan review standards as set forth in Paragraph F of this section, the dimensional, bulk, and density regulations of the zoning district in which it is proposed to be located (Article 3 and Table 1), the applicable requirements of all other articles that apply. The project complies with the zoning for the parcel and Town's policies regarding the requirements listed above. C. The site plan encourages pedestrian activity internally and, if practicable, to and from the site with pedestrian paths or sidewalks connected to adjacent areas. Because the project is a private commercial business not likely to receive substantial patronage on a regular basis, and considering the development is within an industrial park without sidewalks, it would not be practical to install walking paths or sidewalks. D. The site plan must conform to Chapter 136, Sewage and Sewage Disposal, Chapter 147, Stormwater Management, and other applicable local laws. The site plan conforms to the Town's ordinances and in particular the stormwater management regulations. A sewage variance is required only to the extent that a holding tank would be required for the wastewater generated from the maintenance garage until the Carey Road Sewer District is formed and available. 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 206 Glen Street•Suite 56•Glens Falls, NY• 12801 •P: 518-792-9264• F: 518-792-9282 www.visionengineeringlic.com and rate of any increase in the burden on supporting public services and facilities which will follow the approval of the proposed use. Considering the project is within a designatedindustrial park, the use n location proposed is preferred in this location as opposed to other more sensitive areas in the Towne It is presumed that the industrial park subdivision would never have occurred if this type of development was not well suited for this location. 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 produce periodic random light traffic, however is supported by a substantial public transportation network of local collector roads and arterial highways. Safe access to the facility is provided from a road entrance off Carey Road and off-street parking and loading areas are provided on site. G. Off-street parking and loading facilities will 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. A parking schematic has been provided showing how the code required parking and loading will be achieved on site and that adequate space has been provided to meet the standards. Being an industrial park with large lots, it is not desirable to plan connections to adjacent properties as this would unnecessarily require more development, removal of natural habitat and vegetation, and would require expansion of impervious surfaces. 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. The project does not have an undue adverse impact upon any cultural, natural, scenic, aesthetic, ecological, wildlife, historic, recreational or open space resources within the Town. If this were the case the industrial park likely would never have been formed 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. 2 Adequate pedestrian access is provided on site for employees and patrons of the business. J. Stormwater drainage facilities will prevent an increase of post-development drainage flows as compared to predevelopment drainage flows. Drainage of the site shall recharge groundwater 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. The proposed stormwater management designed and included in the project development plans meet the requirements listed above. 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. The proposed water and sewage facilities designed and included in the project development plans meet the requirements listed above. 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 diseased plants. The project proposes landscaping and maintains a substantial perimeter natural buffer along adjoining parcels and also includes provisions to maintain existing natural vegetation at the periphery of the site. M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. Adequate fire%mergency access has been provided for the site. 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. The design complies with the requirements listed above. O. The site plan conforms to the design standards, landscaping standards and performance standards of this chapter. The design complies with the requirements listed above with exception of any waivers requested. 3 MOHAWK INDUSTRIAL WERKS 140 CAREY ROAD,LLC TOWN OF QUEENSBURY Site Plan Review Application Review Process: 1. Required Pre-submission meeting with staff to determine general completeness to be held no later than I week prior to deadline day. Call (518) 761-8265 or(518) 761-8220 for an appointment. 2. Submittal of complete application: I 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 placement on any nenda until all missine 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 (hard copy & electronic): Please submit 1 original& 14 copies of the completed application package to include: • Completed Application pages 2-9, signed &dated • Pre-Submission Meeting Notes: signed by staff • Copy of Deed • Checklist& Plot Plan • Environmental Assessment Form for any non-residential project • Fee: $100 (0 - 10,000 sq. ft.); $250 (10,001 - 30,000 sq. ft.); $500 (30,001 -100,000 sq. ft.); $1,000 (100,000+ sq. ft.) Staff& Contact Information: Craig Brown, Zoning Administrator crai2b(a&,(jueensburv.net Laura Moore, Land Use Planner hnoore(a-)nueensbury-net Sunny Sweet, Office Specialist-Planning sunnys(iNueensbury.net (518) 761-8220 Visit our website at www.gueensbury.net for further information and forms Site Plan Review application-Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 General Information Tax Parcel ID Number: 309.13-2-31.111 (LOT 14) Zoning District: CLI Lot size: 6.454 AC Detailed Description of Project [includes current&proposed use]: EXISTING VACANT FORESTED LOT IN CAREY ROAD INDUSTRIAL PARK TOB DEVELOPED FOR CONSTRUCTION OF AN APPROXIMATELY 15000SF BUILDING AND ASSOCIATED SITE IMPROVEMENTS INCLUDING;UTILITIES, LANDSCAPING,LIGHTING,GRADING,AND STORM WATER MITIGATION. Location of project: 140 CAREY ROAD,QUEENSBURY NY 12804 Applicant Name: BILL BRANDT Address: 60 RAILROAD PLACE SUITE 502 140 CAREY ROAD,LLC SARATOGA SPRINGS,NY 12866 Home Phone Cell: Work Phone Fax E-Mail: billb@mohawkindusffial.com Agent's Name: VISION ENGINEERING, LLC Address: 206 GLEN ST,ST 56,GF NY 12801 Home Phone Cell: Work Phone Fax 518-792-9264 EXT 117 E-mail dryan@visioneng.email Owner's Name Address 140 CAREY ROAD, LLC Home Phone Cell Work Phone Fax E-mail 2 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Site Development Data Area/Type Existing sq. ft. Proposed Total sq. ft. Addition sq. ft. A. Building footprint 15,375 15,375 B. Detached Garage C. Accessory Structure(s) D. Paved,gravel or other hard surfaced area 41,389 41,389 E. Porches/Decks F. Other G. Total Non-Permeable [Add A-F] 0 56,764 56,764 H. Parcel Area [43,560 sq. ft./acre] 281,136 281,136 281,136 I. Percentage of Impermeable Area of Site [I=G/H] 100% 20.2% 20.2% Setback Requirements Area Required Existing Proposed Front[1] 50 143.6 Front[2] Shoreline Side Yard [1] 30 139.0 Side Yard [2] 30 136.0 Rear Yard[1] 30 303.6 Rear Yard[2] Travel Corridor Height[max] 60 25+/- Permeability 30% 79.8% No,of parking spaces 3 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Additional Proiect Information 1. Will the proposal require a Septic Variance from the Town Board of Health? Y(HLDG TANK). 2. If the parcel has previous approvals, list application number(s): N/A 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System (SPDES) Permit Program ? Y 4. Estimated project duration: Start Date 5/17 End Date 12/17 5. Estimated total cost of project: 6. Total area of land disturbance for project: 2.3 AC Floor Area Ratio Worksheet FLOOR AREA RATIO (FAR) -- The relationship of building size to lot size, derived by dividing the total building floor area by the lot size in square feet, yielding a percentage. Zoning District Symbol Floor Area Ratio [FAR] Waterfront Residential WR 0.22 Commercial Moderate/Intensive CM/CI 0.3 A. The combined area of all square footage, as measure from exterior walls of all structures on the property, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height and covered porches. Building square footage does not include: Open deck, docks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be included. (See "FLOOR AREA RATIO"). B. Commercial or industrial: the total area in square feet as measured from the exterior of the outside walls of a building or structure, and when applicable, the sum total of all floor areas of the principal and accessory buildings or structures on the project site. A. Parcel Area 281,136 sq. ft. B. Existing Floor Area 0 sq. ft. [see above definition] C. Proposed Additional Floor Area 15,375 sq. ft. D. Proposed Total Floor Area 15,375 sq. ft. E. Total Allowable Floor Area 84,341 Area x_0.3 see above table] *If D is larger than E. a variance or revisions to your plan may be needed. Consult with Staff. 4 Site Plan Review application-Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 § 179-9-080 Requirements for Site Plan 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: (SEE ATTACHED PROJECT CORRESPONDENCE PREPARED BY VISION ENGINEERING,LLC) STANDARDS A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan. B. The proposed project complies with all other requirements of this Chapter,including the site plan review standards as set forth in Paragraph F of this section,the dimensional,bulk and density regulations of the zoning district in which it is proposed to be located(Article 3 and Table 1),the applicable requirements of all other Articles that apply. C. The site plan encourages pedestrian activity internally and,if practicable,to and from the site with pedestrian paths or sidewalks connected to adjacent areas. D. The site plan must conform to Chapter 136 Sewage and Sewage Disposal,Chapter 147 Stormwater Management Local Law,and other applicable local laws. E. The proposed use shall be in harmony with the general purpose or intent of this Chapter,specifically taking into account the location, character and size of the proposed use and the description and purpose of the district in which such use is proposed,the nature and intensity of the activities to be involved in or conducted in connection with the proposed use and the nature and rate of any increase in the burden on supporting public services and facilities which will follow the approval of the proposed use. F. The establishment,maintenance and operation of the proposed use will not create public hazards from traffic,traffic congestion or the parking of vehicles and/or equipment or be otherwise detrimental to the health,safety or general welfare of persons residing or working in the neighborhood or to the general welfare of the town. Traffic access and circulation,road intersections,road and driveway widths and traffic controls will be adequate. G. Off-street parking and 19oading facilities will be appropriately located and arranged and sufficient to meet traffic anticipated to be generated by the new use. The establishment of vehicle links between parking areas of adjacent properties are provided where feasible. This furthers the Town's goal of reducing curb cuts and reducing congestion. A twenty-foot wide connection is required. If adjacent properties are either undeveloped or previously developed without having made provision for future linkage,then a future connection must be identified and provided for in the site plan under review for such future linkage when the time arises. The Planning Board may require proof that the applicant has made contact with adjacent property owners for purposes of coordinating linkages with adjacent properties. H. The project shall not have an undue adverse impact upon the natural,scenic,aesthetic,ecological,wildlife,historic,recreational or open space resources of the town or the Adirondack Park or upon the adequate provision of supporting facilities and services made necessary by the project,taking into account the commercial,industrial,residential,recreational or other benefits that might be derived from the project. In making the determination hereunder,the Planning Board shall consider those factors pertinent to the project contained in the development considerations set forth herein under§ 179-9-080 of this Chapter,and in so doing,the Planning Board shall make a net overall evaluation of the project in relation to the development objectives and general guidelines set forth in§ 179-9-080 of this Article. 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 he provided to encourage pedestrian use. J. Stormwater drainage facilities will prevent an increase of post development drainage flows as compared to pre-development drainage flows. Drainage of the site shall recharge ground water to the extent practical. Surface waters flowing off-site shall not degrade any streams or adversely affect drainage on adjacent properties or public roads. Facilities shall be in conformance with the drainage standards of Chapter 147 of the Town Code and the Town of Queensbury Subdivision Regulations where applicable. K. The water supply and sewage disposal facilities will be adequate and will meet all applicable and current requirements set forth by Department of Health regulations and Chapter 136 of the Town Code, The adequacy,type and arrangement of trees,shrubs and other suitable plantings,landscaping and screening shall effectively provide a visual and/or noise buffer between the applicants and adjoining lands,including the maximum retention of existing vegetation and maintenance,including replacement of dead or deceased plants. M. Fire lanes,emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. N. The design of structures,roadways and landscaping in areas susceptible to ponding,flooding and/or erosion will minimize or avoid such impacts to the maximum extent practicable. 0. The site plan conforms to the design standards,landscaping standards and performance standards of this chapter. Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 § 179-9-050 Checklist-Application for Site Plan Review. Application materials and site plan shall include sufficient information for the Board to review and provide a decision. The applicant is to provide a site plan drawing and all attachments that address items A-V. The applicant may request a waiver from A-V and is to provide reasons for waiver(s)requested. Please label information to be submitted. REQUIREMENTS Sheet# A. A vicinity map drawn at the scale that shows the relationship of the proposal to existing community facilities which affect CIA 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 Survey map of the area. B. The site plan shall be drawn at a scale of forty feet to the inch(I"=40 feet)or such other scale as the Planning Board may deem appropriate,on standard 24"x 36"sheets,with continuation on 8 1/2"x I I"sheets as necessary for written C1.1-C2.5 information. 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. CIA D. Name and address of the owner of record,developer,and sea]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. CIA 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. C2.1-C2.2 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 C2.1-C2.2 containers shall also be shown. G. The location,height,intensity and bulb type(sodium,incandescent etc.)of all external lighting fixtures. The direction of C2.4 illumination and methods to eliminate glare onto adjoining properties must also be shown in compliance with§ 179-6-020. H. The location,height,size,materials and design of all proposed signs. C3.3 I. The location of all present and proposed utility systems including: C2.3 1. Sewage or septic system; 2. Water supply system; 3. Telephone,cable and electrical systems;and 4. Storm drainage system including existing and proposed drain lines,culverts,catch basins,headwalls,endwalls, hydrants,manholes and drainage swales. J. Plans to prevent the pollution of surface or groundwater,erosion of soil both during and after construction,excessive runoff C2.3/C2.5 and flooding of other properties,as applicable. A Stormwater Pollution Prevention Plan(SWPPP)for all land development activities(excluding agricultural activities)on the site that results in land disturbance of one acre or more. A SWPPP shall comply with the requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Code. It shall be at the discretion of the Planning Board as to whether a SWPPP or an erosion and control plan shall be required for a site plan review project land disturbance of less than one acre. K. Existing and proposed topography at two-foot contour intervals,or such other contour interval as the Planning Board shall C23 allow. All elevations shall refer to the nearest United States Coastal and Geodetic Bench Mark. If any portion of the parcel is within the I00-year floodplain,the area will be shown and base flood elevations given. Areas shall be indicated within the proposed site and within 50 feet of the proposed site where soil removal or filling is required,showing the approximate volume in cubic yards. L. A landscape plan showing all existing natural land features than may influence the design of the proposed use such as rock C2.4 outcrops,stands of trees,single trees eight or more inches in diameter,forest cover and water sources and all proposed changes to these features,including sizes and types of plants. Water sources include ponds,lakes,wetlands and watercourses,aquifers,floodplain and drainage retention areas. M. Land Use District boundaries within 500 feet of the site's perimeter shall be drawn and identified on the site plan,as well C2.1 as any Overlay Districts that apply to the property. 6 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 REQUIREMENTS (CONTINUED) Sheet# N. Traffic flow patterns within the site,entrances and exits,loading and unloading areas,as well as curb cuts on the site and within 100 feet of the site. The Planning Board may,at its discretion,require a detailed traffic study for large developments or C2.2 for those in heavy traffic areas,which shall include: 1. The projected number of motor vehicle trips to enter or leave the site,estimated for weekly and annual peak hour traffic levels; 2. The projected traffic flow pattern including vehicular movements at all major intersections likely to be affected by the proposed use of the site; 3. The impact of this traffic on levels of service on abutting public streets and at affected intersections. Existing and proposed weekly and annual peak hour traffic levels and road capacity levels shall also be given. 0. For new construction or alterations to any structure,a table containing the following information shall be included: C 1.1-C2.2 1. Estimated area of structure to be used for particular purposes such as retain operation,office, Storage,etc.; 2. Estimated maximum number of employees; 3. Maximum seating capacity,where applicable;and 4. Number of parking spaces existing and required for the intended use. p. I. Floor Plans. ARCH 2. Elevations at a scale of one-quarter inch equals one foot(1/4"=I foot)for all exterior facades of the proposed structure(s) DWGS and/or alterations to or expansions of existing facades,showing design features and indicating the type and color of materials to be used. Q. Soil logs,water supply well and percolation test results,and storm water runoff calculations as needed to determine and mitigate project impacts. C2.1 R. Plans for disposal of construction and demolition waste,either on-site or at an approved disposal facility. C2.2 S. Plans for snow removal,including location(s)of on-site snow storage. C2.2 T. An Environmental Assessment Form("EAF")as required by the SEQRA regulations,with Part I completed by the Applicant INCL 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 for a parcel or parcels on which more than one use is proposed,the applicant may submit a single N/A application for all such uses,provided the proposed uses are accurately delineated on a site plan drawn pursuant to the requirements set forth above. The Planning Board may grant the application with respect to some proposed uses and not others. For purposes of reviewing an application(and for SEQRA compliance)all proposed uses on a single parcel or on contiguous parcels shall be considered together. V. 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. INCL 7 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Town of Queensbury Site Plan Pre-Submission Conference Form / Section 179-9-040 1. Applicant Name: 140 CAREY ROAD,LLC 2. Tax Map ID 309.13-2-31.111 Location: LOT 14- 140 CAREY RD 3. Zoning Classification CLI 4. Reason for Review: SITE PLAN REVIEW 5. Zoning Section#: ARTICLE 9 SPR 6. Pre-Submission Meeting Notes: Pro ded Outstanding; Please provide by Deed General Information complete V Site Development Data Complete L/ Setback Requirements Complete Additional Project Information Complete FAR addressed Requirements for Site Plan-Standards Checklist items addressed Environmental Form completed Signature Page completed -o4c")S'9-' �A d 2 A' /t)O L-C,,) C_ 1r) ,�c' V L)CU C (I CA ro (V� Staff Representative: �k� Q 'Ucv� 0 Applicant/Agent: DANIEL W.RYAN P.E. Date: 8 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Signature Page This page includes the 1.)Authorization to Act as Agent Form: 2.)Engineering Fee Disclosure;3.)Authorization for Site Visits; 4.) Other Permit Responsibilities;5.)Official Meeting Disclosure and 6.)Agreement to provide documentation required. OWNER'S AGENT FORM: Complete the following if the OWNER of the property is not the same as the applicant Owner: Designates: As agent regarding: Variance Site Plan Subdivision For Tax Map No.: Section Block Lot Deed Reference: Book Page Date OWNER SIGNATURE: DATE: APPLICANT'S AGENT FORM: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party: Owner: 140 CAREY ROAD,LLC Designates: VISION ENGINEERING,LLC As agent regarding: X Variance X Site Plan Subdivision For Tax Map No.: Section Block Lot Deed Reference: Book Page Date OWNER SIGNATURE: DATE: 2.) ENGINEERING FEE DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage,etc.as determined by the Zoning or Planning Department. Fees for engineering review services will he charged directly to the applicant. Fees for engineering review will not exceed$1,000 without notification to the applicant. 3.) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein,the Owner,Applicant, and his/her/their agent(s)hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the application submitted. 4.) OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. It is the applicant's responsibility to obtain any additional permits. 5.) OFFICIAL MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated stenographer tape record the proceedings of meetings resulting from application, and minutes transcribed from those tapes constitutes the official record of all proceedings. 6.) AGREEMENT TO PROVIDE DOCUMENTATION REOtJIRED: 1,the undersigned,have thoroughly read and understand the instructions for submission and agree to the submission requirements,I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application,plans and supporting materials are a true and complete statement/description of the existing conditions and the work proposed, and that all work will be performed in accordance with the approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed,I or my agents,will obtain a certificate of occupancy as necessary. I also understand that I/we may be required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy I hnad md agree Ao the above. I J [� Appl16n I Print Name App an.t] Dat i IM, / rini Name [Xgent] Date U16d 9 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I 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 140 CAREY ROAD,LLC Name of Action or Project: MOHAWK INDUSTRIAL WERKS DEVELOPMENT PROJECT Project Location(describe,and attach a location map): 140 CAREY ROAD,QUEENSBURY NY 12804 Brief Description of Proposed Action: SITE DEVELOPMENT INCLUDING APPROXIMATELY 15000SF BUILDING AND ASSOCIATED UTILITIES,PARKING,LANDSCAPING, LIGHTING,STORM WATER MITIGATION,AND GRADING. Name of Applicant or Sponsor: Telephone: 140 CAREY ROAD,LLC E-Mail: billb@mohawkindustrial.com Address: 60 RAILROAD PLACE,SUITE 502 City/PO: State: Zip Code: SARATOGA SPRINGS NY 12866 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 FV/] 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: LOCAL TBOH HOLDING TANK VARIANCE,NYSDEC SPDES GEN PERMIT FOR STORMWATER DISCHARGES El 7 -ro-0- 6rqJ I"�A 4, t;4 A" -- .;: '1-c PLA4J tzzutev 3.a.Total acreage of the site of the proposed action? 6.454 acres b.Total acreage to be physically disturbed? 2.3 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6.454 acres 4. Check all land uses that occur on,adjoining and near the proposed action. rl Urban M Rural(non-agriculture) [;Z]Industrial [Z]Commercial 0 Residential(suburban) ®Forest MAgriculture El Aquatic El Other(specify): OParkland Page I of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ F7 F� b.Consistent with the adopted comprehensive plan? T1_Z_= 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? F-1 F7 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: F7 F] 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES Z El b.Are public transportation service(s)available at or near the site of the proposed action? 7 E] c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? W1 El 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: F-1 17] 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: r-1 F7 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 271 0 TEMPORARY HOLDING TANK UNTIL FORMATION OF CAREY ROAD SEWER DISTRICT 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? F71 ❑ b.Is the proposed action located in an archeological sensitive area? F-1 1 2 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? ✓ 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 [Z]Forest El Agricultural/grasslands 0 Early mid-successional 0 Wetland D Urban El Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? W1 1:1 16.Is the project site located in the 100 year flood plain? NO YES 14 H 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? NO MYES El 2 b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: F-1 NO ®YES Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: —1 V�F QNSITFSTORMWATER RASINS TO PROMOTE INF11 TRATION AND GROUNDWATER RFrHARGF r 1 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: W1 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: 571 1-1 I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spon Date: L" Signature:_ SMY C`� PRINT FORM] Page 3 of 3 EAF Mapper Summary Report Saturday, March 04,2017 11:28 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper,Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order 0 to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. P* i&O, fv'* sc)w cas E-14k HERE,VeLomw 140S, th,10"%ap.INCA,EMIEW R N pcvrcEs d J*;*mhIETL shah" g,HvV Kvrg)W Esti Kom*,,Fad I Thalr lord),,Uspm$mvlia�NSOC, 'd 0*01S INCAEMENT P"t4pcsr"EsAi Us a C"cMfftfr4ty tah"O wiso .A"E,T I,Em i China I*ODM Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National Register of No Historic Places] Part 1 /Question 12b [Archeological Sites] Yes Part I /Question 13a[Wetlands or Other No Regulated Waterbodies] Part 1 /Question 15[Threatened or No Endangered Animal] Part 1 /Question 16[100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 /Question 20[Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report Agency Use Only[If applicable] Project: 7— Date: Short Environmental Assessment Form Part 2-Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 1:1 El 2. Will the proposed action result in a change in the use or intensity of use of land? El 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? F-1 F-1 S. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? F-1 E] 7. Will the proposed action impact existing: El El a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? 0 F-1 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? F] El F1 1. Will the proposed action create a hazard to environmental resources or human health? El El I PRINT FORM I Pagel of2 Age cy Use Only[If applicable] Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting, probability of occurring,duration,irreversibility,geographic scope and magnitude. Also consider the potential for short- term,long-term and cumulative impacts. F� Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT FORM I Page 2 of 2 0,1WARREN COUNTY —STATE OF NEW YORK ,l, , .Q ,� PAMELA J.VOGEL, COUNTY CLERK 1340 STATE ROUTE 9, LAKE GEORGE, NEW YORK 12845 COUNTY CLERK'S RECORDING PAGE ***THIS PAGE IS PART OF THE DOCUMENT—DO NOT DETACH*** Recording: Cover Page 5.00 Recording Fee 30.00 Cultural Ed 14.25 Records Management - Coun 1.00 Records Management - Stat 4.75 TP584 5 .00 BOOK/PAGE: 5485 / 169 RP5217 - County 9.00 INSTRUMENT #: 2016-9079 RP5217 All others - State 241.00 Receipt#: 2016419886 Sub Total : 310.00 Clerk: CL Rec Date: 12/30/2016 10:02 :42 AM Transfer Tax Doc Grp: RP Transfer Tax - State 1308.00 Descrip: DEED Num Pgs : 3 Sub Total : 1308.00 Rec 'd Frm: MULLER & MANNIX PLLC Partyl: CAREY REAL ESTATE DEVELOPMENT Total : 1618.00 CORPORATION **** NOTICE: THIS IS NOT A BILL **' * Party2 : 140 CAREY RD LLC Town: QUEENSBURY ***** Transfer Tax ***** Transfer Tax #: 1286 Transfer Tax Consideration: 326800.00 Transfer Tax - State 1308.00 Total : 1308.00 W,A N G*** I hereby certify that the within and foregoing was recorded in the Warren County Clerk's Office, Record and Return TO: State of New York. This sheet constitutes the Clerks endorsement required by Section 316 of the Real Property Law of the State of New York. MULLER & MANNIX PLLC PO BOX 143 Pamela J. Vogel 257 BAY ROAD Warren County Clerk. GLENS FALLS NY 12801 Warranty Deed with Lien Covenant Record and Return to: Muller & Mannix,PLLC 257 Bay Road, PO Box 143 Glens Falls, NY 12801 This Indenture Made the 29TH day of December, Two Thousand Sixteen Between CAREY REAL ESTATE DEVELOPMENT CORPORATION, a New York corporation with an address at 3240 Lake Point Boulevard, Apt. A115, Sarasota, Florida 34231, party of the first part, and 9 140 Carey Rd., LLC, a New York Limited Liability Company having an address of 60 Railroad Place, Suite 502, Saratoga Springs, New York 12866, party of the second part, Witnesseth that the party of the first part, in consideration of One Dollar ($1.00) lawful money of the United States, paid by the party of the second part, does hereby grant and release unto the party of the second part, its successors and assigns forever, ALL THAT CERTAIN LOT, PIECE OR PARCEL OF LAND, situate in the Town of Queensbury, County of Warren and State of New York, shown on a map entitled Northern Distributing Subdivision, Town of Queensbury, Phase 2, made by Rist-Frost Associates, P.C., dated February, 1989, filed in the Office of the County Clerk of the County of Warren on October 3, 1989 in the Oversize Map Cabinet as Map E-3, as Lot Number 14. Being a portion of the premises conveyed to the party of the first part by deed from William F. Carey and Carole J. Carey, as Trustees of an intervivos trust created by John J. Carey by Agreement dated October 14, 1967, known as The Carey Real Estate Trust, dated January 30, 1990 and recorded in the Warren County Clerk's Office on February 7, 1990 in Liber 783 at page 158. Subject to all covenants, easements and restrictions of record. Together with the appurtenances and all the estate and rights of the party of the first part in and to said premises, To have and to hold the premises herein granted unto the party of the second part, its successors and assigns forever. And said party of the first part covenants as follows: First, That the party of the second part shall quietly enjoy the said premises; Warranty Deed with Lien Covenant Second, That said party of the first part will forever Warrant the title to said premises; and Third, That, in compliance with Sec. 13 of the Lien Law, the party of the first part will receive the consideration for the 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 and will 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 first part has hereunto set its hand and seal the day and year first above written. CAREY REAL ESTATE DEVELOPMENT CORPORATION In Presence of By: J n W. Britton, Vice President STATE OF NEW YORK ) ) ss. COUNTY OF WARREN ) On the 29th day of December in the year 2016, before me, the undersigned, personally appeared JOHN W. BRITTON, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument. w Notary Public LOVLT NOWY P'ublIc,StMe of Now Y No.0 sli93cd in Albany WWII, I I, Ouserslkaraldocumentstwork documentslkchcareyMot 14twarranty dead.docx 2 • I ■ CLI ■ ■ C I • O ■ ■ , MDR ■ WR 0 Project Location • 140 Carey Road • I • I udson Poi � � • PUD • �� • - F r nork —9 J r A •,. . • iG - - f6`�r�' ! IPA GI •�, .- OF .. is . YV IK L ! t imp jr Ala ` - 4111,••••' til,••••••• PROJECTlialliall 140 CAREY RD, LOT 14 T { , ` Google t Gary McCoola, MAXIMUM BUILDING HT 25FT Architect, PLLC 3 Broad Street-3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 HH 11 11 11 T �a VISION Engineering, LLC CIVIL•STRUCTURAL•MUNICIPAL 206 GLEN STREET,SUITE 56 GLENS FALLS,NY 12801 P'.792-9264 F'.792-9282 www.vi si o n en g i n e e ri n gl I c.c o m NORTTI ELEVATION J O J .N N -T � SCALE: 18"=1'—O" }, o N ( � Lu � � z .0 N E � fn .o c U � lJ J 14 El El El El El El El El El El El El El El El El El El I-IH1 t� ^i^ 3: T O co r }+ L.I_ Z � U � �50UTN ELEVAT ION � C: 2 SCALE: I/8"=1' =3 JCZ- -LLLLLUJ 0 El El E:1 El El g ma Z ~ OPEN OPEN OPEN OPEN El El Oz Ll Wo IM _ m N may, EAST ELEVAT ION WEE- ELEVAT ION 1 17111 / (Dist ALE:SCALE: I/8"=1'—O„ U J PREEM MARY NOT FOR +% CONSTRUCTION U N L U L a DATE: 3/2/17 0 0 CHECKED BY: GMc U PROJECT NO. 1520 CD 0 ELEVATIONS N Q O U Gary McCoola, Architect, PLLC / 3 Broad Street-3rd Floor Glens Falls, NY 12801 tel. 518-792-0050 4„ 12'-I6" IS,_Ia IS'_Ip 18-SZ 1'_92" 24'-6y' 2-4'-6y' 4d-d' IS'-d' 142'-�„ 5-d' 7'-d' 4,_6„ j2'-d' -r-d' 12'-d' ,4'-6' 6'-d' 6'-d' 6'-d' 9'-7" 12'-2" Id-d' 5-2' 3'-�F" 6'-47 2d-d' 'I E I I I A� Ami Ami Asi 2A'-d' lo lo - - - - - - — N N - - - - - i, ip N x 16 O.H.2'x12' O.H. DOOR — — — — — — — — ®— — — — — — — — — — — — — — — — ngineering, DOSION ELLC I � FG. T PARTS '— I Id x9 O.H. OR 2d 11. DOOR W x IS' O.H.011DOOR IOff CE I '7 IL" IP-3-L,, I CIVIL•STRUCTURAL•MUNICIPAL ® I 206 GLEN STREET,SUITE 56 GLENS 1121FALLS,112 x282 • www vision g eringlic com • • • 7 7 N i I L.................................................i = I I 15AY I O 15 I I I I I I I � � � I I I _L 2 _ - N N y 4 14 � I I J0 o AY Q TOILET µ vn vn I I o N D 1 NDI I co I I � N -------------------------------------------------------------------------------- i I • C 7 z Eii (n - - - - - - - - -------------- _ --- I ' O - I U) N p " I ST. PARTS �Fd d' vi - RACKS 15Y OWNER i A a I I 17 v2n5 Y I I �+ LS1 1 , I I I I A6te' I I III ST OPEN d 4 1 6.ORRIDOR 15 S T I I Q��7��Q I I - - - - 5A - - ®- - ®- - - - - -EKI ® - - ----- - JJZJL i j ----- I VJ n 44 I �N -------- -- 21 I t- - -I --- -- — --- -- -- — ---- -------- U-- vi — --- -- -- --- I I n, O N I2,_I�„ I�'-32' I2'-411 I2,_I-L„ 00 5,_I�„ i i I CNc I I cA �Fd d" i i 0 EEREN 2ROOM 3 4I �� ....:4 MAIN AIN — TYP ; i C/)Ami N � 70U =3 I I D I ' O v) i� Is n ------------------------------------------------------------------------------ I I I I 19 I I I A I I SAY DAY 15AY � iM I - - - - - - - - - Q \RA I Irl I Jam! EEI G D ` JOEL SER/ �V. vlYl ----- -----� _ Zd x IS' O.H.. . DOOR I I I I L - - - - - - - - - - - - - © - - - - - - - - I I I IfT I — 3,_�„ 4„ rrkIli., ZO 10 W U J PREEM MARY NOT FOR +% CONSTRUCTION U N L U L a a DATE: 3/2/17 0 0 CHECKED BY: GMc U PROJECT NO. 1520 c� FLOOR PLAN0 N ff LOOR DEAN 0')0 - A 10 2 3 413 5 5.4 (19 �.5 � 8 13 Io II Gary McCoola, Architect, PLLC 4" 3 Broad Street-3rd Floor Glens Falls, NY 12801 1'-411 144-4„ tel. 518-792-0050 53' d' 10 10 10 10 10 10 00 10 E Asi Asi Asi A-5 I I I I - - - - - - - - - - - - - - - - - - - - - - I Lt1 I I I II I Ibl I I II II in i i VISION Engineering, LLC I ROOMbl I I I I I I I I I i i In OM (n I I CIVIL•STRUCTURAL•MUNICIPAL N 1 206 GLEN STREET,SUITE 56 OPEN TO baow I I 1 GLENS FALLS,NY 12801 P 792-9 64 F 792-9282 www vso I I I I I I I I II nengineering c.com II J o . N SO 11 i i U NA VINI -H I I A - z Asi 7 MEZZA�IN A-5 i i A� D z I7-II ®I i i .O o k OPENL — III ST ii Q �, v � I I� 25 CORRIDOR OPEN ro iow "' '^ I lJ J III I O D I III I aPEN r0 pELW I I I I I REPAIR J � � •+- - - ----- ------- - - - - - - - - - - - - N Q I I i OPEN To MLOW 11 r II iii I I I I I I I I I I I I I I 3—d I 153 I I I I I I I I I I I I I I I g—p' I I I I I I I II =N ii1 I I I I � I I I I II — dJ II i I I I ( J C) CIO 0-4 `v o III � I I I I I I I I III r I r In I I (a L > 1111 1111 in - l 11 b Ili ill i i =3 I I _ __ _ _ _ _ _ _ EILE11 a� ji ii to I I I ® I I I I I I bl 124- I � O �� G D I I Asi Asi to F E Asi As MEZZANINE PLAN 0 S W I I I I I I I I I I I I I I I I I I I I I - - - I I I I I I I I I I I I I PITCH HHH111 J - _ PITCH _ P P R E E M NAR Y J � I NOT FOR CONSTRUCTION PITC - � I Q i1 (5DATE: 3/2/17 II I I I I I I I ii CHECKED BY: GMc () I I P T PITu-I II PROJECT NO. 1520 T L J 0 MEZZININE wtvat uu 11 [L itailmr-,- Illumu- 11 & ROOF N PLAN ROOff DEAN >1 CIL 0 11�" - 1'-d' A2U c�hba.In ..yam ` I�,r ' ♦il'• � ' r r elev.= 501.9' ` ' �' ��'4� I: ,d"�d` .r.. �• tl r"�...,ti ' t C+l' fi'44�� ti�k '-xw� 't°o'. "w�r+r•^ ,^, � t' ,..�:� U' ' Ace N LEGEND manhole « N �; rim elev.= Y+ tir hk {r l 500.4' o IRF IRON ROD FOUND o IPF IRON PIPE FOUND o IRS IRON ROD SET CONCRETE "Cb UTILITY POLE NT Pi �Y C,ra { o'Xo STONE WALL �4VU, r } r ��{ UME t o x WIRE FENCE o CHAIN LINK FENCE f - f ;� l� • ❑ WOOD FENCE �16POINT S - "' • ' _ '". Il .r fit.en N't, Lands n —ohw OVERHEAD WIRES , /fF.P. FENCE POST n/f NOW OR FORMERLY Carey Real Estate LOT NUMBER PER Y Y y ?66 Development Corporation MAP REFERENCE 1 L. 783 P. 158 / 1 rt Y Y f A i'.' ti{ yi � '�t yv�°•�t l x�y�.���tr;''� �s a �H qI"' �.-A Ott .. '.:!i -i ,� .( ...:. tl „ 1 .. � ., �- , Sy.F 'R� t'`c"y�•s�'- u !'� ,, r•��S! h ri{ '5 by �.ti\i+�h" ,int ,.� `�r=� •'d {i ;, t trA„1-0upy,�A ,� R C�A Oma Ia• � -a*•'xdrmr''�'•' s ' x ,,1 {��l� t l.�(`..,M f ' •...h�,r \ \'----__'� tL �*'��,�5 - tr ''•y3! r�rs t��t {��F � j�,t f-:',4`r{4 Yt ,,•r�t� 1l� / \ 9 * a �• u rE-f a 4 V� �x y T r c,. rr \ \ _ -------_.'_S�4 52'40'E ,' F t•ti •' ' I�'� ,`t / .: 4017. ' 00 ti IRF `yy i �5r e4 � ti .......' ft' 1 r �” l F Vv; ,�1t�'• / / I I 30� side setback @r — — — — 4 .. t t r ,,, :"`2 ~"" 1� ,ti: `` # rt r.R i{,.• rr4 ,�yr ti t �f SSA�! / p map ref. 1 — t t � �,. F-�r.��,r k+3 vf., l ' � ,�1 :g v� / SITE LOCATION .MAP catch basin / I p rim elev.= / I 504.9' / I I ea�0 A I / ` I I °Q BENCHMARK I I s�� Qet nail in pine tree Elev.= 500.80' I ul! 0 / I L / I Lands n/f I v Carey Real Estate Development Corporation L. 783 P. 158 I \ LOT 14 0) �I / I o I /f °' NDC Realty,o LLC f map reference 1 �, 4 of �� L. 5046 P. 206 AREA = M to ►7 N 6. 454± ACRES O � 501 I . O fYi / 50 � tD ai � \ i � � I F I L _ - - _ - - `_ I - - - - - - - - - - 30' side setback per map ref. 1 5o I I I IRF 01 180.70' iy0 �— hydrant 324.21' - N84"j2'40 - N86't 35 S05'S2'20"W - - - - - - R o —I 4> Lands n f N055220E Lands n/f Mike Bizon 20.00 - -- — -- Ma D Care & ' L. 4906 P. 127 �-- - -_ �J 2J WilliantlF. Carey N84.52 so3� L. 4871 P. 263 I _ o ��"W -� NOTES: -_- 1 BASE MAP PREPARED FROM A DECEMBER 2016 FIELD SURVEY. Lands n/f - ) Parker Hammond \ / � Ag 2 NORTH ORIENTATION IS BASED ON MAP REFERENCE 1. VERTICAL DATUM IS BASED ON -- ,\ AN ASSUMED ELEVATION. CONTOUR INTERVAL =1 FOOT. Development LLC L. 5085 P. 186 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITI.E AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS 0- RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 4) SUBJECT TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNTY, AND STATE REGARDING THE DEVELOPMENT OF LAND. MAP OF A SURVEY MADE FOR ON TO A SURVEY MAP BEARING A LICENSED LAND 60.r\�G �N+METTFy p MOHAWK T5) UNAUTHORIZED ALTERATION OR ADDITI y '� INDUS— i RI ALWER-K-S SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE MAP REFERENCE: NEW YORK STAN= EDUCATION LAW. 6) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINALOF THE 1) "NORTHERN DISTRIBUTING SUBDIVISION, TOWN OF QUEENSBURY, PHASE 2" LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. LAST REVISED 10/25/89, PREPARED BY RIST-FROST ASSOCIATES, P.C. GRAPHIC SCALE u , 505��J Town of Queensbury County of Warren State of New York 7 UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BEEN SHOWN FRGM 30 0 15 30 60 120 cj Q SURFACE LOCATIONS AND MEASUREMENTS OBTAINED FROM A FIELD SURVEY. SIZE RUSSELL E. HOWARD, THERE MAY BE OTHER UTILITIES WHICH THE EXISTENCE OF ARE NOT KN LICENSED LAND SURVEYING TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES MUST BE VERIFIED BY 342 Main Street, Hudson Falls, New York 12839 IN FEET ) PROPER AUTHORITIES PRIOR TO ANY AND ALL CONSTRUCTION, CALL DIG SAFE PRIOR TO ANY EXCAVATION. 1 inch = 30 ft. Russell E. Howard, PLS N.Y.S. Lic. No. 50540 Date: 01/05/17 Tax Map #:309.13-2-31.111 Date Sealed:d/ ZS /7 Scale: 1 inch = 30 feet Revised:' Drawing #:07033DEC16 Calog L/THON/A L/CHT/NG® Number Notes FEATURES&SPECIFICATIONS INTENDED USE Type Idea I for parking areas,street lighting,walkways and car lots. CONSTRUCTION Rugged,die-cast,soft corner aluminum housingwith 0.12"nominal wall thickness.Die-cast door frame • • has impact-resistant,tempered,flat glass lensthat isfully gasketedwith one-piece tubular silicone. Finish:Finish is darkbronze(DDB)polyester powder. Night-time Friendly/Full Cutoff Lighting OPTICS Anodized,aluminum reflectors:IES full cutoff distributions:R3(asymmetric)or R4(forward throw). Optional houseside shield(HS)available. KADROLE ELECTRICAL Ballast:Super CWA pulse start ballasts,88%efficient and EISA legislation compliant,are required for 250-40OW(must order SCWA option)for shipments in the US. Socket:Porcelain,horizontally oriented mogul base socket with copper alloy,nickel-plated screw shell COMBO and center contact.UL listed 150OW,600Y. Lamp included. LISTINGS UL Listed(standard).UL listed for 25°C ambient and wet locations.IP65 rated. METAL HALIDE WARRANTY 250W,40OW 1-year limited warranty.Complete warranty terms located at Specifications www.acuitybrands.com/CustomerResources/Terms and conditions.asp EPA: 1.2ft� 16'to25'Mounting Note:Specifications subject to change without notice. Weight: 41 lbs(18.6 kg) _T Length: 17-1/2(44.5) 7-1/8 118.11 Width: 17-1/2(44.5) Depth: 7-1/8(18.1) 4 17-1/2 (10.2) (44.5) All dimensions are inches(centimeters)unless otherwise indicated. FEATURES&SPECIFICATIONS Anchor Base Poles CONSTRUCTION Weldable-grade,hot-rolled,commercial-quality carbon steel tubing with a minimum yield of55,000 psi (11-gauge).Uniform wall thickness of.125".Shafts are one-piece with a longitudinal electric resistance weld.U niformly square in cross-section with flat sides,small corner radii and excel lent torsion.Available Specifications SISS shaft width iso". Pole Weight Anchor base is fabricated from hot-rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi.The anchor base is provided with slotted holes. SSS 16 4C 115 lbs(51.8 kg) SQUARE STRAIG HT STE EL A handhole having nominal dimensions of3"x 5"forall shafts.Included is a coverwith attachment screw. SSS 204C 140 lbs(63.0 kg) 16'to25'Mounting Weatherproof,high-strength plastictop cap provided. SSS 25 4C 170 lbs(76.5 kg) Automotive-grade ABS plastic full base cover is finished to match pole. A Finish:Dark bronze(DDB)polyester powder. Grounding:A nut holder located immediately inside the handhole rim is provided(ground bolt and nut by others). Anchor bolts:Top portion of anchor bolt is galvanized per ASTM A-153.Made of steel rod(3/4"x 18"x 3")having a minimum yield strength of 55,000 psi.Includes 4 anchor bolts,8 hex nuts with washers, IIi and template. Note:Specifications subject to change without notice. C dl IMPORTANT: HANDHOLE BASE DETAIL These specifications are intendedforgeneralpurposesonly.Lithoniareservestherighttochange material ORIENTATION or design,without prior notice,in a continuing effortto upgrade its products. Installation requires grout to be packed under base to ensure full contact with foundation. D B Bolt Bolt Base Shaft base Anchor bolts Template circle projection square size A B C (w/template in carton) number a^ 4"C 8-1/2" 2-3/4"-4" 8" ABSSS-4C P150004 A Handhole OUTDOOR KC-COMBO KAD Pole Combo All configurations of this product are considered"standard"and have short lead times. Example:KC240OM25C R3 4C SCWA 4C Series Polelengt Distributi Pole diameter Arm len Option KC1 1fixture Metal halide 16C 16-foot"C"pole R3 Type III asymmetric 4C (blank) 4inches HS Housesideshieldz KC2 2 fixtures 250M20C 20-foot"C"pole R4 Type IYforward throw Pu/seStart O 400M' 25C 25-foot"C"pole "'° SCWA Super CWA pulse start ballast Note:For shipments to US territories,SCWA must be specified to complywith EISA. KC240OM25C R3 4C SCWA Consists of: Qty Cicode description Maximum ni wind load with 1.3 gusts 1 SSS 254CDM28PLDDBSHAFT Pole KCl single KC2 single 2 KAD 400M R3 TB SCWA SPD04 LPI 1 SBC4 DDB U 114"arm 100 100 1 ABSSS-4C 214"arm 100 100 1 STC-4 U Notes 25'4C4"arm 90 90 1 These wattages do not comply with California Title 20 regulations. 2 Ships separately. PHOTOMETRICS KC 400M R4 TEST NO: 1191110101 P KC 400M R3 TEST NO: 1192040902P ISOILLUMINANCE PLOT(Footcandle) ISOILLUMINANCE PLOT(Footcandle) _3 -3 (D 0.25 (D -2 w 0.5 -2 w 0.25 = 1 = 0,5 (D 1.5 IL z 2.5 -1 F z 5 z p2N 0� 0 0 0 1F Z Z 7 DZ 2Z 2Z W Lu Z Z 3F 3F Ln rn 0 0 4 4 0 1 2 3 4 5 6 0 1 2 3 4 5 6 40OW pulse start metal halide lamp,rated 38000 40OW pulse start metal halide lamp,rated 38000 lumens.Footcandle values based on 20' lumens.Footcandle values based on 20' mounting height. mounting height. Classification:Unclassified(Type III,Very Short),Full Cutoff Classification:Unclassified(Type I,Very Short),Full Cutoff Mounting Height Correction Factor Existing Mounting Height 2 i1 (Multiply the fc level by the correction factor) ( Correction Factor NIGHTTIME 161=1.56 25ft.=0.64 \ New Mounting Height FRIENDLY Consistent with LEED®goals &Green Globes'"criteria far light pollution reduction Note Actual performance may differ as a result ofend-user environment and application. IA L/THON/A L/GHT/NG® KC-COMBO An S�.cuityerands Company OUTDOOR: One Lithonia Way,Conyers,GA 30012 Phone:800-279-8041 Fax:770-918-1209 www.lithonia.com ©2007-2014 Acuity Brands Lighting,Inc.All rights reserved.Rev.06/19/14 fA LIMaYVIA L/GHTWO- Catalog Number Notes FEATURES&SPECIFICATIONS INTENDED USE—For entrances,stairwells,corridors and other pedestrian areas. Type CONSTRUCTION—Rear housing is rugged,corrosion-resistant,die-cast aluminum.Front cover is one- piece UV-resistant injection molded polycarbonate,internally painted.Captive external hardware isspecially treated for corrosion resistance and includes slotted hex-head and tamperproof fasteners. Finish:Dark Bronze(DDB)corrosion resistant polyester powder. Cutoff Milli Wall Packs OPTICS—One-piece die-formed reflectoris diffused aluminum.Refractor isclearUVstabilized polycarbon- ate,providing IES cutoff distribution and maximum lateral light output.Front cover is sealed and gasketed to inhibit the entrance ofoutside contaminants. TWAC ELECTRICAL—Ballast:Metal halide:high reactance,high power factor.HPS:35S,50S,70S,120V are reactor,normal power factor.IOOS 120V is reactor,high power factor.High reactance,high power factor (XHP),optional for 50S,70S and I OOS,120V.208,240,277,347 and TB are standard XHP.Ballasts are 100% factory tested.UL listed 660W,600V and 4kV pulse rated. All components are heat-sinked directly to the cast housing for maximum heat dissipation. METAL HALIDE:50-100W Socket:Porcelain,horizontally oriented medium-base socket with copper alloy,nickel-plated screw shell HIGH PRESSURE SODIUM:30-100W and center contact. INSTALLATION—Mount to any vertical surface or to a 4"round square outlet box.Back access through gasketed slot.Top wiring access through 1/2"threaded conduit entry. (Through-wiring requires use of a conduit tee). Specifications LISTINGS—UL listed for wet locations. IP65 rated.UL Listed to US and Canadian safety standards(see Height:10(25.4) 10 Options).NOM Certified. Width:11-1/2(29.2) (25.4) WARRANTY—1-year limited warranty.Complete warranty terms located at: Depth:8-15/16(22.7) www.acuitybrands.com/CustomerResources/Terms and conditions.aspx *Weight:101bs.(4.53 kg) Note:Actual performance may differas a result of end-user environment and application. 11-1/2 9 Specifications subjectto change without notice. All dimensions are inches(centimeters) (29.2) (22.7) unless otherwise indicated. Weight as configured in example below. For shortest lead times,configure product using standard options(shown in bold). Example:TWAC 50M 120 LPI TWAC Series Wattage Voltage Ballast Options Finish Lamp12 TWAC Metal halide 120 (blank) Magnetic Shipped installed in fixture (blank) Dark bronze LPI Lamp 50M' 208' XHP High SF Single fuse(120,277,347V)' DNA Natural aluminum included 70M' 240' reactance, OF Double fuse(208,24OV)' DBL Black L/LP Less 100Mlam' 277 factohigh Power EC Emergency circuit' DMB Medium bronze P High pressure 347 DC12 Emergency circuit 12 volt(35 watt lamp included)' DWH White sodium CWI Constant TB wattage DC2012 Emergency circuit 12 volt(20 watt lamp included) DSS Sandstone 505 Sz 23050HZI isolated 2DC12 Emergency circuit 12 volt(2 35 watt lamp included)' CRT Non-stick protective coating" 50 1005 2DC2012 Emergency circuit 12 volt(2 20 watt lamp included)' Super Durable Finishes QRS Quartz restrike system' DDBXD Dark bronze CSA Listed and labeled to comply withCanadian DBLXD Black Standards DNAXD Natural aluminum NOM NOM Certified' DWHXD White PE Photocell' DDBTXD Textured dark bronze Shippedseparately10 DBLBXD Textured black WG Wire guard DNATXD Textured natural aluminum DWHGXD Textured white Notes 1. Not available with 347V. 2. 120V only. 3. Must specify CWlinCanada. 4. Optional multi-tap ballast(120,208,240,277V).In Canada(120,277,347V)ships as 120/347. 5. Consult factory for available wattages. 6. Optional for 120V HPS only(n/a 35S). 7. Not available with TB. 8. Maximum allowable wattage lamp included. 9. Not available with QRS,EC or NOM. 10. May be ordered as an accessory asTWAWG U. 11. Finish applied to housing only. 12. Must be specified. TWAC-M-S TWAC Metal Halide, High Pressure Sodium Wall Mounted TWAC 50M Test No.LTL8360 TWAC 70M Test No.LTL8338 TWAC 100M Test No.LTL8359 COEFFICIENT OF UTILIZATION COEFFICIENT OF UTILIZATION COEFFICIENT OF UTILIZATION .0 .1 .2 .3 .4 .5 .5 2 .0 .1 .2 .3 .4 .5 .6 2 .0 .1 .2 .3 .4 .5 .6 2 1 1 1 5 0 co 5 i 0 5 0 2.5 2.5 1 �' t z 2.5 1 z 1 z � .5 � •5 � .25 2 25. 2 .25 2 0 0 1 0 3 3 3 z z z v 4 z 4 z 4 z 0 1 2 3 4 5 6 0 1 2 3 4 5 6 0 1 2 3 4 5 5 5OW Metal Halide lamp,8500 rated 7OW Metal Halide lamp,5200 rated 100W Metal Halide lamp,8500 rated lumens.Footcandle values based on 20' lumens.Footcandle values based on 20' lumens.Footcandle values based on 20' mounting height,Distribution,cutoff. mounting height,Distribution,cutoff. mounting height,Distribution,cutoff. TWAC 35S Test No.LTL8358 TWAC 50S Test No.LTL8357 TWAC 100S Test No.LTL8337 COEFFICIENT OF UTILIZATION COEFFICIENT OF UTILIZATION COEFFICIENT OF UTILIZATION .0 .1 .2 .3 .4 .5 .5 2 .0 .1 .2 .3 .4 .5 .6 2 .0 .1 .2 .3 .4 .5 .6 2 1 1 1 1 5 0 s o 5 0 7 5 1 2.5 1 " 2.5 t 1 2.5 - 1 z 1 z 1 z 5 •5 .5 2 25 2 .25 2 0 0 0.1 0 3 3 3 z z z v 4 z 4 z 4 z Ei 0 1 2 3 4 5 6 0 1 2 3 4 5 6 0 1 2 3 4 5 6 35W High Pressure Sodium lamp,4000 rated 50W High Pressure Sodium lamp,6300 rated 100W High Pressure Sodium lamp,9500 rated lumens.Footcandle values based on 20' lumens.Footcandle values based on 20' lumens.Footcandle values based on 20' mounting height,Distribution,cutoff. mounting height,Distribution,cutoff. mounting height,Distribution,cutoff. Mounting Height Correction Factor (Multiply the fc level bythe correction factor) 8ft.=6.25 10 ft.=4.00 12 ft.=2.78 15 ft.=1.78 (Existing Mounting Height 12 _Correction Factor \ New Mounting Height / Notes 1 Photometric data for other distributions can be accessed at www.lithonia.com. 2 Tested to current IES and NEMA standards under stabilized laboratory conditions.Various operating factors can cause differences between laboratory data and actual field measurements.Dimensions andspecifications on this sheet based on the most current available data and are subject to change without notice. 3 For electrical characteristics,consult outdoor technical data specification sheets on www.lithonia.com. 4 Actual performance may differ as a result of end-user environment and application. I'A L/THON/A L/GHT/NG® TWAC-M-S AnSMcuityBrands Company OUTDOOR: One Lithonia Way Conyers,GA 30012 Phone: 770.922.9000 www.lithonia.com © 2006-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 02/08/17