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Ithaca Self-Storage PB packet- preliminary site plan - 2-20-24
1 PLANNING DEPARTMENT MEMO TO: Planning Board Members FROM: Christine Balestra, Senior Planner DATE: February 13, 2024 RE: Ithaca Self-Storage Facility- Preliminary Site Plan, Environmental Review Enclosed please find materials for the Ithaca Self-Storage project located at 602 Elmira Road (NYS Route 13, at the intersection of NYS Route 13A). The project involves the construction of approximately 24,700 square feet of self-storage in six buildings. The project will be constructed in two phases and consist of indoor climate controlled storage and standard mini-storage units. The Planning Board reviewed a sketch plan for this project on October 17, 2023, and provided the applicant with feedback related to the guidelines/requirements of the Inlet Valley Overlay District (IVOD) relative to architecture, landscaping, and other site elements. The Board asked the applicant to ensure that all renderings included all aspects of the project (e.g., retaining walls, landscaping, fences, etc.) and that the perspective drawings accurately portrayed the view of the project from Elmira Road (NYS Route 13) and Five Mile Drive (NYS Route 13A). Among the attachments is a narrative statement that lists the specific details on how the project complies with the IVOD design standards. The Zoning Board of Appeals (ZBA) granted a use variance for this proposal on August 21, 2023. As the plans for the project developed, the Town Code Enforcement Department determined that the project would require several area variances from the ZBA, in addition to site plan approval from the Planning Board. The attached application narrative lists the area variances that are necessary. The proposed storage facility is an Unlisted Action pursuant to 6 NYCRR Part 617, State Environmental Quality Review. The environmental review for the project must consider all actions across all decision-making boards, so the attached environmental review incorporates the previous use variance analysis language, along with current area variance and site plan analysis language. The proposed new language is in blue underlined text. Attached is a memo from the Town Engineering Department, dated February 13, 2024, indicating that the project must meet the required stormwater/green infrastructure standards as outlined within the New York State Stormwater Design Manual dated January 2015. These details, and other comments related to utilities and infrastructure, are included in the memo, and have been added to the environmental review for the project. 2 Please feel free to contact me if you have questions regarding this proposal by phone at (607) 273- 1721 and by email at cbalestra@town.ithaca.ny.us Att. Cc: Thomas Zawadzki, Rudra Management Michael Lasell, MBL Engineering, PLLC Joshua Best, Line 42 Architecture, PLLC DEPARTMENT OF ENGINEERING Stormwater, Sanitary Sewer, Potable Water, Roads, Parks, and Trails 114 Seven Mile Drive, Ithaca, N.Y. 14850 ENGINEERING@TOWN.ITHACA.NY.US PHONE: 607.273.1656 FAX: 607.272.6076 www.town.ithaca.ny.us ENGINEERING MEMORANDUM FROM: Daniel Thaete P.E., Director of Engineering David O’Shea P.E., Senior Civil Engineer TO: Michael Lasell P.E., MBL Engineering, PLLC CC: Town of Ithaca Planning Board DATE: February 13, 2024 RE: Rudra Management – 602 Elmira Rd We have reviewed the above referenced project’s submitted plan set dated February 2023, last revised January 9, 2024; SWPPP last revised December 14, 2023; and the associated narrative dated November 14, 2023, last revised January 16, 2024. We offer the following comments: SWPPP/General • The applicant proposes to disturb greater than 1 acre of soil. The applicant must meet the required stormwater/green infrastructure standards as outlined within the New York State Stormwater Design Manual Dated January, 2015. Upon acceptance by the Town, the applicant will be required to submit a Notice of Intent (NOI), in order to obtain an approved State Pollution Discharge Elimination System (SPDES) Permit prior to commencement of earthwork activities • Please include on the plan a sequence of construction/general notes outlining, at a minimum, the following: -Preconstruction meeting to be held with the Town of Ithaca prior to earth disturbance activities - Means and methods by which erosion and sediment control will be performed -Timing of when infiltration devices can be installed and how they will be maintained free of sediment until site stabilization -Means and methods by which utility and site construction will be installed -Overall phasing of project and erosion & sediment control techniques -Permanent and temporary stabilization techniques, when and how to utilize -Winter stabilization techniques -Long term maintenance of stormwater facilities -Other items as need to construct the project • Refer to Sheet C103: -Please provide 6-inch minimum free board on top of the100 year flow depth over the rip-rap spillway -It appears there is no width to the top of berm as it is identified with a spot elevation of 437. Please provide adequate width and height for appropriate construction and maintenance procedures. Finished berm shall be wide enough for maintenance equipment to traverse -Please identify on plan the top of berm width for Infiltration Basin #2 -Please provide elevations for the permanent stone check dams within dry swale #2 so as they perform and hold the identified amount of pre-treatment. This information should match the stormwater management calculations -Please provide site specific dimensions, sizing, and installation details for all rip- rap spillways • Refer to Sheet C501: -Revise NYSDOT stabilized construction entrance detail to be legible -Show appropriate silt fence sizing information and where the differing sizes are utilized on the plan -Identify the concrete washdown containment on the plan -Identify where the “Temporary drainage swale typical section ” will be utilized on the plan -Provide site specific rip-rap apron stone sizing • Refer to Sheet C-503: -Provide site specific rip-rap apron stone sizing (this detail conflicts with apron detail on sheet C501 -Pea Gravel Strip detail. Please provide note indicating pea gravel to be in conformance with ASTM D448 -Infiltration Basin Section -Please identify where and how the forebay berm will be installed/utilized -Underdrains referenced in detail shall be noted on plan with inverts and location(s) -Please identify dewatering method in the event of required maintenance -Please provide inverts and dimensional characteristics for all spillways and outlet pipes • Please provide the appropriate information regarding the conformance with the maximum allowable clay and silt/clay percentages as outlined in section 6.3 of the Stormwater Management Design Manual • Please provide note on plan outlining the need to install soil erosion control fabric on all slopes 3:1 or greater. Product information and installation techniques shall be provided on the plan • Please provide temporary soils stabilization techniques and when to utilize • If spoils from the project will be deposited within the Town of Ithaca, the spoils site must be included in the SWPPP and further approval of the site may be required • Stormwater Access/ Operation and Maintenance agreement(s) must be executed prior to building permits per §228-11d of Town Code Potable Water • Infrastructure extensions that will be dedicated are required to meet Town of Ithaca technical specifications, details, and design requirements. A detailed design will need to be reviewed and approved by the Director of Engineering prior to scheduling any Town Board or Public Works Committee appearances. Please schedule a meeting with the Engineer Department to discuss these requirements • Prior to Final Site Plan Approval, the Town Board shall consider approval of the concept and location of the proposed dedicated utilities. A recommendation from the Public Works Committee shall be received prior to scheduling the Town Board Appearance • Provide information on ownership of the Highway Right of Way where proposed water infrastructure is shown. Easement(s) may be required dependent on the ownership • Prior to issuance of a building permit, acceptance by the Town Board, and completion and dedication to the Town, of any water infrastructure o This may require execution of easement(s) depending on the property ownership Sanitary Sewer • Connection to municipal sanitary sewer is required unless an exemption is received from the Town of Ithaca Town Board o Prior to Final Site Plan Approval, the Town Board shall consider issuance of a sewer exemption for the proposed onsite wastewater treatment system. A recommendation from the Public Works Committee shall be received prior to scheduling the Town Board Appearance LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 1 OF 6 November 14, 2023 Revised - January 16, 2024 Town of Ithaca Planning Department 215 North Tioga Street Ithaca, NY 14850 Re: Project Narrative – Proposed Storage Facility The purpose of this letter is to express Rudra Management’s interest in constructing a self-storage facility on their vacant land, located at 602 Elmira Road, Ithaca, NY (the “Property”). Project: Rudra Management proposes the construction of approximately 24,700 square feet of self-storage space, which will be comprised of both traditional drive-up storage units, as well as indoor climate- controlled storage units. The project will be split into two phases. Phase One will entail the construction of climate-controlled and traditional drive-up storage units, and Phase Two will be all climate-controlled. Unit sizes will vary to meet the Community’s needs. The project will utilize the public water system for its fire suppression and bathroom, but will install on site septic for its single use toilet. We anticipate construction to last 6 to 8 months. About Rudra Management: Rudra Management is a real estate development company that builds, owns and operates 25+ hotels in the Western New York area. At the helm, Jay Patel has extensive experience in development and construction. Once example of their work is The Holiday Inn Express & Suites, 371 Elmira Road, which is located down the road from the Property. The hotel project was considered a “ground-up” construction project that transformed a neglected site into a thriving local business. Rudra Management hopes to continue their successful track record by diversifying their portfolio with a self-storage facility, as their market research has determined a demand in the Ithaca area. Rudra Management has hired Line 42 Architecture to consult and assist with the development process. Having worked together on other successful projects in the past, Rudra Management and Line 42 Architecture bring a collective experience that will ensure this project comes to fruition in a reasonable amount of time. About Line 42 Architecture: Line 42 Architecture, PLLC is a design firm specializing in self-storage and multifamily housing. Joshua Best, AIA, Founding Principal has developed, designed, constructed and operated four other self-storage facilities in the Buffalo, NY area with his company Best Brothers Development, LLC. His most recent ground-up construction was a facility located in Orchard Park, NY, which is similar to Rudra Management’s proposed facility for Ithaca, NY. Best Brothers Development, LLC is a homegrown company that specializes in operating and assisting in commercial real estate development ventures. Their services include site acquisition, architectural design, construction management, technical and operational assistance. Their focus is on multi-family housing, self-storage and hotel development. LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 2 OF 6 Use Variance Request: 1. Revise conditions to previously approved use variance with permit number 23-2. The pervious Use Variance had a condition that required the project to meet the Inlet Valley Overlay District. Specific Area Variances are required with the proposed previously approved use within that Overlay District so the condition needs to be removed or revised with variances allowed. Area Variance Request: 1. Entrance off Elmira Road (171.6F(5)(b)) a. This makes the most sense for the project. It was welcomed when we received the use variance and the DOT is in favor of it. We have modified the layout to ensure safety. The site slopes downhill and we are utilizing the existing site topography for our 2nd phase building with a walkout basement. Entering on 5 Mile Drive would not be desirable with our design approach. Additionally, it would be awkward coming around the corner to the intersection and result in more tree clearing and land disturbance. Site distance is not currently met and trees causing the restriction are off property. There is also considering stacking on 5 Mile Drive from the intersection that could cause cars trying to enter the facility to block cars traveling north on Five Mile Drive, see photo below. i. 2. Parking Infront of building (171.6F.(2)(a)) a. This also was shown to the ZBA when approving our use variance. The nature of the storage business is security and this requires keeping traffic out of the secure zone past the gate. Prospective customers typically rent online and are sent a gate code via email or mobile app. Very rarely will a customer utilize the parking and come into the office. LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 3 OF 6 3. Fire sprinklers in non-climate-controlled buildings (270-171.4) a. We have designed a fire sprinkler system for our two climate-controlled buildings facing the street (buildings 1 & 6). For the non-climate-controlled buildings (2,3,4 &5) we request a variance from the Ithaca code that is above and beyond NYS code. Our non- climate-controlled buildings will have fire walls per NYS code to minimize fire spread and we plan on exceeding NYS code by installing a fire/smoke alarm system in all buildings on property. Our main security gate will be keyed for fire department access and we have fire apparatus turning maneuverability throughout the property. 4. Glazing SF Added to Primary Building a. We comply with the glazing requirement but need to seek relief from interior elevation requirements as the interior layout does not allow glazing. False windows and doors are being utilized. 5. Stream Setback Variance (219.5D) a. Zone 1 and 2 are defined on the plan from stream bank full elevation. Because of slopes it pushes Zone 1 to 60-feet and therefore Zone 2 has some access road within it on the west side. Because this water on this pavement does not enter into Zone 1 and is collected and conveyed through a stormwater device, the setback is being maintained with flow length. Also, the area is currently cleared and limited grading is required. 6. Principle Structure Public Entrance (Buildings 2-6 - 270-171.6D.(14)) a. A variance is being requested for pedestrian access to each building. The main building where people enter, we have provided pedestrian access, the other buildings do not have main entrances as they are walk up storage facilities. An alternative was looked at to connect the two main front buildings, but this would negatively impact the aesthetics only to meet the main entrance criteria. 7. Principle Structure Sidewalk Connectivity (270-171.6 G.(1)(a)) a. A variance is being requested for sidewalk connectivity from the main street. Per the previous variance there would be no main entrances to provide access too. 8. Principle Structure Facing Main Street (2, 3, and 6 - 270-171.6D.(14)(b)) a. A variance is being requested for the requirement of the principal building facing the major highway. Our second building currently faces 5 Mile Drive as it fits the site better and creates a more aesthetic building mass. 9. Building Setback from adjacent buildings (270-225) a. A variance is being requested for building setbacks between buildings which are required to meet yard setbacks. Being a multiple building facility which the buildings are complimentary to each other and run from the main building with services including offices, bathroom, fire protection, gas and electric this does not apply well to this use. LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 4 OF 6 Estimated Trip Generation: ITE Trip Generation – 38 Daily Trips, 4 Peak AM Hour and 7 Peak PM Hour. Estimated Fire Flow Requirements: Fire flow for the heated structures will be Ordinary Hazard Group II and require 250 GPM hose stream and 0.2 GMP/SF for 1500-SF. Each building will require 550-GPM with a total required flow of 1,100 GPM. Provided fire flow at nearest hydrant has been calculated from the provided fire flow from R0440 which had a static PSI at 125 and 1250 GPM at 80 PSI. The hydrant nearest site is 23-feet higher which would have a pressure reduction of approximately 10-psi which still is well within the required fire demands. Energy Code Supplement: Commercial Compliance Summary for Easy Path/ Prescriptive Path Projects must earn at least 12 points Points Pursuing with current design: • Air source heat pump = 4 • Heating systems in heating space = 1 • Efficient building shape = 1 • Right-lighting = 1 • Modest window to wall ratio = 1 • Renewable energy system = 1-6 • Electric vehicle parking space = 1 • Walkability = 1 • Custom energy improvement = 1 Total = 12-16 Points Article XXA Inlet Valley Overlay District270-117.6 Design Standards and Guidelines To quote the Inlet Valley Overlay District Purpose: “Recognizing the importance of existing commercial and light industrial use... The overlay district aims to preserve and build upon the most appealing aspects of the Inlet Valley’s rural and agricultural character, and enhance the area’s appeal as a recreational destination among residents and visitors. The outcome of development under these provisions will add to the area’s tourism and transportation assets, enhance the synergistic relationship between the area’s businesses and attractions, and reinforce its sense of place. Inlet Valley Center. This overlay zone intends to foster a compact mix of destinations. It is centered generally, around the existing light industrial, neighborhood commercial and planned development zones”. The proposed storage facility is aligned with the statement above. Evidence of design standard compliance is outlined below and exemplifies that this project will “enhance the area’s appeal”. LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 5 OF 6 Building Design: We have been sensitive to the design of this project, ensuring we are adding to the charm of Ithaca, rather than building a standard storage facility. This state-of-the-art facility offers growth opportunity for businesses and individuals alike. Our design is site specific and our approach was thoughtful to the surroundings. Given the major road intersection, the most logical site entrance is shown on the renderings and the DOT is in favor as well. We aim to align with the existing street fabric. The design will stay true to the current roots of light industrial and will be elevated by the climate control buildings that shield the industrial buildings from the street. The buildings wrap the corner and follow the site topography stepping down the site. 1) Style neutrality: Simple massing with wood “lodge” like touches tie into local area and references a camp ground welcome house. 2) Elevation and wall form: Stone, Clapboard siding and roof trim. 3) Wall articulation: Central “timber” projection (5’) breaks up the massing and acts and acts as a beacon for the project. Windows further break up the massing along the street frontage and the rear/ side elevations have changes in materials and false windows to further break down the scale and comply with the regulations. 4) Consistent design on visible elevations: we comply with this statement from the guidelines “Elevations on a building that are visible from or facing a street must have a similar style and quality of materials, windows, doors, trim, decorative moldings, and wall articulation.” See elevations. 5) Building Construction: Our principal buildings fronting Elmira Road will be engineered specific for this site. 6) Roof form: Our roof slope is 6:12 with 18” overhangs complying with the guidelines. 7) Roof materials: We are using standing seam metal, complying with the guidelines. 8) Cladding materials: Our primary cladding material will be Clapboard (fiber cement) and will cover 100% of the buildings 9) Cladding materials and building color in general: We are using Natural earth tones with non- reflective finish. See elevations. LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 6 OF 6 10) Change of cladding of color on an outside wall: we comply. See elevations: 11) Trim: We comply. See elevations 12) Window and door area: We comply. See elevations. 13) Window and door design: we comply. See elevations. 14) Building entrance orientation and design: we comply. See elevations. 15) Formula architecture: we comply. See elevations. 16) Rooftop and building mounted equipment: We comply. See elevations Additionally, see drawings as we also comply with: E. Landscaping F. Parking G. Pedestrian and bicycle facilities H. Fences and walls J. Service and equipment areas K. Utilities L. Outdoor lighting M. Signs PROPOSED RESOLUTION: SEQR Preliminary Site Plan Approval Ithaca Self-Storage Project Tax Parcel No. 31.-3-4 602 Elmira Road Town of Ithaca Planning Board, February 20, 2024 WHEREAS: 1. This action involves consideration of Preliminary Site Plan Approval for the proposed self- storage facility located at 602 Elmira Road (NYS Route 13) within the Light Industrial Zone and Inlet Valley Center Overlay District. The project involves construction of approximately 24,700 square feet of self-storage in six buildings. The project will be constructed in two phases and consist of indoor climate-controlled storage and mini-storage units along with a small parking area, fence and entrance gate, stormwater management facilities, landscaping, and site lighting. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Rudra Management, Owner/Applicant; Michael B. Lasell, P.E., LEED AP, MBL Engineering, PLLC, Agent; 2. This is an Unlisted Action for which the Town of Ithaca Planning Board, acting in an uncoordinated environmental review with respect to the project has, on February 20, 2024, made a negative determination of environmental significance, after having reviewed and accepted as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3, prepared by Town Planning staff; and 3. The Planning Board, on February 20, 2024, has reviewed and accepted as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, Parts 2 and 3, prepared by Town Planning staff, an application narrative titled “Project Narrative – Proposed Storage Facility,” a set of drawings titled “Ithaca Self Storage, Rudra Management, 602 Elmira Road, Town of Ithaca, Tompkins County,” prepared by MBL Engineering, PLLC, including sheets C-001, C-102, C-104, C-106, C-201, and C-502- C-505, dated 12/8/23; sheets C-101 and C- 103, dated 1/9/24; and sheets C-105 and C-501, dated 11/14/23; architectural plans, schematic designs, and landscaping plans prepared by Line 42 Architecture, including sheets titled “Landscape & Material Plan,” “Building 1 & 6 Exterior Elevations & Floor Plan,” “Building 2, 3, 4 & 5 Exterior Elevations,” “Aerial View,” “Elmira Road Entrance,” “Building 1 Elmira Road View,” “Elmira Road & 5 Mile Drive,” and “Building 6 Loading,” all dated December 2023; and other application materials; and 4. Town Planning staff has recommended a negative determination of environmental significance with respect to the proposal; NOW THEREFORE BE IT RESOLVED: That the Town of Ithaca Planning Board hereby makes a negative determination of environmental significance in accordance with Article 8 of the Environmental Conservation Law and 6 NYCRR Part 617 New York State Environmental Quality Review for the above referenced proposal, based on the information in the EAF Part 1 and for the reasons set forth in the EAF Parts 2 and 3, and, therefore, a Draft Environmental Impact Statement will not be required. Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, 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. NO YES NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland 2. Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval: Ithaca Self-Storage 602 Elmira Road - Ithaca Construction of a Self-Storage facility with 6 buildings which include indoor heated storage and standard mini-storage of approximately 24,700-SF. Project includes a 20,700s.f. building footprint (24,700s.f. total gross floor area, as Buildings 1 & 6 are two-stories), along with parking, landscaping, stormwater management facilities, and other project elements. Rudra Managaement 716.481.9888 jay@rudramgmt.com 51 Anderson Road Buffalo NY 14225 4 Ithaca ZBA, County Planning, NYSDOT, Ithaca Planning Board, NYSDEC, Town Board 4 3.0 1.90 3.0 4 4 Light industry (warehouses), vacant land Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? Elmira Road is served by TCAT Route 67 c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? Please see part 3 Please see part 3 An offsite water main extension will be required to provide public water to this parcel. IF an exemption is approved by the Town Board. If exemption is not approved, then an offsite sanitary sewer main extension will be required. Project received a Use Variance on 8/21/2023 4 4 4 4 4 4 4 4 4 4Onsite wastewater treatment for a single bathroom. 4 4 4 4 Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ 4 4 4 4 4 4 4 4 4 4 Michael Lasell 3/15/2023 Engineer PRINT FORM EAF Mapper Summary Report Tuesday, February 28, 2023 12:29 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]Yes Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No 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 1Short Environmental Assessment Form - EAF Mapper Summary Report Page 1 of 2 No, or small impact may occur Moderate to large impact may occur 1. 2.Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4.Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5.Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6.Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7.Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8.Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9.Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? 10.Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept “Have my responses been reasonable considering the scale and context of the proposed action?” Please see Part 3 for further explanation of 1, 2, 3, 5, 7, and 10 below Ithaca Self Storage - 602 Elmira Rd PB Site Plan 2-20-24; ZBA area variances 2-27-24 4 4 4 4 4 4 4 4 4 4 4 4 PRINT FORM Page 2 of 2 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. Agency 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. ______ _ _ _ _________________ Name of Lead Agency _________________Fred Wilcox___________________ Print or Type Name of Responsible Officer in Lead Agency _________________________________________________ Signature of Responsible Officer in Lead Agency _______________________________________________ Date ________________ Chair_________________________ Title of Responsible Officer ______ ____ _____ _ _______ _ _ _ _ _____________ Signature of Preparer (if different from Responsible Officer) 4 PLEASE SEE ATTACHED Town of Ithaca Planning Board Christine Balestra, Senior Planner Ithaca Self Storage- 602 Elmira Rd PB site plan 2-20-24;ZBA area variances 2-27-24 PRINT FORM 1 Short Environmental Assessment Form – Part 3 Determina on of Significance Project: Ithaca Self Storage, 602 Elmira Road Ac ons: Site Plan Approval, Planning Board (PB) Area Variances, Zoning Board of Appeals (ZBA) Acceptance/Dedica on of Certain U li es, Town Board (TB) Dates: February 20, 2024 (PB), February 27, 2024 (ZBA), Yet to be determined (TB) Physical characteristics of the property: The proposed self-storage facility will be located on vacant property that was utilized as a fill-site for the storage of fill and construction materials during the NYS Department of Transportation’s (DOT) Route 13/Route 13A intersection and Cayuga Inlet bridge reconstruction projects in the mid-1990’s. Approximately 80% of the property is relatively flat and clear of vegetation. However, approximately one quarter of the site, particularly the north and west edges, and along the NYSDOT right-of-way to the east, contains steep slopes and manmade fill mounds in various stages of natural re-vegetation. Those areas of the property also contain first succession vegetation (mostly young birch, locust, and sycamore trees) along with some larger deciduous and evergreen trees, overgrown shrubs, and tall grasses. This property used to contains a stream that is a tributary to the Cayuga Inlet. During the NYS reconstruction projects, a portion of the stream was piped underneath and across the property to outlet culverts on the northeast and west sides of the property, where it currently flows exposed off the property and onto adjacent properties. The stream eventually filters into a NYS DEC regulated wetland and Unique Natural Area located on the east side of NYS Route 13A. Some of the most significant slopes found on the property are located along the stream bank in the north and west areas. 1. Will the proposed ac on create a material conflict with an adopted land use plan or zoning regula ons? Small impact may occur. The 2014 Comprehensive Plan and Future Land Use Map has characterized this property as “Natural/Open” and “Inlet Valley Gateway.” According to the Comprehensive Plan, this por on of Elmira Road is intended “to be a se ng for a mix of office, small- scale retail, hospitality, tourism, and agritourism uses, with low impact light industrial, ar sanal industrial, and skilled trade uses.” The Town Board adopted the Inlet Valley Overlay District (IVOD) zoning on February 13, 2023 to meet the goals of the Comprehensive Plan. However, the IVOD prohibits self-storage facili es. Un l two February, 2023months ago, the property containing the proposed Ithaca Self-Storage project was zoned Light Industrial, which permi ed self-storage facili es with site plan approval by the Planning Board. Now that the zoning has changed, the project requires a use variance from the Zoning Board of Appeals along with site plan approval from the Planning Board. The ZBA granted the use variance for the project on August 21, 2023. The project also requires area variances from the ZBA from the following provisions of the IVOD (or other sec ons of Town Code): 2 1. §270-171.6 F (5) (b) – The property is on a corner lot. Access is off Elmira Road (NYS Route 13), which is a primary street, instead of off a secondary street (Five Mile Drive/NYS Route 13A). The IVOD regula ons require access off of a secondary street on corner lots. Given the presence of slopes, large drainage ditches, traffic condi ons, and poor site distances along Five Mile Drive, the access from Emira Road appears to be the safest and most prac cal access for the project. 2. §270-171.6 F (2) (a) – The IVOD regula ons prohibit parking in the front yard. Parking is proposed in the front yard. This was shown as part of the project and was supported by the PB and ZBA during the use variance and sketch reviews. There are only 5 parking spaces proposed for the project, and they are located in a safe manner, buffered by proposed landscaping. There will be no significant adverse aesthe c or traffic impacts associated with having parking in the front yard of this project. 3. §270-171.4 & Town Code Chapter 225 – Sprinklers are only proposed for two out of the six buildings. The IVOD regula ons reference Town Code, Chapter 225. The project complies with NYS Code when it comes to sprinkling the structures, but it does not comply with Town Code, which is more restric ve than NYS Code. The climate-controlled facili es (buildings 1 and 6) will be sprinkled. Building 1 contains an office that will be occupied. However, the non-climate controlled buildings will not have sprinklers. These buildings are largely unoccupied, as they are designed for the storage of things and not for the purpose of human habita on or occupa on. To mi gate fire-related impacts, the non-climate controlled buildings will have fire-rated walls, per NYS Code provisions. There are no an cipated adverse environmental impacts associated with not sprinkling four out of the six proposed buildings. 4. §270-171.6 D (12) (a) [2] – The window and door interior side building eleva ons do not comply with glazing requirements for the interior site layout of the buildings. The IVOD requires interior side eleva ons of buildings to contain between 10 and 40% glazing (glass) per building story, in the form of windows or doors. Fake windows or doors can be subs tuted up to 50% of the me. The interior layout of the proposed buildings cannot meet the glazing requirement. The requirement is an aesthe c feature that creates a pleasing aesthe c for public-facing aspects of buildings. Four of the six structures do not face a public street and cannot be seen by the public. All exterior (public/road facing) aspects of the buildings comply with the glazing requirement. There are not an cipated significant adverse aesthe c impacts associated with gran ng a variance from the interior glazing provisions for the buildings. 5. §270-219.5 – Stream Setback Law – The property contains a stream along the western boundary that is regulated by Town Code §270-219.5, which prohibits development and limits soil disturbing ac vi es within designated stream setbacks. For this project, the stream that is regulated requires a 50-foot setback per stream side, with “zone 1” being the 30-foot area immediately adjacent to the stream and “zone 2” being the remaining 20-foot area next to zone 1. The proposal contains a small por on of a retaining wall, dry swale, and driving lane 3 that comprises approximately 200s.f. total area that impedes into stream setback zone 2 along the northwest corner of the project. The dry swale is permi ed in zone 2, but the other features are prohibited without an area variance. Aside from a variance, this requires a mi ga on plan that offsets the effects of the proposed encroachment into the stream setback. The applicant proposes to offset erosion impacts through the u liza on of stormwater devices that will capture sediment before it is conveyed back into the stream. Addi onally, the applicant proposes to install non-invasive, deer resistant plan ngs immediately adjacent to the proposed retaining wall in zone 2, to mi gate the disturbance to the riparian buffer that currently exists. This will serve to mi gate impacts to the stream. 6. §270-171.6 D (14), -D (14) (b), -G. (1) (a), and §270-225 – Requested variances from these Code provisions are a result of having mul ple “principal” (main) buildings on one parcel. The self-storage proposal involves six buildings on one parcel, which is typical of a self-storage use. However, the IVOD provisions were wri en with one principal building per parcel in mind. As such, the requirements related to public entrance loca on, sidewalk connec vity, and structures facing the main street would usually only apply to one structure on a parcel. In this case, there are six “principal” buildings, so all six theore cally need to have a public entrance, connect to the main street via sidewalks, and face the main street. This is not possible for the self-storage project and would not likely be possible for any mul ple structured project on this property. The applicant provides for pedestrian access from Elmira Road/NYS Route 13 to Building 1, which contains the office (the only public space in the project). But all other buildings on the property are not designed for public access – they are walk-up storage facili es. Construc ng all six buildings to face Elmira Road/NYS Route 13, each with its own public entrance, and each with sidewalk connec ons to Elmira Road would be imprac cal and illogical. Although self-storage facili es are currently prohibited in the IVOD, they do not necessarily create a material conflict with the IVOD provisions. Part of the goal of the IVOD is to enhance the Elmira Road corridor’s dis nc ve characteris cs by fostering and building on the semi-rural assets that currently exist. Self-storage facili es are typical uses found in semi-rural landscapes, although they are generally una rac ve and detract from the aesthe c of an area. The IVOD’s architectural design standards and requirements would provide an opportunity for the proposed Ithaca Self-Storage project to show sensi vity to the surrounding natural area, with elements that would beare in context with the semi-rural character of Elmira Road. To that end, the self-storage structures in the IVOD may be more a rac ve than typical self-storage buildings. 2. Will the proposed ac on result in a change in the use or the intensity of the use of land? Small impact may occur. This property has been vacant for many decades. Developing the property at all will change the use and the intensity of the use of land. It is a highly disturbed site, due to the NYS DOT projects men oned above. Addi onally, the property contains a NYS DOT right-of-way with steep slopes that would create a challenge for most types of development. There was a proposal for a self- 4 storage facility on the property in 2010, but the applicant only appeared before the Planning Board for a sketch plan review and never returned for approval. The IVOD provisions allow many types of uses for this property that would change the use and intensity of the use of the land, e.g., bed and breakfasts, hotels, veterinary clinics, day care centers, health/fitness uses, restaurants, professional offices, retail and commercial uses, small light industrial uses, cultural facili es, etc. The proposed Ithaca Self-Storage project is a less intense use of land than other permi ed uses. 3. Will the proposed ac on impair the character or quality of the exis ng community? Small impact may occur. The Elmira Road corridor has a very diverse community character. The IVOD provisions are specifically designed to create an a rac ve and appealing character for the corridor that is safe and invi ng to residents and visitors. Some por ons of the IVOD design standards are required and some are strongly encouraged (“must” versus “should”). If the Zoning Board grants the use variance, the board could consider condi oning the approval on requiring the project to comply with all IVOD’s Design Standards and Guidelines (§270-171.6), regardless of whether they are required or encouraged. The Zoning Board granted the use variance for the project, and the applicant has complied as closely as possible with the IVOD design standards. The proposed building designs are significantly different than typical self-storage structures, and This would ensure that the Ithaca Self-Storage facility will enhance the character of the community and comply with the design aesthe c intended for the Inlet Valley Corridor. The project includes a landscaping plan that contains a mix of deciduous and coniferous trees and shrubs. The proposed plan ngs will serve to buffer the aesthe c impact of Buildings 1, 2, and 6 from the public view. There are also plan ngs proposed along the Elmira Road frontage of the parking lot, serving as an addi onal aesthe c buffer. The plan complies with the IVOD landscaping provisions. In terms of site ligh ng, the project includes two site light poles, along with 49 wall pack lights. The light poles are 18 feet tall, with one located at the Elmira Road entrance and the other located along northeastern corner of the property. The proposed poles comply with all Town Code provisions, including shielding, and are proposed to be 3000K LED color temperature (according to drawing C105 and the ligh ng specifica on sheets provided in the applica on materials). The wall pack lights are proposed for the buildings themselves; and there are two manufacturers listed on the plans. The Amon wall pack light specifica on sheets do not specify a color temperature, but the lights comply with the IVOD provisions and the provisions of the Town Outdoor Ligh ng Law. The Lumark wall packs will be 3000K LED color temperature, although it’s unclear from the materials if the lights will have fully shielded cutoffs. Staff recommends fully shielded-cutoff wall packs, as they will essen ally guarantee that no light pollu on or glare will occur with the project. 5. Will the proposed ac on result in an adverse change in the exis ng level of traffic or affect exis ng infrastructure for mass transit, biking, or walkway? Small impact may occur. Self-storage facili es typically have much lower traffic impacts than other commercial and retail uses. This is primarily because self-storage facili es do not a ract exis ng traffic (e.g., like a fast-food restaurant 5 would) nor are they des na ons for most people (e.g., state park, recrea onal facility). According to the most recent manual of the Ins tute of Traffic Engineering, the project is expected to generate around 38 daily trips total, with 4 trips during the peak AM hour and 7 trips during the peak PM hour. Compara vely, the most recent average daily traffic count from the Elmira Road (NYS Route 13)/Five Mile Drive (NYS Route 13A) intersec on to the City of Ithaca line numbered 1,451 cars during the peak PM hour (2020 traffic counts from NYS, as reported by the Ithaca-Tompkins County Transporta on Council). Elmira Road receives around 17,000 cars a day on average, so Tthere is no expected change to the exis ng level of traffic associated with the self-storage project., and t The project will not affect exis ng infrastructure for mass transit, biking, or walkways. The proposed use will require another highway curb cut off NYS Route 13/Elmira Road. The applicant has located the new access as far from the intersec on of NYS Route 13 and NYS Route 13A as safely possible, given the property’s slopes and sight lines from the intersec on. The NYS DOT will need to approve this access loca on, and the Zoning Board and Planning Boards may condi on their approvals on the NYS DOT approval. 7. Will the proposed ac on impact exis ng: a. public/private water supplies? Public water supply will be delivered to the development via a 320 LF 8-inch duc le iron water main extension along Elmira Road. This extension will provide for the installa on of one fire hydrant and associated domes c water service to the facility. Impacts to the West Hill water system will be negligible. b. public/private wastewater treatment u li es? The development proposes the installation of a private onsite wastewater treatment system (OWTS). The installation of an OWTS is permissible only through Town Board exemption, as the applicant is required, by Town Law, to connect to the public sewer system. The installation of an OWTS or connection to the town sewer system will have negligible impacts. 10. Will the proposed ac on result in an increase in the poten al for erosion, flooding, or drainage problems? The drawings submi ed by the applicant for the Zoning Board use variance show a significant increase in impervious surfaces associated with the development. Preserving exis ng vegeta on where it is more established, especially along the stream bank and slopes, and providing a landscaping plan that contains na ve, non-invasive tree and plant species, will reduce the overall impacts of the development. The applicant will beis required to comply with all applicable Town and/or NYS DEC Stormwater Management Regula ons to address water quality and water quan ty issues. Regarding Part 1, ques on 12b: According to the NYS Office of Parks, Recrea on and Historic Preserva on Cultural Resources Informa on System program, the property is in an area that could be archaeologically sensi ve. However, this is a highly disturbed site, due to a 1990’s NYS DOT reconstruc on project. Therefore, any archaeological resources would have been discovered with prior disturbances. 6 Regarding Part 1, ques on 13a: As men oned above, there is a stream located adjacent to the property on the north and west sides. Although the stream is piped and culverted on the property, the applicant will be required to comply with the Town of Ithaca Stormwater Management Law and NYS DEC stormwater regula ons to ensure protec on of the stream during and post construc on. There is also a NYS DEC regulated wetland and Tompkins County Unique Natural Area located across NYS Route 13A, approximately 460+/- feet northeast of the property. The wetland and UNA will be unaffected by the proposed use. PROPOSED RESOLUTION: Preliminary Site Plan Approval Ithaca Self-Storage Project Tax Parcel No. 31.-3-4 602 Elmira Road Town of Ithaca Planning Board, February 20, 2024 WHEREAS: 1. This action involves consideration of Preliminary Site Plan Approval for the proposed self- storage facility located at 602 Elmira Road (NYS Route 13) within the Light Industrial Zone and Inlet Valley Center Overlay District. The project involves construction of approximately 24,700 square feet of self-storage in six buildings. The project will be constructed in two phases and consist of indoor climate-controlled storage and mini-storage units along with a small parking area, fence and entrance gate, stormwater management facilities, landscaping, and site lighting. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Rudra Management, Owner/Applicant; Michael B. Lasell, P.E., LEED AP, MBL Engineering, PLLC, Agent; 2. This is an Unlisted Action for which the Town of Ithaca Planning Board, acting in an uncoordinated environmental review with respect to the project, on February 20, 2024, made a negative determination of environmental significance, after having reviewed and accepted as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3, prepared by Town Planning staff; 3. The Planning Board, at a public hearing held on February 20, 2024, has reviewed and accepted as adequate an application narrative titled “Project Narrative – Proposed Storage Facility,” a set of drawings titled “Ithaca Self Storage, Rudra Management, 602 Elmira Road, Town of Ithaca, Tompkins County,” prepared by MBL Engineering, PLLC, including sheets C-001, C-102, C-104, C-106, C-201, and C-502- C-505, dated 12/8/23; sheets C-101 and C- 103, dated 1/9/24; and sheets C-105 and C-501, dated 11/14/23; architectural plans, schematic designs, and landscaping plans prepared by Line 42 Architecture, including sheets titled “Landscape & Material Plan,” “Building 1 & 6 Exterior Elevations & Floor Plan,” “Building 2, 3, 4 & 5 Exterior Elevations,” “Aerial View,” “Elmira Road Entrance,” “Building 1 Elmira Road View,” “Elmira Road & 5 Mile Drive,” and “Building 6 Loading,” all dated December 2023; and other application materials; and 4. Project plans, and related information, were duly delivered to the Tompkins County Planning and Sustainability Department per New York State General Municipal Law §§239-l et seq., and such Department responded in an October 26, 2023, letter from Katherine Borgella, Tompkins County Commissioner of Planning, pursuant to §§239-l, -m, and -n of the New York State General Municipal Law, determining that the proposed action will have no significant countywide or inter-community impact; NOW THEREFORE BE IT RESOLVED: 1. That, pursuant to Town Code §270-219.5.I., the Town of Ithaca Planning Board hereby finds that the proposed stream setback mitigation plan provided by the applicant sufficiently Pg. 2 offsets the effects of the proposed encroachment into steam setback zone 2; and recommends that the Zoning Board of Appeals approve the stream setback variance associated with the project; and 2. That the Town of Ithaca Planning Board hereby grants Preliminary Site Plan Approval for the proposed Ithaca Self Storage project, located at 602 Elmira Road, as described in the materials listed in Whereas #3 above, subject to the following conditions to be met: Before final site plan approval: a. Granting of any necessary variances by the Zoning Board of Appeals, b. Revision of sheets C101, C102, and C103, to include the following wording in the Plan Notes: “This property is subject to the Town of Ithaca Code provisions regarding stream setbacks, and restrictions and setbacks on development, soil disturbance, vegetation removal, and other activities apply.,” c. Submission of the items listed under the “SWPPP/General” section of the Engineering Memorandum written by Daniel Thaete, Director of Engineering, dated February 13, 2024, d. Approval by the Town Board of the concept and location of the proposed dedicated utilities; and consideration of issuing a sewer exemption for the proposed onsite wastewater treatment system, Before issuance of a building permit: e. Submission to the Director of Code Enforcement of required calculations and fire flow test data from fire hydrant R0460, f. Acceptance by the Town Board, and completion and dedication to the Town, of any water infrastructure, g. Submission, review, execution, and filing of an Operation, Maintenance and Reporting agreement for the proposed stormwater management facilities, with the Town of Ithaca, specifying the ownership and maintenance responsibilities for the stormwater system, including: (i) Submission of an access easement, or other mechanism, to assure Town of Ithaca access to the stormwater facilities, (ii) Review and approval of the access easement and the “Operation, Maintenance, and Reporting Agreement” by the Attorney for the Town and the Town Engineer, and (iii) Town Board authorization to allow the Town Supervisor to sign any necessary easements and the stormwater “Operation, Maintenance, and Reporting Agreement” associated with the project, h. Submission to the Planning Department of a copy of NYSDOT Highway work permit (s), and i. Scheduling of a pre-construction meeting with the Town Engineering, Planning, and Codes Departments. COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. December 13, 2023 Michael Smith, Senior Planner Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Site Plan for proposed Ithaca Self Storage located at 602 Elmira Road, Tax Parcel #31.-3-4, Rudra Management, Owner; Michael B. Lasell, Applicant. Dear Mr. Smith: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We do, however, have the following comments on the proposed action: • We suggest that the Town encourage the applicant to utilize lower-level LED lighting. The Tompkins County Environmental Management Council has studied indoor and outdoor lighting and recommends [through the attached Environmental Alert: Important Recommendations for Indoor and Outdoor Lighting (2017)] that LED lighting be not higher than 2700 CCT to minimize adverse human and ecological impacts. • The proposed driveway access for this project is located in a high-traffic volume merge area along a State Highway and may require some specific type of driveway, access dimensions, or other requirements in order to ensure safe ingress and egress. The applicant should work with NYSDOT to ensure these requirements are met for safe ingress and egress from the property. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability LANDSCAPE & MATERIAL PLAN 602 Elmira road Ithaca, NY Rudra Management Schematic Design December 2023 U P D N N FIRE DEPARTMENT CONNECTION AIR SOURSE HEAT PUMP KEY PAD W/ KEYED ACCESS FOR FIRE DEPARTMENT 6" DIA. x 52" H BOLLARDS (WHITE) TYP. ALL BUILDING CORNERS 3' METAL VERTICAL PIVOT GATE (BLACK) BICYCLE PARKING 3' WOOD FENCE (WARM CEDAR) EV PARKING 3' WOOD FENCE (WARM CEDAR) 3' WOOD FENCE (WARM CEDAR) AIR SOURSE HEAT PUMP EV PARKING LOADING LOADING LOADING EX I T EN T E R EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN AR JC JC JC JC JC JC JC JC JC JC JC JC CA CA CA CA CA CA CA CA GT GT GT AR AR AR AR E L M I R A R O A D 5 MILE DRIV E GT SOLAR PANELS SOLAR PANELS BUILDING 1 BUILDING 6BUILDING 4 BUILDING 5 BUILDING 3BUILDING 2LANDSCAPE NOTES 1.ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6. 2.THE CONTRACTOR SHALL SUPPLY PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN. ANY DISCREPANCIES BETWEEN QUANTITIES SHOWN ON THE PLANT SCHEDULE AND THOSE REQUIRED BY THE CONTRACT DRAWINGS SHALL NOT ENTITLE THE CONTRACTOR TO ADDITIONAL REMUNERATION. 3.THE CONTRACTOR SHALL VERIFY AND VISUALLY INSPECT FINAL SELECTION OF PLANT MATERIALS WITH THE OWNER PRIOR TO INSTALLATION. 4.ALL PLANTING LOCATIONS SHALL BE STAKED OUT AND APPROVED IN THE FIELD BY THE OWNER PRIOR TO INSTALLATION. 5.NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR MECHANICAL DAMAGE. THE OWNER RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. 6.CONTRACTOR MAY SUBSTITUTE ANY OF THE PLANTINGS LISTED IN THE PLANT SCHEDULE DUE TO AVAILABILITY WITH APPROVAL BY THE OWNER PRIOR TO INSTALLATION. 7.EXISTING VEGETATION SHALL REMAIN UNDISTURBED IN ALL AREAS WHICH ARE NOT PART OF THE PROPOSED PROJECT. 8.GUARANTEE: A.FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: 1) GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2) REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; 3) REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO THE OWNER. B.REPLACEMENTS MADE WITHIN SIX MONTHS AFTER THE BEGINNING OF THE GUARANTEE PERIOD SHALL NOT EXTEND THE GUARANTEE PERIOD OF THESE PARTICULAR PLANTS. THOSE REPLACEMENTS MADE SIX MONTHS OR MORE AFTER THE BEGINNING OF THE GUARANTEE PERIOD SHALL BE MAINTAINED AND GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE TIME OF PLACEMENT. 8.MULCH: PROVIDE MINIMUM 3" THICK LAYER OF BROWN SHREDDED BARK MULCH. MULCH SHALL BE USED ONLY AS TREE COLLARS AND IN PLANTING BEDS. 9.PRE-EMERGENT: 1) APPLY TO MULCH IN PLANTING AREAS TO PROHIBIT WEED GROWTH. IF WEEDS APPEAR IN TREATED AREAS DURING THE FIRST YEAR, LANDSCAPER SHALL RETURN TO REMOVE ALL WEEDS AT NO ADDITIONAL COST. 2) PROVIDE A MIXTURE WITH ACTIVE INGREDIENTS CONSISTING OF "A-A-A-TRIFLUORO-2, 6-DINITRO-N, N-DIPROPYL-P-TOLUIDINE" (1.75% OF TOTAL MIXTURE) AND INACTIVE INGREDIENTS (98.25% OF TOTAL MIXTURE). MANUFACTURER: "GREEN GOLD" BY LEBANON CHEMICAL CORP. OR EQUAL. 10.WEED BARRIER FABRIC: 1) APPLY TO PLANTING BEDS BELOW MULCH. 2) PROVIDE BLACK POLYPROPYLENE SHEET 27 MILS THICK, 4 OZ./SQ. YD., GRAB TENSILE STRENGTH PER ASTM D-4632; 90LB (MACHINE DIRECTION) 50 LBS. (CROSS MACHINE DIRECTION). PROVIDE DEWITT "WEED BARRIER" OR APPROVAL EQUAL. DO NOT INSTALL WITHIN THE BIORETENTION AREA. 11.WATER ALL PLANTINGS THOROUGHLY IMMEDIATELY AFTER PLANTING AND THEN REGULARLY TO MAINTAIN PLANT HEALTH AND GROWTH. TOPSOIL NOTES 1.ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PLANTED, MULCHED, PAVED, ETC. SHALL BE TOPSOILED AND SEEDED. TOPSOIL TO BE INSTALLED TO A MINIMUM 3" DEPTH IN AREAS OF SEED. SEED SHALL BE FRESH, CLEAN, NEW-CROP SEED MIXED IN WITH SPECIES AND VARIETY CONFORMING TO FEDERAL AND STATE STANDARDS. 2.PROVIDE AND INSTALL A MULCH ADEQUATE TO PROTECT THE SEEDING DURING ITS GROWING PERIOD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE APPROPRIATE MULCHING TECHNIQUES FOR THE PARTICULAR SITE CONDITIONS AND ACQUIRE APPROVAL OF THE SAME FROM THE OWNER. 3.TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE, NATURAL LOAM FREE OF SUBSOIL, CLAY LUMPS, BRUSH, TWIGS, ENVIRONMENTAL CONTAMINANTS, STONES OR OTHER DELETERIOUS MATERIALS LARGER THAN 2" IN GREATEST DIMENSION. 4.PROPOSED TOPSOIL SHALL BE TESTED BY INDEPENDENT TESTING FACILITY WITH TEST RESULTS SUBMITTED TO THE ENGINEER FOR APPROVAL. CONTRACTOR SHALL PAY FOR ALL TESTING. ACCEPTANCE OF TOPSOIL SHALL BE BASED UPON TEST RESULTS. ONE TEST SHALL BE PERFORMED PER 100 C.Y. OF TOPSOIL. SIEVE PERCENT PASSING 1/4" 65-100 1" 85-100 NO. 200 20-60 5.NATURAL TOPSOIL MAY BE AMENDED WITH APPROVED MATERIALS, BY APPROVED METHODS, TO MEET THE ABOVE SPECIFICATIONS. SEEDING NOTES 1.ALL AREAS TO BE SEEDED SHALL BE SOWN WITH THE FOLLOWING SEEDING MIX: 30% NASSAU KENTUCKY BLUEGRASS, 25% BELMONT KENTUCKY BLUEGRASS , 25% KENTUCKY BLUEGRASS , 20% FINE TEXTURE RYE 2.WEED SEED CONTENT SHALL NOT EXCEED 0.25%. 3.THE SEED MIXTURE SHALL BE DISTRIBUTED BY MEANS OF HYDRO-SEEDING. 4.THE FERTILIZER SHALL BE 5-10-5 COMMERCIAL GRADE FERTILIZER APPLIED AT THE MANUFACTURER'S RECOMMENDED APPLICATION RATE. 5.SEEDING APPLICATION RATE SHALL BE 5 LBS PER 1,000 SQ. FT. 6.WATER THOROUGHLY IMMEDIATELY AFTER SEEDING AND THEN REGULARLY TO MAINTAIN PLANT HEALTH AND GROWTH. STONE MULCH & BOULDERS STONE MULCH 1.ALL STONE AREAS WHERE SHOWN ON THE PLAN. 2.4" DEPTH MIX OF #2 AND #3 ROUNDED WASHED STONE. 3.FINISHED GRADE TO BE FLUSH WITH ADJACENT LAWN, PLANT BED OR PAVEMENT. BOULDERS 1.ALL BOULDERS WHERE SHOWN ON THE PLAN. 2.LARGE BOULDERS TO BE APPROX. 3 FEET BY 4 FEET. SMALL BOULDER GROUPINGS TO VARY IN SIZE FROM 12 INCHES TO 24 INCHES. SCALE: 1" = 20' 0 10'20'40' PRECAST STONE FACE WALL VERTICAL PIVOT GATE IZOoqweoou6!seGo!lewoq3giuawe6euejAN‘e3eLflIpeoJ!WIao9M3IA1VIN3V)Nfl.L3LIHZVl7NI1•1V—1-—-1--1I11111Ii_I___I I zIIIN) m I z C)m CI) CDCD (D) D C) CD C -ciCD rS%3CD3oCD C)D .1.•!••55 ‘S•:‘S •b.j %I •.*••,•.4. :7 / a, C I z C) - 0) C _j%%) -<0 0 m 1.‘ IIzIII-q CDCD c- CD C LDCD r\)CD3 C !?.CD CA)D — ‘JT,•T1 IIEli’ m I 0)0 0 Qo (1)0 0- CDCD D C)D) CD C -cJcD o CD C..)D — 1 I j VI, ‘S 1 ‘S. 4 cn. C-)-’ CD(D CD-) D C) CD C -‘1Dm 3CD3 o St!.CD C....)D —. 7.zIII w C I zI -<0 z 0 \\\\•\‘\ BUILDING 1 & 6 - EXTERIOR ELEVATIONS & FLOOR PLAN 602 Elmira road Ithaca, NY Rudra Management Schematic Design December 2023 ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R.10'-0"11'-0"21'-0"18" BACKLIT LETTERS (26 SF)DARK SKY COMPLIANT DOWNWARD LIGHTING 3A 43A 6 2 3 (3 1/2") 3 (5 1/2")13BFDC 28.52% GLAZING ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 4 1 3 (5 1/2")FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM (3 1/2") ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 4 1 3 (5 1/2")FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM (3 1/2") 7 ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 1 FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & 3 TRIM (3 1/2") 2 140'-0"5'-0"110'-0"30'-0"40'-0"5'-0"35'-0"55'-0"55'-0"30'-0" HVAC STORAGE TOILET OFFICE/ LOBBY EN T E R LOADING SCALE: 1/8" = 1'-0"1 BUILDING 1 - SOUTH ELEVATION SCALE: 1/8" = 1'-0"2 BUILDING 1 - NORTH ELEVATION SCALE: 1/8" = 1'-0"3 BUILDING 1 - WEST ELEVATION SCALE: 1/8" = 1'-0"4 BUILDING 1 - EAST ELEVATION SCALE: 1/8" = 1'-0"5 BUILDING 1 - FLOOR PLAN MATERIAL 1 MATERIAL 2 MATERIAL 3 MATERIAL 3A MATERIAL 3B MATERIAL 4 MATERIAL 5 MATERIAL 5A MATERIAL 6 MATERIAL 7 STONE VENEER CLAPBOARD (FIBER CEMENT) TRIM (COMPOSITE) TRIM (COMPOSITE) FENCE (SYNTHETIC WOOD) METAL ROOF (STANDING SEAM) GARAGE DOORS (CORRUGATED METAL) GARAGE DOORS (CORRUGATED METAL) WINDOWS (ALUMINUM) DOORS (STEEL) DESERT SUNRISE "EARTH TONES" PEARL GRAY CRISP WHITE COPPER PENNY WARM CEDAR ASH GRAY SHALE (TO MATCH SIDING) ROYAL BLUE (INTERIOR ONLY) CRISP WHITE CRISP WHITE ID CLADDING MATERIAL COLOR *ALL CLADDING MATERIALS TO BE MATTE OR NON-REFLECTIVE FINISH MATERIAL KEY: BUILDING 2, 3, 4 & 5 - EXTERIOR ELEVATIONS 602 Elmira road Ithaca, NY Rudra Management Schematic Design December 20236'-0"9'-0"15'-0"4 2 3 (7 1/4")5 3 (3 1/2") 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 4 3 (7 1/4")3 (3 1/2")FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM (3 1/2") 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 1 4 2 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 80'-0"20'-0"30'-0"80'-0" 110'-0"5'-0"25'-0"9'-0"8'-6"17'-6"4 3 (7 1/4")5 2 SOLAR PANELS 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R 4 3 (7 1/4")5 2 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R 4 3 2 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R SCALE: 1/8" = 1'-0"2 BUILDING 2 & 3 - EAST ELEVATION SCALE: 1/8" = 1'-0"3 BUILDING 2 & 3 - WEST ELEVATION SCALE: 1/8" = 1'-0"4 BUILDING 2 & 3 - NORTH & SOUTH ELEVATION SCALE: 1/8" = 1'-0"1 BUILDING 2 & 3 - FLOOR PLAN SCALE: 1/8" = 1'-0"5 BUILDING 3 & 4 - FLOOR PLAN SCALE: 1/8" = 1'-0"6 BUILDING 3 & 4 - SOUTH ELEVATION SCALE: 1/8" = 1'-0"7 BUILDING 3 & 4 - NORTH ELEVATION SCALE: 1/8" = 1'-0"8 BUILDING 3 & 4 - EAST & WEST ELEVATION MATERIAL 1 MATERIAL 2 MATERIAL 3 MATERIAL 3A MATERIAL 3B MATERIAL 4 MATERIAL 5 MATERIAL 5A MATERIAL 6 MATERIAL 7 STONE VENEER CLAPBOARD (FIBER CEMENT) TRIM (COMPOSITE) TRIM (COMPOSITE) FENCE (SYNTHETIC WOOD) METAL ROOF (STANDING SEAM) GARAGE DOORS (CORRUGATED METAL) GARAGE DOORS (CORRUGATED METAL) WINDOWS (ALUMINUM) DOORS (STEEL) DESERT SUNRISE "EARTH TONES" PEARL GRAY CRISP WHITE COPPER PENNY WARM CEDAR ASH GRAY SHALE (TO MATCH SIDING) ROYAL BLUE (INTERIOR ONLY) CRISP WHITE CRISP WHITE ID CLADDING MATERIAL COLOR *ALL CLADDING MATERIALS TO BE MATTE OR NON-REFLECTIVE FINISH MATERIAL KEY: RUDRA MANAGEMENT 602 ELMIRA ROAD TOWN OF ITHACA TOMPKINS COUNTY REVISED DECEMBER 8, 2023 MBL ENGINEERING, PLLC 16510 BALCH PLACE MANNSVILLE, NY 13661 CONTRACT DRAWINGS PROJECT LOCATION ITHACA SELF STORAGE 325 UP DN EXIT ENTER ≥ ≥ ≥ ≥ SITE OWNER RUDRA MANAGEMENT 51 ANDERSON RD BUFFALO, NY 14225 PLAN NOTES: 1.STREAM SETBACKS FROM FULL BANK. 2.PROPERTY IS SUBJECT TO TOWN OF ITHACA ZONING PROVISIONS REGARDING STREAM SETBACKS. UP DN EXIT ENTER 3+15 2+00 3+00 UP DN EXIT ENTER UP DN EXIT ENTER 3+15 2+00 3+00 0+00 1+00 GATE DRY SWALE #2DRY SWALE #1UP DN EXIT ENTER WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 13 WLA MH: 13 WLA MH: 13 WLB MH: 7.5WLB MH: 7.5 LA-SLII-HS MH: 18 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLC MH: 9 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLC MH: 9 WLC MH: 12 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 LA-VW MH: 18 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.5 0.7 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.4 0.2 0.4 0.7 0.9 1.0 1.6 1.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.7 0.2 0.2 0.4 0.9 1.2 1.5 1.6 1.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 0.6 0.2 0.2 0.3 0.4 0.8 1.2 1.4 1.0 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.2 0.3 1.7 1.9 0.6 0.6 0.9 1.0 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6 0.7 0.5 1.5 1.2 10.4 1.7 0.7 0.4 0.6 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.7 1.2 3.7 10.0 2.0 0.5 0.4 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 1.9 2.3 2.0 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.9 1.7 10.9 2.5 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 1.1 3.4 7.9 11.4 2.4 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.8 1.2 1.9 0.8 0.5 7.4 2.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.9 0.8 0.8 0.8 1.8 6.5 4.4 0.9 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.9 2.8 2.6 1.8 6.4 3.9 2.8 0.8 12.4 1.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.8 3.6 1.7 2.7 1.6 2.5 1.2 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.0 0.7 0.6 8.3 3.1 3.3 6.2 1.4 2.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.7 1.5 7.9 5.5 4.1 1.2 1.4 2.9 1.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.5 1.2 1.2 2.0 1.6 2.5 7.3 2.4 0.9 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.4 0.2 0.4 1.7 6.5 0.0 5.5 3.9 1.8 1.0 0.5 0.6 1.1 1.2 0.5 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.4 0.1 0.3 0.6 1.2 1.5 7.2 0.9 0.8 1.0 1.9 3.5 0.0 3.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.3 0.7 0.8 1.3 2.2 2.5 1.4 0.4 5.9 1.3 1.6 5.2 7.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 4.0 7.0 1.4 1.8 0.9 0.4 3.3 1.0 1.5 5.6 1.3 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 2.0 7.8 2.6 0.4 0.6 0.7 0.5 0.7 1.1 8.5 1.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 0.2 0.1 0.7 0.5 0.6 1.6 2.4 1.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.3 4.6 1.0 0.1 0.9 1.5 0.9 2.8 8.6 3.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.2 7.4 7.2 1.3 1.4 1.8 11.0 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.4 1.1 2.3 0.9 0.8 1.2 11.3 1.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 2.8 3.8 1.0 3.4 1.2 4.3 7.7 1.6 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 1.3 4.9 0.9 2.3 1.8 0.9 2.8 2.8 3.2 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.4 0.3 0.4 0.5 0.8 0.7 3.3 0.7 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 1.0 2.9 11.4 0.9 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 6.8 4.6 1.6 3.7 0.9 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 1.6 0.5 2.0 2.8 1.4 0.8 0.7 0.7 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.8 0.7 0.6 0.7 0.8 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1 0.01 Luminaire Schedule Symbol Qty Label Arrangement Lum Lumens Arrgmt Lum Lumens Lum Watts Arrgmt Watts Total Watts LLD LDD BF LLF BUG Rating Description MH 1 LA-SLII-HS Single 3754 3754 34 34 34 0.950 0.950 1.000 0.903 B1-U0-G1 GPC-SA1A-730-U-SL2-HSS 18 1 LA-VW Single 4775 4775 34 34 34 0.950 0.950 1.000 0.903 B3-U0-G1 GPC-SA1A-730-U-5WQ 18 15 WLA Single 1786 1786 28 28 420 0.950 0.950 1.000 0.903 B1-U0-G0 AMON WALL-840-070253 7, 13 25 WLB Single 1526 1526 13.5 13.5 337.5 0.950 0.950 1.000 0.903 B1-U0-G0 AXCS1A-W 7.5 9 WLC Single 2164 2164 20.7 20.7 186.3 0.950 0.950 1.000 0.903 B1-U0-G0 AXCS2A-W 9, 12 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Object_11_Planar Illuminance Fc 0.41 12.4 0.0 N.A.N.A. E X I T ELMIRA ROAD (NYS ROUTE 13/34/96)33'RCONCRETE GUTTER PROPOSED ASPHALT PAVEMENT, SEE DETAIL 'B', THIS SHEET NYSDOT R.O.W. / PROPERTY LINE ℄ PROPOSED UNDERGROUND ELECTRIC 30.0'33'R39.8'20.7'446 445 444444 443 442 441 440 443 442 NYSDOT R.O.W. / PROPERTY LINE PROPOSED COMMUNICATION LINE "DEER CROSSING NEXT 1 MILE" SIGN EX. UP L393 9 EX. UP 77782 1 "MERGING TRAFFIC" SIGN EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC PROPOSED HYDRANT PROPOSED END CAP PROPOSED 8" DI CL 52 WATER LINE E.O.L. E.O.L.11.0'15.1'(VARIES)7.5'(VARIES)TOPSOIL & SEED WITHIN R.O.W. PER NYSDOT SECTION 610.1402 & 610.1601 (TYP. BOTH SIDES) CONCRETE GUTTER DRIVEWAY OFFSET LINE446445444 44644 5 DRY S W A L E # 2 E.O.L. E.O.S.E.O.S.11.0'4.8'(VARIES)21.0'(VARIES)CONCRETE GUTTER TO REMAIN SAWCUT TO PROVIDE NEAT EDGE PROPOSED HEAVY DUTY SHOULDER, SEE DETAIL 'A', THIS SHEET 10.0'50.0'3.0'6.4'(VARIES)NYSDOT STANDARD GENERAL PLAN NOTES 1.THE ROADWAY SHALL BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. 2.ROADSIDE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. 3.MATERIALS, EQUIPMENT AND VEHICLES SHALL NOT BE STORED OR PARKED WITHIN THE NEW YORK STATE RIGHT-OF-WAY. 4.WORK ZONE TRAFFIC CONTROL SHALL COMPLY WITH THE 2009 EDITION OF THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE NEW YORK STATE SUPPLEMENT, AND SHALL BE IN ACCORDANCE WITH THE NYSDOT CONTRACT OR HIGHWAY WORK PERMIT DOCUMENTS AND AS DEEMED NECESSARY BY THE NYS ENGINEER IN CHARGE. 5.NOTIFY NEW YORK STATE DEPARTMENT OF TRANSPORTATION RESIDENT ENGINEER AT THE APPLICABLE RESIDENCY, THREE WORKING DAYS PRIOR TO WORKING IN THE STATE RIGHT-OF-WAY. ONONDAGA EAST ONONDAGA WEST CORTLAND/TOMPKINS OSWEGO CAYUGA/SENECA (315) 458-1910 (315) 672-8151 (315) 756-7072 (315) 963-3730 (315) 539-3112 6.NOTIFY DIG SAFELY NEW YORK THREE WORKING DAYS PRIOR TO DIGGING, DRILLING OR BLASTING AT 1-800-962-7962, FOR A UTILITY STAKE-OUT. 7.ALL WORK CONTEMPLATED AND MATERIALS USED WITHIN THE NYS RIGHT-OF-WAY SHALL BE COVERED BY AND IN CONFORMITY WITH THE NYS DEPARTMENT OF TRANSPORTATION MAY 1, 2008 SPECIFICATIONS BOOK AND ANY SUBSEQUENT ADDENDA ALONG WITH ANY APPROPRIATE CURRENT NYS DEPARTMENT OF TRANSPORTATION STANDARD SHEETS, EXCEPT AS MODIFIED IN THESE PLANS AND IN THE ITEMIZED PROPOSAL. METRIC UNITS MAY BE CONVERTED TO ENGLISH. 8.QUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 402 OF THE STANDARD SPECIFICATIONS. ASPHALT COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED DEPTHS. 9.NO NIGHT WORK WILL BE ALLOWED UNLESS PRIOR APPROVAL IS GIVEN BY THE DEPARTMENT. ADDITIONAL MAINTENANCE AND PROTECTION OF TRAFFIC WILL BE REQUIRED INCLUDING THE ADDITION OF REFLECTIVE MATERIALS AND LIGHTING. 10.HAZARDOUS WASTE NOTIFICATION - THE PERMITTEE ACCEPTS THE RIGHT-OF-WAY OF THE STATE HIGHWAY IN ITS' AS IS CONDITION. THE DEPARTMENT OF TRANSPORTATION MAKES NO REPRESENTATION AS TO THE ABSENCE OF UNDERGROUND TANKS, STRUCTURES, FEATURES OR SIMILAR IMPEDIMENTS TO THE COMPLETION OF THE WORK PERMITTED HEREUNDER. SHOULD PERMITTEE FIND SOME PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION SHALL HAVE NO OBLIGATION TO CURE, REMOVE, REMEDY OR OTHERWISE DEAL WITH SUCH PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS. THE DEPARTMENT WILL PERMIT THE PERMITTEE TO REMOVE, MODIFY OR OTHERWISE DEAL WITH SUCH UNDERGROUND TANKS, STRUCTURE FEATURE OR IMPEDIMENT IF SUCH IS DONE IN A MANNER WHICH MEETS ACCEPTABLE ENGINEERING PRACTICE AND IS PRE-APPROVED BY THE DEPARTMENT OF TRANSPORTATION. SHOULD PERMITTEE DETERMINE THAT SUCH UNFORESEEN UNDERGROUND IMPEDIMENT RENDERS PERMITTEE=S WORK AS AUTHORIZED BY THIS PERMIT UNFEASIBLE, PERMITTEE SHALL HAVE THE OPTION OF RESTORING THE HIGHWAY TO ITS ORIGINAL CONDITION AND NOT PERFORMING SUCH WORK. 11.OPEN CUTTING OF THE ROADWAY SHALL NOT BE ALLOWED UNLESS PERMISSION IS GRANTED IN WRITING, BY THE REGIONAL TRAFFIC ENGINEER. NOT TO SCALE NYSDOT ASPHALT CONCRETE PAVEMENT SECTIONB PAVEMENT SECTION NOTES: 1.ASPHALT THICKNESS IN THE SHOULDER SHALL NOT EXCEED THE TRAVEL LANE ASPHALT THICKNESS. 2.TACK COAT ITEM NO. 407.0102 SHOULD BE APPLIED BETWEEN ALL LIFTS AS WELL AS BETWEEN THE BASE LAYERS. TACK COAT ITEM NO. 407.0102 SHALL BE PLACED AT THE VERTICAL JOINT ON THE SURFACE COURSE. TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS/SY. SPECIAL NOTE PG BINDER AND MIX DESIGN LEVEL REQUIREMENTS OF THIS NOTE APPLY TO ALL SECTION 404 ASPHALT PAVEMENT ITEMS IN THIS SUBMITTAL. PG BINDER USE A PG 64S-22 (STANDARD) MEETING THE REQUIREMENTS OF AASHTO M 332, STANDARD SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS CREEP RECOVERY (MSCR), FOR THE PRODUCTION OF ASPHALT MIXTURES FOR THIS PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. WHEN TERMINAL BLEND CRM PG BINDER IS USED, THE FOLLOWING SHALL APPLY: •CRUMB RUBBER PARTICLES SHALL BE FINER THAN #30 SIEVE SIZE. •THE CRM PG BINDER SHALL BE STORAGE-STABLE AND HOMOGENEOUS. •THE DYNAMIC SHEAR RHEOMETER (DSR) SHALL BE SET AT 2-MM GAP. •THE CRM PG BINDER SHALL BE 99% FREE OF PARTICLES RETAINED ON THE 600 ΜM SIEVE AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. USE OF POLYPHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS PROHIBITED FOR MIXTURES UNDER THIS CONTRACT. THIS PROHIBITION ALSO APPLIES TO THE USE OF PPA AS A CROSS-LINKING AGENT FOR POLYMER MODIFICATION. MIX DESIGN THE MIXTURE DESIGNS MUST BE DEVELOPED IN ACCORDANCE WITH THE CRITERIA SPECIFIED IN THE ASPHALT PAVEMENT ITEMS THAT ARE APPROPRIATE FOR THE MIXTURE DESIGN LEVEL OF 50 GYRATIONS. NOTE: THE PG BINDER FOR THIS PROJECT MAY BE MODIFIED WITH CRM ADDITIVES TO MEET THE REQUIREMENTS STATED ABOVE. HANDLING OF THE ASPHALT MIXTURE SHALL BE DISCUSSED AT PRE-CONSTRUCTION AND PRE-PAVING MEETINGS. 1.5" TOP COURSE: NYSDOT ITEM 404.098301 - 9.5 F3 ASPHALT COURSE, 80 SERIES COMPACTION 2.5" BINDER COURSE: NYSDOT ITEM 404.198901 - 19 F9 ASPHALT COURSE, 80 SERIES COMPACTION 8" MIN. COMPACTED SUBBASE COURSE NYSDOT ITEM 304.15 SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITYFILTER FABRIC MIRAFI 500X OR APPROVED EQUAL NYSDOT ITEM 207.2112"EDGE OF SHOULDER6" NYSDOT ITEM NO. 404.258901 F9 BASE COURSE, 80 SERIES COMPACTION PLACED IN TWO LIFTS 2.0" NYSDOT ITEM NO. 404.198901 - 19 F9 BINDER COURSE, 80 SERIES COMPACTION 1.5" NYSDOT ITEM NO. 404.098301 - 9.5 F3 TOP COURSE, 80 SERIES COMPACTION 12" MIN. NYSDOT ITEM NO. 304.15 TYPE 4 SUBBASE RESTORE WHITE EDGE LINE WITH 4" WHITE EPOXY 685.11 ITEM 407.0102 TACK COAT BETWEEN COURSES ITEM 407.0102 TACK COAT VERTICAL EDGES MIRAFI 600X OR EQUAL NYSDOT 207.21 NOT TO SCALE NYSDOT HEAVY DUTY SHOULDER DETAILA PAVEMENT SECTION NOTES: 1.ASPHALT THICKNESS IN THE SHOULDER SHALL NOT EXCEED THE TRAVEL LANE ASPHALT THICKNESS. 2.TACK COAT ITEM NO. 407.0102 SHOULD BE APPLIED BETWEEN ALL HMA LIFTS AS WELL AS BETWEEN THE BASE LAYERS. TACK COAT ITEM NO. 418.7603 SHALL BE PLACED AT THE VERTICAL JOINT ON THE SURFACE COURSE. TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS/SY. 3.PROVIDE ASPHALT JOINT SEALANT (ITEM NO. 418.7603) BETWEEN THE EXISTING AND PROPOSED ASPHALT. 430 440 450 430 440 450 0+00 1+00 2+00 3+00 3+15 A C-501 A C-501 NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. RESERVED PARKING 3'-0"3'-0"2'-0" MIN.3'-0"1'-6"6"1'-6" MUTCD #P4-6C BLUE & GREEN ON WHITE (SINGLE & BACK-TO-BACK ARRANGEMENTS) 2" DIA. ROUND OR SQUARE GALVANIZED STEEL POST 6" SCHEDULE 40 STEEL PIPE FILL W/ CONCRETE ROUND TOP PAINTED YELLOW ONE WRAP OF #30 ROOFING FELT PAVEMENT SURFACE GRANULAR SUBBASE SUBGRADE 3000 PSI CONCRETE NOT TO SCALE RESERVED PARKING SIGN IN PARKING LOT/DRIVED NOT TO SCALE ASPHALT CONCRETE PAVEMENT DETAILA12"1-1/2" HOT MIX ASPHALT; TOP COURSE NYSDOT ITEM 403.178202M-TYPE 6F2 3" HOT MIX ASPHALT; BINDER COURSE NYSDOT ITEM 403.138902M-TYPE 3 COMPACTED SUBBASE COURSE NYSDOT ITEM 304.12 - TYPE 2 (2 LIFTS) SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITYFILTER FABRIC MIRAFI 500X OR APPROVED EQUAL 18' (TYP.) 24' (VARIES) SEE SITE PLAN18' (TYP.) 60'9'(TYP.)9'-0"9'-0"9'-0"3'-0" O.C. (TYP.) 4" WIDE YELLOW REFLECTORIZED PAVEMENT STRIPES NYSDOT ITEM 685.12 4" WIDE YELLOW REFLECTORIZED PAVEMENT STRIPES NYSDOT ITEM 685.12 REFLECTORIZED PAVEMENT SYMBOL - BLUE NYSDOT ITEM 685.14 12" WIDE SOLID YELLOW REFLECTORIZED PAVEMENT STRIPES (TYP.) NYSDOT ITEM 685.12 NOTE: 1.PAVEMENT MARKINGS SHALL BE EPOXY REFLECTORIZED AS SPECIFIED IN THE NYSDOT STANDARD SPECIFICATIONS SECTION 685, AND IN CONFORMANCE WITH THE MUTCD. HANDICAP PARKING SPACE STRIPING TYPICAL PARKING SPACE STRIPING HANDICAP PARKING SIGN (TYP.) NO PARKING SIGN NOT TO SCALE STRIPING DETAILSC NOT TO SCALE TYPICAL SIDEWALK DETAILB CONCRETE SIDEWALK WIDTH VARIES SEE SITE PLANS 6"6"FINISHED GRADE COMPACTED SUBGRADE COMPACTED SUBBASE WELDED WIRE FABRIC 4"x4" MESHNOTES: 1.CONCRETE SHALL BE 4000 P.S.I. (MIN.) AIR ENTRAINED CONCRETE. 2.FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED EVERY 25', AND MARKED JOINTS SHALL BE AT 5' SPACING AND FORMED BY A GROOVING TOOL. 3.ALL EXPANSION JOINTS SHALL BE FILLED WITH BITUMINOUS FILLER MATERIAL. 4.CONCRETE SURFACE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. 5.MATERIALS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 608. SLOPE 1/4" PER FT. AWAY FROM BUILDING SEWER MAIN WATER MAIN 5' MIN.5' MIN. WATER 5' MIN.5' MIN.6"EXISTING GRADE HORIZONTAL VERTICAL WATER SEWER 10' MIN.SECTION 6"6" C-502 A C-502 A NOTE: 1.IF DISTANCE FROM WATER MAIN TO SEWER JOINT IS LESS THAN 5' MIN., THEN ALL SEWER JOINTS WITHIN 10' SHALL BE ENCASED IN CONCRETE. (CONCRETE SHALL BE INSTALLED TO NEXT BELL OR COLLAR BEYOND THE 5' MIN.) NOTE: 1.A MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE MAINTAINED BETWEEN WATER MAINS AND ALL STORM AND SANITARY SEWERS. ANY DEVIATION OF THE MINIMUM 10' HORIZONTAL SEPARATION SHALL BE APPROVED BY THE REVIEWING AGENCY PRIOR TO CONSTRUCTION. PIPE JOINTS SHALL BE ENCASED IN CONCRETE AT THIS LOCATION. LENGTH OF ENCASEMENT SHALL BE 2' AT EACH JOINT.6"PER MANFACTURER D FINISHED GRADE TRENCH EXCAVATION SIDE SLOPE PER OSHA REQUIREMENTS COMPACTED TO 95% PIPE EMBEDMENT 12" TYP. 4" TOPSOIL & SEED DEPTH VARIES(WATER - MIN. 5'-0")12"6"12" LAWN AREA PAVED AREA PAVEMENT SECTION SEE DETAIL NOTE: 1.CONTRACTOR SHALL RESTORE UNIMPROVED SURFACES WITH TOPSOIL AND SEED. 2'-6"1'-6"(MIN.)AS REQUIRED2'-0"(MAX.)NOTE: 1.DO NOT BLOCK HYDRANT DRAIN PORT WITH CONCRETE. 2.HYDRANT SHALL BE KENNEDY K81. 3.HYDRANT SHALL HAVE 4' HIGH REFLECTIVE FIBERGLASS MARKER BOLTED TO HYDRANT FLANGE. 4.IF HIGH GROUNDWATER EXISTS, CONTRACTOR SHALL PLUG WEEP HOLES AND NOTE ON HYDRANT. HYDRANT UNDISTURBED EARTH 3000 PSI CONCRETE 0.5 CUBIC YARD GRANULAR STONE 3000 PSI CONCRETE GATE VALVE ADJUSTABLE VALVE BOX 4" OF 3000 PSI CONCRETE FINISHED GRADE UNDISTURBED EARTH HARNESSED JOINTS (TYP.) 1'-6" (SQUARE) FINAL GRADE 5'-0" MIN. COVER3'-0" MIN.2'-0"VALVE BOX COVER SHALL BE LABELED "WATER" TWO OR THREE PIECE CAST IRON VALVE BOX 4" GATE VALVE MECHANICAL JOINT RESTRAINED ADAPTER (TYP.) WATER MAIN VIEW ROTATED FOR CLARITY #4 STEEL REBAR ANCHOR ROD (TYP.) BEND AS REQ'D 3000 PSI CONCRETE ANCHOR BLOCK 3'-0" WIDE SELECT GRANULAR MATERIAL6"AA CBB3000 PSI CONCRETE 3000 PSI CONCRETE UNDISTURBED EARTH PIPE SIZE DIMENSION 8"1'-8"1'-8"1'-8" A B C ELEVATIONPLAN PROPOSED 8" WATER MAIN 5" STORZ QUICK CONNECT NOT TO SCALE TAP SLEEVE & VALVE (TS&V) DETAILH NOT TO SCALE TYPICAL THRUST BLOCK FOR TEE, TAP SLEEVE AND VALVE (TS&V)G NOT TO SCALE TYPICAL SEWER & WATER SEPARATION DETAILF NOT TO SCALE TYPICAL UTILITY TRENCH DETAILK NOT TO SCALE VALVE BOX DETAILI NOT TO SCALE TYPICAL HYDRANT INSTALLATION DETAILJ 6"6"18"4"4"9"4"6" OR 12"6" OR 9"TOP OF CURB GRADE LINE BOTTOM OF CURB 4,000 P.S.I. AIR-ENTRAINED PORTLAND CEMENT CONCRETE 1 1\2' R ASPHALT FILLER (50-60) NYSDOT ITEM 702 SEE PAVEMENT SECTION THIS SHEET COMPACTED SUBGRADE NYSDOT ITEM 304.15M - OPTIONAL TYPE VERTICAL FACE NOTES: 1.CURB SHALL BE CAST IN PLACE; NYSDOT ITEM 609.04 - TYPE B150. 2.EXPANSION JOINTS SHALL BE OF 1/2" PREMOLDED BITUMINOUS JOINT FILLER PLACED AT 12 FOOT INTERVALS, TO FULL DEPTH OF CURB. UPON REMOVAL OF FORMS AND/OR FINAL FINISHING, ALL CONCRETE TO BE SPRAYED WITH WHITE - PIGMENTIC MEMBRANE CURING COMPOUND. TA P E R E D A T : 4 1 SITE CURB TERMINAL TYPICAL SECTION 1 3 NOT TO SCALE SITE CURBING DETAILSE NOTES: 1.GALVANIZED END SECTION SHALL BE ORDERED ONE SIZE LARGER THAN NOMINAL DIAMETER OF PIPE WHEN ATTACHING TO SICPP. 2.END SECTIONS TO BE INSTALLED ON ALL PROPOSED STORM SEWER INLETS AND OUTLETS. PROPOSED GRADE 3/8" ANCHOR BOLTS THRU TOE PLATE (TYP) SIZE VARIES NOT TO SCALE FLARED END SECTIONA12"12" 3000 PSI CONCRETE 3000 PSI CONCRETE 2"VARIES 8" (MAX.) 2" 4" ℄ CROSS SECTION ELEVATION NOT TO SCALE PEA GRAVEL STRIP DETAILC 1'-6"12"1'6" MIN.PEA GRAVEL MIRAFI 600X OR APPROVED EQUALCOMPACTED SUBGRADE COMPACTED SUBBASE MIRAFI 600X OR APPROVED EQUAL 6" TOPSOIL, SEED AND MULCH PROPOSED GRADE SEE GRADING AND DRAINAGE PLANS PAVEMENT SECTION 1' VARIES (L1) L1 A C-503 C-503 A GALVANIZED END SECTION STORM OUTLET EXTEND RIP-RAP TO TOP OF PIPE 6" SELECT GRANULAR MATERIAL RIP-RAP LIGHT, MEDIUM OR HEAVY STONE FILLING FILTER FABRIC MIRAFI 160N OR APPROVED EQUAL NOT TO SCALE RIP-RAP APRON DETAILBW2W16"18"PIPE SIZE DIMENSION 12"4'8'8' W1 W2 L1 3 1 1 3 SECTION PLAN VIEW DRY SWALE TABLE BOTTOM TOP OUTLET WQV DEPTH DS-1 DS-2 441.0439.0 1.5 442.0440.0 1.5 NOT TO SCALE DRY SWALE DETAILE WIDTH 6' 8' 440.5 441.5 COMPACTED SUBGRADE 1 FILTER FABRIC MIRAFI 160N OR EQUAL UNDERDRAIN 4"Ø PERFORATED CORRUGATED POLYETHYLENE TUBING RUN TO DAYLIGHT 8" NYSDOT ITEM 203.07 MATERIAL DESIGNATION 703-0202, MEETING NO. 2 SCREEN-SIZE DESIGNATION 18" MIN. PERMEABLE SOIL MEETING NYSDOT ITEM 208.0103 22 BIORETENTION AND DRY SWALE SOIL2"5' CL 4" TOPSOIL, SEED & MULCH NOTE: 1.CLEANOUTS SHALL BE INSTALLED EVERY AT THE START OF EACH RUN PER DETAIL ON THIS SHEET. T.O.B. SPILL WAY ELEV. BOTTOM ELEV. 4 LENGTH 88' 55' NOT TO SCALE INFILTRATION BASIN SECTIOND 100-YEAR WSE WATER QUALITY VOLUME BASIN BOTTOM SEEDED WITH WQ SEED MIX FOREBAY BERM EMERGENCY SPILLWAY OUTLET PIPE 1 4 MIN. SEDIMENT FOREBAY AS REQUIRED TOP OF BERM INLET PIPE (TYP.) DAYLIGHT UNDERDRAIN 4" PERF. HDPE UNDERDRAIN IN STONE DRAINAGE LAYER AT UNDERDRAIN LOCATIONS 6" TOPSOIL WITH 6" DRAINAGE STONE ABOVE AND BELOW 4" UNDERDRAIN1.2'INFILTRATION BASIN TABLE BOTTOM TOP OUTLET WQV DEPTH INF-1 INF-2 437.0435.0 1.5 433.5432.0 1.0 436.5 433.0 10-YEAR ELEV. 100-YEAR ELEV. 10-YEAR ELEV. 100-YEAR ELEV. 436.27 432.11 436.66 432.56 440.63 440.82 440.86 441.46 4" PERFORATED UNDERDRAIN 6" 6" (TYP) 3'-0" SLOPE 3000 PSI CONCRETE GRADE SLAB VALVE BOX COVER COUNTER SUNK PLUG PVC SCH 40 ELBOW PVC SCH 40 ELBOW PVC ADAPTER 6" LAYER OF NYSDOT ITEM NO. 203.07 SELECT FILL COMPACTED TO 95% DENSITY PROPOSED GRADE #4@6" EACH WAY TOP & BOTTOM 4" SCH 40 PVC CLEANOUT STACK NOT TO SCALE DRY SWALE CLEANOUTJ SET TRENCH 12" MAX. BELOW EXISTING GRADE ” ” “” “” Project Catalog #Type Prepared by Notes Date PS514102EN page 1 January 30, 2023 4:47 PM Quick Facts • Available in 14W - 123W (1,800 - 17,000 lumens) models • Full cutoff and refractive lens models available • Energy and maintenance savings up to 95% compared to HID • Energy efficient illumination results in up to 144 LPW • Replaces 70W up to 450W HID equivalents Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Product Specifications page 4 • Energy and Performance Data page 4 • Control Options page 6 Dimensional Details Wall Mount Luminaire Lumark Axcent Full Cutoff Refractive Lens Deep Back Housing AA BBCDC Dimensional Data Full Cutoff Refractive Lens Deep Back Housing AXCS Small AXCL Large A 8" [202mm]11-1/2" [292mm] B 7-1/2" [190mm]10-3/4" [273mm] C 3-5/8" [94mm]4-7/8" [124mm] D 6-1/8" [155mm]7-1/8" [181mm] LumenSafe Technology Light ARchitectTM Connected Systems • WaveLinx Lite • Enlighted Product Certifications Product Features CLASS A CAN ICES-005 AVAILA B L ECO MP L IA NT OPTIO NSBAABUY AMERICAN ACT DUSK-TO-DAWN Lumark PS514102EN page 2 January 30, 2023 4:47 PM AXCS / AXCL Axcent Model Series 1 Full Cutoff Refractive Lens AXCS1A=14W AXCL10A =102W AXCS1ARL=14W AXCL10ARL =102W AXCS2A=21W AXCL12A=123W AXCS2ARL=21W AXCL12ARL=123W AXCS3A=27W AXCL6A-347V=56W AXCS3ARL=27W AXCL6ARL-347V=56W AXCS4A=44W AXCL8A-347V=72W AXCS4ARL=44W AXCL8ARL-347V=72W AXCS5A=52W AXCL10A-347V=102W AXCS5ARL=52W AXCL10ARL-347V=102W AXCL6A=56W AXCL12A-347V=123W AXCL6ARL=56W AXCL12ARL-347V =123W AXCL8A=72W AXCL8ARL=72W Note: All stock configurations are 4000K color temperatures, standard Carbon Bronze finish, and wall mount configuration. Stock Ordering Information Ordering Information SAMPLE NUMBER: AXCS1A-AP-347V Domestic Preferences 28 Model Series 1 LED Color Temperature Color Options (Add as Suffix) [Blank]=StandardBAA=Buy American ActTAA=Trade Agreements Act Full CutoffAXCS1A=14WAXCS2A=21WAXCS3A=27WAXCS4A=44WAXCS5A=52WAXCL6A=56WAXCL8A=72WAXCL10A=102WAXCL12A=123W Refractive LensAXCS1ARL=14WAXCS2ARL=21WAXCS3ARL=27WAXCS4ARL=44WAXCS5ARL=52WAXCL6ARL=56WAXCL8ARL=72WAXCL10ARL=102WAXCL12ARL=123W [Blank]=4000K, NeutralC=5000K, CoolW=3000K, Warm [Blank]=Carbon Bronze (Standard)WT=Summit WhiteBK=BlackAP=GreyGM=Graphite MetallicDP=Dark Platinum 347V=347V 2 480V=480V 2 PC1=Photocontrol 120V 3, 4, 5 PC2=Photocontrol 208-277V, 347V, 480V 4, 5, 6 PC=Photocontrol 120-277V, 347V, 480V 4, 7, 8 KKIT=Knuckle Floodlight Mount 7 TRNKIT=Trunnion Floodlight MountSFKIT=Slipfitter Floodlight MountPMAKIT=Pole Mount ArmZW=WaveLinx-enabled 4-PIN Twistlock Receptacle 4, 9 ZW-SWPD4XX=WaveLinx Wireless Sensor, 7’ – 15’ Mounting Height 4, 9, 10, 11 ZW-SWPD5XX=WaveLinx Wireless Sensor, 15’ – 40’ Mounting Height 4, 9, 10, 11 LWR-LW=Enlighted Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 4, 9, 12 LWR-LN=Enlighted Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height 4, 9, 12 MSP/DIM-L12=Integrated Sensor for Dimming Operation, 8' - 12' Mounting Height 4, 9, 13 MSP/DIM-L30=Integrated Sensor for Dimming Operation, 12' - 30' Mounting Height 4, 9, 13 MSP-L12=Integrated Sensor for ON/OFF Operation, 8' - 12' Mounting Height 4, 9, 13 MSP-L30=Integrated Sensor for ON/OFF Operation, 12' - 30' Mounting Height 4, 9, 13 CBP=Cold Weather Battery Pack 3, 14, 15, 16, 17, 18 CBP-CEC=Cold Weather Battery Pack, CEC compliant 3, 14, 15, 16, 17, 18 10K=10kV/10kA Surge ProtectionHA=50°C High Ambient 15, 19 GRF=Glare Reducing Lens 20 AHD145=After Hours Dim, 5 Hours 5, 21 AHD245=After Hours Dim, 6 Hours 5, 21 AHD255=After Hours Dim, 7 Hours 5, 21 AHD355=After Hours Dim, 8 Hours 5, 21 Accessories (Order Separately) 22,29 VS/AXCS-XX=Vandal Shield Axcent Small 7, 23 VS/AXCS-MS=Vandal Shield Axcent Small (With Motion Sensor) 7, 23 WG/AXCS=Wire Guard Axcent Small 7 WG/AXCS-MS=Wire Guard Axcent Small (With Motion Sensor) 7 VS/AXCL-XX=Vandal Shield Axcent Large 5, 23 VS/AXCL-MS=Vandal Shield Axcent (With Motion Sensor) 5, 23 WG/AXCL=Wire Guard Axcent Large 5 WG/AXCL-MS=Wire Guard Axcent (With Motion Sensor) 5 BB/AXC=Axcent Lumen Select Back Box, Carbon Bronze 24 BB/AXC-PC=Axcent Lumen Select Back Box with PC, Carbon Bronze 24, 25 BB/AXC-WT=Axcent Lumen Select Back Box, Summit White 24 BB/AXC-WT-PC=Axcent Lumen Select Back Box with PC, Summit White 24, 25 KKIT/AXCS-XX=Knuckle and Visor Floodlight Kit (For Axcent Small) 7 SFKIT/AXCS-XX=Slipfitter Floodlight Kit (For Axcent Small) 7 TRNKIT/AXCS-XX=Trunnion and Visor Floodlight Kit (For Axcent Small) 7 TRNKIT-XX=Trunnion Floodlight Kit (For Axcent Large) 5 SFKIT-XX=Slipfitter Floodlight Kit (For Axcent Large) 5 PMAKIT-XX=Pole Mount KitISHH-01=Integrated Sensor Programming Remote 26 MA1010-XX=Single Tenon Adapter for 3-1/2” O.D. TenonMA1011-XX=2@180° Tenon Adapter for 3-1/2” O.D. TenonMA1017-XX=Single Tenon Adapter for 2-3/8” O.D. TenonMA1018-XX=2@180° Tenon Adapter for 2-3/8” O.D. TenonSWPD4-XX=WaveLinx Wireless Sensor, 7’ − 15’ Mounting Height 10, 11, 27 SWPD5-XX=WaveLinx Wireless Sensor, 15’ − 40’ Mounting Height 10, 11, 27 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Transformer used only when ordered with motion sensor or AXCS1 through AXCS5 or AXCL6 fixture wattages. 3. Not available in 347 or 480 VAC. 4. Button photocontrol and any motion sensor (MSP, ZW, or LWR) not offered together. 5. Only available on AXCL6-AXCL12 models. 6. Used with 277, 347, and 480 VAC options. 7. Only available on AXCS1-AXCS5 models. 8. This configuration may contain materials that are not RoHS compliant. Contact your lighting representative for more information. 9. Uses deep back housing. 10. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). For the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 11. Replace XX with sensor color (WH, BZ, or BK). 12. Enlighted wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for application information. 13. The ISHH-01 accessory is required to adjust parameters. 14. Ambient operating temperature -20°C to 25°C for AXCL6 through AXCL10. Ambient operating temperature -20°C to 30°C on AXCS4 models. Ambient operating temperature -20°C to 40°C on AXCS1 through AXCS3 models. 15. Not available with AXCS5 or AXCL12 models. 16. Uses deep back housing for AXCS1, AXCLS2, AXCS3, and AXCS4 models. 17. Not to be mounted in upwards / inverted orientation. Downlight wall mount only for AXCS1 through AXCS4. 18. CBP cannot be used with PC and motion sensor (MSP, ZW, or LWR). CBP can be used with PC or motion sensor (MSP, ZW, or LWR). 19. Can not be ordered with CBP or PC options. 20. Use dedicated IES files on product website for lumen values and distributions. 21. Requires the use of PC1 or PC2 button photocontrol. See After Hours Dim supplemental guide for additional information. 22. Replace XX with color designation. 23. For use with full cutoff lens configurations only. 24. Lumen Select functionality not available in conjunction with any motion sensor option (MSP, ZW, or LWR). Photocontrol back box not available with any photocontrol or motion sensor options (PC, MSP, ZW, or LWR). 25. Photocell only operates at 120-277V input voltages. Not for use with 347 or 480V systems. 26. This tool enables adjustment to parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult you lighting representative for more information. 27. Requires 4-PIN twistlock receptacle (ZW) option. 28. Only product configurations with these designated prefixes are built to be compliant with the Buy American Act of 1933 (BAA) or Trade Agreements Act of 1979 (TAA), respectively. Please refer to DOMESTIC PREFERENCES website for more information. Components shipped separately may be seperately analyzed under domestic preference requirements. 29. Accessories sold separately will be separately analyzed under domestic preference requirements. Consult factory for further information. Lumark PS514102EN page 3 January 30, 2023 4:47 PM AXCS / AXCL Axcent Slipfitter Mount (Small) Tenon OD: 2-3/8" | EPA: 0.60 Knuckle Mount (Small) Trunnion Mount Detail Mounting Details 12-1/8"[307mm] 6-7/8"[174mm] 2-7/8"[72mm] 8-1/4" [212mm] Slipfitter Mount (Small)Tenon OD: 2-3/8" | EPA: 0.60 Knuckle Mount (Small) 9-1/8"[232mm] 2-7/8" [72mm] 3-7/8"[99mm] 7-1/4" [183mm]5" [127mm] 2-5/16" [57mm] 2-11/16"[69mm] 4-3/8" [35mm] 1/2"[13mm] (2) 13/32" [9mm] x13/16" [21mm] Tr unnion Mount Detail Tr unnion Mount (Small) 9-1/8"[231mm] 2-1/8"[54mm] 4-5/8"[117mm] 7-1/4" [186mm] Slipfitter Mount (Large)Tenon OD: 2-3/8" to 2-7/8" | EPA: 1.10 9-3/4"[249mm] 2-3/4" [70mm] 13-7/16"[341mm] 6-1/16"[154mm] Pole Mount Arm (Shown with Large fixture)EPA: 1.1 8-7/16"[215mm] Remove (2) tabsfor round pole mount Pole Mount Arm Drill Pattern 3-3/4" [96mm] 6-15/16" [177mm]4"[102mm] 4-7/8"[124mm] 1-1/4" [32mm] Ø9/16"[15mm] Back Box 4-3/4" [120mm] 1/2" [13mm]6-1/4" [159mm] Wall Mount Plate Detail (Large) LumaWatt Pro Sensor Occupancy Sensor Vandal ShieldButton Photocontrol Wire Guard Tr unnion Mount (Large) 8-7/16" [215mm] 4-5/8" [118mm] 2-1/8"[54mm] 12"[305mm] 4-3/4"[120mm] 7/16"[11mm]4-3/4" [120mm] Wall Mount Plate Detail (Small) 4-11/32"[110mm]2-3/32"[53mm] 3" [76mm] Ø0.27"[7mm] 5-3/32"[129mm] 5-21/32"[143mm] Trunnion Mount (Small) Trunnion Mount (Large) Wall Mount Plate Detail (Large) Wall Mount Plate Detail (Small) Pole Mount Arm Drill PatternSlipfitter Mount (Large) Tenon OD: 2-3/8" to 2-7/8” | EPA: 1.10 Pole Mount Arm (Large) EPA: 1.10 Lumen Select Back Box Occupancy Sensor Button Photocontrol Vandal Shield Wire GuardEnlighted Sensor Lumark PS514102EN page 4 January 30, 2023 4:47 PM AXCS / AXCL Axcent Product Specifications Energy and Performance Data Construction • Die-cast aluminum housing • External back fin design extracts heat from the surface to thermally optimize design for longer luminaire life Optics • Dark Sky Approved (Fixed mount, Full cutoff, and 3000K CCT only) • Silicone-sealed optical LED chamber • Acrylic refractive or full cutoff lens options for Type IV distributions Electrical • Standard universal voltage (120-277V, 50/60Hz) • Driver incorporates 6kV surge protection • -40°C minimum operating temperature • 40°C maximum operating temperature • <20% total harmonic distortion • 0-10V dimming driver is standard with leads external to the fixture Mounting • Steel wedge mounting plate fits directly to 4” standard j-box or directly to wall with the “Hook-N-Lock” mechanism • Stainless steel set screws • Lumen Select Back Box accessory offers four 1/2” NPT conduit entry wire ways. Resistor Pack combinations allow field-dimming of 75% or 50% when connected to luminaire dimming leads • Not suitable for indoor use when installed in inverted/uplight orientation Emergency Egress • Optional integral cold weather battery emergency egress includes emergency operation test switch, an AC-ON indicator light and a premium, maintenance-free battery pack • The separate emergency lighting LEDs are wired to provide redundant emergency lighting. Listed to UL Standard 924, Emergency Lighting Finish • Five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness Shipping Data • Small fixture=5 lbs. [2.36 kgs.] • Small with sensor or CBP=10 lbs. [4.40 kgs.] • Large fixture=12 lbs. [5.45 kgs.] • Large with sensor or CBP=17 lbs. [7.73 kgs.] • Large with sensor & CBP=21 lbs. [9.54 kgs.] Light Engine AXCS1A AXCS2A AXCS3A AXCS4A AXCS5A Power (Watts)14 21 27 44 52 Input Current @ 120V (A)0.12 0.18 0.23 0.37 0.43 Input Current @ 240V (A)0.06 0.09 0.11 0.18 0.22 Input Current @ 277V (A)0.05 0.08 0.10 0.16 0.19 Input Current @ 347V (A)0.04 0.06 0.08 0.13 0.15 Input Current @ 480V (A)0.03 0.04 0.06 0.09 0.11 Configuration Full Cutoff 4000K/5000K Lumens 1,806 2,561 3,537 5,520 6,300 3000K Lumens 1,526 2,164 2,989 4,665 5,324 BUG Rating B1-U0-G0 B1-U0-G0 B1-U0-G0 B2-U0-G1 B2-U0-G1 Refractive Lens 4000K/5000K Lumens 1,915 2,716 3,704 5,858 6,699 3000K Lumens 1,618 2,295 3,130 4,950 5,661 BUG Rating B1-U3-G2 B1-U3-G2 B1-U3-G2 B1-U4-G3 B1-U4-G3 Light Engine AXCL6A AXCL8A AXCL10A AXCL12A Power (Watts)49.4 65.3 89.1 115.3 Input Current @ 120V (A)0.41 0.54 0.74 0.96 Input Current @ 240V (A)0.21 0.27 0.37 0.48 Input Current @ 277V (A)0.18 0.24 0.32 0.42 Input Current @ 347V (A)0.14 0.19 0.26 0.33 Input Current @ 480V (A)0.10 0.14 0.19 0.24 Configuration Full Cutoff 4000K Lumens 7,594 9,716 12,719 16,302 5000K Rating 7,501 9,598 12,564 16,103 3000K Lumens 6,502 8,319 10,890 13,958 BUG Rating B2-U0-G1 B2-U0-G2 B3-U0-G2 B3-U0-G2 Refractive Lens 4000K Lumens 7,809 10,331 13,665 16,637 5000K Rating 7,714 10,205 13,498 16,434 3000K Lumens 6,686 8,845 11,700 14,244 BUG Rating B1-U4-G4 B2-U5-G5 B2-U5-G5 B2-U5-G5 Power and Lumens (Axcent Small) Power and Lumens (Axcent Large) Lumark PS514102EN page 5 January 30, 2023 4:47 PM AXCS / AXCL Axcent Ambient Temperature TM-21 Lumen Maintenance (72,000 Hours) Theoretical L70 (72,000 Hours) Up to 3A 25°C 90%246,000 40°C 90%225,000 50°C 89%195,000 Up to 5A 25°C 89%240,000 40°C 88%223,000 50°C 87%186,000 Configuration ~75% Nominal Output ~50% Nominal Output Catalog Number Material Number Connect per Installation Instructions AXCS1A*13109741 or 13109939 or Other 74%50% AXCS2A*13109698 or 13109938 or Other 74%50% AXCS3A*13109697 or 13109937 or Other 74%50% AXCS4A*13109695 or 13109936 75%40% AXCS4A*13495299 or 13495470 or Other 72%50% AXCS5A*13109652 or 13109935 75%40% AXCS5A*13495471 or 13495472 or Other 72%50% Configuration ~75% Nominal Output ~50% Nominal Output Catalog Number Material Number Connect per Installation Instructions AXCL6A*12963843 or 12964235 75%40% AXCL6A*13495473 or 13495474 or Other 69%47% AXCL8A*12963842 or 12964234 84%48% AXCL8A*13495475 or 13495476 or Other 69%47% AXCL10A*12963840 or 12964233 84%48% AXCL10A*13495477 or 13495478 or Other 69%47% AXCL12A*12902056 or 12902057 85%50% AXCL12A*13495479 or 13495480 or Other 72%49% Lumen Maintenance (Axcent Small) Power and Lumens Multipliers (Lumen Select Back Box + Axcent Small) Power and Lumens Multipliers (Lumen Select Back Box + Axcent Large) Ambient Temperature TM-21 Lumen Maintenance (72,000 Hours) Theoretical L70 (72,000 Hours) Up to 8A 25°C 94%556,000 40°C 94%556,000 50°C 92%340,000 Up to 10A 25°C 94%556,000 40°C 94%478,000 50°C 87%207,000 Up to 12A 25°C 94%151,000 40°C 81%125,000 Lumen Maintenance (Axcent Large) Ambient Temperature Lumen Multiplier 10°C 1.02 15°C 1.01 25°C 1.00 40°C 0.97 Lumen Multiplier Light Engine AXCS1A AXCS2A AXCS3A AXCS4A Power (Watts)18 25 31 48 Input Current @ 120V (A)0.15 0.21 0.26 0.40 Input Current @ 240V (A)0.08 0.11 0.13 0.20 Input Current @ 277V (A)0.07 0.09 0.11 0.18 Configuration Full Cutoff 4000K/5000K Lumens 629 587 647 570 3000K Lumens 531 496 547 482 Refractive Lens 4000K/5000K Lumens 667 623 686 605 3000K Lumens 563 526 580 511 Note: Power and current based on full power consumption while CBP is charging. Lumen outputs are while operating in emergency mode only. Light Engine AXCL6A AXCL8A AXCL10A Power (Watts)60 76 106 Input Current @ 120V (A)0.50 0.63 0.88 Input Current @ 240V (A)0.25 0.32 0.44 Input Current @ 277V (A)0.22 0.27 0.38 Configuration Full Cutoff 4000K/5000K Lumens 1,070 3000K Lumens 945 Refractive Lens 4000K/5000K Lumens 1,098 3000K Lumens 973 Note: Power and current based on full power consumption while CBP is charging. Lumen outputs are while operating in emergency mode only. Power and Lumens (Small + CBP)Power and Lumens (Large + CBP) Energy and Performance Data Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com © 2023 Cooper Lighting Solutions All Rights Reserved. Specifications and dimensions subject to change without notice. AXCS / AXCL Axcent Lumark PS514102EN page 6 January 30, 2023 4:47 PM Control Options 0-10V This fixture is offered standard with 0-10V dimming driver(s) for use with a lighting control panel or other control method. Photocontrol (PC1, PC2 and PC) Optional button-type photocontrol provides a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (MSP/DIM-LXX and MSP-LXX) These sensors are factory installed in the luminaire housing. When the MSP/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MSP/DIM sensor is factory preset to dim down to approximately 50 percent power with a time delay of ten minutes. The MSP-LXX sensor is factory preset to turn the luminaire off after five minutes of no activity. These occupancy sensors includes an integrated photocell that can be activated with the ISHH-01 accessory for “dusk-to-dawn” control or daylight harvesting - the factory preset is ON. The ISHH-01 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lens are available to optimize the coverage pattern for mounting heights from 8’-30’. WaveLinx Wireless Control and Monitoring System The WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected. These occupancy sensors include an integral photocell for “dusk-to- dawn” control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7’-40’. Enlighted Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Enlighted System is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. 0-10VThis fixture is offered standard with 0-10V dimming driver(s) for use with a lighting control panel or other control method. Photocontrol (PC1, PC2, and PC) Optional button-type photocontrol provides a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the Af ter Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (MSP/DIM-LXX and MSP-LXX) These sensors are factory installed in the luminaire housing. When the MSP/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MSP/DIM sensor is factor y preset to dim down to approximately 50 percent power with a time delay of ten minutes. The MSP-LXX sensor is factory preset to turn the luminaire off af ter five minutes of no activity. These occupancy sensors includes an integrated photocell that can be activated with the ISHH-01 accessory for “d usk-to-dawn” control or daylight harvesting - the factory preset is ON. The ISHH-01 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lens are available to optimize the coverage pattern for mounting heights from 8’-30’. Enlighted Wireless Control and Monitoring System (LWR-LW and LW R-LN) The Enlighted System is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. 0 0 20 30 4016248180 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW)For mounting heights from 16' to 40' (LWR-LN) Coverage Side Area (Feet) 0102030401020304081824 WaveLinx Wireless Control and Monitoring The WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15 .4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (Z W). These sensors are factor y preset to dim down to approximately 50 percent power af ter 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. 0 20 30 For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) 07.5 15 22 307.5152230 0 12 10 0 Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 10 15 20 8 20 15 5 5 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) 01020304010203040 40 30 20 0 0-10VThis fixture is offered standard with 0-10V dimming driver(s) for use with a lighting control panel or other control method.Photocontrol (PC1, PC2, and PC) Optional button-type photocontrol provides a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the Af ter Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (MSP/DIM-LXX and MSP-LXX) These sensors are factory installed in the luminaire housing. When the MSP/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MSP/DIM sensor is factor y preset to dim down to approximately 50 percent power with a time delay of ten minutes. The MSP-LXX sensor is factory preset to turn the luminaire off af ter five minutes of no activity. These occupancy sensors includes an integrated photocell that can be activated with the ISHH-01 accessory for “d usk-to-dawn” control or daylight harvesting - the factory preset is ON. The ISHH-01 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lens are available to optimize the coverage pattern for mounting heights from 8’-30’. Enlighted Wireless Control and Monitoring System (LWR-LW and LW R-LN) The Enlighted System is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. 0 0 20 30 4016248180 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW)For mounting heights from 16' to 40' (LWR-LN) Coverage Side Area (Feet) 0102030401020304081824 WaveLinx Wireless Control and Monitoring The WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15 .4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (Z W). These sensors are factor y preset to dim down to approximately 50 percent power af ter 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. 0 20 30 For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) 07.5 15 22 307.5152230 0 12 10 0 Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 10 15 20 8 20 15 5 5 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) 01020304010203040 40 30 20 0 0-10VThis fixture is offered standard with 0-10V dimming driver(s) for use with a lighting control panel or other control method.Photocontrol (PC1, PC2, and PC)Optional button-type photocontrol provides a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the Af ter Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (MSP/DIM-LXX and MSP-LXX) These sensors are factory installed in the luminaire housing. When the MSP/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MSP/DIM sensor is factor y preset to dim down to approximately 50 percent power with a time delay of ten minutes. The MSP-LXX sensor is factory preset to turn the luminaire off af ter five minutes of no activity. These occupancy sensors includes an integrated photocell that can be activated with the ISHH-01 accessory for “d usk-to-dawn” control or daylight harvesting - the factory preset is ON. The ISHH-01 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lens are available to optimize the coverage pattern for mounting heights from 8’-30’. Enlighted Wireless Control and Monitoring System (LWR-LW and LW R-LN) The Enlighted System is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. 0 0 20 30 4016248180 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW)For mounting heights from 16' to 40' (LWR-LN) Coverage Side Area (Feet) 0102030401020304081824 WaveLinx Wireless Control and Monitoring The WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15 .4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors can be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (Z W). These sensors are factor y preset to dim down to approximately 50 percent power af ter 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. 0 20 30 For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) 07.5 15 22 307.5152230 0 12 10 0 Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 10 15 20 8 20 15 5 5 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) 01020304010203040 40 30 20 0 Project Catalog #Type Prepared by Notes Date PS500007EN page 1 August 29, 2023 10:30 AM Quick Facts • Choice of sixteen high-efficiency, patented AccuLED Optics • Quick mount pole or mast-arm mounting configurations • Eight lumen packages from 3,215 up to 17,056 lumens • IP66 rated housing and LED light squares Interactive Menu • Ordering Information page 2 • Product Specifications page 2 • Optical Configurations page 3 • Energy and Performance Data page 4 • Control Options page 6 Dimensional Details Area / Site Luminaire McGraw-Edison GPC Galleon Pedestrian Companion CLASS A 15-3/4" [400mm] 5"[118mm] 19-15/16" [507mm] 12-1/8" [308mm] 3"[76mm] 22-1/2" [572mm] 7"[177mm] Mast Arm Mount Quick Mount Arm Quick Mount Arm (Pole Mounting Details) 4-15/16"[125mm]3-3/4"[96mm] 6-15/16"[177mm] 4"[102mm] 4-7/8"[124mm] 1-1/4" [32mm] 9/16"[15mm]Dia. Hole Light ARchitectTM NOTES: 1. Visit https://www.designlights.org/search/ to confirm qualification. Not all product variations are DLC qualified. 2. IDA Certified for 3000K CCT and warmer only. 1 1 2 EPA Effective Projected Area (Sq. Ft.) Quick Mount Arm 0.73 Mast Arm 0.62 Weight Approximate Net Weight 27 lbs. (12.2 kgs.) Product Certifications Product Features AVAILA B L ECO MPL I A NT OPTIO NSBAABUY AMERICAN ACT GPC Galleon Pedestrian Companion PS500007EN page 2 August 29, 2023 10:30 AM McGraw-Edison Ordering Information SAMPLE NUMBER: GPC-SA2C-740-U-T4FT-GM Product Specifications Construction • Driver enclosure thermally isolated from optics for optimal thermal performance • Die-cast aluminum heat sinks • IP66 rated housing • 1.5G vibration rated Optics • Patented, high-efficiency injection-molded AccuLED Optics technology • 13 optical distributions • Dark Sky Approved (3000K CCT and warmer only) Electrical • LED driver assembly mounted for ease of maintenance • Standard with 0-10V dimming • Optional 10kV or 20kV surge module • Suitable for operation in -40C to 40C ambient environments. Optional 50C high ambient (HA) configuration. Mounting • Gasketed and zinc plated rigid steel mounting attachment • “Hook-N-Lock” mechanism for easy installation Finish • Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness • Heat sink is powder coated black • RAL and custom color matches available • Coastal Construction (CC) option available Typical Applications • Outdoor, Parking Lots, Walkways, Roadways, Building Areas Warranty • Five-year warranty Product Family Light Engine Color Temperature Voltage Distribution Mounting Options FinishConfigurationDrive Current GPC=Galleon Pedestrian Companion BAA-GPC=Galleon Pedestrian Companion, Buy American Act Compliant 34 TAA-GPC=Galleon Pedestrian Companion, Trade Agreements Act Compliant 34 SA1=1 Square SA2=2 Squares 2 A=615mA B=800mA C=1000mA D=1200mA 4 Z=Configured 38 722=70CRI, 2200K 727=70CRI, 2700K 730=70CRI, 3000K 735=70CRI, 3500K 740=70CRI, 4000K 750=70CRI, 5000K 760=70CRI, 6000K 827=80CRI, 2700K 830=80CRI, 3000K AMB=Amber, 590nm 3, 4 U=120-277V 1=120V2=208V3=240V4=277V8=480V 6,7 9=347V 6 DV=277-480V DuraVolt Drivers 7, 8, 36 T2=Type II T2R=Type II Roadway T3=Type III T3R=Type III Roadway T4FT=Type IV Forward Throw T4W=Type IV Wide SL2=Type II w/Spill Control SL3=Type III w/Spill Control SL4=Type IV w/Spill Control SLL=90° Spill Light Eliminator Left SLR=90° Spill Light Eliminator Right RW=Rectangular Wide Type I 5NQ=Type V Square Narrow 5MQ=Type V Square Medium 5WQ=Type V Square Wide AFL=Automotive Frontline QM=Quick Mount Arm for Round or Square Pole 2,13 MA=2-3/8” Mast Arm 2, 14 AP=Grey BZ=Bronze BK=Black DP=Dark PlatinumGM=Graphite MetallicWH=White Options (Add as Suffix) 1 Controls and Systems Options (Add as Suffix)Accessories (Order Separately)35 F=Single Fused (120, 277 or 347V. Must Specify Voltage) FF=Double Fused (208, 240 or 480V. Must Specify Voltage) 10K=10kV Surge Module 20K=20kV UL 1449 Fused Surge Protective Device DIM=External 0-10V Dimming Leads 9, 10 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right HSS=Factory Installed House Side Shield 23 GRSBK=Factory Installed Glare Shield, BK 4, 27 GRSWH=Factory Installed Glare Shield, WH 4, 27 UPL=Uplight Housing 13 HA=50°C High Ambient 12 LCF=Light Square Trim Plate Painted to Match Housing 22 MT=Factory Installed Mesh Top CC=Coastal Construction finish 5 CE=CE Marking and Small Terminal Block 24 AHD145=After Hours Dim, 5 Hours 16 AHD245=After Hours Dim, 6 Hours 16 AHD255=After Hours Dim, 7 Hours 16 AHD355=After Hours Dim, 8 Hours 16 DALI=DALI Driver 11 BPC=Button Type Photocontrol (120, 208, 240 or 277V. Must Specify Voltage) PR=NEMA 3-PIN Twistlock Photocontrol Receptacle PR7=NEMA 7-PIN Twistlock Photocontrol Receptacle 15 FADC=Field Adjustable Dimming Controller 37 SPB1=Dimming Occupancy Sensor with Bluetooth Interface, <8’ Mounting 19,33 SPB2=Dimming Occupancy Sensor with Bluetooth Interface, 8’-20’ Mounting 19,33 SPB4=Dimming Occupancy Sensor with Bluetooth Interface, 21’-40’ Mounting 19,33 MS-LXX=Motion Sensor for On/Off Operation 17, 18, 19 MS/DIM-LXX=Motion Sensor for Dimming Operation 17, 18, 19 ZW=WaveLinx-enabled 4-PIN Twistlock Receptacle 29, 30 ZD=WaveLinx Module with DALI driver and 4-PIN Receptacle 29, 30 SWPD4XX=WaveLinx Sensor Only, 7’-15’ 31, 32 SWPD5XX=WaveLinx Sensor Only, 15’-40’ 31, 32 WOBXX=WaveLinx Sensor with Bluetooth, 7’-15’ 31, 32 WOFXX=WaveLinx Sensor with Bluetooth, 15’-40’ 31, 32 LWR-LW=Enlighted Wireless Sensor, Wide Lens for 8’-16’ Mounting Height 19, 20, 21 LWR-LN=Enlighted Wireless Sensor, Narrow Lens for 16’-40’ Mounting Height 19, 20, 21 OA/RA1013 =Photocontrol Shorting Cap 28 OA/RA1016 =NEMA Photocontrol - Multi-Tap 105-285V 28 OA/RA1201=NEMA Photocontrol - 347V 28 OA/RA1027=NEMA Photocontrol - 480V 28 MA1252=10kV Circuit Module Replacement MA1059XX=Thru-branch Back Box (Must Specify Color) LS/HSS=Field Installed House Side Shield 23, 25 LS/GRSBK-2PK=Glare Shield, Black 8, 25, 27 LS/GRSWH-2PK=Glare Shield, White 8, 25, 27 LS/PFS=Perimeter Shield, Black FSIR-100=Wireless Configuration Tool for Occupancy Sensor 17 WOLC-7P-10A =WaveLinx Outdoor Control Module (7-pin) 26, 29 SWPD4-XX=Wavelinx Wireless Sensor, 7’ – 15’ Mounting Height 29, 30, 31, 32 SWPD5-XX=Wavelinx Wireless Sensor, 15’ – 40’ Mounting Height 29, 30, 31, 32 NOTES: 1. DesignLight Consortium® Qualified. Refer to www.designlights.org, Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional information 3. Narrow-band 590nm +/- 5nm for wildlife and observatory use. Choose drive current A; supplied at 500mA drive current only. Available with 5WQ, 5MQ, SL2, SL3 and SL4 distributions. Can be used with HSS option. 4. Not available with HA option. 5. Coastal construction finish salt spray tested to over 5,000-hours per ASTM B117, with a scribe rating of 9 per ASTM D1654. 6. Require the use of a step down transformer. Not available in combination with sensor options at 1200mA. 7. 480V not to be used with ungrounded or impedance grounded systems. 8. DuraVolt drivers feature added protection from power quality issues such as loss of neutral, transients and voltage fluctua- tions. Visit www.signify.com/duravolt for more information. 9. Cannot be used with other control options. 10. Low voltage control leads extended 18” from fixture. 11. Not available in 1200mA. When used with CBP or HA options, only available with single light square. 12. Not available in 1200mA, UPL or CBP options. Available with single light square. 13. Quick mount arm adapter is factory installed. Pole mounting bracket shipped in box. Suitable for 1.5G. Fits square and round poles up to 6” O.D. 14. Mast arm adapter factory installed (2-3/8” O.D. arm only). Suitable for 3G vibration. 15. Compatible with standard 3-PIN photocontrols, 5-PIN or 7-PIN ANSI controls. 16. Requires the use of BPC photocontrol or the PR7 or PR photocontrol receptacle with photocontrol accessory. See After Hours Dim supplemental guide for additional information. 17. The FSIR-100 configuration tool is required to adjust parameters such as high and low modes, sensitivity, time delay and cutoff. Consult your lighting representative at Cooper Lighting Solutions for more information. 18. Replace LXX with L08 (<8’ mounting), L20 (8’-20’ mounting) or L40W (21’-40’ mounting.) 19. Includes integral photosensor. 20. Enlighted wireless sensors are factory installed requiring network components in appropriate quantities. 21. Bronze sensor is shipped with Bronze fixtures. White sensor shipped on all other housing color options. 22. Not available with HSS or GRS options. 23. Not for use with 5NQ, 5MQ, 5WQ or RW optics. The light square trim plate is painted black when the HSS option is selected. 24. CE is not available with the 1200, DALI, LWR, MS, MS/DIM, BPC, PR or PR7 options. Available in 120-277V only. 25. One required for each light square. 26. Requires PR7. 27. Not for use with T4FT, T4W or SL4 optics. 29. Cannot be used in conjunction with additional photocontrol or other controls systems (BPC, PR, PR7, MS, LWR). 30. WAC Gateway required to enable field-configurability: Order WAC-PoE and WPOE-120 (10V to PoE injector) power supply if needed. 31. Requires ZW or ZD receptacle. 32. Replace XX with sensor color (WH, BZ, or BK). 33. Smart device with mobile application required to change system defaults. See controls section for details. 34. Only product configurations with these designated prefixes are built to be compliant with the Buy American Act of 1933 (BAA) or Trade Agreements Act of 1979 (TAA), respectively. Please refer to DOMESTIC PREFERENCES website for more information. Components shipped separately may be separately analyzed under domestic preference requirements. 35. For BAA or TAA requirements, Accessories sold separately will be separately analyzed under domestic preference requirements Consult factory for further information. 36. Not available in 1 square configuration at 800mA or below. Not available with any control option except SPB. 37. Cannot be used with PR7 or other motion response control options. 38. Customer specific specifications utilizes standard products with small adjustments to meet unique requirements such as packaging, labels, wattage adjustments, etc. GPC Galleon Pedestrian Companion PS500007EN page 3 August 29, 2023 10:30 AM McGraw-Edison Optical Distributions Optic Orientation Symmetric Distributions T3 (Type III) SL2 (Type II with Spill Control) SL3 (Type III with Spill Control) T4FT (Type IV Forward Throw) T4W (Type IV Wide) SL4 (Type IV with Spill Control) Asymmetric Area Distributions Specialized Distributions SLL (90° Spill Light Eliminator Left) SLR (90° Spill Light Eliminator Right) RW (Rectangular Wide Type I) 5NQ (Type V Square Narrow) 5MQ (Type V Square Medium) 5WQ (Type V Square Wide) T2 (Type II) Energy and Performance Data Standard Street Side House Side Street Side House Side Street Side House Side Optics Rotated Left @ 90° [L90]Optics Rotated Right @ 90° [R90] Lumen Multiplier Ambient Temperature Lumen Multiplier 0ºC 1.02 10ºC 1.01 25ºC 1.00 40ºC 0.99 50ºC 0.97 FADC Settings FADC Position Lumen Multiplier 1 25% 2 46% 3 55% 4 62% 5 72% 6 77% 7 82% 8 85% 9 90% 10 100% Lumen Maintenance Drive Current Ambient Temperature TM-21 Lumen Maintenance (60,000 Hours) Projected L70 (Hours) Up to 1A Up to 50°C > 95%> 416,000 1.2A Up to 40°C > 90%> 205,000 10 0 0102030405060708090100 95 90 85 80 75 70 65 60 55 50 45 Hours (Thousands) Calculated per IESNA TM-21 Data Projected Lumen Maintenance (Percent)Up to 1A, up to 50°C 1.2A, up to 40°C GPC Galleon Pedestrian Companion PS500007EN page 4 August 29, 2023 10:30 AM McGraw-Edison Energy and Performance Data View GPC Galleon Pedestrian IES files 4000K/5000K/6000K CCT, 70 CRI Number of Light Squares 1 2 Drive Current 615mA 800mA 1050mA 1.2A 615mA 800mA 1050mA 1.2A Nominal Power (Watts) 34 44 59 67 66 86 113 129 Input Current @ 120V (A) 0.30 0.39 0.51 0.58 0.58 0.77 1.02 1.16 Input Current @ 208V (A) 0.17 0.22 0.29 0.33 0.34 0.44 0.56 0.63 Input Current @ 240V (A) 0.15 0.19 0.26 0.29 0.30 0.38 0.48 0.55 Input Current @ 277V (A) 0.14 0.17 0.23 0.25 0.28 0.36 0.42 0.48 Input Current @ 347V (A) 0.11 0.15 0.17 0.20 0.19 0.24 0.32 0.39 Input Current @ 480V (A) 0.08 0.11 0.14 0.15 0.15 0.18 0.24 0.30 Optics T2 Lumens 4,883 5,989 7,412 8,131 9,543 11,703 14,485 15,891 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 Lumens per Watt 144 136 126 121 145 136 128 123 T3 Lumens 4,978 6,105 7,556 8,288 9,729 11,929 14,764 16,196 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 Lumens per Watt 146 139 128 124 147 139 131 126 T4FT Lumens 5,008 6,140 7,599 8,337 9,783 11,998 14,850 16,290 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G3 B2-U0-G3 B2-U0-G3 B2-U0-G3 B2-U0-G3 Lumens per Watt 147 140 129 124 148 140 131 126 T4W Lumens 4,942 6,060 7,502 8,229 9,658 11,843 14,658 16,080 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 Lumens per Watt 145 138 127 123 146 138 130 125 SL2 Lumens 4,874 5,979 7,399 8,117 9,528 11,684 14,461 15,863 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G3 B2-U0-G3 B3-U0-G3 Lumens per Watt 143 136 125 121 144 136 128 123 SL3 Lumens 4,976 6,104 7,555 8,287 9,727 11,927 14,763 16,194 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G3 B2-U0-G3 B2-U0-G3 B2-U0-G3 Lumens per Watt 146 139 128 124 147 139 131 126 SL4 Lumens 4,729 5,799 7,178 7,873 9,239 11,333 14,025 15,387 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G3 B1-U0-G3 B1-U0-G3 B2-U0-G4 B2-U0-G4 Lumens per Watt 139 132 122 118 140 132 124 119 5NQ Lumens 5,134 6,296 7,793 8,547 10,033 12,303 15,226 16,704 BUG Rating B2-U0-G1 B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 B3-U0-G2 Lumens per Watt 151 143 132 128 152 143 135 129 5MQ Lumens 5,228 6,412 7,935 8,705 10,216 12,529 15,508 17,011 BUG Rating B3-U0-G1 B3-U0-G1 B3-U0-G2 B3-U0-G2 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 Lumens per Watt 154 146 134 130 155 146 137 132 5WQ Lumens 5,242 6,428 7,956 8,728 10,244 12,563 15,548 17,056 BUG Rating B3-U0-G1 B3-U0-G2 B3-U0-G2 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 Lumens per Watt 154 146 135 130 155 146 138 132 SLL/SLR Lumens 4,373 5,365 6,640 7,283 8,547 10,481 12,973 14,231 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G3 B2-U0-G3 B2-U0-G3 B2-U0-G3 Lumens per Watt 129 122 113 109 130 122 115 110 RW Lumens 5,087 6,238 7,721 8,472 9,941 12,190 15,088 16,553 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 Lumens per Watt 150 142 131 126 151 142 134 128 * Nominal lumen data for 70 CRI. BUG rating for 4000K/5000K. Refer to IES files for 3000K BUG ratings. GPC Galleon Pedestrian Companion PS500007EN page 5 August 29, 2023 10:30 AM McGraw-Edison 3000K CCT, 80 CRI Number of Light Squares 1 2 Drive Current 615mA 800mA 1050mA 1.2A 615mA 800mA 1050mA 1.2A Nominal Power (Watts) 34 44 59 67 66 86 113 129 Input Current @ 120V (A) 0.30 0.39 0.51 0.58 0.58 0.77 1.02 1.16 Input Current @ 208V (A) 0.17 0.22 0.29 0.33 0.34 0.44 0.56 0.63 Input Current @ 240V (A) 0.15 0.19 0.26 0.29 0.30 0.38 0.48 0.55 Input Current @ 277V (A) 0.14 0.17 0.23 0.25 0.28 0.36 0.42 0.48 Input Current @ 347V (A) 0.11 0.15 0.17 0.20 0.19 0.24 0.32 0.39 Input Current @ 480V (A) 0.08 0.11 0.14 0.15 0.15 0.18 0.24 0.30 Optics T2 Lumens 3,880 4,759 5,890 6,461 7,583 9,300 11,510 12,628 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G3 Lumens per Watt 114 108 100 96 115 108 102 98 T3 Lumens 3,956 4,851 6,004 6,586 7,731 9,479 11,732 12,870 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 Lumens per Watt 116 110 102 98 117 110 104 100 T4FT Lumens 3,980 4,879 6,038 6,625 7,774 9,534 11,800 12,945 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G3 B2-U0-G3 Lumens per Watt 117 111 102 99 118 111 104 100 T4W Lumens 3,927 4,816 5,961 6,539 7,675 9,411 11,648 12,778 BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G3 Lumens per Watt 116 109 101 98 116 109 103 99 SL2 Lumens 3,873 4,751 5,880 6,450 7,571 9,285 11,491 12,605 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G3 B2-U0-G3 Lumens per Watt 114 108 100 96 115 108 102 98 SL3 Lumens 3,954 4,851 6,004 6,585 7,729 9,478 11,731 12,868 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G3 Lumens per Watt 116 110 102 98 117 110 104 100 SL4 Lumens 3,758 4,608 5,704 6,256 7,342 9,006 11,145 12,227 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G3 B1-U0-G3 B1-U0-G3 B1-U0-G3 Lumens per Watt 111 105 97 93 111 105 99 95 5NQ Lumens 4,080 5,003 6,193 6,792 7,973 9,776 12,099 13,274 BUG Rating B2-U0-G0 B2-U0-G1 B2-U0-G1 B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 Lumens per Watt 120 114 105 101 121 114 107 103 5MQ Lumens 4,154 5,095 6,305 6,917 8,118 9,956 12,323 13,518 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 B3-U0-G2 B4-U0-G2 B4-U0-G2 Lumens per Watt 122 116 107 103 123 116 109 105 5WQ Lumens 4,166 5,108 6,322 6,936 8,140 9,983 12,355 13,553 BUG Rating B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 Lumens per Watt 123 116 107 104 123 116 109 105 SLL/SLR Lumens 3,475 4,263 5,276 5,787 6,792 8,329 10,309 11,309 BUG Rating B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G3 B1-U0-G3 B2-U0-G3 B2-U0-G3 Lumens per Watt 102 97 89 86 103 97 91 88 RW Lumens 4,042 4,957 6,135 6,732 7,900 9,687 11,990 13,154 BUG Rating B2-U0-G1 B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 B3-U0-G2 Lumens per Watt 119 113 104 100 120 113 106 102 * Nominal lumen data for 70 CRI. BUG rating for 4000K/5000K. Refer to IES files for 3000K BUG ratings. Cooper Lighting Solutions1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.cooperlighting.com © 2022 Cooper Lighting SolutionsAll Rights Reserved. Specifications and dimensions subject to change without notice. McGraw-Edison GPC Galleon Pedestrian Companion PS500007EN page 6 August 29, 2023 10:30 AM Control Options 0-10V This fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (BPC, PR, and PR7) Optional button-type photocontrol (BPC) and photocontrol receptacles (PR and PR7) provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PR7 receptacle. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (SPB, MS/DIM-LXX and MS-LXX) These sensors are factory installed in the luminaire housing. When the SPB or MS/DIM sensor options are selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MS/DIM sensor is factory preset to dim down to approximately 50 percent power with a time delay of five minutes. The MS-LXX sensor is factory preset to turn the luminaire off after five minutes of no activity. SPB motion sensors require the Sensor Configuration mobile application by Wattstopper to change factory default dimming level, time delay, sensitivity and other parameters. Available for iOS and Android devices. The SPB sensor is factory preset to dim down to approximately 10% power with a time delay of five minutes. The MS/DIM occupancy sensors require the FSIR-100 programming tool to adjust factory defaults. Enlighted Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Enlighted control system is a connected lighting solution, combining LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes while collecting valuable data about building performance and use. Software applications utilizing energy dashboards maximize data inputs to help optimize the use of other resources beyond lighting. WaveLinx Wireless Outdoor Lighting Control Module (WOLC-7P-10A) The 7-pin wireless outdoor lighting control module enables WaveLinx to control outdoor area, site and flood lighting. WaveLinx controls outdoor lighting using schedules to provide ON, OFF and dimming controls based on astronomic or time schedules based on a 7 day week. 0-10VThis fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (P, R and PER7) Optional button-type photocontrol (P) and photocontrol receptacles (R and PER7) provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factor y-shipped dimming solution requiring no external control wiring. Reference the Af ter Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (MS/DIM-LXX and MS-LXX) These sensors are factor y installed in the luminaire housing. When the MS/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MS/DIM sensor is factory preset to dim down to approximately 50 percent power with a time delay of five minutes. The MS-LXX sensor is factor y preset to turn the luminaire of f after five minutes of no activity. The MS/X-LXX is also preset for five minutes and only controls the specified number of light engines to maintain steady output from the remaining light engines. These occupancy sensors includes an integral photocell that can be activated with the FSIR-100 accessor y for “dusk-to-dawn” control or daylight harvesting - the factor y preset is OFF. The FSIR-10 0 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lens are available to optimize the coverage pattern for mounting heights from 8’-40’. For mounting heights up to 20' (-L20) 20 15 10 5 0 20 18 15 12 96 6391215 1830 20 Coverage Side Area (Feet) 0 0 20 30 4016248180 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW)For mounting heights from 16' to 40' (LWR-LN) Coverage Side Area (Feet) 0102030401020304081824 0 12 8 36 70 Coverage Side Area (Feet) For mounting heights up to 8' (-L08) 7361824551824 0 40 27 15 50 30 0 Coverage Side Area (Feet) For mounting heights up to 40' (-L40W) 30 50401020102040 LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Eaton’s LumaWa tt Pro powered by Enlighted is a connected lighting solution that combines a broad selection of energy-efficient LED luminaires with a powerful integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of building resources, beyond lighting. WaveLinx Wireless Outdoor Lighting Control Module (WOLC-7P-10A) The 7-pin wireless outdoor lighting control module enables WaveLinx to control outdoor area, site and flood lighting. WaveLinx controls outdoor lighting using schedules to provide ON, OFF and dimming controls based on astronomic or time schedules based on a 7 day week. 0-10VThis fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method.Photocontrol (P, R and PER7)Optional button-type photocontrol (P) and photocontrol receptacles (R and PER7) provide a flexible solution to enable “d usk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. After Hours Dim (AHD)This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (MS/DIM-LXX and MS-LXX) These sensors are factory installed in the luminaire housing. When the MS/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MS/DIM sensor is factor y preset to dim down to approximately 50 percent power with a time delay of five minutes. The MS-LXX sensor is factory preset to turn the luminaire off after five minutes of no activity. The MS/X-LXX is also preset for five minutes and only controls the specified number of light engines to maintain steady output from the remaining light engines. These occupancy sensors includes an integral photocell that can be activated with the FSIR-100 accessor y for “dusk-to-dawn” control or daylight harvesting - the factory preset is OFF. The FSIR-100 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lens are available to optimize the coverage pattern for mounting heights from 8’-40’. For mounting heights up to 20' (-L20) 20 15 10 5 0 20 18 15 12 96 6391215 1830 20 Coverage Side Area (Feet) 0 0 20 30 4016248180 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW)For mounting heights from 16' to 40' (LWR-LN) Coverage Side Area (Feet) 0102030401020304081824 0 12 8 36 70 Coverage Side Area (Feet) For mounting heights up to 8' (-L08) 7361824551824 0 40 30 20 10 30 12 0 Coverage Side Area (Feet) For mounting heights up to 40' (-L40) 12 30206620 0 40 27 15 50 30 0 Coverage Side Area (Feet) For mounting heights up to 40' (-L40W) 30 50401020102040 LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LW R-LN) The Eaton’s LumaWatt Pro powered by Enlighted is a connected lighting solution that combines a broad selection of energy-efficient LED luminaires with a powerful integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of building resources, beyond lighting. WaveLinx Wireless Outdoor Lighting Control Module (WOLC-7P-10A) The 7-pin wireless outdoor lighting control module enables WaveLinx to control outdoor area, site and flood lighting. WaveLinx controls outdoor lighting using schedules to provide ON, OFF and dimming controls based on astronomic or time schedules based on a 7 day week.