Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PB packet-SWX Prelim Site-Sub- 9-15-26 mtg
1 To: Planning Board Members From: Christine Balestra, Senior Planner Date: September 8, 2026 RE: Proposed SouthWorks Woods Project – Continuation Consideration of Preliminary Site Plan/Subdivision Approval Enclosed please find the following additional materials for the SouthWorks Woods project: 1. Draft Preliminary Site Plan/Subdivision resolution. 2. Stream mitigation planting plans, seed mix. 3. Lighting and site amenities cut sheets. 4. Architectural façade materials letter, with details regarding cladding materials and technical/energy efficiency rationale for alternative building façade design. 5. Revised architectural plans and renderings that show: a. Trespa Pura Horizontal fiber cement siding on ground floor of buildings to replace low-level corrugated metal. b. All proposed bike storage and racks for the project (additional storage near mansion apartments). c. Representative photos/visual reference of other completed large apartment complexes utilizing same metal cladding systems. 6. Revised subdivision plat, showing a 60-ft right of way at Road B/Drive V (per town request). The Planning Board will continue to consider Preliminary Site Plan/Subdivision approval for the Woods project at the meeting on September 15th. Please feel free to email me at cbalestra@townithacany.gov or call me at (607) 273-1721, ext. 121, if you have any questions. Att. CC: Daniel Bellgraph, Beacon Communities Development LLC James Gensel, Fagan Engineers & Land Surveyors PC Rob Lewis, Shift Chainworks Owner I LLC PROPOSED RESOLUTION: Preliminary Site Plan, Subdivision Approval The Woods at SouthWorks Residential Development NYS Route 96B/Danby Road Tax Parcel No. 40.-3-3 Town of Ithaca Planning Board September 15, 2026 WHEREAS: 1. This action is the consideration of Preliminary Site Plan and Preliminary Subdivision Approval for the SouthWorks Woods project located off NYS Route 96B/Danby Road, in Town of Ithaca Planned Development Zone No.16. The SouthWorks Woods mixed-income residential project comprises a 6.09-acre portion of the overall SouthWorks (formerly Chain Works District) Redevelopment Project and involves the construction of eight residential buildings with a total of 130 mixed-income apartments, including a community room, lounge, fitness center, offices, maintenance areas, and storage. The Woods project also involves the development of internal roads and infrastructure, a playground, sidewalks and path connections, stormwater facilities, landscaping, outdoor lighting, parking, and other site improvements. Shift Chainworks Owner 1 LLC, Owner; Beacon Communities, LLC, Applicant; James Gensel, Fagan Engineers & Land Surveyors, PC, Agent; 2. The overall SouthWorks (formerly Chain Works District) Redevelopment Project is located on a 95-acre parcel traversing the City and Town of Ithaca’s municipal boundary. It is a proposed mixed-use development consisting of residential, office, commercial, retail, restaurant/café, warehousing/distribution, manufacturing, and open space. The City of Ithaca, as the Lead Agency in the environmental review of the South Works (formerly Chain Works District) Redevelopment Project, issued a Findings Statement for the GEIS on March 26, 2019; 3. The Town of Ithaca, as an Involved Agency in the environmental review of the SouthWorks (formerly Chain Works District) Redevelopment Project, issued a Findings Statement for the GEIS on May 21, 2019. The Findings Statement included a threshold condition chart and checklist for future site-specific projects associated with the overall development; 4. The Town of Ithaca Planning Board, as the Lead Agency in the environmental review of The Woods at SouthWorks project, at their meeting on August 18, 2026, determined that The Woods at SouthWorks project did not exceed the threshold conditions outlined in the SouthWorks (formerly Chain Works District) Redevelopment Project GEIS Findings Statement, and that the Woods at SouthWorks project did not require additional environmental review. The Board reviewed and accepted as adequate a completed GEIS threshold checklist and Part 3 EAF, prepared by Town staff, dated July 28, 2026 (revised August 11, 2026), along with a project narrative with twenty-one (21) attachments, including: a visual impact analysis; a letter from LaBella Associates, dated June 24, 2026, regarding soil vapor intrusion mitigation; correspondence between the applicant and Marty Moseley, Director of Code Enforcement, regarding fire apparatus configuration and Code requirements; a letter from Fagan Engineers & Land Surveyors, D.P.C., dated July 20, 2026, regarding Transportation Demand Management (TDM) plans; two letters from LaBella Associates, one dated June 29, 2026, regarding traffic assessment, and one dated August 3, 2026, regarding traffic signal warrant and left-turn lane assessment; a Stormwater Pollution Prevention Plan, prepared by Fagan Engineers & Land Surveyors, D.P.C., revised July 2026; a Geotechnical Evaluation, prepared by Foundation Design, P.C., dated March 10, 2026; an Excavation Plan, prepared by Pike; a letter from Page 2 of 4 Timothy Faulkner, P.E., Fisher Associates, D.P.C. dated July 28, 2026, regarding SouthWorks Beacon Woods transportation assessment; Site Plan Drawings titled “Beacon Communities, The Woods at SouthWorks, Town of Ithaca, Tompkins County, New York,” prepared by SWBR, dated August 14, 2024, most recently revised August 10, 2026, including sheets C100, C200, C300, C301 through C306, C400 through C407, C500 through C505, C600, C601, C700 through C702, C800 through C802, C900, and C901; Site Plan and Architectural Renderings, prepared by SWBR (no date); Exterior Elevations and Detail sheets, prepared by SWBR, dated June 12, 2026, including sheets A201-A, A201-B1, A202-B2, A203-B3, A201-C1, A202-C2, and A203-C3; Layout and Materials plans, prepared by SWBR, dated June 12, 2026, revised June 29, 2026, including sheets L-101 through L-104; Planting Plans, prepared by SWBR, dated June 12, 2026, including sheets L-401 through L-405; Lighting Plans, prepared by SWBR, dated June 12, 2026, revised June 29, 2026, including sheets L-301 through L-307; Construction Phasing Plan, titled “The Woods Draft Phasing and Logistics Plan,” dated 6-29-26; and other materials; 5. At a Public Hearing held on August 18, 2026, the Planning Board reviewed, and accepted as adequate additional project information, including a letter from Fagan Engineering, dated July 7, 2026 (updated August 18, 2026), regarding stream setback mitigation; a letter from SWBR, dated August 10, 2026, regarding cladding materials in compliance with Town Code §271-17 (F)(6)(d); a letter from Beacon Communities, LLC, dated August 10, 2026, regarding Center for Community Transportation/TCAT Engagement; and revised site plan materials noted in #4 (most recent revision date of August 10, 2026); 6. At an additional meeting held on September 15, 2026, the Planning Board reviewed, and accepted as adequate revised project information, including a letter from SWBR to Caitlin Cameron, Planning Board Chair, dated 8/19/2026, regarding architectural cladding materials and façade design; revised Site Plan, Architectural Renderings, and example photos of other large apartment complexes with similar proposed cladding, prepared by SWBR (no date); revised Sheet C901 (Stream Mitigation Exhibit), showing specific plantings and stream mitigation, prepared by SWBR, dated 09/01/2026; proposed lighting and site amenity cut sheets, including Sheets L503-L508, prepared by SWBR, dated June 12, 2026; and a revised subdivision plat showing a 60-foot right of way along Road B/Drive V, prepared by SWBR, dated 09/01/2026; 7. 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 August 14, 2026, 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 not have significant county- wide or inter-community impact; NOW, THEREFORE BE IT RESOLVED: That the Town of Ithaca Planning Board hereby grants Preliminary Site Plan and Preliminary Subdivision Approval for the proposed The Woods at SouthWorks, as described in the materials listed in Whereas numbers 4, 5, and 6 above, subject to the following conditions, to be met: Before final site plan/final subdivision approval: a. Receipt of any necessary variances from the Zoning Board of Appeals, Page 3 of 4 b. Approval from the Town of Ithaca Director of Code Enforcement that all fire flow calculations are in accordance with New York State Fire Code, and that all fire access issues listed in the memo from Marty Moseley, Director of Code Enforcement, dated 7/21/26, have been satisfied (memo attached), c. Approval by the Town Board of the concept and location of any proposed dedicated public utilities (water, sewer) and infrastructure (roads, streetlights, sidewalks, etc.), and proposed easements associated with such utilities and infrastructure, d. Coordination with all utility companies (including NYSEG and Verizon) to assure that they have no concerns associated with the project’s connection to the electrical grid, with the burying of utility lines, or with other project elements, e. Submission of letters of commitment from local bikeshare and carshare services that they will locate bicycles and vehicles, respectively, on the project site, and from Tompkins Consolidated Area Transit, Inc. (TCAT) that it intends to serve the project site, Before issuance of a Building Permit: f. Satisfaction of all comments identified in the memorandum prepared by Barton and Loguidice to Justin McNeal, Town Director of Engineering, dated August 10, 2026 (memo attached), 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 of an approved Highway Work Permit (Commercial Driveway Access Permit and/or Utility Permits, as applicable) from the New York State Department of Transportation (NYSDOT) for improvements within the NYS Route 96B/Danby Road right-of-way. The Town should be made aware of any additional plan modifications that may be required by the NYSDOT, as well as any resultant impacts to the current site plan, i. Submission for signing by the Chairperson of the Planning Board of an original and three dark lined prints of the final subdivision plat, prior to filing with the Tompkins County Clerk Office; and submission of a copy of the receipt of filing to the Planning Department, j. Dedication to and acceptance by the Town Board, of any proposed public utilities (water, sewer), and infrastructure (roads, streetlights, sidewalks, etc.), and proposed Page 4 of 4 easements associated with such utilities and infrastructure, k. Per the NYS Department of Environmental Conservation’s (DEC) Record of Decision Declaration of Covenants and Restrictions, submission of proof that the former NCR and Ithaca College sewer lines have been evaluated for potential soil vapor intrusion, Before issuance of any Certificate of Occupancy: l. If required, mitigation of any potential soil vapor intrusion of the former NCR and Ithaca College sewer lines, and submission of proof from the NYS DEC and/or NYS Department of Health (DOH) that said mitigation was in accordance with DEC and DOH requirements, m. Completion of all requirements of the NYS DOT, including construction of the sidewalk along the west side of Danby Road/NYS Route 96B to the City of Ithaca line, and including any temporary measures at the intersection of Coddington Road and Danby Road/NYS Route 96B, and n. Submission of any required executed easements, licenses, or other legal agreements involving Town or City property, for review and approval by the Attorney for the Town. 443 Electronics Parkway, Liverpool, NY 13088·Office: 315-457-5200·Fax: 315-451-0052·BartonandLoguidice.com August 10, 2026 Justin McNeal, Director of Engineering 114 Seven Mile Drive Ithaca, New York 14850 Re: Southworks – The Woods Subj: Engineering Review of Site Plan Submission File: 2071.015.001 Dear Members of the Planning Board: Barton & Loguidice, D.P.C. (B&L) has completed a review of the Site Plan Drawings and Stormwater Pollution Prevention Plan (SWPPP) provided on July 7, 2026 prepared by Fagan Engineers & Land Surveyors, P.C. on behalf of Beacon Communities, LLC (Applicant) for the above-referenced project. B&L’s engineering review focused on grading, drainage, and the submitted SWPPP. Based on our stormwater review, in conjunction with the Town of Ithaca Engineering Department, we offer the following comment suggestions for the Board’s consideration: General 1.A Stormwater operation maintenance and reporting agreement (SOMRA) will need to be filed before a building permit is issued. 2.MS4 Approval will not be issued until a SWPPP Application is submitted to Open Gov and the associated permit fees are paid. Site Plan Drawings 1.All water connections must branch off the private water main line after the meter. 2.Town will provide our standard details for water and sewer infrastructure. These must be used for items that are proposed for dedication. 3.The erosion and sediment control plan should be reviewed for Blue book compliance. The steep slopes on site limit the length of contributing flow for silt fence and silt socks. 4.The site grading appears incomplete. Several contours terminate in spots that are illogical with no tie-in to existing grade. Some contours appear to overlap or branch in multiple directions with multiple tie-ins to existing. Justin McNeal, Director of Engineering August 10, 2026 Page 2 2071015 Southworks SWPPP Review 081026 (ID 3667934).docx 5.Significant portions of the proposed new impervious area are not captured and treated despite appearing to be feasible to capture based on the proposed grading plan. This including portions of “Drive D”, “Road B”, the proposed roundabout, as well as “Road A” and “Drive C” near the tie-in to Morse Place. Roadway edge treatments (curb, gutter, ditch, etc.) are recommended to capture roadway runoff rather than allowing it flow towards proposed infrastructure or off-site untreated. 6.DM-3 and associated 24” HDPE storm pipe is proposed in close proximity to an existing structure. DM-3 appears to be situated with less than 3ft of clearance from outer wall of the manhole to the existing structure and is approximately 8ft deep. Please justify how this infrastructure will be installed without risk of undermining the existing building foundation. 7.Please justify the embankment in close proximity to the structures at 908 Danby Road and how site runoff onto this property will be addressed. 8.The inlet & outlet pipes as well as the proposed underdrain for the underground storage should be depicted on the utility plan. 9.Several sanitary and storm pipes have excessive slope. Sanitary pipe full flow velocities are recommended to be less than 10 ft/s (approx. 8% slope for 8in pipe), and sewers on over a 20% slope require anchoring in accordance with the 10 States Standards. The Applicant should consider reducing sanitary pipe slopes through the use of drop structures or other means to reduce flow velocities. Storm pipe slopes should be reduced by utilizing drop across structures where applicable. 10.Allowing the 21” RCP storm pipe running under Danby Road (State Route 96B) to daylight and attempting to pick up the surface discharge in a grated structure is not a recommended practice. This 21" storm appears to have a significant drainage area along State Rte 96B. Debris accumulation or inadequate grate capacity has potential to cause significant bypass that could result in localized flooding. It should be evaluated if the pipe may be connected directly to a structure and conveyed around the project site. 11.The Stormtech Outlet Structure Detail provides elevations that are not consistent with the submitted ADS drawings. 12.Please justify the placement of CB-22, CB-24 and CB-25. These locations do not appear logical based on the grading provided. 13.Silt fence should be installed parallel to contours in accordance with the New York State Standards and Specifications for Erosion and Sediment Control (Blue Book). 14.The Erosion & Sediment Control Plan should provide locations for concrete washouts, soil stockpiling, and material staging. Justin McNeal, Director of Engineering August 10, 2026 Page 3 2071015 Southworks SWPPP Review 081026 (ID 3667934).docx SWPPP 1.Please provide a table showing the Developed Drainage Peak Runoff Rates that takes the stormwater practices into account (true pre vs post development flows showing actual flow leaving site). 2.Provide a drawing showing an extreme flood conveyance route for the stormwater entering the site through the Route 96B pipe. A flood conveyance route may be needed for other areas of the site depending on the provided pipe capacities. 3.A rain garden detail is provided on the plans but not noted in the narrative or called out on any of the site plans. Please remove or provide clarification on where this will be located. 4.Please include the Town of Ithaca's inspection requirements noted in Chapter 228 of the Town of Ithaca Code. 5.All storage chambers not designed to meet minimum clearance to groundwater or bedrock (2’-0” min. separation) shall include an impermeable liner in accordance with the Stormwater Design Manual. The impermeable liner shall be designed and installed by a qualified professional in accordance with Note 11 on Page 1 of the ADS Drawing Set. 6.Calculating full-flow capacity of individual storm sewer pipes using Manning's equation is an overestimate of the hydraulic capacity of the overall conveyance system. A hydraulic analysis of the storm sewer network that accounts for energy losses at structures, inlet and outlet control, tailwater effects, and other hydraulic constraints must be submitted to adequately assess system performance under the design storms. 7.The Applicant should submit justification for the value of 13,336 CF of RRv provided as stated in the Water Quality Treatment section of the SWPPP body, preferably through use of the GI Worksheets. The GI Worksheets currently submitted do not support this claim. 8.Please clarify the total area of new impervious. Different values are provided in the Water Quality Treatment Section of the SWPPP body, Question 22 of the eNOI, and the modeling. 9.Please explain how total disturbed area will remain under 5 acres for the duration of construction as indicated by the response to Question 23 of the eNOI. Given the site area is approximately 8.3 acres, the provided construction sequence does not indicate disturbance phasing that would support this claim. 10.Please revise the drainage maps to conform to the requirements of Appendix E of the Stormwater Management Design Manual. Most critically, please provide existing contours on Sheets D1 & D2 as well as proposed contours and all storm infrastructure on Sheet D2. As currently shown, the drainage areas and Tc Paths cannot be evaluated. 11.Drainage Areas PDA-1 and PDA-3 contain significant portions of new impervious area that is not captured or treated by any SMP. For new development, WQv must be addressed for all proposed new impervious. Justin McNeal, Director of Engineering August 10, 2026 Page 4 2071015 Southworks SWPPP Review 081026 (ID 3667934).docx 12.The proposed model routing should be refined to more accurately represent the proposed storm conveyance. At a minimum, Drainage Areas 2-A and 2-B should be combined such that the flow at this outfall may be evaluated. 13.Please review the inverts provided for Pond 4P as they do not appear to match the ADS drawings. 14.All GI worksheets must be updated to reflect the current state of the Site Plans. a.The swale depicted on the Site Plans does not meet the requirements of a Dry Swale. This worksheet should be removed and no treatment credit should be taken. b.Minimum RRv is calculated based off new impervious area. Please update the Step 4 worksheet to provide only the acreage of new impervious. c.The Site Plans do not indicate the location or drainage patterns to the 109 tree plantings proposed for an area reduction. A tree planting detail that conforms with the Stormwater Design Manual must be included. The area that is directly tributary to the tree plantings must be delineated; this is the only area eligible for reduction. The 5.33 acres currently shown to be tributary to the tree plantings appears unlikely based on the Site Plans. d.The Flow Based Alternative Practices (ADS Arcadia Hydrodynamic Separators) shown on the Site Plans are not on the NYSDEC list for Verified Proprietary Practices for New Development and are thus ineligible to provide WQv treatment for this project. Please reference the NYSDEC Stormwater Toolbox for the list of proprietary practices approved for new development. At this time, we recommend that the Applicant address the engineering review comments presented herein, and submit revised documents/additional information to the Town for further review. Please contact me if you have any questions or comments regarding our engineering review of this project. Sincerely, BARTON & LOGUIDICE, D.P.C. Charles A. White, P.E., LEED AP Vice President MJK/jjb cc: C.J. Randall, Director of Planning, Town of Ithaca (email only) DEPARTMENT OF CODE ENFORCEMENT 215 N. Tioga St 14850 607.273.1783 codes@town.ithaca.ny.us 7/21/26 Re: South Works Development comments and questions related to The Woods phase (DEV-26-3) Review re-submitted documents (SWBR 7/7/26 memo and Fagan Engineers Letter dated 7/7/26) *Fagan responses have reincorporated into this memo from a SWBR letter dated 7/7/26 and are underlined. Town responses are identified in bold text from 7/21/26. 1. Drawing C5 identifies a small building that is currently in a water or sewer easement area. If this is a Town of Ithaca easement, the Department of Public Works or Engineering Department should be consulted to verify if a building can be placed in the easement. a. Response: Fagan- The easement is being relocated away from the small structure. b. TOI Response: Thank you for your response. 2. The stream setback has not been identified in the drawings as required in section 270- 219.5D (14) of Town of Ithaca Code. a. Response: Fagan- Stream adjacencies were identified in the GEIS and a variance will be requested. Further information needs will be identified with on site meeting with town on 6/30. b. TOI Response: The stream setback map (Attach 16) that has been provided does not have a legend to identify zone 1 and zone 2, nor does the lay identify distances that the stream setback is impacted. Please update the site plan to show these items. will still need to be provided on the site plan. We will look for an area variance application to be provided to the Town, with respect to the stream setback. 3. Buildings C1, C2, and C3 all appear to be attached. Effectively, this creates one large apartment building and not three separate apartment buildings. Please provide details of how this complies with section 271-17F(2)(h) of Town of Ithaca Code. a. Response: Section 271-17F(2)(h) is specific to building facade length rather than overall building length. Buildings Cl, C2, and C3 are separated into individual sections where each facade does not exceed 180' in length. The connection corridors between each building facing plan north are below grade (concealed) and one-story facing plan south. These are also set back 30'-0" from the main facades. b. TOI Response: Thank you for your response. Please provide verification how you meet all setbacks for each of the building types in section 271-17F(2)(h) 4. Buildings B2 and B3 appear to be attached. Effectively, this creates one large apartment building and not two separate apartment buildings. Please provide details of how this complies with section 271-17F(2)(h) of Town of Ithaca Code. a. Response: B2 and B3 are connected by a one story mechanical room. The intent is to provide a single mechanical room that serves both B buildings rather than one mechanical room for each. This facade facing plan north of the mechanical room is concealed below grade and the facade facing plan south is set back 10'-8"from the B buildings facades. As noted in response to comment 3,section 271-17F(2)(h)is specific to building facade length rather than overall building length. The intent of concealing one side of the mechanical room and setting the other side back from B2 and B3 was to comply with the facade length requirement of the section. b. TOI Response: Thank you for your response. Please provide verification how you meet all setbacks for each of the building types in section 271-17F(2)(f). 5. It cannot be determined which buildings will have Fire Department Connections (FDC) and standpipe systems. Please provided information as to where this can be identified on the plans. a. Section 507.5.1.1 of the 2025 NYS Fire Code requires hydrants to be located within 100’ of a standpipe system installed. b. Response: FDC locations will be identified on the lower portion of building Cl, C2,and C2that are accessible from the Aerial Apparatus Access Road. Hydrants will be added located within 100'of these FDC locations. c. TOI Response: Thank you for your response, it appears that buildings C1, C2, and C3 FDC’s all will be approximately 45’ of a hydrant. 6. The grade of the fire apparatus access road appears to exceed 10% in several areas. Section D103.2 limits the grade to 10% unless approved by the fire code official. Please provide additional information as to where a 10% grade is exceeded and for what distance. If this is already provided, please identify where this can be located in the existing plans or details. a. Response: Fagan-The Woods site is located on a sloped hill and reductions in slopes of less than 10% are not feasible. Request approval from Code official to increase the slope allowance. b. TOI Response: Please provide a site plan identifying where the grades exceed the 10% value. 7. The fire apparatus access road that is directly behind the “proposed 9 unit building #1 and #2) does not appear to provide a fire apparatus access turnaround as identified in section D103.1 of the2025 NYS Fire Code. a. Response: Danby Road is considered the Fire Apparatus access road rather than the parking lot located plan south for these two buildings. An existing fire hydrant is also located on Danby Road adjacent to the proposed driveway access to the parking lot for buildings A1 and A2. b. TOI Response: Thank you for your response. We would agree, based on the location of the “proposed 9 unit building #1 and #2” and proximity to Danby Road. 8. The height of the buildings is not clear. Do the building exceed 30’ grom the grade plane to the highest roof surface (For purposes of this section, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater.)? This will need to be provided to determine if aerial fire apparatus access roads are required to be provided in accordance with section D105 of the 2025 NYS Fire Code. a. Response: Buildings Al,A2,Bl, B2, B3 are less than 30' when calculating the average grade plane and an Aerial Apparatus Access is not required. These calculations will be included in the code analysis drawings. Buildings Cl, C2, and C3 require Aerial Apparatus Access provided by the road located at the lower side of these three buildings. b. TOI Response: Thank you for your response. Based on this information, Road A will need to have a clear width of 26’ in the immediate vicinity of the building, per section D105.2. The current proposal shows a roadway width of 20’ with parking areas on each side of the roadway The roadway is considered to be the fire apparatus access road and the parking areas appear to be an obstruction. 9. Fire Hydrants are required to have a minimum fire apparatus access road width 26’ excusive of shoulders. Some hydrants do not appear to meet this requirement, as identified in section D103.1 of the 2025 NYS Fire Code. a. Response: Fagan - Hydrants are located at roads 26'+ at code required distances. Additional hydrants will be located along the lower side of the C buildings within 100' of the FDC's. These are supplemental hydrants that are in addition to the required hydrants b. TOI Response: Please note that any hydrant that is installed is required to comply with section D103.1 of the 2025 NYS Fire Code. Based on the map provided it does not appear that there are any hydrants that are proposed on the lower side of the C buildings. There is also a hydrant that is located close to the traffic circle that appears to not comply with D103.1 of the 2025 NYS Fire Code. Please show all hydrant locations with the clear areas identified. 10. Adequate turning radius of the fire apparatus access roads do not appear to provided. Based on turning radius requirements from the IFD, the following radius are required: a. b. Response: Fagan-The turning radius was calculated based on the town's equipment requirements(see comment 11) c. TOI Response: Please place the radius in the site plans, as it appears that they were not included in the lates submission. We will need to confirm that all radius comply with the Ithaca Fire Department equipment requirements. 11. The fire apparatus access road appears to be modeled after a fire truck that is 26.25’, as identified on sheet C13. Based on our understanding of the truck used for the IFD, this truck dimension is closer to 45’. Please provide updated drawings with the correct fire apparatus size to show how the piece of fire apparatus would traverse the road system. Feel free to contact the IFD directly to obtain the fire apparatus turning radius and size requirements. a. Response: Fagan -The 45'equipment was used to model the access road requirements. b. TOI Response: Thank you for the updated truck specifications being called out on the submitted plan. 12. Please identify how the project will identify “No Parking-Fire Lane” . Fire apparatus access road that are 20’-26’ are required to have fire lane signs installed, per section D103.6.1 and 503.3 of the 2025 NYS Fire Code. a. Response: Fagan -Access aisles adjacent to the accessible parking adjacent to the loading area between C2 and C3 can provide a dedicated fire lane access point. b. TOI Response: Thank you for your response. This is still unclear how the “No Parking Fire Lane” will be identified. Please provide a site plan showing details how this will be accomplished. 13. Please provide details on traffic calming devices such as, but not limited to, placement, height, approach angles, etc. a. Response: Fagan SWBR(lA)- Details currently being coordinated b. TOI Response: We look forward to receiving the details on the traffic calming devices. 14. Per section 507.1 of the 2025 NYS Fire Code, please provide fire flow data from the hydrants that will serve the project. Please provide the calculation method used to calculate the fire flow for the buildings. a. Response: Fagan-Reports from City 2023 is available. Town has verbally communicated test results these will be documented In a memo. b. TOI Response: More recent fire flow data is required to be provided to the Town. There are several areas, within the last 3 years, that development may have impacted fire flow from the exiting system. I am not aware of any communication that has occurred from the Town with respect to test results for fire flow. We look forward to receiving the information to verify adequate fire flow. 15. TOI Response: At this time, the Town is requiring the second means of ingress and egress for fire apparatus access in accordance with section 503.1.2 of the 2025 NYS Fire Code, based on the grade exceeding 10%, which may limit access at various times. 16. TOI Response: Additionally, during the 6/30/26 onsite meeting with Jamie Gensel, Justin McNeal, Rob Shepard and Marty Moseley, mountable curbing was discussed for the traffic circle. Please provide the detail cross section of any mountable curbing that will be used for the project and identify the location where it will be used on the site plan. 17. TOI Response: The fire apparatus access plan (attach 17) do not appear to match the site plan documents submitted. For instance, parking areas are still identified in front of fire hydrant locations on the site plans, but the fire apparatus access site plan shows blocked out parking areas. 18. TOI Response: The blocked off fire department access areas along Road A show a “no parking fire access area. This area is the exact length of the fire truck that the site plan uses as a model. It does not appear that the vehicle would be able to park in that area as the traditional parking areas are tight against that area and would not allow for the truck to swing into the area for firefighting activities. 19. TOI Response: Please note that road names will need to be provided to this department for each road that is being proposed. Please provide three road names per road and rank the road names when submitting them to this department. Sincerely, Marty Moseley Director of Code Enforcement Town of Ithaca 215 North Tioga Street Ithaca NY, 14850 2 0' S A N I T A R Y S E W E R R - O - W PROPOSED 27 UNIT APARTMENT BUILDING C1 FFE BASEMENT: 739.40 FFE: 1ST FLOOR: 750.90 PROPOSED 26 UNIT APARTMENT BUILDING C2 FFE BASEMENT: 740.40 FFE: 1ST FLOOR: 751.90 PROPOSED 30 UNIT APARTMENT BUILDING C3 FFE BASEMENT: 741.40 FFE: 1ST FLOOR: 752.90 LOADING AREA PROPOSED 30 UNIT APARTMENT BUILDING C3 FFE BASEMENT: 741.40 FFE: 1ST FLOOR: 752.90 00 20'40' SWBR NYS Certificate of Authorization #: 235221 260 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © FI L E P A T H : Checked By: Project Manager: Drawn By: Revisions SWBR Project Number 4/16/2026 Town Sketch Plan Comments 100% CONSTRUCTION DOCUMENTS 09/01/2026 6/29/2026 Addendum #1 7/07/2026 Town Preliminary Plan Submission 7/27/2026 Addendum #2 8/10/2026 Town Preliminary Plan Resubmission 12 / 9 / 2 0 2 5 1 2 : 4 5 : 4 6 P M Au t o d e s k D o c s : / / 2 5 1 8 9 . 0 0 B e a c o n T h e W o o d s / 2 5 1 8 9 _ B e a c o n T h e W o o d s _ A r c h R 2 5 _ C e n t r a l . r v t 25189.00 JBG JBG RSN BEACON COMMUNITIES - THE WOODS Beacon Southworks - The Woods 505 Ellicott St. Suite 44 Buffalo, NY 14203 Ithaca, NY FE Project Number 2011.104-008 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com STREAM MITIGATION EXHIBIT C901 Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) STREAM SETBACK ZONE 2 LIMITS OF APPALACHIAN OAK - HICKORY FOREST STREAM SETBACK ZONE 1 LEGEND CROSSING #1 - PROPOSED 3'x12' OPEN BOTTOM BOX CULVERT MAINTAIN EXISTING STREAMBED MEDIUM STONE RIP-RAP NATIVE RIPARIAN SEED MIX A.SEED MIX: PROVIDE ERNST CONSERVATION SEEDS RIPARIAN BUFFER MIX (ERNMX-178), OR APPROVED EQUAL, CONSISTING OF NATIVE GRASSES AND HERBACEOUS SPECIES SUITABLE FOR RIPARIAN RESTORATION AND EROSION CONTROL. THE MIX SHALL INCLUDE VIRGINIA WILDRYE (Elymus virginicus), INDIAN GRASS (Sorghastrum nutans), BIG BLUE STEM (Andropogon gerardii), DEERTONGUE (Panicum clandestinum), SWITCHGRASS (Panicum virgatum), AND ASSOCIATED NATIVE RIPARIAN FORBS. THE MANUFACTURER'S CURRENT FORMULATION AT THE TIME OF PROCUREMENT SHALL GOVERN. B.APPLICATION RATE: APPLY ERNMX-178 AT A MINIMUM RATE OF 20 LBS/ACRE. PROVIDE A TEMPORARY COVER CROP IN ACCORDANCE WITH THE SEED MANUFACTURER'S RECOMMENDATIONS. C.SITE PREPARATION: PREPARE DISTURBED AREAS TO PROVIDE A FIRM, FRIABLE SEEDBED FREE OF DEBRIS, LARGE STONES, CONCENTRATED INVASIVE VEGETATION, AND OTHER CONDITIONS DETRIMENTAL TO SEED ESTABLISHMENT. AREAS CONTAINING JAPANESE KNOTWEED OR OTHER INVASIVE SPECIES SHALL BE TREATED OR MANAGED PRIOR TO SEEDING USING METHODS APPROPRIATE TO THE INVASIVE SPECIES PRESENT. D.INSTALLATION: SEED SHALL BE BROADCAST, DRILLED, OR HYDRAULICALLY APPLIED USING METHODS APPROPRIATE FOR THE SITE CONDITIONS. SEED SHALL BE UNIFORMLY DISTRIBUTED AND PLACED IN CONTACT WITH THE PREPARED SOIL. SEED DISTURBED PORTIONS OF THE STREAM SETBACK AS SOON AS PRACTICABLE FOLLOWING FINAL GRADING. E.SLOPE STABILIZATION: ON SLOPES (GREATER THAN 3:1) DESIGNATED FOR TURF REINFORCEMENT MATTING (TRM) OR OTHER EROSION-CONTROL BLANKET, INSTALL SEED IN CONJUNCTION WITH THE SPECIFIED STABILIZATION SYSTEM AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE PERMANENT STABILIZATION IMMEDIATELY FOLLOWING SEEDING. F.ESTABLISHMENT AND MAINTENANCE: MAINTAIN SEEDED AREAS UNTIL SATISFACTORY ESTABLISHMENT OF THE NATIVE VEGETATION. MONITOR AND CONTROL INVASIVE AND UNDESIRABLE VEGETATION DURING ESTABLISHMENT. REPAIR ERODED OR BARE AREAS AND RESEED AS NECESSARY. JAPANESE KNOTWEED AND OTHER PERSISTENT INVASIVE SPECIES SHALL BE MONITORED AND CONTROLLED TO PREVENT RECOLONIZATION OF RESTORED AREAS. G.SUBSTITUTIONS: EQUIVALENT NATIVE RIPARIAN SEED MIXTURES MAY BE SUBMITTED FOR APPROVAL. PROPOSED SUBSTITUTIONS SHALL BE SUITABLE FOR THE ANTICIPATED SOIL MOISTURE AND SLOPE CONDITIONS AND PROVIDE COMPARABLE NATIVE SPECIES DIVERSITY, EROSION-CONTROL CAPABILITY, AND RIPARIAN HABITAT VALUE. SLOPE INSTALLATION DETAIL Drawing Not To Scale 1.For all slopes greater than 3H:1V. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. 2.Begin at the top of the slope by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12" (30cm) of RECPs extended beyond the up-slope portion of the trench. Anchor the RECPs with a row of staples/stakes approximately 12" (30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12"(30cm) apart across the width of the RECPs. 3.Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4.The edges of parallel RECPs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the RECPs type. 5.Consecutive RECPs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire RECPs width. Drawn on: 3-16-11 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. 2"-5" (5-12.5cm) 3B 4 2 5 1 3A 12"(30cm) 6" (15cm) 6" (15cm) *NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECP's. 3"(7.5cm) 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-772-2040 www.tensarnagreen.com STREAM 'A' MITIGATION PLAN MEDIUM RIPRAP NATIVE RIPARIAN SEED MIX STREAM 'B' MITIGATION PLAN TURF REINFORCEMENT MATS STREAM 'A' STREAM 'B' Ernst Conservation Seeds 8884 Mercer Pike Meadville, PA 16335 (800) 873-3321 Fax (814) 336-5191 www.ernstseed.com Date:September 01, 2026 Riparian Buffer Mix - ERNMX-178 Botanical Name Common Name Price/Lb 20.00%Elymus virginicus, Madison-NY Ecotype Virginia Wildrye, Madison-NY Ecotype $10.83 19.50%Sorghastrum nutans, NY4 Ecotype Indiangrass, NY4 Ecotype $16.85 19.00%Andropogon gerardii, 'Pawnee'Big Bluestem, 'Pawnee'$11.45 15.20%Panicum clandestinum, Tioga Deertongue, Tioga $23.74 9.00%Panicum virgatum, 'Habitat'-NJ Ecotype Switchgrass, 'Habitat'-NJ Ecotype $12.32 3.60%Verbena hastata, PA Ecotype Blue Vervain, PA Ecotype $41.60 3.00%Rudbeckia hirta Blackeyed Susan $33.80 2.50%Asclepias incarnata, PA Ecotype Swamp Milkweed, PA Ecotype $192.40 2.20%Aster pilosus, PA Ecotype Heath Aster, PA Ecotype $234.00 2.00%Heliopsis helianthoides, PA Ecotype Oxeye Sunflower, PA Ecotype $36.40 1.30%Zizia aurea, PA Ecotype Golden Alexanders, PA Ecotype $62.40 0.90%Eupatorium perfoliatum, PA Ecotype Boneset, PA Ecotype $208.00 0.80%Pycnanthemum tenuifolium Narrowleaf Mountainmint $260.00 0.40%Monarda fistulosa, Fort Indiantown Gap-PA Ecotype Wild Bergamot, Fort Indiantown Gap-PA Ecotype $88.40 0.40%Aster umbellatus, PA Ecotype Flat Topped White Aster, PA Ecotype $520.00 0.20%Solidago rugosa, PA Ecotype Wrinkleleaf Goldenrod, PA Ecotype $312.00 100.00%Mix Price/Lb Bulk:$33.37 Seeding Rate:20 lb per acre with a cover crop at 30 lb per acre (dry sites - grain oats, Jan 1-Aug 1; or, grain rye, Aug 1-Jan 1. On wet sites use either grain rye (1 Sep to 30 Apr; 30 lbs/acre) or Japanese millet (1 May to 31 Aug; 10 lbs/acre). Grasses & Grass-like Species, Herbaceous Flowering Species, Mixes, Riparian Sites A diverse mix of upland and wetland grasses and forbs with extensive wildlife and pollinator value. Provides food and cover for many of our songbirds, pheasants, deer and turkey. Mix formulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. (800) 873-3321 • SALES@ERNSTSEED.COM 33 RI P A R I A N S I T E S FAST FACTS Riparian Sites are usually adjacent to rivers and waterways with soils often containing clay, high amounts of organic matter, and/or saturated sand. Examples: River and streambanks or damp floodplains of rivers and streams. 2026–27 CATALOG • ERNSTSEED.COM34 Eradicate existing vegetation by having a licensed spray technician apply an approved herbicide, such as glyphosate (Rodeo), triclopyr (Garlon® 3A), or a similar aquatic herbicide formulation, to control such undesirable vegetation as multiflora rose, honeysuckle, and woody species. CAUTION: Some persistent species, such as purple loosestrife, phragmites, Japanese knotweed, or reed canarygrass, may require multiple applications of glyphosate or triclopyr. Perennial weeds not addressed before establishment will be difficult to remove later. Before seeding, excess dead vegetation should be removed, turned under, or burned if conditions permit. Newly constructed riparian sites should be seeded as soon after construction as possible. S IT E PR E PA R ATI O N ERNMX-178 Riparian Buffer Mix along a small stream corridor. HABITAT Varies from partial shade to full sun; subject to flooding; generally populated with riparian and floodplain species. FERTILITY Due to the potential for water contamination, fertilizer is not recommended; however, we do recommend the addition of organic matter (straw, compost, mulch, leaf litter, etc.) when topsoil has been depleted or removed. Check soil pH, and adjust with lime as needed, or select species that adapt to that pH. SEEDING METHOD Hand seed, broadcast seed, or hydroseed. (800) 873-3321 • SALES@ERNSTSEED.COM 35 RI P A R I A N S I T E S PLANTING GUIDES FIRST GROWING SEASONWhenever canopy height (overall vegetation) reaches 18”-24”, trim the meadow to 8” using a brush hog mower or string trimmer. Trimming reduces competition by fast-growing weeds for sunlight, water, and nutrients needed by slower growing perennial natives. A lawn mower is not recommended as the mower height will be too low and native seedlings will be killed. If bioengineering materials were used on the site, mowing should be above the new growth of these materials. Trimming should cease by mid-September. Problem weeds should be hand pulled or spot sprayed with an approved herbicide, such as Rodeo® or Garlon® 3A. Be vigilant in controlling invasive vines, such as bindweed, mile-a-minute, and Japanese hops. These are more easily pulled early than after two to three months of growth. Be equally vigilant in the control of other invasive species, such as autumn olive and Japanese knotweed. SECOND & SUBSEQUENT GROWING SEASONSPrior to new spring growth reaching 2” (e.g., shortly after forsythia or redbud blooms), trim any remaining material from the previous year close to the ground (approximately 2”). This will G ROW I N G S E AS O N M A I N T E N A N C E allow the soil to warm more quickly, stimulating emergence and growth of native seedlings and reducing the likelihood of shrub invasion. If bioengineering materials were used on the site or seed of shrubs/trees were part of the mix, the site should not be trimmed after the establishment year. Problem weeds should be hand pulled or spot sprayed with an approved herbicide, such as Rodeo® or Garlon® 3A. Be vigilant in controlling vines or thorny plants if they were not part of the mix. These are more easily pulled early than after two to three months of growth. Examples include bindweed, multiflora rose, mile-a-minute, and Japanese hops. Be equally vigilant in the control of other invasive species, such as autumn olive and Japanese knotweed. SPECIAL CIRCUMSTANCES - SECOND GROWING SEASONIf there is a heavy infestation of ragweed or foxtail in the second growing season, trim the meadow to 8”. Trimming should cease by mid-September. GENERAL MAINTENANCEGrassy weeds or persistent perennials can re-establish in these soils. Monitor and control weeds by hand pulling or spot spraying. RIPARIAN SITES SEED MIXES ERNMX-128 Seasonally Flooded Wildlife Food Mix ERNMX-154 Floodplain Mix ERNMX-178 Riparian Buffer Mix Mix formulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. See “Disclaimer,” p. 15. For “Expectations of Native Species,” see p. 12. These mixes are good for vegetating riparian corridors or floodplains and provide food and/or cover for insects, birds, and animals. Bowman’s Creek re-setting and rehabilitation project in northeastern Pennsylvania. Credit: Adam Nordfors Before After Distributions Type I Type II Type II Backlight Shield Type III Type III Backlight Shield Type IV Type IV Backlight Shield Type V Square Color and Color Temperature 2200K 2700K 3000K Color Rendering Control Dummy The Lumenalta Bollard Directional features a sleek, cylindrical form designed for pedestrian areas. Its advanced optical system optimizes performance and reduces light spill, respecting the surrounding environment. Delivering up to 1,500 lumens, it offers precise Type I-V distributions to ensure optimal visibility and lighting control. Description Project Name Qty Type Catalog / Part Number Top View Front Views Dimensions 6: 6 in Features Optical System FFD: Directional Lens Finish CL: Clear Lens Total Height (Nominal) 2FT: 28 in, 3FT: 40 in Color and Color Temperature 22K: 2200K 27K: 2700K 30K: 3000K Distributions 1: Type I 2: Type II 2BLS: Type II Backlight Shield 3: Type III 3BLS: Type III Backlight Shield 4: Type IV 4BLS: Type IV Backlight Shield 5S: Type V Square Options Corrosion-Resistant Coating for Hostile Environments Surge Protector Button Type Photocell Ground Fault Duplex Receptacle Duplex Receptacle with USB A and USB C Vibration Rated for Bridge and Overpass Normal Vibration Rating Warranty 5-year limited warranty Specification Sheet LumenaltaBollard Directional DarkSkyALTB 1220 Marie-Victorin Blvd., Longueuil, QC, J4G 2H9, CAN | T 514.937.3003 | 1.877.937.3003 | info@lumenpulse.comwww.lumenpulse.com www.lumenpulse.com/products/5488 LMPG Inc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.2026.05.12 Copyright © 2026 LMPG Inc.SA - R1 1 / 12 How to Order Housing Dimensions Voltage Total Height(Nominal)Optical System Head Height Lens Finish Output (NominalLumens) Color and ColorTemperature Color Rendering Distributions Notes: (3) (3) (3) (3) ALTBLumenaltaBollard 66 in 120120 Volts 208208 Volts 240240 Volts 277277 Volts 347347 Volts (1) (2) 480480 Volts (1) (2) 2FT28 in 3FT40 in FFDDirectional H66 in CLClear Lens N05500 lm (4) XS07750lm (4) XS101000lm (4) XS151500lm 22K2200K 27K2700K 30K3000K CRI 70CRI 70+ (5) CRI 80CRI 80+ CRI 90CRI 90+ (6) 1Type I 2Type II 2BLSType IIBacklightShield 3Type III 3BLSType IIIBacklightShield 4Type IV 4BLSType IVBacklightShield 5SType V Square 1. Not available with LT control option.2. Not available with PB Button Type Photocell option. 3. See DarkSky Approved Configuration Table for eligible Output, Color and Color Temperature, Color Rendering and Distribution combinations. All DarkSky product configurations must be validated using the product configurator on the Lumenpulse website. An icon will appear to confirm a valid product configuration. 4. The 0-10V control signal from the dimmer must be lower than 0.5V (+/- 150mV) to achieve Dim-to-Off.5. Not available with 22K and 27K color temperatures. 6. Not available with 22K color temperature. Specification Sheet LumenaltaBollard Directional DarkSkyALTB 1220 Marie-Victorin Blvd., Longueuil, QC, J4G 2H9, CAN | T 514.937.3003 | 1.877.937.3003 | info@lumenpulse.comwww.lumenpulse.com www.lumenpulse.com/products/5488 LMPG Inc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.2026.05.12 Copyright © 2026 LMPG Inc.SA - R1 11 / 12 Distributions Type II Backlight Shield Type III Type III Backlight Shield Type V Square Color and Color Temperature 2200K 2700K 3000K Color Rendering Control DarkSky Certification Lumencycle™ Program Dummy The Lumenalta Small Post-Top Directional features a sleek, cylindrical form designed for parking lots, shared vehicle- pedestrian areas, pedestrian pathways, cyclepaths, and residential streets. Its advanced optical system optimizes performance and reduces light spill, respecting the surrounding environment. Delivering up to 8,000 lumens, it offers precise Type I-V distributions to ensure optimal visibility and lighting control. Description Project Name Qty Type Catalog / Part Number Top Views Front Views Decorative Top Options SPN00: No Decorative Top SPN01: Flat SPN02: Domed SPN03: Conic SPN04: Curved Features Optical System FFD: Directional Lens Finish CL: Clear Lens Color and Color Temperature 22K: 2200K 27K: 2700K 30K: 3000K Distributions 2BLS: Type II Backlight Shield 3: Type III 3BLS: Type III Backlight Shield 5S: Type V Square Optical Option HL: Honeycomb Louver Options Corrosion-Resistant Coating for Hostile Environments Surge Protector Button Type Photocell 3-Pin Receptacle With or Without Shorting Cap 5-Pin Receptacle With or Without Shorting Cap Vibration Rated for Bridge and Overpass Normal Vibration Rating Specification Sheet LumenaltaSmall Post-Top Directional DarkSkyALTS 1220 Marie-Victorin Blvd., Longueuil, QC, J4G 2H9, CAN | T 514.937.3003 | 1.877.937.3003 | info@lumenpulse.comwww.lumenpulse.com www.lumenpulse.com/products/5487 LMPG Inc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.2026.05.12 Copyright © 2026 LMPG Inc.SA - R1 1 / 10 How to Order Housing Mounting Voltage Decorative TopOptions Optical System Head Height Lens Finish Output (NominalLumens)Color and ColorTemperature Color Rendering Distributions Notes: ALTSLumenaltaSmall TNTenon Mount 120120 Volts 208208 Volts 240240 Volts 277277 Volts 347347 Volts (1) (2) 480480 Volts (1) (2) (3) SPN00No DecorativeTop SPN01Flat SPN02Domed SPN03Conic SPN04Curved FFDDirectional H1818 in CLClear Lens S101000lm S151500lm S202000lm S252500lm M303000lm M404000lm M606000lm M808000lm 22K2200K 27K2700K 30K3000K CRI 70CRI 70+ (4) CRI 80CRI 80+ CRI 90CRI 90+ (5) 2BLSType IIBacklightShield 3Type III 3BLSType IIIBacklightShield 5SType V Square 1. Not available with LT control option. 2. Not available with PB Button Type Photocell option.3. Not available with M80 Output. 4. Not available with 22K and 27K color temperatures. 5. Not available with 22K color temperature. Specification Sheet LumenaltaSmall Post-Top Directional DarkSkyALTS 1220 Marie-Victorin Blvd., Longueuil, QC, J4G 2H9, CAN | T 514.937.3003 | 1.877.937.3003 | info@lumenpulse.comwww.lumenpulse.com www.lumenpulse.com/products/5487 LMPG Inc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.2026.05.12 Copyright © 2026 LMPG Inc.SA - R1 9 / 10 Distributions Type II Backlight Shield Type III Type III Backlight Shield Type V Square Color and Color Temperature 2200K 2700K 3000K Color Rendering Control DarkSky Certification Lumencycle™ Program Dummy The Lumenalta Small Post-Top Directional features a sleek, cylindrical form designed for parking lots, shared vehicle- pedestrian areas, pedestrian pathways, cyclepaths, and residential streets. Its advanced optical system optimizes performance and reduces light spill, respecting the surrounding environment. Delivering up to 8,000 lumens, it offers precise Type I-V distributions to ensure optimal visibility and lighting control. Description Project Name Qty Type Catalog / Part Number Top Views Front Views Decorative Top Options SPN00: No Decorative Top SPN01: Flat SPN02: Domed SPN03: Conic SPN04: Curved Features Optical System FFD: Directional Lens Finish CL: Clear Lens Color and Color Temperature 22K: 2200K 27K: 2700K 30K: 3000K Distributions 2BLS: Type II Backlight Shield 3: Type III 3BLS: Type III Backlight Shield 5S: Type V Square Optical Option HL: Honeycomb Louver Options Corrosion-Resistant Coating for Hostile Environments Surge Protector Button Type Photocell 3-Pin Receptacle With or Without Shorting Cap 5-Pin Receptacle With or Without Shorting Cap Vibration Rated for Bridge and Overpass Normal Vibration Rating Specification Sheet LumenaltaSmall Post-Top Directional DarkSkyALTS 1220 Marie-Victorin Blvd., Longueuil, QC, J4G 2H9, CAN | T 514.937.3003 | 1.877.937.3003 | info@lumenpulse.comwww.lumenpulse.com www.lumenpulse.com/products/5487 LMPG Inc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.2026.05.12 Copyright © 2026 LMPG Inc.SA - R1 1 / 10 How to Order Housing Mounting Voltage Decorative TopOptions Optical System Head Height Lens Finish Output (NominalLumens)Color and ColorTemperature Color Rendering Distributions Notes: ALTSLumenaltaSmall TNTenon Mount 120120 Volts 208208 Volts 240240 Volts 277277 Volts 347347 Volts (1) (2) 480480 Volts (1) (2) (3) SPN00No DecorativeTop SPN01Flat SPN02Domed SPN03Conic SPN04Curved FFDDirectional H1818 in CLClear Lens S101000lm S151500lm S202000lm S252500lm M303000lm M404000lm M606000lm M808000lm 22K2200K 27K2700K 30K3000K CRI 70CRI 70+ (4) CRI 80CRI 80+ CRI 90CRI 90+ (5) 2BLSType IIBacklightShield 3Type III 3BLSType IIIBacklightShield 5SType V Square 1. Not available with LT control option. 2. Not available with PB Button Type Photocell option.3. Not available with M80 Output. 4. Not available with 22K and 27K color temperatures. 5. Not available with 22K color temperature. Specification Sheet LumenaltaSmall Post-Top Directional DarkSkyALTS 1220 Marie-Victorin Blvd., Longueuil, QC, J4G 2H9, CAN | T 514.937.3003 | 1.877.937.3003 | info@lumenpulse.comwww.lumenpulse.com www.lumenpulse.com/products/5487 LMPG Inc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.2026.05.12 Copyright © 2026 LMPG Inc.SA - R1 9 / 10 Project Catalog #Type Prepared by Notes Date PS500052EN page 1October 25, 2025 7:03 PM Quick Facts • Lumen packages range from 3,300 - 102,700 (33W - 658W) • 22 optical distributions • Efficacy up to 178 LPW Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Distributions page 5 • Product Specifications page 5 • Energy and Performance Data page 6 • Control Options page 17 Dimensional Details Area / Site Luminaire McGraw-Edison GALN Galleon II "A" "A" "B"9 1/2"241mm 3-3/4"[94mm] "A"9-1/2" [241mm]"B" "A" "B"9 1/2"241mm Number of Light Squares Width "A" Housing Length "B" Weight with Standard or QM Arm EPA with Standard or QM Arm 1-4 16"22"29 lb 0.95 5-6 22"22"39 lb 0.95 7-9 22"28-1/8"48 lb 1.1 NOTES: For arm selection requirements and additional line art, see Mounting Details section. Connected Systems • Wavelinx LITE Wireless• Wavelinx PRO Wireless• AirMesh Wireless Standard Pole Mount Arm 1 Product Certifications Product Features Pole Drilling Pattern Type "N"TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] Light ARchitectTMAVAILABLE COMPLIANT OPTIONSBAABUY AMERICAN ACT available COMPLIANT OPTIONSBABABuild Americ a Buy America NOTES:1. IDA Certified (3000K CCT and warmer only, fixed mounting options) GALN Galleon IIMcGraw-Edison PS500052EN page 2October 25, 2025 7:03 PM Product Family 1, 2 Light Engine Configuration Color Temperature Voltage Distribution Mounting FinishLightSquareSquareCountLumenOutput GALN=Galleon IIBAA-GALN=Galleon IIBuy American Act Compliant 26 TAA-GALN=Galleon IITrade Agreements ActCompliant 26 BABA-GALN=Galleon II BABA/IIJA Compliant 38 SA=16 LED Light SquareSB=26 LED Light Square 1=1 Light Square2=2 Light Squares3=3 Light Squares4=4 Light Squares5=5 Light Squares6=6 Light Squares7=7 Light Squares8=8 Light Squares9=9 Light Squares A=Output Level 1B=Output Level 2C=Output Level 3D=Output Level 4 4, 16 Z=Configured Output32 722=70CRI, 2200K727=70CRI, 2700K730=70CRI, 3000K735=70CRI, 3500K740=70CRI, 4000K 750=70CRI, 5000K 760=70CRI, 6000K 827=80CRI, 2700K830=80CRI, 3000K835=80CRI, 3500K840=80CRI, 4000K930=90CRI, 3000K935=90CRI, 3500K940=90CRI, 4000K950=90CRI, 5000K AMB=Amber14, 16 U=120-277VH=347V-480V 7, 29 1=120V 2=208V 3=240V 4=277V 8=480V 7, 29 9=347V 7 DV=277V-480V DuraVoltDrivers 28, 29, 30 T1=Type IT2=Type IIT2R=Type II RoadwayT3=Type IIIT3R=Type III RoadwayT4FT=Type IV Forward ThrowT4W=Type IV Wide5NQ=Type V Narrow5MQ=Type V Square Medium5WQ=Type V Square WideSL2=Type II w/Spill ControlSL3=Type III w/Spill ControlSL4=Type IV w/Spill ControlSLL=90° Spill Light Eliminator LeftSLR=90° Spill Light Eliminator Right RW=Rectangular Wide Type IAFL=Automotive FrontlineT2BC=Type II w/ Backlight Control 39 T3BC=Type III w/ Backlight Control 39 T4BC=Type IV w/ Backlight Control 39 LBC=90° Left w/ Backlight Control 39 RBC=90° Right w/ Backlight Control 39 [Blank]=Standard Pole Mount ArmQU=Quick Mount Universal ArmQM=Pole Mount Arm with Quick Mount AdaptorPA=Pole Mount, AdjustableSP=3” Slipfitter, Adjustable 8 SP2=2-3/8” Slipfitter, Adjustable 8 QMA=Quick Mount Mast Arm, FixedMA=Mast Arm, FixedWM=Wall Mount, FixedWA=Wall Mount, AdjustableUP=Upswept Arm AP=GreyBZ=BronzeBK=BlackDP=Dark PlatinumGM=Graphite MetallicWH=WhiteRALXX=Custom Color Ordering Information SAMPLE NUMBER: GALN-SA4C-740-U-T4FT-GM Options (Add as Suffix)Controls and Systems Options (Add as Suffix)Accessories (Order Separately) 27 DIM=External 0-10V Dimming Leads 19 F= Single Fuse (120, 277 or 347V Specify Voltage)FF=Double Fuse (208, 240 or 480V Specify Voltage)20K=20kV UL 1449 fused surge protective device 10 2L=Two Circuits 10 HA=50°C High Ambient 16 HSS=Installed House Side Shield 17 BCS=Backlight Control Shield 17, 37 GRSBK=Glare Reducing Shield, Black 22 GRSWH=Glare Reducing Shield, White 22 LCF=Light Square Trim Painted to Match Housing 25 TH=Tool-less Door Hardware 5 CC=Coastal Construction finish 3 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right3SDCM=3 Standard Deviation Color Matching 36 AHD145=After Hours Dim, 5 Hours 21 AHD245=After Hours Dim, 6 Hours 21 AHD255=After Hours Dim, 7 Hours 21 AHD355=After Hours Dim, 8 Hours 21 DALI=DALI DriversCDW=Non-programmable Drivers 41 BPC=Button Type Photocontrol. Must specify voltage 120V, 208V, 240V or 277V. 6 PR=NEMA 3-PIN Photocontrol ReceptaclePR7=NEMA 7-PIN Photocontrol Receptacle 20 FADC=Field Adjustable Dimming Controller 31 PSC=Photocontrol Shorting CapSPB2=Dimming Motion Sensor, 9’-20’ mounting 23 SPB4=Dimming Motion Sensor, 21’-40’ mounting 23 SPB2/X=Dimming Motion Sensor, limited square count, 9’-20’ mounting 23 SPB4/X=Dimming Motion Sensor, limited square count, 21’-40’ mounting 23 MS/DIM-L20=Motion Sensor for Dimming Operation, 9’-20’ Mounting 33, 40 MS/DIM-L40=Motion Sensor for Dimming Operation, 21’-40’ Mounting 33, 40 WLS2XX=WaveLinx LITE, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 12, 18, 34 WLS4XX=WaveLinx LITE, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 12, 18, 34 WPS2XX=WaveLinx PRO, SR Driver, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 12, 13, 18, 34 WPS4XX=WaveLinx PRO, SR Driver, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 12, 13, 18, 34 DIM10-L20=AirMesh Occupancy Sensor (9’-20’ Mounting) 18, 35 DIM10-L40=AirMesh Occupancy Sensor (21’-40’ Mounting) 18, 35 OA/RA1016=NEMA Photocontrol Multi-Tap - 105-285VOA/RA1027=NEMA Photocontrol - 480VOA/RA1201=NEMA Photocontrol - 347VOA/RA1013=Photocontrol Shorting CapOA/RA1014=120V PhotocontrolMA1252=10kV Surge Module ReplacementMA1036-XX=Single Tenon Adapter for 2-3/8” O.D. TenonMA1037-XX=2@180° Tenon Adapter for 2-3/8” O.D. TenonMA1197-XX=3@120° Tenon Adapter for 2-3/8” O.D. TenonMA1188-XX=4@90° Tenon Adapter for 2-3/8” O.D. TenonMA1189-XX=2@90° Tenon Adapter for 2-3/8” O.D. TenonMA1190-XX=3@90° Tenon Adapter for 2-3/8” O.D. TenonMA1191-XX=2@120° Tenon Adapter for 2-3/8” O.D. TenonMA1038-XX=Single Tenon Adapter for 3-1/2” O.D. TenonMA1039-XX=2@180° Tenon Adapter for 3-1/2” O.D. TenonMA1192-XX=3@120° Tenon Adapter for 3-1/2” O.D. TenonMA1193-XX=4@90° Tenon Adapter for 3-1/2” O.D. TenonMA1194-XX=2@90° Tenon Adapter for 3-1/2” O.D. TenonMA1195-XX=3@90° Tenon Adapter for 3-1/2” O.D. Tenon SRA238=Adapter kit for mounting 3” SP arm to 2-3/8” O.D. vertical tenonFSIR-100=Wireless Configuration Tool for MS/DIM 33 LS/HSS=Field Installed House Side Shield for SA Light Squares 9, 17 LS/HSS-SB=Field Installed House Side Shield for SB Light Squares 9, 17 LS/BCS=Backlight Control Shield 9, 17, 37 LS/GRSBK-2PK =Glare Reducing Shield, Black 9, 22 LS/GRSWH-2PK =Glare Reducing Shield, White 9, 22 LS/PFS=Perimeter Shield, Black 15 WOLC-7P-10A=WaveLinx Outdoor Control Module 11, 18, 13 TL7-G1-HV= AirMesh 7-PIN node, 110-480V 11, 18, 35 CBSSW-450-002= AirMesh central base station with 5-button control 35 NOTES:1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional support information.2. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details.3. Coastal construction finish salt spray tested to over 5,000-hours per ASTM B117, with a scribe rating of 9 per ASTM D1654. Not available with TH option.4. When using SA light squares, Output Level 4 not available with color temperatures 722, 727, 827, 830 or 930 when HSS is used.5. TH option not 3G rated. Not available with Coastal Construction (CC) option.6. Not available with voltage options H, 8 or 9.7. Not available with SB1A or SB2A configurations. Not available in combination with HA high ambient and sensor options at Output Level 3. H voltage not available with sensor options, choose voltage 8 or 9. 8. SP arm limited to 3” O.D. vertical tenon. SP2 limited to 2-3/8” O.D. vertical tenon.9. One required for each Light Square.10. 2L is not available with SB light squares. Not available with SPB at 347V or 480V. Not available with WaveLinx or 20kV surge option.11. Requires PR7.12. Replace XX with sensor color (WH, BZ or BK.). 13. WAC Gateway required to enable field-configurability: Order WAC-PoE and WPOE-120 (10V to PoE injector) power supply if needed. WAC not required for LC Bluetooth sensors. 14. Narrow-band 590nm +/- 5nm for wildlife and observatory use. Choose Output Level 1; supplied at 500mA drive current only. Not available with SB light squares. Exact luminaire wattage available in IES files. Available with 5WQ, 5MQ, SL2, SL3 and SL4 distributions. Can be used with HSS option. 15. Set of 4 pcs. One set required per Light Square.16. HA option not available with Output Level 4 or AMB Amber.17. Not for use with T1, 5NQ, 5MQ, 5WQ or RW optics. 18. Cannot be used with other control options.19. Low voltage control lead brought out 18” outside fixture. Not available with DALI or integrated controls options.20. Not available if any SPB, or WaveLinx sensor is selected. Motion sensor has an integral photocell.21. Requires the use of BPC photocontrol or the PR7 or PR photocontrol receptacle with photocontrol accessory. Not available with SB light squares when using Output Level 4.22. Not for use with T1, T4FT, T4W or SL optics. See IES files for details. Not available with SB light squares. 23.Sensor configuration mobile application required for configuration. See controls page for details.24.Replace X with number of Light Squares controlled by the SPB, referencing the “SPB/X Availability Table” on the controls page.25.Not available with HSS, GRSWH or GRSBK.26.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.27.For BAA or TAA requirements, Accessories sold separately will be separately analyzed under domestic preference requirements. Consult factory for further information.28.DuraVolt drivers feature added protection from power quality issues such as loss of neutral, transients and voltage fluctuations. Visit www.signify.com/duravolt for more information.29.480V not to be used with ungrounded or impedance grounded systems.30.Not available with SA1A or SA1B. Not available with SB1, or any SB configuration using Output Level 1. Not available with any control option except SPB31.Cannot be used with DALI, PR7, or other motion response control options. Not available with SB light squares when using Output Level 4.32.Use GALN Product Configurator to specify lumen output, drive current and wattage. Not available with AMB. Not available with SB light squares.33.Uses the FSP-211 motion sensor. The FSIR-100 configuration tool is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Cooper Lighting Solutions for more information.34.Controls system is not available with photocontrol receptacles (PR , PR7) or other controls systems (FADC, SPBx).35.Requires AirMesh central base station CBSSW-450-002 and Synapse commissioning for operation.36.3-step MacAdam ellipse binning. Available in 740 CRI/CCT only. Longer lead times apply, consult your lighting representative at Cooper Lighting Solutions for more information.37.Not available with SB light squares.38.Only product configurations with these prefixes are built to be compliant with theBuy American Act of 1933 (BAA) or the Build America Buy America Act (BABA).BABA is the minimum Government compliance requirement for the Build America Buy America standards which is part of the Infrastructure and Investment JobsAct (IIJA). Individual Government Agencies may have more stringent compliancestandards. Please refer to the DOMESTIC PREFERENCES website or consult the CLSDomestic Preferences team for more information. Components shipped separatelymay be separately analyzed under domestic preference requirements.39.Select SA light square. Only available with Output Levels 1, 2 or 3. Not compatible with HSS, GRS, BCS or PFS shield options, or LCF.40.Not compatible with DALI. 41. Uses non-NFC (Near Field Communication) drivers to eliminate field-programmability. Kendo 45M Wet - Static White Linear Illumination System www.luminii.com T: 224-333-6033REV0.2 021720261 | 10 *LUMINII RESERVES THE RIGHTS TO CHANGE SPECIFICATION & INSTRUCTION WITHOUT NOTICE Technical Information 0.75" up to144" Left End Right End 0.75" 0.75" Features • 24VDC Class 2 and wet rated fixtures made to order up to 144”. Fixtures can be linked up to 90’ depending on output • Suitable for undercabinet, casework/millwork, surface mount, direct view, cove, outdoor, wet, curtain pocket, toe kick, architectural reveals, banister/handrail, and accent lighting applications • Class 2 listed for damp locations • Dot free even illumination with frosted lens • Proprietary strong bond solder method handles up to 50 lbs of pull force on wire leads and connectors • Vibrant Color options offer premium color quality with R9 values up to 97 • High Efficacy options offer best in class output and efficacy with over 680 lm/ft and up to 97 lm/W • Average Life (L70): 50,000hrs • 5 year warranty Warm NickelMatte Black Chrome White Polished Gold Aged Brass BronzeBlack Silver Anodized Finish Options Base PowderCoat Premium (see page 3 for additional information) Ordering Code MODEL LENGTH1 OUTPUT2 CCT LENS MOUNTING ------ K45MW-Kendo 45 M Wet 12"–144"1" increments VC72VLOVC72LOVC72SOVC72MOVC72HOVC72VHO ------ Very LowLowStandardMediumHighVery High 27K30K35K40K ---- 2700K3000K3500K4000K CF13 --- Clear Frosted13° Semi-Frosted CB-Concealed Bracket 12”–144”2” increments HE64VLOHE64LOHE64SOHE64MOHE64HOHE64VHO ------ Very LowLowStandardMediumHighVery High 27K30K35K40K ---- 2700K3000K3500K4000K 1 - Custom lengths and increments are available, please consult Inside Sales with specific request.2 - Title 24 JA8 achievable depending on Output, CCT, and Lens selections. See multiplier charts to calculate specific efficacies.3 - Non Base finishes may have extended lead times. Custom RALs are available, please consult Inside Sales with specific request. 4 - Polished Gold finishes and Chrome finishes have a maximum fixture length of 96”.5 - LNPF - RNPF is not a valid configuration option FINISH3 FEED POSITION LEFT5 FEED POSITION RIGHT5 -- BASE WIRE LEADS (72”)WIRE LEADS (72”)SA-Silver Anodized LWELWBLNPF --- Wire End FeedWire Back FeedNo Power Feed RWERWBRNPF --- Wire End FeedWire Back FeedNo Power FeedPOWDER COATBKBZWH --- BlackBronzeWhite PREMIUM QUICK CONNECTS (6”)QUICK CONNECTS (6”)MBKWNABPGCH ----- Matte BlackWarm NickelAged BrassPolished Gold4 Chrome4 LFELFBLNPF --- Female Q/C, End FeedFemale Q/C, Back FeedNo Power Feed RFERFBRNPF --- Female Q/C, End FeedFemale Q/C, Back FeedNo Power Feed TYPE High Efficacy HE64 OUTPUT OPTIONS HE64VLO HE64LO HE64SO HE64MO HE64HO HE64VHO Lumens Output (3000K)(with a Clear Lens)85 lm/ft 185 lm/ft 265 lm/ft 352 lm/ft 500 lm/ft 686 lm/ft Average Power Consumption(for a 4’ section)1 W/ ft 1.9 W/ ft 2.9 W/ ft 3.8 W/ ft 5.6 W/ ft 7.1 W/ ft Efficacy 85 lm/W 97 lm/W 91 lm/W 93 lm/W 89 lm/W 97 lm/W Max Run Length(in series)90 ft 55 ft 34.9 ft 26 ft 17 ft 13 ft Ambient Operating Temperature Range*-13°F -- 122°F -13°F -- 113°F( -25°C -- 50°C )( -25°C -- 45°C ) *Ambient Operating Temperature Range to maintain L70 of 50k+ hours in normal mounting conditions for the fixture. Exceeding Ambient Operating Temperature Range may result in decreased life/output. Consult Technical Support for specific inquiries. Vibrant Color (VC72) CCT Multiplier(ref. - 30K) TM-30 CRI Rf Rg R9 2700K 0.79 96 89 95 97 3000K 1.00 96 93 97 87 3500K 1.03 97 94 99 89 4000K 1.05 96 95 101 90 High Efficacy (HE64) CCT Multiplier(ref. - 30K) TM-30 CRI Rf Rg R9 2700K 0.90 96 89 94 74 3000K 1.00 96 91 97 69 3500K 1.05 97 92 101 78 4000K 1.09 96 90 99 73 TYPE Vibrant Color VC72 OUTPUT OPTIONS VC72VLO VC72LO VC72SO VC72MO VC72HO VC72VHO Lumens Output (3000K)(with a Clear Lens)77 lm/ft 197 lm/ft 262 lm/ft 346 lm/ft 418 lm/ft 557 lm/ft Average Power Consumption(for a 4’ section)1.1 W/ft 2.8 W/ft 3.7 W/ft 4.9 W/ft 5.9 W/ft 7.9 W/ft Efficacy 70 lm/W 70 lm/W 71 lm/W 71 lm/W 71 lm/W 71 lm/W Max Run Length(in series)56.9 ft 32 ft 28 ft 24 ft 21 ft 18 ft Ambient Operating Temperature Range*-13°F -- 122°F -13°F -- 104°F( -25°C -- 50°C )( -25°C -- 40°C ) *Ambient Operating Temperature Range to maintain L70 of 50k+ hours in normal mounting conditions for the fixture. Exceeding Ambient Operating Temperature Range may result in decreased life/output. Consult Technical Support for specific inquiries. BAA &BABA Project Catalog #Type Prepared by Notes Date PS514255325EN page 1March 23, 2026 10:07 AM •Available in 12W, 18W, 26, & 38W (900 - 3,100 lumens) models •Available in 5000K or 4000K (CCT) •Wall, inverted or pole mount •Energy and maintenance savings up to 95% compared to HID •Energy efficient illumination results in up to 177LPW •Replaces 70W up to 450W HID equivalents •Optional floodlighting kit converts from wall to floodlight, and pole mount Interactive Menu • Ordering Information page 2 • Product Specifications page 2 • Energy and Performance Data page 3 Dimensional Details Wall Mount Luminaire Lumark Crosstour Series Product Certifications & Features 12W, 18W, 26W5-3/4" [146mm]38W6-5/8" [168mm] 12W, 18W, 26W6-3/4" [171mm]38W8" [203mm] 12W, 18W, 26W3-5/8" [92mm]38W4" [102mm] 8-3/4"6-1/4"[159mm] 11"[279mm] 17-1/2" [445mm] 10"[254mm] 10" [254mm] 17-1/2"[445mm] 19-1/4" Crosstour Full Cut-off Crosstour MAXX Full Cut-off Crosstour Escutcheon Plates Crosstour MAXX Escutcheon Plate Quick Facts Lumark Crosstour Series PS514255325EN page 2March 23, 2026 10:07 AM Crosstour Stock Ordering Information Ordering Information SAMPLE NUMBER: XTOR2B-W-WT-PC1 Domestic Preferences Series 1 LED Kelvin Color Housing Color Options (Add as Suffix)Accessories (Order Separately) [Blank]=StandardBAA=Buy American Act 7 TAA=Trade Agreements Act 7 BABA=Build America Buy America Act 8 XTOR1B=Small Door, 12WXTOR2B=Small Door, 18WXTOR3B=Small Door, 26WXTOR4B=Medium Door, 38W [Blank]=Bright White (Standard), 5000KW=Neutral White, 4000KY=Warm White, 3000K [Blank]=Carbon Bronze (Standard)WT=Summit WhiteBK=BlackBZ=BronzeAP=GreyGM=Graphite MetallicDP=Dark Platinum PC1=Photocontrol 120V 2 PC2=Photocontrol 208-277V 2, 3 347V=347V 4 HA=50ºC High Ambient 4 XTORFLD-KNC=Knuckle Floodlight Kit 6 XTORFLD-TRN=Trunnion Floodlight Kit 6 XTORFLD-KNC-WT=Knuckle Floodlight Kit, Summit White 6 XTORFLD-TRN-WT=Trunnion Floodlight Kit, Summit White 6 EWP/XTOR=Escutcheon Wall Plate, Carbon BronzeEWP/XTOR-WT=Escutcheon Wall Plate, Summit White Full CutoffXTOR6B=MAXX, 58WXTOR8B=MAXX, 81WXTOR12B=MAXX, 102W Refractive LensXTOR6BRL=MAXX, 58WXTOR8BRL=MAXX, 81WXTOR12BRL=MAXX, 102W 347V=347V 9, 10, 11, 12 480V=480V 9, 10, 11, 12, 13 PC1=Photocontrol 120V 7PC2=Photocontrol 208-277V 14, 15 PMA=Pole Mount Arm (C Drilling) with Round Adapter 10, 16 MS-L20=Motion Sensor for ON/OFF Operation 9, 10, 17, 18 MS/DIM-L20=Motion Sensor for Dimming Operation 9, 10, 17, 18, 19, 20, 21 CBP=Cold Weather Battery Pack 9, 10, 22, 23, 24 HA=50ºC High Ambient 24 PB120V=Field Installed 120V PhotocontrolPB277V BUTTON PC=Field Installed 208-277V Photocontrol 15 VA1040-XX=Single Tenon Adapter for 3-1/2” O.D. Tenon 25 VA1041-XX=2@180° Tenon Adapter for 3-1/2” O.D. Tenon 25 VA1042-XX=3@120° Tenon Adapter for 3-1/2” O.D. Tenon 25 VA1043-XX=4@90° Tenon Adapter for 3-1/2” O.D. Tenon 25 VA1044-XX=2@90° Tenon Adapter for 3-1/2” O.D. Tenon 25 VA1045-XX=3@90° Tenon Adapter for 3-1/2” O.D. Tenon 25 VA1046-XX=2@120° Tenon Adapter for 3-1/2” O.D. Tenon 25 VA1033-XX=Single Tenon Adapter for 2-3/8” O.D. Tenon 25 VA1034-XX=2@180° Tenon Adapter for 2-3/8” O.D. Tenon 25 VA1035-XX=3@120° Tenon Adapter for 2-3/8” O.D. Tenon 25 VA1036-XX=4@90° Tenon Adapter for 2-3/8” O.D. Tenon 25 VA1037-XX=2@90° Tenon Adapter for 2-3/8” O.D. Tenon 25 VA1038-XX=3@90° Tenon Adapter for 2-3/8” O.D. Tenon 25 VA1039-XX=2@120° Tenon Adapter for 2-3/8” O.D. Tenon 25 EWP/XTORMX=Escutcheon Wall Plate, Carbon BronzeEWP/XTORMX-WT=Escutcheon Wall Plate, Summit WhiteFSIR-100=Wireless Configuration Tool for Occupancy Sensor 14 NOTES:1. DesignLights Consortium® Qualified and classified for both DLC Standard and DLC Premium, refer to designlights.org for details.2. Photocontrols are factory installed. 3. Order PC2 for 347V models. 4. Thru-branch wiring not available with HA option or with 347V. XTOR3B not available with HA and 347V or 120V combination. 5. Wire guard for wall/surface mount. Not for use with floodlight kit accessory. 6. Floodlight kit accessory supplied with knuckle (KNC) or trunnion (TRN) base, small and large top visors and small and large impact shields.7. 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.8. Only product configurations with these prefixes are built to be compliant with the Buy American Act of 1933 (BAA) or the Build America Buy America Act (BABA). BABA is the minimum Government compliance requirement for the Build America Buy America standards which is part of the Infrastructure and Investment Jobs Act (IIJA). Individual Government Agencies may have more stringent compliance standards. Please refer to the DOMESTIC PREFERENCES website or consult the CLS Domestic Preferences team for more information. Components shipped separately may be separately analyzed under domestic preference requirements. 9. Not available with HA option. 10. Deep back box is standard for 347V, 480V, CBP, PMA, MS-L20 and MS/DIM-L20. 11. Not available with CBP option. 12. Thru-branch wiring not available with HA option or with 347V. 13. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 14. Not available with MS-L20 and MS/DIM-L20 options. 15. Use PC2 with 347V or 480V option for photocontrol. Factory wired to 208-277V lead. 16. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional support information. 17. For use in downlight orientation only. Optimal coverage at mounting heights of 9’-20’.18. 120V thru 277V only. 19. Factory set to 50% power reduction after 15-minutes of inactivity. Dimming driver included. 20. Includes integral photo sensor. 21. The FSIR-100 configuration tool is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff, and more. Consult your lighting representative at Eaton for more information.22. 120V or 277V operation only.23. Operating temperatures -20°C to 25°C. 24. Not available in XTOR12B or XTOR12BRL models. 25. Replace XX with housing color. 12W Series 18W Series 26W Series 38W Series XTOR1B=12W, 5000K, Carbon Bronze XTOR2B=18W, 5000K, Carbon Bronze XTOR3B=26W, 5000K, Carbon Bronze XTOR4B=38W, 5000K, Carbon Bronze XTOR1B-WT=12W, 5000K, Summit White XTOR2B-W=18W, 4000K, Carbon Bronze XTOR3B-W=26W, 4000K, Carbon Bronze XTOR4B-W=38W, 4000K, Carbon Bronze XTOR1B-PC1=12W, 5000K, 120V PC, Carbon Bronze XTOR2B-WT=18W, 5000K, Summit White XTOR3B-WT=26W, 5000K, Summit White XTOR4B-WT=38W, 5000K, Summit White XTOR1B-W=12W, 4000K, Carbon Bronze XTOR2B-PC1= 18W, 5000K, 120V PC, Carbon Bronze XTOR3B-PC1= 26W, 5000K, 120V PC, Carbon Bronze XTOR4B-PC1= 38W, 5000K, 120V PC, Carbon Bronze XTOR2B-W-PC1= 18W, 4000K, 120V PC, Carbon Bronze XTOR3B-W-PC1=26W, 4000K, 120V PC, Carbon Bronze XTOR4B-W-PC1= 38W, 4000K, 120V PC, Carbon Bronze XTOR2B-347V= 18W, 5000K, Carbon Bronze, 347V XTOR3B-347V=26W, 5000K, Carbon Bronze, 347V XTOR4B-347V=38W, 5000K, Carbon Bronze, 347V XTOR2B-WT-PC1=18W, 5000K, 120V PC, Summit White XTOR3B-PC2=26W, 5000K, 208-277V PC, Carbon Bronze UOD-2108 Ligman Lighting USA reserves the right to change speci cations without prior notice, please contact factory for latest information.Due to the continual improvements in LED technology data and components may change without notice. Aluminum CastingLess than 0.1% copper content – Marine Grade 6060 extruded & LM6 Aluminum High Pressure die casting provides excellent mechanical strength , clean detailed product lines and excellent heat dissipation. Pre paint8 step degrease and phosphate process that includes deoxidizing and etching as well as a zinc and nickel phosphate process before product painting. Memory Retentive -Silicon GasketProvided with special injection molded “fit for purpose” long life high temperature memory retentive silicon gaskets. Maintains the gaskets exact profile and seal over years of use and compression. Thermal managementLM6 Aluminum is used for its excellent mechanical strength and thermal dissipation properties in low and high ambient temperatures. The superior thermal heat sink design by Ligman used in conjunction with the driver, controls thermals below critical temperature range to ensure maximum luminous flux output, as well as providing long LED service life and ensuring less than 10% lumen depreciation at 50,000 hours. Surge SuppressionStandard 10kv surge suppressor provided with all fixtures. Finishing All Ligman products go through an extensive finishing process that includes fettling to improve paint adherence. PaintUV Stabilized 4.9Mil thick powder coat paint and baked at 200 Deg C.This process ensures that Ligman products can withstand harsh environments.Rated for use in natatoriums. HardwareProvided Hardware is Marine grade 316 Stainless steel. Anti Seize Screw HolesTapped holes are infused with a special anti seize compound designed to prevent seizure of threaded connections, due to electrolysis from heat, corrosive atmospheres and moisture. Crystal Clear Low Iron Glass LensProvided with tempered, impact resistant crystal clear low iron glass ensuring no green glass tinge. Optics & LEDPrecise optic design provides exceptional light control and precise distribution of light. LED CRI > 80 Lumen - Maintenance LifeL80 /B10 at 50,000 hours (This means that at least 90% of the LED still achieve 80% of their original flux) Construction Additional Options (Consult Factory For Pricing) Mounting Detail Top View Floodlight Detail Stylish adjustable projector range.Naturally beautiful and unique contemporary family, Odessa packs a punch with an abundance of options and accessories. The Odessa family of floodlights have a modern aesthetic design and are available as a surface mounted floodlight cluster with adjustable pole clamp settings. Each individual floodlight can be specified with different beam distributions, as well as wattages if necessary to provide the perfect lighting solution for any environment. The floodlights can be aimed in different directions to highlight specific features or elements in the environ-ment, as well as provide security when illuminating dark areas on campuses and parks. This small and medium range of high performance LED floodlight luminaires provides a robust design for demanding applications such as; recreational areas, public spaces and architectur-al structures. The luminaire has integrated heat sinks to facilitate LED cooling, as well as an integral driver. The Odessa is available in Narrow, Medium, Wide and Very Wide light distributions. Color temperature 2700K, 3000K, 3500K and 4000K. Luminaire has optional accessories, such as visors, louvres and linear spread lenses. The Odessa Cluster is highly flexible and lends itself to custom configurations. For non standard fixture variations, as well as specific reflector requirements and dichroic filters, please contact the factory. • The Odessa floodlight is available as an event pole attachment see Odessa Cluster.• The fixture quantity, type and configuration is flexible, please contact factory for more options. Odessa 23 Large Floodlight Spike Cluster Column A54331Anti Glare Visor A51814Linear Spread A54531Anti Glare Louvre A54121Honeycomb Louvre 7.5” 10 . 8 ” 8” 350˚ UOD-21081 4x70w COB 4x8038lm UOD-21084 4x55w COB 4x6310lm IP65 Suitable for wet locations IK04Impact Resistant [Vandal Resistant] Weight 148 lbs Last Digits Signify Wattage (See Below) 80° 40 ° 1 3 ’ 2 3 . 6 ” 1 1 . 8 ” 35 . 4 ” 10.3” 2 3 . 6 ” 47 . 2 ” * Custom pole height can be manufactured to suit customer requirements 9.84" 7.87" 6.30" 0.8"x2" Ligman Lighting USA reserves the right to change speci cations without prior notice, please contact factory for latest information. Due to the continual improvements in LED technology data and components may change without notice. DATEPROJECT QUANTITY TYPE NOTE ORDERING EXAMPLE || UOD-21081 - 4x70w - N - RGBW30 - 03 - 120/277v LAMP BEAM N - Narrow 21˚ M - Medium 33˚ W - Wide 48˚ VW - Very Wide 70˚ VOLTAGE 120/277v Other - Specify FINISH COLOR 01 - BLACK RAL 9011 02 - DARK GREY RAL 7043 03 - WHITE RAL 9003 04 - METALLIC SILVER RAL 9006 05 - MATTE SILVER RAL 9006 06 - LIGMAN BRONZE 07 - CUSTOM RAL UOD-2108X ADDITIONAL OPTIONS A51814 - Linear Spread Lens A54531 - Anti Glare Louvre A54121 - Honeycomb Louvre DIM - 0-10v Dimming NAT - Natatorium Rated A54331 - Anti Glare Visor 4x70w COB 4x8038 Lumens 4x55w COB 4x6310 Lumens UOD-21081 UOD-21084 UOD-2108 Odessa 23 Large Floodlight Spike Cluster Column Last Digits Signify Wattage (See Below) LED COLOR W27 - 2700K W30 - 3000K W35 - 3500K W40 - 4000K POLE HEIGHT Specify if other than 13’ * Anti Glare Visor, Anti Glare Louvre and Linear Spread Lens can’t be combined, choose one CSA - CSA Approved for Canada -MUST SPECIFY-+ Project Catalog #Type Prepared by Notes Date PS50008525 page 1January 7, 2026 2:22 PM Quick Facts • Available in small and medium housing sizes • Choice of 5 optical distributions • 11 lumen packages from 750 up to 13,500 • Efficacies up to 169 lumens per watt Interactive Menu • Ordering Information page 2 • Product Specifications page 2 • Optical Configurations page 3 • Energy and Performance Data page 4 • Control Options page 10 Connected Systems • WaveLinx PRO Wireless • WaveLinx LITE Wireless Dimensional Details Wall Mount Luminaire McGraw-Edison GKO Gekko CLASS A 7-7/8"[200 mm] 6-19/32"[167.40 mm]7- 0”[177.80 mm] 7-7/8"[200 mm] 6-9/16"[167.40 mm]12-1/4”[310.90 mm] 7-7/8"[200 mm] 6-9/16"[167.40 mm]12-1/4”[310.90 mm] 7-7/8"[200 mm] 6-19/32"[167.40 mm]7- 0”[177.80 mm] Light ARchitectTM 1 1 2 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. PB1 Net Weight: 6.0 lbs (2.7 kg) PB2 Net Weight: 10.6 lbs (4.8 kg) AVAILABLE COMP IONSBABABUILD AMERICA BUY AMERICA Product Certifications Product Features AVAILABLE COMPLIANT OPTIONSBAABUY AMERICAN ACT GKO Gekko PS50008525 page 2January 7, 2026 2:22 PM McGraw-Edison Product Family Light Engine Configuration Lumen Output Color Temperature Voltage Distribution FinishLight Engine Size GKO=Gekko Wall LuminaireBAA-GKO=Gekko Buy American Act Compliant 13 TAA-GKO=Gekko Trade Agreements Act Compliant 13 BABAF-GKO=Gekko Build America Buy America Act Compliant for FHWA funded projects 14 PB=Mini 10-LED Light Square 1=Small, 1 Square2=Medium, 2 Squares A=Output Level 1B=Output Level 2C=Output Level 3D=Output Level 4E=Output Level 5F=Output Level 6 1 722=70 CRI, 2200K CCT727=70 CRI, 2700K CCT730=70 CRI, 3000K CCT735=70 CRI, 3500K CCT740=70 CRI, 4000K CCT750=70 CRI, 5000K CCT827=80 CRI, 2700K CCT830=80 CRI, 3000K CCT835=80 CRI, 3500K CCT840=80 CRI, 4000K CCT850=80 CRI, 5000K CCTAMB=Amber 590nm 2 U=120-277V1=120V2=208V3=240V4=277V8=480V 15, 17 9=347V 17 T1=Type IT2R=Type II RoundT2U=Type II UrbanT3=Type IIIT4W=Type IV Wide AP=Grey BZ=Bronze BK=Black DP=Dark PlatinumGM=Graphite MetallicNW=New White Ordering Information SAMPLE NUMBER: GKO-PB2A-740-U-T3-BK Product Specifications Construction • Available in small (1 square) and medium (2 square) sizes • Die-cast aluminum housing • IP66 rated housing • IK10 impact rated Optics• 10-LED square light engine • 5 optical distributions • IDA Certified (3000K CCT and warmer only) • 2 versions of field-installable shielding for superior spill light control - Single-piece snap-on square shields (HSS) - Multiple-piece configurable vertical perimeter shielding (PFS) Electrical • Standard with 0-10V dimming • Standard with 10kV surge device • 10kV or 20kV surge protective options with series or parallel configurations • -40°C to 40°C ambient temperature operating range with optional high ambient (HA) 50°C Controls • Luminaire available with the field adjustable dimming controller (FADC) to manually adjust wattage and reduce the total lumen output and light levels. Default setting is the highest position at the lumen output selected Finish • Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness • 3,000-hours per ASTM B117, with a scribe rating of 7 per ASTM D1654 for standard color finish • Coastal Construction (CC) option available Typical Applications • Exterior wall, walkway Compliance • BAA domestic preference option meets BAA requirements. See DOMESTIC PREFERENCES website or consult the CLS Domestic Preferences team for more information • FHWA and FTA agencies are utilizing their BAA rules for BABA compliance. Cooper’s products with a BAA designation are manufactured in the US and utilize a BAA COTS exemption rule for compliance. To verify a configured product with specific accessories and options meet BABA Domestic Preference Requirements; submit this catalog number to Cooper Lighting Quotation team for validation by our Engineering and Manufacturing teams. • Please refer to the DOMESTIC PREFERENCES website or consult the CLS Domestic Preferences team for more information. Components shipped separately may be separately analyzed under domestic preference requirements Warranty• Five year limited warranty, consult website for details. www.cooperlighting.com/legal Options (Add as Suffix)Controls and Systems Options (Add as Suffix)Accessories (Order Separately) F=Single Fused (120, 277 or 347, Specify Voltage)FF=Double Fused (208, 240 or 480, Specify Voltage)20MSP=Parallel 20kV MOV Surge Protective Device20K=Series 20kV UL1449 Fused Surge Protective Device2L=Two Circuits 3 EBP=6W Battery PackCBP=6W Battery Pack, Cold Weather Rated 4, 10 CBP-CEC=8W Battery Pack, Cold Weather Rated, CEC Compliant 4, 10 HSS=Factory Installed House Side ShieldHA=50C° High Ambient 10 CC=Coastal Construction 5 BPC=Button Type Photocontrol (120, 208, 240 or 277V. Must Specify Voltage) FADC=Field Adjustable Dimming Controller 8 SPB1=Dimming Occupancy Sensor with Bluetooth Interface, <8’ Mounting 6, 7, 8, 11 SPB2=Dimming Occupancy Sensor with Bluetooth Interface, 8’ - 20’ Mounting 6, 7, 8, 11 MS/DIM-L08=Motion Sensor for Dimming Operation, <8’ Mounting 7, 8, 11, 12 MS/DIM-L20=Motion Sensor for Dimming Operation, 8’-20’ Mounting 7, 8, 11, 12 WPS2WH=WaveLinx Pro, SR Driver, Dimming Motion and Daylight, WAC Programmable, 7’-15’ Mounting 7, 8, 11, 16 WPS4WH=WaveLinx Pro, SR Driver, Dimming Motion and Daylight, WAC Programmable, 15’-40’ Mounting 7, 8, 11, 16 WLS2WH=WaveLinx Lite, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 7’-15’ Mounting 7, 8, 11 WLS4WH=WaveLinx Lite, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 15’-40’ Mounting 7, 8, 11 PBHSS=House Side Shield (Single) 9 PBPFS=Perimeter Fence Shield Kit (4 Pieces)FSIR-100= Wireless Configuration Tool for MS/DIM 12 MA1252=10kV Surge Module ReplacementBB/GKO-XX=Surface mount backbox 19 NOTES:1. Output Level 6 not available with PB22. Narrow-band 590nm +/- 5nm for wildlife and observatory use. Choose Output Level 1; supplied at 300mA for PB1, 600mA for PB2. Not available with HA option. Exact luminaire wattage available in IES files.3. Not available with PB1. Not available with FF option, or controls options at 347V or 480V.4. Operates at -20°C to +40°C. Not available with PB1 or 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. Smart device with mobile application required to change system defaults. See controls section for details.7. Includes integral photosensor.8. Not available with PB1 at Output Level 1 or 2. Not available with other motion activated control options.9. One required per PB light square.10. Combination of CBP and HA not available with PB2 at output level 4 or 5.11. When motion controls are selected, PB1 uses surface mount sensor in PB2 housing. PB2 uses side-mount motion sensor in PB2 housing. 12. The FSIR-100 configuration tool is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Cooper Lighting Solutions for more information.13. 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.14. Only product configurations with these prefixes are built to be compliant with the Buy American Act of 1933 (BAA) or the Build America Buy America Act (BABA). BABA is the minimum Government compliance requirement for the Build America Buy America standards which is part of the Infrastructure and Investment Jobs Act (IIJA). Individual Government Agencies may have more stringent compliance standards. Please refer to the DOMESTIC PREFERENCES website or consult the CLS Domestic Preferences team for more information. Components shipped separately may be separately analyzed under domestic preference requirements.15. 480V not to be used with ungrounded or impedance grounded systems.16. WAC Gateway required to enable field-configurability: Order WAC-PoE and WPOE-120 (10V to PoE injector) power supply if needed.17. Not available with PB1A and PB1B.18. Operates at 0°C to +55°C.19. Replace XX with color designation. Includes 5 gasketed 3/4” conduit entry points. 8/19/2026 Caitlin Cameron, Chair Town of Ithaca Planning Board 215 North Tioga Street Ithaca, NY 14850 Re: Southworks - The Woods SWBR Project No. 25189 Dear members of the board: This letter is intended to recap and add context to what was discussed at the planning board meeting on 8/18/2026 regarding the proposed exterior cladding material palette for the multifamily buildings at the Woods. The design/development team believes the proposed deviation from the primary cladding materials listed in the design guidelines (Section 271-17 F (6)) represents a superior alternative to the design guidelines for the following reasons: • Lower embodied carbon • Better thermal envelope • Cohesive ‘The Woods’ campus design Lower embodied carbon: The masonry materials listed in the guidelines contain higher levels of embodied carbon than the proposed materials. For example, a standard brick cavity wall has an average embodied carbon of 50 kgCO2e / square meter. Of the proposed materials, corrugated aluminum and fiber cement have average carbon footprints of 15 kgCO2e / square meter and 22 kgCO2e / square meter respectively. The aluminum panels are manufactured from recycled metal (quantity of recycled content can vary depending on the mill) and will be recycled again at the end of their lifespan (50+ years), whereas masonry would likely be landfilled or at best reused as crushed fill. Sources: buildingtransparency.org pac-clad.com/wordpress2021/wp-content/uploads/2024/04/PAC-Recycle-Statement Better thermal envelope: As currently designed, the exterior walls provide a continuous layer of 1-1/2” thick R-9.6 rigid insulation mounted directly to the wood stud wall framing. This continuous insulation (CI) runs uninterrupted from the bottom of the footings (or -4’ below grade) to the tops of the parapets and is a broad requirement of the 2025 Energy Conservation Construction Code of NYS (ECCNYS). In addition to this requirement, Ithaca also requires compliance with their own Energy Code Supplement that triggers Appendix CC of the ECCNYS, which requires net zero operational energy use for the buildings. SWBR Client: Beacon SWBR Project No. 25189 8/19/2026 Page 2 Heavy cladding materials require fasteners and anchors that penetrate the CI, anchoring those materials back to the structural wall framing to provide the necessary support. Each penetration is a thermal bridge that reduces energy efficiency. Furthermore, full bed masonry, such as brick, also requires a supporting ledge at the foundation (‘brick shelf’) which is another thermal bridge inherent with that cladding system. “Research has shown that thermal bridging in conventional construction may reduce the insulation effectiveness by as much as 40%” (Morrison and Hershfield 2011). In this way, thermal bridging inherent with heavy cladding systems contradicts the required energy performance goals. In addition to the masonry cladding materials outlined in the design guidelines, EIFS (Exterior Insulation and Finish System) is also allowed. While not as detrimental as thermal bridging, EIFS does present detailing challenges by introducing misalignments in the CI layer that degrade thermal performance. It is worth noting that EIFS uses EPS (expanded polystyrene) insulation which has a lower R-value per inch than the proposed polyisocyanurate insulation, meaning that more EPS would be needed to achieve the same thermal performance as what is currently shown. The lightweight cladding materials in the proposed design do not require fasteners or ledges that penetrate the CI, as they would simply be fastened directly to the wall sheathing, which is outside of the CI. Therefore, the proposed design retains as much thermal performance from the CI as possible, which translates directly into lower overall energy consumption over the entire life of the building. Source: Morrison C and Hershfield C (2011) Thermal Performance of Building Envelope, Details for Mid-and High-Rise Buildings 1365-RP [PDF], ASHRAE Building Materials and Building Envelope Performance Cohesive ‘The Woods’ campus design: The design team felt that it was important to maintain an overall consistency in the designs of each building type (mansion apartments, townhouses, and multifamily apartments) to help foster a consistent neighborhood feel for the residents and visitors. The proposed material palette is durable and high-quality, and, we feel, appropriate for the context and setting. Utilizing a material mix that adheres to the guidelines would mean that a larger proportion of the budget would need to be expended on façade cladding in lieu of other design features shown in the site and building designs, and would result in buildings that are lower performing in terms of their embodied carbon and energy consumption. The design team has attempted to think through the design wholistically to arrive at a solution that we feel is durable, healthy, and compelling. Sincerely, Steven Peet, AIA, LEED AP BD+C Senior Project Architect XXX/xxx DOCUMENT1 Site Plan - The Woods BR BUILDING A1 BUILDING A2 BUILDING B1 BUILDING B2 BUILDING B3 BUILDING C1 BUILDING C2 BUILDING C3 PLAYGROUND DANBY ROAD MORS E P L A C E RIDE SHARE • • • TEN BIKE RACKS THAT FIT FIVE OR SEVEN BIKES EACH = 66 BIKES ONE CONTROLLED ACCESS BIKE CAGE WITH SEVEN E-BIKE CHARGING SPOTS AND SEVEN REGULAR PARKING SPOTS = 14 BIKES TOTAL = 80 BIKES CAN BE PARKED OUTSIDE ON SITE BIKE PARKING NOTE: NSCALE: 1" = 30' 0 30'60'120' Imagery - The Woods VIEW 1 VIEW 2 LINK TOC2 A1 A2 B1 B2 B3 C1 C2 C3 EXTERIOR ELEVATIONS - C1 1 - FACING ROAD A2 - FACING COURTYARD 3 - FACING DRIVE C 3 1 2 PAC-CLAD 7/8" CORRUGATED PANELHEMLOCK GREEN JAMES HARDIE BOARD AND BATTENIMPERIAL GREEN (OR SIMILAR) FINEX PANEL JAMES HARDIE - SMOOTH PANELLIGHT MIST TRESPA PURA NFC 7" PLANKWESTERN RED CEDAR OMEGA-LITE ACM PANELCOPPERTONE (METALLIC) Exterior Elevations - C1 (43%) LINK TOC3 LINK TOC1 A1 A2 B1 B2 B3 C1 C2 C3 EXTERIOR ELEVATIONS - C2 1 - FACING ROAD A2 - FACING C3 3 - FACING DRIVE C4 - FACING COURTYARD 3 1 24 PAC-CLAD 7/8" CORRUGATED PANELHEMLOCK GREEN JAMES HARDIE BOARD AND BATTENIMPERIAL GREEN (OR SIMILAR)FINEX PANEL JAMES HARDIE - SMOOTH PANELLIGHT MIST TRESPA PURA NFC 7" PLANKWESTERN RED CEDAR OMEGA-LITE ACM PANELCOPPERTONE (METALLIC) Exterior Elevations - C2 (43%) LINK TOC2 A1 A2 B1 B2 B3 C1 C2 C3 EXTERIOR ELEVATIONS - C3 1 - FACING ROAD A2 - SIDE FACING ROUNDABOUT 3 - FACING DRIVE C4 - FACING C2 PAC-CLAD 7/8" CORRUGATED PANELHEMLOCK GREEN JAMES HARDIE BOARD AND BATTENIMPERIAL GREEN (OR SIMILAR) FINEX PANEL JAMES HARDIE - SMOOTH PANEL LIGHT MIST OMEGA-LITE ACM PANELCOPPERTONE (METALLIC) 1 23 4 Exterior Elevations - C3 (43%) Precedent Projects - Corrugated Metal Siding Ironworks Ithaca, NY Precedent Projects - Corrugated Metal Siding Grow Community - Asani Architects Seattle, Washington Precedent Projects - Corrugated Metal Siding Grow Community - Asani Architects Seattle, Washington Precedent Projects - Corrugated Metal Siding Condor Street Housing - Merge Architects / WonderGroup LLC Boston, MA Precedent Projects - Corrugated Metal Siding Current Midtown Apartments (Re-colored to approximate C building color schemes) Williamsburg, Virginia 30' - 0" RAMP AT 8.33% 2'- 8 " 2" 2' - 8 " 2' - 8 " EQ EQ 1' - 0 " 1' - 0 " 1'-0" 1'-0" tread 1'-0" ext 1'-0" 1'-0" 2' - 1 0 " PLATE SURFACE MOUNTED POST (TYP.) 1 1/2" DIA. TUBING WELDEDSTAINLESS STEEL HANDRAIL 5/8" SQUARE PICKET 1" x 1" RAIL, TYP.FENCE TO BE EMBEDDED INTO A SONOTUBE FOOTER AT 48" DEPTH MIN. 2-1/2" ALUMINUM POST CAP 2-1/2" ALUMINUM POST 0' - 8 " 0' - 1 1 / 2 " NOTE:1. FENCE COLOR TO BE PAINTED MATTE BLACK2. SHOP DRAWINGS TO BE APPROVED VIA SUBMITTAL TO LANDSCAPE ARCHITECT3. MOCK UP OF RUN OF FENCE TO BE APPROVED BY LANDSCAPE ARCHITECT AND CLIENT4. BASIS OF DESIGN: ORNAMENTAL - ALUMINUM FENCE, STYLE #202 - 4' HEIGHT, AS MANUFACTURED BY JERITH MANUFACTURING CO., INC. 5' - 10 1/2" (TYP) 6' - 1" OR AS SPECIFIED 2" 3' - 2 1 / 2 " 3' - 6 " TYP. 4'-0" 2" 2" STAINLESS STEEL PANELTO BE MECHANICALLY MOUNTED TO POST 1 1/2" SQ. DIAMETER STAINLESSSTEEL RAILING PLATE SURFACE MOUNTED POST (TYP.) INFILL PANEL BASIS OF DESIGN: 30' - 0" RAMP AT 8.33% 2" 2 1 / 8 " 2" 3" 3' - 6 " tread 1'-0" ext 1'-0" 2' - 1 0 " EQEQ 1'-0"4" 3' - 6 " 2' - 1 0 " 3" 4' MAX SPACING 4"2 15/16" 5/8" THICK SQ. STAINLESSSTEEL SQUARE PICKET PLATE SURFACE MOUNTED POST (TYP.) 3' - 6 " 2" 2" 4'-0" 4" 2 15/16" 5/8" THICK SQ. STAINLESSSTEEL PICKET PLATE SURFACE MOUNTED POST (TYP.) SWBR NYS Certificate of Authorization #: 021723 260 E Main St Suite 4000 Rochester, NY 14604 585 232 8300 | rochester@swbr.com These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © FI L E P A T H : Checked By: Project Manager: Drawn By: Revisions SWBR Project Number 6/ 1 2 / 2 0 2 6 2 : 1 1 : 3 8 P M Au t o d e s k D o c s : / / 2 5 1 8 9 . 0 0 B e a c o n T h e W o o d s / B e a c o n _ S o u t h w o r k s _ W o o ds _ L A _ R 2 5 . r v t 25189.00 ES LANDSCAPEDETAILS - RAILINGSAND FENCES BG ES L-503 CONSTRUCTIONDOCUMENTS Beacon Communities Beacon Southworks - TheWoods 505 Ellicott St. Suite 44 Buffalo,NY 14203 June 12, 2026 620 South Aurora Street, Ithaca,NY 14850 3/4" = 1'-0"1 TYPICAL SURFACE MOUNTED HANDRAIL FOR RAMPS/STAIRS 3/4" = 1'-0"5 ORNAMENTAL ALUMINUM FENCE 3/4" = 1'-0"4 SURFACE MOUNTED STAINLESS STEEL GUARDRAIL WITH DECORATIVE INFILL 3/4" = 1'-0"2 TYPICAL SURFACE MOUNTED GUARDRAIL WITH MOUNTED HANDRAIL ON RAMP/STAIRS Not To Scale6FENCE ANCHOR FOR MOUNTING BEHIND SBW WALL, TYP. 3/4" = 1'-0"3 SURFACE MOUNTED GUARDRAIL EXCELSI RO 0 146 LICENSED ARCHITECT S T OF WYRK EDWARD JOSEPH GIBBONS II EXCELSI RO Registration Expires: 02/28/29 Issue Date: 06/12/26 BOTTOM OF FOOTING ELEV = (-)4'-0" CONCRETE TRENCH FOOTINGWITH (2) #5 BARS TOP & BOTTOM 1' - 6" #5 BARS x 4'-6" LONG VERTICALDOWELS AT 4'-0"OC - PROJECT2'-6" FROM TOP OF FOOTING 3" C L R 8" EXTERIOR CONCRETE SLAB ON GRADE OVER 6" MIN COMPACT DRAINAGE COURSE REINFORCE SLAB WITH #5 BARS AT 12"OC EACH WAY, CENTERED IN SLAB DEPTH 8" SPLIT FACE CMU w/ HORIZ. REINFORCING EVERY OTHER COURSE - GROUT CORES SOLID AT VERTICAL REINFORCEMENT(COLORED - TBD) #5 VERT @ 48" OC MAX (FULL HEIGHT OF WALL) W/ ADDITIONAL BARS @CORNERS AND EACH SIDEOF OPENING & CONTROLJOINTS - LAP BARS 30" MIN BOND BEAM W/ (2) #5's CONT(PROVIDE CORNER BARS) BOND BEAM W/ (2) #5's CONT(PROVIDE CORNER BARS) TOP OF CMU ELEV = (+)8'-0" 1/2" PRE-MOLDED JOINT FILLER FINISHED GRADE TOP OF BOND BEAM ELEV = (+)4'-0" 8" CMU GROUTED SOLID CAST STONE COPING WITH INTEGRAL DRIP BOTH SIDES, PITCH AT 1/4" PER FOOT TOWARDS PLANTING AREAS 1/4" SST OR BRASS DOWELS (2 PER PRECAST PIECE) FABRIC FLASHING WITH MTL DRIP EDGE 0' - 1 " 0' - 1" 0' - 1 " 0' - 1 3/4" TYP GEOTEXTILE FABRIC DRIVEWAY ELEVATION SLOPES / VARIES FENCE / GUIDE RAIL BY OTHERS SEE CIVIL FOR MODULAR BLOCK WALL LOCATION AND DETAILING GATE HEAVY DUTY GATE HINGE ON WELDED GALV STL ANGLE, PT (TYP 3 PER GATE LEAF) FLUSH BOLTS, PT (TYP)BAR LATCH & BRACKETS, PT (TYP) EA DOOR CAST STONE CAP 1x6 CEDAR FENCE BOARDS, EXTERIOR FACE, CLEAR SEAL WELDED 2" GLAVANIZED TUBE FRAME, (4) SIDES, MID RAIL, AND DIAGONAL SAG PREVENTORS, PT SL O P E S L A B - 1 / 8 " PE R 1 ' - 0 " M I N 6 YD DUMPSTER N.I.C. 8" DECORATIVE COLORED SPLIT FACE CMU, 8' HIGH CAST STONE CAP ABOVE 4'-6"4'-0 3/4" 6" DIA x 4' h CONCRETE FILLED GALV STEEL BOLLARD (TYP OF 2) 2' - 0 " 2'-10" FACE OF FOOTING BELOW (2) +/- 8'-4" WIDE x 8' HIGH FRONT GATES 8" DIA GALV CONCRETE-FILLED PIPE POST (SCHEDULE 40) WITH SLOPED GALV STL ROUND CAP, TYP 8" THICK REINF CONC PAD 20'-0" *COORDINATE EXACT LOCATION OF ENCLOSURE WITH CIVIL DRAWINGS 20'-0" DRIVE AISLE 12 ' - 0 " 6 YD DUMPSTER N.I.C. 4'-6"2'-10" 8'- 6 " 1' - 0 " 20'-0" 8' - 0 " NOTES:1.SEE PLANS FOR WALL TYPE, DUMPSTER ENCLOSURES USE MIX OF TYPES ON SITE BETWEEN SBW AND CMU *COORDINATE EXACT LOCATION OF ENCLOSURE WITH CIVIL DRAWINGS 6 YD DUMPSTER N.I.C. 6 YD DUMPSTER N.I.C. 8" DECORATIVE COLORED SPLIT FACE CMU, 8' HIGH FACE OF FOOTING BELOWCAST STONE CAP ABOVE 6" DIA x 4' h CONCRETE FILLED GALV STEEL BOLLARD (TYP OF 4) 30' - 0" 4' - 0 " 4' - 0 " 12 ' - 0 " (2) 6' WIDE x 8' HIGH FRONT GATES (2) 6' WIDE x 8' HIGH FRONT GATES 8" DIA GALV CONCRETE-FILLED PIPE POST (SCHEDULE 40) WITH SLOPED GALV STL ROUND CAP, TYP 2'-0"26'-0" SL O P E S L A B - 1 / 8 " PE R 1 ' - 0 " M I N 8" THICK REINF CONC PAD OPTIONAL: 3' WIDE GATE CONSTRUCTION TO BE SIMILAR TO FRONT GATES, EXCEPT 4" IPS POST 4'-6"7'-10"4'-6"EQ 2' - 0 " EQ 2' - 0" 4' - 0 " 1' - 1" NOTES:1.SEE PLANS FOR WALL TYPE, DUMPSTER ENCLOSURES USE MIX OF TYPES ON SITE BETWEEN SBW AND CMU GATE GATE 4'- 0 " 8'- 0 " 8" DIA GALV CONCRETE-FILLED PIPE POST WITH SLOPED GALV STL ROUND CAP, PTHEAVY DUTY GATE HINGE ON WELDED GALV STL ANGLE, PT (TYP 3 PER GATE LEAF) FLUSH BOLTS, PT (TYP) TYP 1'-6" BAR LATCH & BRACKETS, PT (TYP) EA DOOR 8" DECORATIVE COLORED SPLIT FACE CMU CAST STONE CAP 1x6 CEDAR FENCE BOARDS, EXTERIOR FACE, CLEAR SEAL WELDED 2" GLAVANIZED TUBE FRAME, (4) SIDES, MID RAIL, AND DIAGONAL SAG PREVENTORS, PT 2x6 HORIZONTAL CEDAR CLEAT, TOP AND BTM, CLEAR SEAL 30' - 8" NOTES:1.SEE PLANS FOR WALL TYPE, DUMPSTER ENCLOSURES USE MIX OF TYPES ON SITE BETWEEN SBW AND CMU 5" CONCRETE SLAB W/ WELDED WIRE MESH 6x6 W2.9xW2.9 1/2" DIA SST HOOKED ANCHOR BOLT @ 2' - 0" OC W/ 5" EMBEDMENT 1'-0"2' - 0" MIN 5" 0' - 2 1 / 2 " GRADE 2X4 PRESSURE TREATED BOARD SHED WALL PLATE PERIMETER CHAMFER (2) #5 CONT. PROVIDE CORNER BARS MIN0' - 2" 0' - 5 " ALL (4) SIDES0' - 6" ALUMINUM EDGING 6" #1 CRUSHER RUN 0' - 6 " COMPACTED SUBGRADE SHED SWBR NYS Certificate of Authorization #: 021723 260 E Main St Suite 4000 Rochester, NY 14604 585 232 8300 | rochester@swbr.com These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © FI L E P A T H : Checked By: Project Manager: Drawn By: Revisions SWBR Project Number 6/ 1 2 / 2 0 2 6 2 : 1 1 : 4 0 P M Au t o d e s k D o c s : / / 2 5 1 8 9 . 0 0 B e a c o n T h e W o o d s / B e a c o n _ S o u t h w o r k s _ W o o ds _ L A _ R 2 5 . r v t 25189.00 ES LANDSCAPEDETAILS -DUMPSTERENCLOSURES BG RC/GB/JP L-504 CONSTRUCTIONDOCUMENTS Beacon Communities Beacon Southworks - TheWoods 505 Ellicott St. Suite 44 Buffalo,NY 14203 June 12, 2026 620 South Aurora Street, Ithaca,NY 14850 3/8" = 1'-0"1 APT. BUILDING A1 & A2 DUMPSTER ENCLOSURE AND RETAINING WALL (20' WIDE DRIVE AISLE) 3/4" = 1'-0"2 DUMPSTER ENCLOSURE SECTION Not To Scale6VERA MAINTENANCE SHED 20' X 30' 3/8" = 1'-0"4 Dumpster Enclosure - 30' x 12' 3/8" = 1'-0"3 Dumpster Enclosure Elevation - 30' x 12' 1" = 1'-0"5 SHED CONCRETE FOUNDATION DETAIL EXCELSI RO 0 146 LICENSED ARCHITECT S T OF WYRK EDWARD JOSEPH GIBBONS II EXCELSI RO Registration Expires: 02/28/29 Issue Date: 06/12/26 SEE DETAIL 5/L-508 FOR BENCH LIGHTING DETAIL 0' - 5 " 0' - 6 " FURNITURE OR TRASH RECEPTACLE CONCRETE SLAB CONCRETE EXPANSION ANCHOR, 3" EMBEDMENT MIN. SWBR NYS Certificate of Authorization #: 021723 260 E Main St Suite 4000 Rochester, NY 14604 585 232 8300 | rochester@swbr.com These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © FI L E P A T H : Checked By: Project Manager: Drawn By: Revisions SWBR Project Number 6/ 1 2 / 2 0 2 6 2 : 1 1 : 4 6 P M Au t o d e s k D o c s : / / 2 5 1 8 9 . 0 0 B e a c o n T h e W o o d s / B e a c o n _ S o u t h w o r k s _ W o o ds _ L A _ R 2 5 . r v t 25189.00 ES FURNISHINGDETAILS BG RC/GB L-505 CONSTRUCTIONDOCUMENTS Beacon Communities Beacon Southworks - TheWoods 505 Ellicott St. Suite 44 Buffalo,NY 14203 June 12, 2026 620 South Aurora Street, Ithaca,NY 14850 Not To Scale6ALUMINUM PANEL UMBRELLA Not To Scale2SS_CITYVIEW_TABLES Not To Scale3BIKE RACK Not To Scale4SS_CANOPY_SEATING Not To Scale5WASTE RECEPTACLE Not To Scale1DUMOR 6' STEEL BENCH 1 1/2" = 1'-0"7 SURFACE MOUNTED DETAIL EXCELSI RO 0 146 LICENSED ARCHITECT S T OF WYRK EDWARD JOSEPH GIBBONS II EXCELSI RO Registration Expires: 02/28/29 Issue Date: 06/12/26 7' - 4 " + / - EDGE OF BUILDING 6" DEPTH OF CLEAN DRAINAGE STONE EMBED CHAIN IN 6" SONUTUBE FOOTING AT 24" DEPTH RAIN CHAIN WELDED TO REBAR STAKE AND DRIVEN DEEP ENOUGH TO ENSURE CHAIN IS TAUGHT. WELDS TO BE GROUND CLEAN RAIN CHAIN MOUNTED TO DRAINAGE HOLE IN GUTTER. SEE ARCH SERIES 1/4" NOMINAL GRADE 30 GALVANIZED ANCHOR CHAIN. FINISH GALVANIZED STEEL PLANTING BED FINISHED GRADE COMPACTED SUBGRADE BELOW 2'-2 1/4" VIF 2'-6" 1' - 6 " 6" DOORWAY FINISHED GRADE 6" DEPTH OF CLEAN DRAINAGE STONE 2' DEEP MIN REBAR METAL STAKE RAIN CHAIN WELDED TO REBAR STAKE AND DRIVEN DEEP ENOUGH TO ENSURE CHAIN IS TAUGHT. WELDS TO BE GROUND CLEAN RAIN CHAIN MOUNTED TO DRAINAGE HOLE IN GUTTER. SEE ARCH SERIES 1/4" NOMINAL GRADE 30 GALVANIZED ANCHOR CHAIN. FINISH GALVANIZED STEEL PLANTING BED COMPACTED SUBGRADE BELOW FINISHED GRADE 6" SONOTUBE FOUNDATION NOTE: BIKE SHELTER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS Not To Scale5DERO SYSTEMS BIKE DEPOT SWBR NYS Certificate of Authorization #: 021723 260 E Main St Suite 4000 Rochester, NY 14604 585 232 8300 | rochester@swbr.com These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © FI L E P A T H : Checked By: Project Manager: Drawn By: Revisions SWBR Project Number 6/ 1 2 / 2 0 2 6 2 : 1 1 : 5 1 P M Au t o d e s k D o c s : / / 2 5 1 8 9 . 0 0 B e a c o n T h e W o o d s / B e a c o n _ S o u t h w o r k s _ W o o ds _ L A _ R 2 5 . r v t 25189.00 ES FURNISHINGDETAILS - 2 BG RC/GB L-506 CONSTRUCTIONDOCUMENTS Beacon Communities Beacon Southworks - TheWoods 505 Ellicott St. Suite 44 Buffalo,NY 14203 June 12, 2026 620 South Aurora Street, Ithaca,NY 14850 1/2" = 1'-0"2 RAIN CHAIN TYPICAL SECTION VIEW 1/2" = 1'-0"1 RAIN CHAIN TYPICAL ELEVATION VIEW Not To Scale4DERO BIKE DEPOT Not To Scale3E-BIKE CHARGING RACK CUT SHEET EXCELSI RO 0 146 LICENSED ARCHITECT S T OF WYRK EDWARD JOSEPH GIBBONS II EXCELSI RO Registration Expires: 02/28/29 Issue Date: 06/12/26 60° D D D 3" DEEP MULCHRING FINISHED GRADE PLANTING SOIL MIXTURE REMOVE GROWINGCONTAINER COMPACTEDSUBGRADE NOTE: REMOVE ALL POTS,PLASTIC, TAGS ORSYNTHETIC MATERIALFROM PLANTS PRIOR TOPLANTING PLANT CENTER, TYP. D = TYPICAL ON CENTER(O.C.) SPACING ASINDICATED IN THE PLANTLIST.PLAN SECTION SEE PLAN FOR SPACING, TYP. 12 I N C H E S . NOTES: 1.MAINTAIN A 2" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK. 2.THE DISTANCE BETWEEN THE BOTTOM OF THE TRUNK FLARE AND THE FINISHED GRADE SHALL BE AS FOLLOWS:FOR SANDY OR LOAMY SOILS: 1" FOR CLAY OR POORLY DRAINED SOILS: 3"THE CONTRACTOR SHALL REVIEW THE APPROPRIATE PLANTING DEPTH WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 3.WHEN TAGGING TREES AT THE NURSERY, MARK THE NORTH SIDE OF THE TREE IN THE FIELD AND WHEN INSTALLING, ROTATE TREE TO FACE NORTH WHENEVER POSSIBLE FINISHED GRADE BACKFILL WITH APPROVED PLANTING MIXTURE,SEE SPECIFICATIONS OR LANDSCAPE NOTES SCARIFY BOTTOM OF PIT UNDISTURBED SUBSOIL BOTTOM OF TRUNK FLARE SHALL BE SET ABOVE FINISHED GRADE, SEE NOTE 2 BELOW FOR DETAILS 3/8" x 3" ZINC-PLATED TURNBUCKLE 1/8" GALVANIZED AIRCRAFT CABLE AGRIFORM 20-10-5 TABLET - REFER TOMANUFACTURER'S APPLICATION RATE FORNUMBER OF TABLETS DUCKBILL EARTH ANCHOR - TO BE SIZED ANDINSTALLED PER MANUFACTURER'S INSTRUCTIONS (2)1/8" CABLE CLAMPS 21" LONG PVC TUBINGTREE ROOT BALL LIMITS OF PLANT PIT TURNBUCKLE GUY WIRE ANCHOR YELLOW MARKING RIBBON PRUNE ONLY DAMAGED AND CONFLICTINGBRANCHES TO MAINTAIN NORMAL TREE SHAPE. NEVER CUT CENTRAL TRUNK OR LEADER. REMOVE BURLAP, ROPE, OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL. 3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL) 3" MULCH (5' DIA.) AS PER DRAWING /SPECIFICATIONS PLAN WEED BARRIER NOTE:ONLY USE 3 STAKES WITH LARGE DIA TREES4" OR 6" MIN REQUIRE 3 SHRUB SHALL HAVE SAMERELATION TO FINISHEDGRADE AS EXISTED ATNURSERY PRUNE ONLY DAMAGED ANDCONFLICTING BRANCHES ANDRETAIN LEADERS AND NATURAL FORM OF SHRUB 3" SHREDDED HARDWOOD BARK MULCH NOTE: SPRAY ALLPLANTS WITHANTI-DESSICANT PLANTING SOILMIXTURE UNDISTURBEDEARTH PER A.N.L.A. STANDARD 6 INCHES. PE R A. N . L . A . ST A N D A R D 6 INCHES. CHAMELEON WAYSADDAPAVE TREE PIT 2-3" DEPTH; COLOR TBD BY CLIENT LOOSE DECORATIVE AGGREGATE WEDGE EXISTING SIDEWALK #57 STONE 2-3" DEPTH GEO-TEXTILE FABRIC CU STRUCTURAL SOIL(NEW PLANTING ONLY) EXISTING CONCRETE CURB ROOT BARRIER OPTIONAL SEE PLAN FOR DIMENSIONS VA R I E S LANDSCAPE BOULDER FINISH GRADE PLANT BED COMPACT SUBGRADE LENTH = 2' TO 4' WIDTH = 2' TO 3' NOTE:STONE BOULDERS SHALL BE LOCATED AS SHOWN ON PLAN. 2' MIN. VARIES LAWN OR GROUNDCOVER STEEL LANDSCAPEEDGING 1/8" X 4" 15" STEEL STAKE(SPACING PERMANUFACTURER'SINSTRUCTIONS) SHRUB/PERENNIALPLANTING BED 3" DEEP MULCH PLANTING SOIL FINISHED GRADE LAWN SPADE CUTEDGE OFPLANT BED SUBGRADE SWBR NYS Certificate of Authorization #: 021723 260 E Main St Suite 4000 Rochester, NY 14604 585 232 8300 | rochester@swbr.com These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © FI L E P A T H : Checked By: Project Manager: Drawn By: Revisions SWBR Project Number 6/ 1 2 / 2 0 2 6 2 : 1 1 : 5 4 P M Au t o d e s k D o c s : / / 2 5 1 8 9 . 0 0 B e a c o n T h e W o o d s / B e a c o n _ S o u t h w o r k s _ W o o ds _ L A _ R 2 5 . r v t 25189.00 ES PLANTING DETAILS BG RC/GB/DK L-507 CONSTRUCTIONDOCUMENTS Beacon Communities Beacon Southworks - TheWoods 505 Ellicott St. Suite 44 Buffalo,NY 14203 June 12, 2026 620 South Aurora Street, Ithaca,NY 14850 Not To Scale7PERENNIAL & ORNAMENTAL GRASS PLANTING DETAIL Not To Scale6EVERGREEN TREE PLANTING - STAKED 1" = 1'-0"5 SHRUB PLANTING DETAIL 1/2" = 1'-0"8 STREET TREE PIT SECTION Not To Scale1TYP TREE PLANTING IN ORD SOIL Not To Scale3TYP TREE PLANTING PIT WITH CU SOIL ALONG SIDEWALK Not To Scale2CU SOIL BREAK OUT ZONE FROM NARROW TREE LAWN TO ADJ PROP Not To Scale4TREE STAKING AND GUYING DETAILS 3IN OR LESS CAL 1/2" = 1'-0"9 STONE BOULDER 1" = 1'-0"10 METAL BED EDGE 1" = 1'-0"11 SPADE CUT BED EDGE EXCELSI RO 0 146 LICENSED ARCHITECT S T OF WYRK EDWARD JOSEPH GIBBONS II EXCELSI RO Registration Expires: 02/28/29 Issue Date: 06/12/26 SITE BENCH SURFACE MOUNTED INTO CONCRETE, TYP. LOW-VOLTAGE WIRE BACK FEED (LWB/RWB) PENETRATING REAR/TOP OF FIXTURE EXTENSION TO CONCEAL WIRE CAP. BOD: LUMINII MYKA 45 WET (MK45W) LINEAR LED FIXTURE W/ CONCEALED MOUNTING BRACKET (CB). VERIFY LENGTH TO FIT INSIDE CLEAR SPAN OF BENCH SEAT FRAME. STAINLESS STEEL CONDUIT SWEEP CAST INTO PLANTING BEDS MOUNTED ON BACK SIDE OF STRUCTURAL BASE AWAY FROM PUBLIC VIEW. ROUTE HOME RUN TO REMOTE LOW-VOLTAGE VOLTAGE DROP ENCLOSURE. NOTE: VERIFY MAXIMUM WIRE RUN LENGTH PER MEP LOW-VOLTAGE LEAD WIRES ROUTED INSIDE RIGID METALLIC CONDUIT (RMC) REAR-MOUNTED / INWARD FACING ALONG THE STRUCTURAL STEEL BENCH LEG SUPPORT. LOW VOLTAGE TRANSFORMER IN WEATHPROOF LANDSCAPING BOX SITED IN PLANTING BEDS FLUSH WITH GRADE. VERIFY LOCATION IN FIELD WITH LANDSCAPE ARCHITECT AND MEP CONSULTANT. PLANTING BED CONCRETE PAD OR SIDEWALK COMPACTED SUBGRADE FLUSH CONCRETE CURB 1' - 0 " 0' - 8" MATERIAL VARIES SEE PLAN NON-WOVEN GEOTEXTILE FABRIC, SEE SPECIFICATION FINISHED GRADE SUBGRADE BELOW NOTE: SYNTH TURF WILL HAVE A TWO PATTERN COLOR, FINAL COLOR PATTERN IS TBD MI N . 0' - 6 " NOTE: SPEC A GENERIC BOUND PLAYGROUND SURFACE MATERIAL BOUND PLAY SURFACE 1" = 1'-0"7 BOUND PLAY SURFACE WITH CONCRETE BORDER DETAIL Not To Scale3PERFORMANCE IN LIGHTING INDEX+ Not To Scale1STREET AND PEDESTRIAN LIGHT FIXTURE 3/4" = 1'-0"2 PLAYGROUND LIGHT FIXTURE SWBR NYS Certificate of Authorization #: 021723 260 E Main St Suite 4000 Rochester, NY 14604 585 232 8300 | rochester@swbr.com These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © FI L E P A T H : Checked By: Project Manager: Drawn By: Revisions SWBR Project Number 6/ 1 2 / 2 0 2 6 2 : 1 1 : 5 6 P M Au t o d e s k D o c s : / / 2 5 1 8 9 . 0 0 B e a c o n T h e W o o d s / B e a c o n _ S o u t h w o r k s _ W o o ds _ L A _ R 2 5 . r v t 25189.00 ES LIGHTING & MISC.DETAILS BG RC/GB L-508 CONSTRUCTIONDOCUMENTS Beacon Communities Beacon Southworks - TheWoods 505 Ellicott St. Suite 44 Buffalo,NY 14203 June 12, 2026 620 South Aurora Street, Ithaca,NY 14850 Not To Scale5RECESSED LED BENCH LIGHT Not To Scale4UNDERLIT BENCH LIGHT FIXTURE Not To Scale6DUMPSTER ENCLOSURE LIGHT FIXTURE Not To Scale8PARKING LOT LIGHT FIXTURE EXCELSI RO 0 146 LICENSED ARCHITECT S T OF WYRK EDWARD JOSEPH GIBBONS II EXCELSI RO Registration Expires: 02/28/29 Issue Date: 06/12/26 2 0' S A N I T A R Y S E W E R R - O - W 2 0 ' S A N I T A R Y S E W E R R - O - W N. Y. S. R O U T E 9 6 B C O D D I N G T O N R O A D N. Y. S. R O U T E 9 6 B - D A N B Y R O A D variable width N. Y. S. R O U T E 9 6 B - D A N B Y R O A D variable width M O R S E P L A C E ROAD A RO A D B DRIVE C DR I V E D 18 16 23 21 5 28 PROPOSED 12 UNIT TOWNHOUSE BUILDING B3 FFE BASEMENT: 753.61 FFE: 1ST FLOOR: 765.11 PROPOSED 6 UNIT TOWNHOUSE BUILDING B1 FFE BASEMENT: 751.85 FFE: 1ST FLOOR: 763.35 PROPOSED 9 UNIT TOWNHOUSE BUILDING B2 FFE BASEMENT: 752.61 FFE: 1ST FLOOR: 764.11 PROPOSED 27 UNIT APARTMENT BUILDING C1 FFE BASEMENT: 739.40 FFE: 1ST FLOOR: 750.90 PROPOSED 26 UNIT APARTMENT BUILDING C2 FFE BASEMENT: 740.40 FFE: 1ST FLOOR: 751.90 PROPOSED 30 UNIT APARTMENT BUILDING C3 FFE BASEMENT: 741.40 FFE: 1ST FLOOR: 752.90 PROPOSED 9 UNIT APARTM E N T BUILDING A2 FFE BASEMENT: 77 6 . 0 F F E : 1 S T F L O O R : 7 8 6 . 3 3 MAINT . SHED LOADING AREA PROPOSED 9 UNIT APARTM E N T BUILDING A1 FFE BASEMENT: 77 5 . 5 0 F F E : 1 S T F L O O R : 7 8 5 . 8 3 EV FEVEVFEV FEV FEVFEVFEV FEVFEV FEV EV EV EV FEV FEV FEV FEV EV FEV FEV FEV FEVFEVFEVFEVFEVFEV FEV FEV DRIVE IV DANBY ROA D DRIVE V = = == = = = = = = = = = = = = = == = NO PARKING - FIRE LANE NO PARKING - FIRE LANE NO PAR K I N G - F I R E L A N E 00 30'60' SWBR NYS Certificate of Authorization #: 235221 260 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © FI L E P A T H : Checked By: Project Manager: Drawn By: Revisions SWBR Project Number 4/16/2026 Town Sketch Plan Comments 100% CONSTRUCTION DOCUMENTS 09/01/2026 6/29/2026 Addendum #1 7/07/2026 Town Preliminary Plan Submission 7/27/2026 Addendum #2 8/10/2026 Town Preliminary Plan Resubmission 9/4/2026 Town Preliminary Plan Resubmission 12 / 9 / 2 0 2 5 1 2 : 4 5 : 4 6 P M Au t o d e s k D o c s : / / 2 5 1 8 9 . 0 0 B e a c o n T h e W o o d s / 2 5 1 8 9 _ B e a c o n T h e W o o d s _ A r c h R 2 5 _ C e n t r a l . r v t 25189.00 JBG PROPERTY PLAT JBG RSN CP BEACON COMMUNITIES - THE WOODS Beacon Southworks - The Woods 505 Ellicott St. Suite 44 Buffalo, NY 14203 Ithaca, NY LEGEND Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com 1 FE Project Number 2011.104-008 PROJECT PARCEL 6.09 Acres PUBLIC RIGHT-OF-WAY 0.803 Acres ACCESS & UTILITY EASEMENT 0.803 Acres