Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Meeting Packet Planner 11/16/2023
AGENDA DEVELOPMENT REVIEW COMMITTEE DEVELOPMENTSERVICES DEPARTMENT 225 FIFTH STREET Conference Room 616/ MS Teams Staff Review: Tuesday, December 5, 2023 9:00 — 9,30 a.m, 1. Site Plan Review Type 1 811-23-000251-TYP1 811-23-000130-PROJ Cornerstone Community Housing Assessor's Map: 17-03-25-24.TL: 1800, 1900, & 2000 Address: 1855 & 1875 16th Street Existing Use: residential Applicant submitted plans for multi -unit residential development Planner: Tom Sievers Meeting: Tuesday, December 5, 2023 9:00 — 9:30 virtual meeting via Microsoft Teams The Complete DRC Packet for this meeting is available online for you to review or print out from the laserfiche website: htt� _ _ SITE 1W VICINITY MAP 811-23-00051-TYP1 Site Plan Review 17-03-25-24 TL 1800, 1900 & 2000 187516 th Street Cornerstone Community Housing Uft i(i City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 SITE PLAN REVIEW - TYPE 1 (Multi -Unit Housing) e Site Plan Review Submittal ❑ Final Site Plan Submittal SPRINGFIELD 1k Applicant Name: Cornerstone Community Housing Phone: (541)683-1751 Company: Address: 1175 Charnelton St, Eugene, OR 97401 Email: Dphillips@cornerstonecommuni tyhousing.org Applicant's Rep: Peter King Phone: (541)650-0529 Company: Rowell Brokaw Architects Email: Peter@rowelibrokaw.com Address: 1203 Willamette, Suite 210, Eugene, OR 97401 Property Owner: Cornerstone Community Housing Phone: (541)683-1751 Company: Email: Dphillips@cornerstonecommuni Address: 1175 Charnelton St, Eugene, OR 97401 tyhousing.org ASSESSOR'S MAP NO: 17-03-25-24 TAX LOT NO(S): 1800, 1900, 2000 Property Address (if applicable): 1875 16th Street, Springfield, OR 97477 Acres Size of Property: mapped taxlot size 1.26 Sq. Ft. Units Per Acre: 31 Proposed Project Name: Springfield Apartments Proposal: A Two -Story, 39 -Unit Affordable housing complex targeting seniors and individuals with disabilities. Existing Use: Vacant and Residential (R-2) New Impervious Area (Sq. Ft.): 19,320 sq. ft. (Building roof footprint) Associated Applications: Case No.: Application Fee: $ TOTAL FEE: $ Date: Technical Fee: $ PROJECT NO.: No. of Signs: Reviewed By: Notice Fee: $ _City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 SITE PLAN REVIEW PRE -SUBMITTAL CHECKLIST SPRINGFIELD Project Name: Cornerstone Community Housing (Springfield Apartments) Project Proposal: Construction of a 2 -story, 39 -unit affordable housing complex Case Number: 811 -23 -000240 -PRE Project Address: 1875 16th Street Assessors Map and Tax Lot Number(s): 17-03-25-24-01800, 01900, & 02000 Zoning: R-2 Overlay District(s): Drinking Water Protection (DWP) Applicable Refinement Plan: Q -Street Refinement Plan Refinement Plan Designation: Medium Density Residential Metro Plan Designation: Medium Density Residential Pre -Submittal Meeting Date: 11/03/23 Application Submittal Deadline: 05/01/23 Associated Applications: N/A POSITION REVIEW OF NAME Project Planner Land Use Planning Tom Sievers 726-2333 Transportation Planning Transportation Michael Liebler 736-1034 Public Works Utilities: Sanitary & Storm Sewer Clayton Mceachern 736-1036 Deputy Fire Marshal Fire and Life Safety Gilbert Gordon 682-5261 Building Official Building Code Chris Carpenter 744-4153 TEAM Applicant Applicant's Representative Cornerstone Community Housing Peter King 1175 Charnelton St. Rowell Brokaw Architects Eugene, OR 97401 1203 Willamette, Ste 210 Eugene, OR 97401 Revised 10/25/07 TEFTATIVE SITE PLAN REVIEW APPLICATION PRE -SUBMITTAL CHECKLIST PLANNING o Application fee (confirm prior to submittal): Impervious Area: 19,320 sf (new impervious cover) Tentative Review Fee: $6,580 (approximately) Final Site Plan Fee: $658 + 5% tech fee 611 C MAIM KkVIL Y: (S005;17.100) Application Completeness Check Meeting City: $449 UGB: $676 11 NIA NIA N/A NIA Required prior to submittal of She Plan Review and Site Plan Review Site Plan Review Modlflcetion — Major applications. Type 2: City $ UGB: Type 2 50D sq. ft. or less impervious surface $1,616 >500 and -00.000 Sq. ft. impervious surface $5,489 10.0D0 Sq. ft. or greater impervious surface $5,489 t $6511000 sq. ft. $80.80 $274.45 50/0 $203 $203 $203 Final Site Plan Equivalent j City $ UGB: $4,891 $244.55 NIA Type I Final Site Plan ReviewMevelopmant ` See Special Instructions Agreement > > >> > > > > > Type I - Final site plan and development agreement fee is 10% of the paid site plan fee (exclusive of postage) A 5% Technology Fee will applied when o Copy of the Site Plan reduced to 81/2"x 11" Complete Incomplete See Planning Note(s) ❑ 8 112" x 11" Copy of Site Plan o Copy of the deed and a preliminary title report issued within the past 30 days documenting ownership and listing all encumbrances. If the applicant is not the property owner, written permission from the property owner is required. Complete Incomplete See Planning Note(s) ❑ Deed and Preliminary Title Report o Brief narrative explaining the purpose of the development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should also include the proposed number of employees and future expansion plans, if known. Complete Incomplete See Planning Note(s) z ElBrief Narrative o Site Assessment of Existing Conditions Complete Incomplete See Planning 1z R Note(s) IQ ❑ Revised 10/25/07 Prepared by an Oregon Licensed Architect, Landscape Architect, Civil Engineer, or Surveyor Vicinity Map ❑ The name, location and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings ❑ The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development & Public Works Department ❑ The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision ❑ The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development & Public Works Department ❑ Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings o Proposed Site Plan Complete Incomplete See Planning Note(s) ❑ Prepared by an Oregon Licensed Architect, Landscape Architect, Civil Engineer, or Surveyor /1 /1 /f Revised 10/25/07 ❑ Proposed buildings: location, dimensions, size (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings; measured setbacks shall be prepared by an Oregon licensed Surveyor when minimum setbacks are shown ❑ Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs ❑ Location, dimensions, and number of typical, compact and ADA parking spaces; including aisles, wheel bumpers, directional signs, and striping. ADA routes from public rights-of-way shall be designated including at grade connections Inj Dimensions of the development area, as well as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and other impervious surfaces FJ Observance of solar access requirements as specified in the applicable zoning district On-site loading areas and vehicular and pedestrian circulation Access to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed curb cuts and curb cuts proposed to be closed [] Location, type, and number of bicycle parking spaces Note location of existing and planned Lane Transit District facilities (within 1/2 mile) . Area and dimensions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar public and semi-public uses o Phased Development Plan Where applicable, the Site Plan application must include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a sequence promoting street connectivity between the various phases of the development and accommodating other required public improvements, including but not limited to, sanitary sewer, stormwater management, water, and electricity. The applicant must indicate which phases apply to the Site Plan application being submitted. Complete Incomplete See Planning Note(s) [] N/A Phased Development Plan o Existing, Improvements and Public Utilities Complete Incomplete See Planning Note(s) El Prepared by an Oregon Licensed Architect, Landscape Architect, Civil Engineer, or Surveyor Location and width of all existing easements [] Location, widths (of paving and right-of-way), and names of all existing streets, alleys, dedications, or other rights-of-way within or adjacent to the proposed development, including jurisdictional status other than City. Indicate connection points for roof drainage Location and type of existing street lighting Revised 10/25/07 V\J❑ Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, waterline backflow preventers and similar public facilities ❑ Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails ® ❑ Location and size of existing utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. Detail must be proportionate to the complexity of the proposed project Show existing and proposed spot elevations or contours, and direction of drainage patterns o Proposed Grading, Paving, & Utilities Plan Complete Incomplete See Planning Note(s) 0 ❑ Prepared by an Oregon Licensed Civil Engineer, except where noted ® ❑ The approximate size and location of storm water management systems components ❑ Location, widths (of paving and right-of-way), and names of proposed streets, alleys, dedications or other rights-of-ways within or adjacent to the proposed development ® ❑ Location and width of all proposed easements ❑ Location and type of proposed street lighting ❑ Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, waterline backflow preventers and similar public facilities ❑ Information on existing slopes over 5% shall be prepared by an Oregon licensed surveyor and be drawn with one foot contour interval lines; land with a slope over 10 percent shall be shown with 5 foot contour interval lines o Landscape Plan Complete Incomplete See Planning Note(s) ❑ Prepared by an Architect, Landscape Architect, or other Landscape Professional approved by the Director Revised 10/25/07 Complete Incomplete See Planning Note(s) El o On -Site Lighting Plan Complete Incomplete See Planning Note(s) 1 D Planning Notes: 1 1 Exterior elevations of all buildings and structures proposed for the development site, including height Conceptual floor plans Location, orientation, and maximum height of exterior light fixtures, both free standing and attached Type and extent of shielding, including cut-off angles and type of illumination, wattage, and luminous area Photometric test report for each light source 1. Lighting details were provided in the narrative, but a photometric plan sheet was not provided. Please add a plan sheet showing on-site lighting locations and types. Photometric data may be provided through cut -sheet details from the lighting provider. Additional comments not related to the completeness of the application: • A tree felling permit application has been submitted. Revised 10/25/07 Location and dimensions of landscaping and open space areas to include calculation of landscape coverage El Screening in accordance with SDC 4.4-110 Written description, including specifications, of the permanent irrigation system Location and type of street trees List in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size, spacing and method of planting o Architectural Plan Complete Incomplete See Planning Note(s) El o On -Site Lighting Plan Complete Incomplete See Planning Note(s) 1 D Planning Notes: 1 1 Exterior elevations of all buildings and structures proposed for the development site, including height Conceptual floor plans Location, orientation, and maximum height of exterior light fixtures, both free standing and attached Type and extent of shielding, including cut-off angles and type of illumination, wattage, and luminous area Photometric test report for each light source 1. Lighting details were provided in the narrative, but a photometric plan sheet was not provided. Please add a plan sheet showing on-site lighting locations and types. Photometric data may be provided through cut -sheet details from the lighting provider. Additional comments not related to the completeness of the application: • A tree felling permit application has been submitted. Revised 10/25/07 TENTATIVE SITE PLAN REVIEW APPLICATION PRE -SUBMITTAL CHECKLIST Engineer: Clayton McEachern Case#: 811 -23 -240 -PRE PUBLIC WORKS ENGINEERING o Site Assessment of Existing Conditions Complete Incomplete See PW Revised 10/25/07 Note(s) ® ❑ Prepared by an Oregon licensed Landscape Architect or Engineer ® ❑ Vicinity Map ® ❑ The name, location, and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings ❑ ❑ n/a The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development Services Department ❑ ❑ n/a The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision �j ❑ The Time of Travel Zones, as specified in SDC 3.3- 200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department ® ❑ Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands, and rock outcroppings ® ❑ Soil types and water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table Revised 10/25/07 o Improvement and Public Utilities Plan must be in compliance with the regulations of SDC Sections 5.17-100, 4.1-1001 4.2-100, and 4.3-100 and must include the following information: Complete Incomplete See PW El Note(s) ❑ ❑ E 1 Prepared by an Oregon licensed Civil Engineer Location and width of all existing and proposed easements Location of existing and required power poles, transformers, neighborhood mailbox units, and similar public facilities ❑ 2 Location and size of existing and proposed utilities on and adjacent to the site, including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points o Grading and Paving Plan Complete Incomplete See PW Note(s) El El 3 ❑ 3 Prepared by an Oregon licensed Civil Engineer Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system Roof drainage patterns and discharge locations Pervious and impervious area drainage patterns The size and location of stormwater management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained ❑ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) M ❑ Amount of proposed cut and fill o Stormwater Management System Study - provide four (4) copies of the study with the completed Stormwater Scoping Sheet attached. The plan, calculations, and documentation must be consistent with the Engineering Design Standards and Procedures Manual. Complete Incomplete See PW 10 Note(s) Revised 10/25/07 Scoping Sheet and attached Stormwater Management System Study PW Notes: 1. I don't see any mailbox units, they can located just about anywhere as long as they don't intrude on the vision clearance at the driveways or into the sidewalk anywhere. 2. The trash room should have a floor drain installed, and any additional requirements per the Fire Department. 3. To be discussed further with SUB drinking water protection - it may be possible to allow infiltration on the raingardens outside of the 100' radius and 10' outside of building envelopes, but this will not be required. 4. Additional comments not related to the completeness of the application: • Street trees may not be a good idea along the street frontage due to the existing gas line in the setback planter area; exact location should be determined if not already done. • The existing driveway cuts that are not reused will be required to have the curb restored to full height. The driveways are required to be the commercial section of 8" concrete with rebar. • The new street lights will need to be installed using a type 2 encroachment permit, all the other minor frontage improvements can be incorporated into this to save some small amount of permit fees. Revised 10/25/07 DIVISION TENTATIVE PLAN APPLICATIOFN COMPLETENESS CHECKLIST Transportation Engineer/ Planner: Michael Liebler P.E. Case#: 23-000240 Applicant: Cornerstone Community Housing TRANSPORTATION G Right -of -Way Approach Permit application must be provided where the property has frontage on a Lane County or an Oregon Department of Transportation (ODOT) facility. Complete Incomplete See Transportation Note(s) ❑ NA Copy of ROW Approach Permit Application o Traffic.Impact Study - four (4) copies of a study prepared by a Traffic Engineer in accordance with SDC 4.2-105 A.4. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, Metro Plan and state land use and transportation policies and objectives. Complete Incomplete See Transportation Note(s) ❑ NA Traffic Impact Study o Land Division Tentative Plan Complete Incomplete See Transportation Note(s) Revised 10/25/07 Location of existing and proposed street lighting, including type, height, and area of illumination ❑ Location of existing and proposed transit facilities Location and dimensions of existing and proposed driveways ❑ Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and bike trails Location, widths, conditions, and names of all existing and proposed streets, alleys, dedications, access easements or other right-of-ways within or adjacent to the proposed land division. Proposed streets should also include approximate radius of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map ® ❑ Location of existing and required traffic control devices Transportation Notes: 1. Additional comments not related to the completeness of the application: Revised 10/25/07 ANY REQUIRED ADDITIONAL MATERIALS, APPLICATIONS OR PERMITS IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS OR APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES MEETING OR THE PRE - APPLICATION REPORT FOR MORE DETAILED INFORMATION: Applicable Not Applicable Where a multi -family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present j ❑ Where the development area is within an overlay district, address the additional standards of the overlay district El If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 El 23 A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property z Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review ❑ Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development [] Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 El z An Annexation application, as specified in SDC 5.7-100, where a development is proposed outside of the city limits but within the City's urban service area and can be serviced by sanitary sewer Revised 10/25/07 THIS APPLICATION IS: ® COMPLETE FOR PROCESSING ❑ INCOMPLETE AND NEEDS MISSING INFORMATION NOTED ABOVE Tom, 5;.V,04 11/3/23 City Planner Date This is not a decision on your application. Springfield Development Code Section 5.4- 105 and Oregon Revised Statutes 227.178 require theCity take final action on a limited land use decision within 120 days after the application is deemed complete. The 120 -day processing period for this application begins when all the missing information is submitted or when you request that the City proceed without the information. You must indicate by either signing this form or by submitting a written response to the City within seven days of the date of this form asserting your intentions regarding the provision of the missing information. If you indicate herein or in your written response that the missing information will be submitted, then you have 180 days from the date the application was submitted for Pre -Submittal Review to provide the City with the missing information. If you refuse to submit the missing information, then upon receipt of the full application packet and processing fee, the City will deem the application complete for purposes of starting the 120 - day clock and begin processing the application. No new information may be submitted after the start of the 120 -day period unless accompanied by a request for an extension of the 120 -day processing time. Upon receipt of a request for extension, the City may extend the 120 -day period for a reasonable period of time. The City may also require additional fees if the new information is submitted after the Notification to Surrounding Property Owners is sent out and a second notification is required or if tlie new information substantially affects the application proposal and additional review is required. I, the owner/applicant, intend to submit all missing items indicated herein to the City within the 180 -day timeline. Owner/Applicant's Signature Revised 10/25/07 2023-11-09 Date 1203 Willamette Suite 210 Eugene, Oregon 9740 s 541 485 1003 rowellbrokaw.com 2023-11-09 Architecture. Design. Strategy Completeness Review Response Project: Cornerstone 16th Street Housing To: City of Springfield, Land Use, Permit Intake From: Peter King, RBA This memo responds to items deemed incomplete in the City of Springfield Pre -Submittal Checklist dated 11/03/23. PLANNING On -Site Lighting Plan — Incomplete items 1-3 1. Lighting details were provided in the narrative, but photometric plan sheet was not provided. Please add a plan sheet showing on-site lighting locations and types. Photometric data may be provided through cut -sheet details from the lighting provider. Response: Isofootcandle lines for the parking lot light fixtures have been added to the Architectural Site Plan on sheet A-100. Cut sheets for the proposed light fixtures are attached to the Compliance Narrative included with this submittal. PUBLIC WORKS ENGINEERING Improvement and Public Utilities Plan — Incomplete items 3 and 4 1. 1 don't see any mailbox units, they can be located just about anywhere as long as they don't intrude on the vision clearance at the driveways or into the sidewalk anywhere. Response: Mailbox units are proposed in the west main entrance to the courtyard. Please see sheet A-111 gridlines E/2. 2. The trash room should have a floor drain installed, and any additional requirements per the Fire Department. Response: A floor drain has been added to the trash room. Please see sheet A-111 gridlines A.5/1.5. Please note that an automatic sprinkler system — NFPA 13R — will be provided for this building. End of Review Response SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE, ISSUED: 2023-10-20 CORNERSTONE HOUSING - SPRINGFIELD APARTMENTS ���D A�C�f�� Address: 1875 16th Street, Springfield, OR PETER KING Assessor's Map No.: 17-03-25-24 Tax Lot No.(s): 1800, 1900, 2000 �vp; '(�f • Size of Property: 54,860 Square Feet (SF) EUGENE, l Use: Multiple Unit Housing -Affordable Housing 5943 Number of Dwelling Units: 39 T � OF % FOREWORD: Cornerstone's Springfield Apartments complies with all approval standards listed in 5.17.125. The following report illustrates how this project complies with each of the requirements listed below. Additionally, the site falls within the 1 -year Time of Travel Zone (TOTZ) overlay district. Compliance with these requirements is addressed on page 17 of this narrative report. APPLICABLE CODE SECTIONS FROM 5.17.125: 5.117. 125 Approvai Sfar;dards. (A) The Director must approve, approve with condt+ons or deny a proposed Site Plan Review application based on the folic+.>ring standards: -► (1) The proposed land use is a permitted Lrse or is allowed as a discretionary use in the land use district 2 If a use �5 aNeweti.as a drsde i addatloa tomeetirr the'standard 3 g R s t3etotara ffrscre�ar}rt#se Iran mus be approved in.corl�arrrtal h the st #ar�Is � � 1t I��ST �►IPPLIO�4IBL. -► (3) The proposal complies with the standards of the land use district of the subject property; . (4)� _ The Proposal ctaniplie 3 wittii envy ap� afpro raster dart; tn0ster faeif les `pian, refsraerr�ent plan rtai aur; ` W special planned dls'tdct' ` NOT APPLIt LE, m z ♦ (5) The proposal complies with the applicable sections of SDC 4.2, Infrastructure Standards-Transporlahon ♦ (6) The proposal complies with the appM_a'ble sectiofts of SOC 4.3, Infrastructure Standards -Utilities 4-(7) The proposal complies with the applicable sections of SDC 4.4, Landscaping, Screening, and Fence Standards ♦ (8) The proposal complies with the applicable sections of SGC 4.5. On -Site Lighting Standards- 4-(9) tandards.♦(9) The proposal complies with the a,pplicaW, se --tions of SDC 4.6, Motor Vehicle Parking, Loading, and Bir" Parking Standards. -► (10) The proposal comp);es with the applicable sections of SDC 4.7, Specific Development Standards. (11) The propo5al earn e; Ifyi a ti A15(e° a:1 , et Sf)i s 4A Umpolary. t Ise Stands=ds. NOT APPLICABLE 0Ft� CORNERSTONEROWELL Mttl• COMMUNITY HOUSING 0 Home First BROKAW Page 1 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards_ ♦ (1) The proposed Land use is a peer rWed use or is allowed as a discretionary use in the land use district_ NEARBY ZONING SDC Table 3.2.210 lists Multiple unit housing as a permitted use (P*) in the R-2 district when in conformance with SDC 4.7.375 through 4.7.385. We are following the Type 1 approval path and, therefore, will not need comply with SDC 4.7.385 (Multiple Unit Housing - Discretionary Option). a a 4 as w LD RESIDENTIAL (R-1) _ _ ,•.w<r%not :,a �,S MID RESIDENTIAL (R-2) HD RESIDENTIAL (R-3) r ' e e x r Y J I -Io-(3) The proposal complies with the standards of the land use distrrrt of the subject property, The proposal is in an R-2, medium density residential, land use district. The proposal shall comply with standards in Section 3.2.200 - Residential Districts. 3.2.210 Permitted Land Uses. See summary above. 3.2.215 Lot Area and Dimensions. The proposed apartment building will have 39 dwelling units. The development site is approximately 1.26 acres. The project is affordable housing and is therefore subject to density standards in 4.7.405-G-2: 42 units per net acre maximum. The calculated units per acre is 31. 3.2.220 Setbacks. Please see setbacks shown on attached Architectural Site Plan. 3.2.225 Lot Coverage and Impervious Surface Standards. Table 3.2.225 states lots or parcels of 4,500 square feet or larger in size shall have 45% maximum lot coverage of impervious surface. The impervious surface in this case is the roof footprint of the building: 19,320 sf. The lot is about 1.26 acres (54,860 sf). The lot coverage of impervious surface (i.e. building roof footprint) is 35%. 3.2.230 Height. Building height maximum for R-2 is 50 feet. The building is 27 feet tall. 3.2.235 Density. Outlines requirements for calculating net density. Density requirements herein were used to calculate density stated in 3.2.215. Sections 3.2.240 thru 3.2.275 do not apply. Page 2 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Pian Revieorr application based on the following standards: ♦ (5) The proposal complies with the applicable sections of SDC 4.2, Infrastructure Standards -Transportation. SDC 4.2.105(A) General Provisions Legend '0. Functional Classification _ Major Arterial �r Minor Arterial r100 iMajor Collector L. — Minor Collector IA - - i Local Road/Alley 16th Street is ; - r_ - Urban Growth Boundary "Local Road/Alley" MARC Water Body per Figure 2 of _ Springfield TSP. %sem Willamalane Park & Recreation Property City Limits SDC 4.2.105(B) Traffic Impact Study (TIS) Note: All new alignments are conceptual. Actual alignments will be determined during project development. A TIS does not need to be conducted for Cornerstone's Springfield Apartments Project because it does not meet the peak hour or average daily traffic thresholds as calculated below using trip generation rates from the ITE Trip Generation Manual, 10th Edition, 2017. Use Classification: Low -Rise Multifamily (220) Trip Generation Rates per Dwelling Unit AM Peak: 0.46 PM Peak: 0.56 Daily: 7.32 Dwelling Units in Project: 39 AM Peak Trips estimate: 39(0.46) = 17.94 trips/peak AM hour (under 100 trips during any peak hour) PM Peak Trips estimate: 39(0.56) = 21.84 trips/peak PM hour (under 100 trips during any peak hour) Daily Trips estimate: 39(7.32) = 284.7 trips/day (UNDER 1,000 trips/day threshold) Page 3 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The f)irector must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards: The proposal complies ><vvith the applicable s_z_-t)ons of SOC 4.2, Infrastructure Standards -Transportation. SDC 4.2.105(C) Minimum street curb -to Table 4.2.1 curb widths Minimum Street Right -of -Way and Curb -to -Curb Standards Fig. 1 Rlghtol4Ney Curb-wCurb bevel hewl Lanes Turn Lane �m Planting 8 l No. Street Class"l-tion (1) Width (i) Lanes VVIdth Width (2) Bikeways (3) and Curb (4) Sidevralk 4.2 &D Major Arterial (5) 7110'412184' 78'/8g'A3'D' d 12' 14'where8' both sides 5' 7' bath edea r�1' App elx MSIa �] _ RRUYJI [OxmOt' c,� 1L6 VVVi'iR� E^ CE•� required aEwMw: ,rO.Y] 4.2 E.G Minor/U[edel (5) 78188'180' S2744Td8' 2 12' 14'where g'bolh sides 5' 7'bcth aides �x n Is ST -7' 114" (p-,sneo n'�0 required exn rL rrr .4,,r] 42 H.1 Major Collector 725641158' 52744138' 2 12' 14' where 8' both sides 5' S' balk sides requlred Minor Cailecl.r NcrnF 42 K- Residential Districts 701mr1 ' 5014P7d4' 2 11' 13'whare 8' both sides 5' 5' both skk. M (6) required Minor Cohector- 4.2 NF Resitlerdi) Dlstrkts 58750'142' 3813022' 2 11' 13'where NIA 5' S' bath aides (68) required 4.20-S Local Street <15%�i.g1/41' ' 135128'R0' 2 10' WA Not required 5' 5' both slope (7)�' V sides Local Street at 5% 4.2 T -V slope (1) 48740732' 35728'20' 2 10' NIA Not required 6' cubs only 5' both aides Cul^de4sc Bulb 83'tliems^.er 701diemeter WA WA WA WA 5oroundbrulb 5'arauntl bulb May 20 ocudx.itlgi WA WA WA Not required Not required! paving The 16th street ROW is fully improved and of adequate width per table 4.2.1. Adequacy was confirmed during the DIM and by Clayton McEachern, CoS Civil Engineer, in his Engineering Comments Memorandum dated June 29, 2023. He did note that streetlight installation may be required as part of the development (see response to section 4.2.145 on page 6). Figure 4.2-C LOCAL STREET <15 PERCENT SLOPE WITH ,) f' PARIONG ON am SIDES 5 t. Ref. Section 4.2-105.C, ILLUSTRATIVE ONLY E'i jm�z _ o lig Exhibit: Portion of Existing Conditions Plan (full plan included with submittal) illustrating the ROW width of 16th Street. Page 4 of 17 1 o V a ? �m 0 y 1 n law �/I r�1' App elx MSIa �] _ RRUYJI [OxmOt' c,� 1L6 VVVi'iR� E^ CE•� aEwMw: ,rO.Y] . C' i$ $ 9�/wee [OIYD Lpr lOGir R uK $ y,..: E iro.DO � —3svl/r �x n Is ST -7' 114" (p-,sneo n'�0 exn rL rrr .4,,r] Exhibit: Portion of Existing Conditions Plan (full plan included with submittal) illustrating the ROW width of 16th Street. Page 4 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The Director must approve, approve with condikions, or deny a proposed Site Plan Review application based on the following standards ♦ (5) The proposal complies with the apphcabte sections of SDC 4.2, Infrastructure Standards -Transportation SDC 4.2.105(D) Street Network Standards - General Criteria, and (E) Street Network Standards - Needed Housing, and (F) Medians Cornerstone's Springfield Apartments development and its connection to 16th Street does not affect this local street's adherence to the criteria outlined in these code sections. SDC 4.2.105(F), (H) -(M) - Not Applicable SDC 4.2.105(G) Additional Right -of -Way and Street Improvements The following improvements were identified during the Development Initiation Meeting (DIM) on June 27, 2023 by City of Springfield staff: 1. Installation of street lighting, 2. Relocation of overhead electrical service for the site to underground (feasibility to be determined), and 3. Addition of street trees (smaller trees were selected for installation in the planting strip, due to underground utilities in this location). Refer to the Architectural Site Plan (A-100) and Landscape Plan (LA -1) to see how we have incorporated these improvements into the development. SDC 4.2.110 Private Streets, SDC 4.2.125 Intersections, SDC 4.2.150 Multi -Use Paths, SDC 4.2.160 Accessways - Not Applicable Page 5 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on thi following standards: —0� (5) The proposal complies with tlw apphcable sections of SDC 4.2, Infrastructure Standards- ranspoeaauan. SDC 4.2.120 Site Access and Driveways - General Currently there are three driveway curb cuts serving the site. We have reduced the number to two curb cuts --one serving a parking lot on the north side of the site and the other serving a parking lot on the south side. Any existing, unused curb cuts will be restored to full height. We received confirmation during that DIM that the two proposed driveways are well -located and allowable by current code requirements. This was echoed in Clayton's Engineering Comments Memorandum. Refer to the Existing Conditions Plan (Cf. 0) for locations of current driveways (to be removed) and the Architectural Site Plan (A-100) for proposed driveway locations, dimensions, .and separation distances. SDC 4.2.130 Vision Clearance Area No obstructions between 2.5' and 8' tall (from curb height) will be located within the vision clearance areas for either of the two development's driveways. Refer to the Landscape Plan (LA -1) for identification of the affected areas and compliance with the requirements of this section. SDC 4.2.135 Sidewalks and SDC 4.2.140 Street Trees Existing sidewalks and planting strips are adequately sized and deemed acceptable by CoS staff. Street trees will be planted in accordance with City standards and CoS staff recommendations during the DIM that trees planted in the planting strip be limited to smaller trees/shrubs so as to avoid root disturbance of gas utility lines that are buried there. Refer to the Landscape Plan (LA -1) and Planting Schedules (LA -2) for locations/species of street trees. SDC 4.2.145 Lighting Standards Direct bury, roadway style street lighting will be added on 16th Street in accordance with this section and CoS Engineering Design Standards and Procedures Manual. This addition was discussed during the DIM and noted in Clayton's June 29, 2023, Engineering Comments Memorandum. In this Memorandum, it was also noted that a minor PIP/Encroachment Permit may be required for installation of the street light(s). Refer to the Architectural Site Plan (A-100) for the location of the new street light(s). Page 6 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The Director must approver approve with conditions, or deny a proposed Site Plan Review appkation based on the following standards: ♦ (6) The proposal complies with the applicable sections of SDC 4.3, Infrastructure Standards -Utilities. SDC 4.3.105 Sanitary Sewer Sanitary sewer design for this project is in conformance with the applicable sections of the Engineering Design Standards and Procedures Manual (EDSPM). Refer to the Utility Plan (C3.0) for sanitary sewer mains and connection location. SDC 4.3.110 Stormwater Management A stormwater management system that complies with this section, the 1 -year TOTZ overlay district requirements, and HUD's application of NOAA requirements (required for projects receiving federal funding that cannot keep storm water levels leaving the site below "pre -Lewis and Clark" levels) has been designed for this site. Accordingly, all runoff from impervious surfaces (including the roof) is being vegetatively treated, no storm water is being infiltrated (due largely to poor infiltration rates), and a detention facility has been included in order to meter the discharge of site storm water to the CoS stormwater system. Connecting to the CoS stormwater main will require a pothole and, as such, a minor PIP and an -encroachment permit are likely required. Refer to the Civil Grading Plan (C4.0), Utility Plan (C3.0), and Civil Details (C5.0 and C5.1) for connection location with the CoS storm main, rain garden locations and sizes, location of the detention facility, and details. The Geotech report included with this application package provides information on soils and the water table. Additionally, because the site is located within the 1 -Year TOTZ, a Full Stormwater Management Report was completed. Compliance with 1 -year TOTZ requirements is addressed on page 17 of this narrative report. CoMamMant Source Inventory • QVaNid 5ltm • ENm-aid-ICb.nup BBas Otu.P F.dN.. Tmdc neunw sqw Xa-drn-/fifaid Wkws • U-Mlwu S.." Ta -V - &-g. T- U. -M-0 -peT- Uw-M-0 Sap-Tn Qa R"%WW weave-w.,W a-ww.- • n-teat-sxria-- SaO-VV-q-Fadol. 6enaralhad Zonlrp MAIACumin -'dal .------ Ou-rrylAGnhq Pubft*p-n Sp— f__ 07 16THQ CoMamMant Source Inventory • QVaNid 5ltm • ENm-aid-ICb.nup BBas Otu.P F.dN.. Tmdc neunw sqw Xa-drn-/fifaid Wkws • U-Mlwu S.." Ta -V - &-g. T- U. -M-0 -peT- Uw-M-0 Sap-Tn Qa R"%WW weave-w.,W a-ww.- • n-teat-sxria-- SaO-VV-q-Fadol. pb.r-a. flme or Travel Zones Q 1-y.,TOT 2 y— sm. 10 y- 20 y -vs Q zonedc -w w-(9v-oTarl l 540. b1.dzoC 10 -OS mmmi ZOC 0 2090 -61-d ZOC ® van Cify Lk",t M y SP*gF;eld V. 19 f I Eugene SITE WITHIN 1 -YEAR TOTZ Exhibit: Wellhead Protection Areas Map - Excerpt of Site Area - City of Springfield and Springfield Utility Board Page 7 of 17 6enaralhad Zonlrp MAIACumin -'dal Industrial Ou-rrylAGnhq Pubft*p-n Sp— pb.r-a. flme or Travel Zones Q 1-y.,TOT 2 y— sm. 10 y- 20 y -vs Q zonedc -w w-(9v-oTarl l 540. b1.dzoC 10 -OS mmmi ZOC 0 2090 -61-d ZOC ® van Cify Lk",t M y SP*gF;eld V. 19 f I Eugene SITE WITHIN 1 -YEAR TOTZ Exhibit: Wellhead Protection Areas Map - Excerpt of Site Area - City of Springfield and Springfield Utility Board Page 7 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards —1p,(6) The proposal complies with the applicable sections of '-;DC 4 3 Infrastructure Standards -Utilities. SDC 4.3.115 Water Quality Protection, 4.3.117 Natural Resource Protection Areas Per the Water Quality Limited Watercourses (WQLW) Map shown below, our site contains no riparian or wetland ecosystems, is not within a Natural Resource Protection Area, and is at least 350' away from any tributary to a WQLW. Therefore, these code sections are not applicable to our site or project. Refer to the Existing Conditions Plan (C1.0) to corroborate the existing natural characteristics of the site. SITE ! I 4 ' R�f ) f — I Water Quality Limited Watercourses Wate (kW1ltyUm6ed WatermereesfWQLW) ® sR I Rmmo<,uu. _/+� T.Idrt.ryxWaterQaltryllmlxtl WnerOwnel<t000dr) ` See PxnaeeeWfmRypenywMln 100' roo.arnCar.Wor-SP •i.•.:�� OtMIOeiOReOnnd B6uvQaax. - S~�Nmymy _^ Wah QWlty Llm Wner Wl<I000rf) _ \ 9teMan MYwf>ReP>MwRhm 150' apn.ac�m.-sp elNw--4�Nwtw. FEMA Dedgm Led Flatdplafn Aneaxd0ufineuay 1,1019 wax. Wa0ryum0ed walnc0u.sel>Iyma l _ srcevla�Im.re..(wvmcntrvmmin l50' flootlpa'.i WpaOan[.uker-05' r—d— Wnwdyfo,.aw�mnvra�Oramnanreemr. )ns/IOOI. Wmen�axrmrYxeC.Ynnm..rcmzeme arsmNAby 1.10reOdyp Ny1ftW WMWmOpbOvay0hke0m W Exhibit: Water Quality Limited Watercourses Map -Excerpt of Site Area City of Springfield and Springfield Utility Board SDC 4.3.120 Utility Provider Coordination, 4.3.125 Underground Placement of Utilities, 4.3.127 Electrical Service, 4.3.130 Water Service and Fire Protection Placement, and availability, of utilities for this project is in accordance with these sections, CoS staff feedback during the DIM, and in cooperation with utility providers. During the DIM, CoS staff discussed the need to/feasibility of routing existing overhead wires/services underground as part of this development. The pole at the NW corner of the property will be left in its current placement, regardless, but CoS staff would like the pole south of that to be removed/services routed underground. SUB needs to determine whether the properties across 16th that appear to be served by these wires can be served from an alternate line. If the undergrounding is required, a utility easement will likely need to be dedicated. Refer to the Utility Plan (C3.0) for utility locations on the site. Page 8 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5."7.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review apps+F_•3bon based on the folknving standards: ♦ (6) The proposal complies with the applicable sections of SDC 4 3 Infrastructure Standards-Uhlitias. SDC 4.3.140 - Public Easements If relocating overhead lines to underground is required of this development and a utility easement is required, said easement will comply with the requirements of this section. SDC 4.3.135 Major Electrical Power Transmission Lines, 4.3.145 Wireless Telecommunications System (WTS) Facilities - Not Applicable. -o.(7) The proposal complies with the applicable sections of SDC 4.4, Landscaping, Screening, and Fence Standards. SDC 4.4.105 Landscaping The landscaping for this development complies with this code section --this includes, irrigation, coverage, planting types and planting locations. Refer to the Landscape Plan (LA -1) and Planting Schedules (LA -2) for the above noted information. See page 15 for our response to item 10 on the approval standards list, which illustrates our compliance with applicable standards from SDC Section 4.7 including Multiple Unit Housing Design Standards section 4.7.380. SDC 4.4.110 Screening Screening for garbage and recycling receptacles is not required as these items are stored in Trash Room 108 - inside the building. Screening between 16th Street and the aboveground utilities (backflow vaults and electrical transformer) at the Northwest corner of the property is shown on the Landscape Plan (LA -1). Page 9 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.97.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards: -0. (7) The proposal complies with the applicable sections of SDC 4.4, Landscaping, Screening, and Fence Standards. SDC 4.4.115 Fencing There will be no fences along the front yard or southern side yard property lines. There is currently a fence along the northern side yard property line that will be kept. The fence along the rear yard property line will be replaced. Any fences that are installed will comply with this section and table 4.4.1 from this section, exhibited below. Refer to the Architectural Site Plan (A-100) for fencing locations. Exhibit: Table 4.4.1 Page 10 of 17 Base Height by Land Use District Yard Type Residential Commercial Industrial PLO MS FrontYard(1) 6'(2) 6' 678'(3) 6' 6' Street Side Yard(4) 6' 6' 678'(3) 6' 6' Rear Yard 6' 6' 6'18'(3) 6' 6' Height Exceptions 8710'(5) 8' 8'(6) 8' N/A Vision Clearance Ares(7) 2,/z, 2 I 2 I 2'h' 2'V2 Barbed/Razor Wire/Electric Y(8) Y(8) Y(8) Y/N(8) N Page 10 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards: -► (8) The proposal complies with the applicable seclions of SDC 4.5, On -Site Lighting Slandafdi SDC 4.5.110 Lighting Standards All on-site lighting for this development complies with this code section (and the 2 lumen minimum illumination required for all on-site internal sidewalks by SDC 4.7.380(6)(h)). Courtyard Lighting Two of Lithonia's Radean Post Top light fixtures will be centrally located within the courtyard to provide general illumination of the space. The max installation height will be 20' (height of the roof eave and standard mounting height for this fixture). The color temperature of this product is 4000 kelvin, the wattage is 60W, and employs type V distribution. QMcuityBrands /i usrWMA cAuYnNV1ff Parking Lighting One of Lithonia's RSX1 Series LED Area Luminaires will be centrally located along each of the parking -lot -adjacent sidewalks on either side of the building (North and South). The max installation height will be 20' which is the standard mounting height for this fixture (note that the maximum allowed in section SDC 4.7.380(C)(1)) is 25', and the primary structure is 26' 3"). In this case, lights are placed further than 50' from the property lines and abutting residences so they can be taller than the 12' max listed in SDC 4.7.380(C)(3). The color temperature of this product is 4000 kelvin, wattage is 51W, and it employs type I I I distribution. Refer to the Architectural Site Plan (A-100) for types, locations, orientations, and max heights of outdoor lighting fixtures. Also, see attached product -specific documentation on shielding, illumination types, wattages, luminous area, and a photometric test report for each fixture type. Page 11 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.0:7. 125 Approval Standards, (A) The Director must approve, approve with conditions, or deny a proposed Site Pian Review application based on the following standards: ♦ (9) The proposal complies with the applicable sections of SDC 4.6, Motor Vehide Parking, Loading, and Bicycle Parking Standards_ 4.6.110 Motor Vehicle Parking—General. Off-street parking is provided per requirements. Please see Architectural Site Plan (A-100) for proposed parking lot plan. 4.6.115 Motor Vehicle Parking—Parking Lot Design. Off-street parking complies with dimensional standards. Please see Architectural Site Plan (A-100) for proposed parking lot plan. 4,6.120 Motor Vehicle Parking—Parking Lot Improvements. The parking lots conform to the standards. Please see Civil sheets, Landscape Plan (LA -1), and Architectural Site Plan (A-100) for proposed parking lot. 4.6.125 Motor Vehicle Parking—Parking Space Requirements. 1 space for each dwelling unit. 39 parking spaces are provided for 39 dwellings units in the proposed project. Sections 4.6.130 and 4.6.135 do not apply. 4.6.140 Bicycle Parking. Continued on next page. Page 12 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards: -► (9) The proNnal complies with the applicable sections of SDC 4-6, Motor Vehicle Parking, Loading and Bicycle Parking Standards - (Continued) 4.6.140 Bicycle Parking. This project complies with bicycle parking provisions of this section. 4.6.145 Bicycle Parking—Facility Design. Three different methods for bicycle parking are proposed. Short term and several long-term spaces are standard powder -coated inverted U racks. Nine long-term spaces are inside lockable closets with vertical wall -mounted bike racks. The remaining long-term spaces are wall -mounted bike racks located near dwelling unit entries. Some of the required long-term bicycle spaces are provided on the second floor. The building is served by an elevator. All long-term spaces are sheltered from precipitation and lit with electric light fixtures. Oversized and alternative bicycle spaces are provided on the first floor. Please see Bicycle Parking Plans on the following page. 4.6.150 Bicycle Parking—Facility Improvements. All bike parking floor and wall racks will be secured to the ground or building structure. Please see Architectural Site Plan for proposed short - and long-term bicycle parking spaces and their locations relative the main building entrance and unit entries. All spaces are located outside of public and private walkways. Nine long-term spaces are in individual storage closets accessed within the secure exterior walkway on the southwest corner of the building. 4.6.155 Bicycle Parking—Number of Spaces Required. Table 4.6.3 Minimum Required Bicycle Parking Spaces Long- and Short -Term Bicycle Use Category Specific Uses Number of Required Spaces Parking Percentages Residential Single unit dwelling & middle Zero N/A housing Multiple unit housing 1 per dwelling unit 75% long-term 25% short-term Dormitories 1 space per every 3 occupants 50% long-term 50% short-term Assisted care and day cares 1 per 5 employees 75% long-term 25% short-term Other residential uses 50% long-term 1 per dwelling unit 50% short-term Summary of bicycle parking space quantities in this project: (42) spaces are provided. Of those spaces, (32) are long-term and (10) are short-term. (3) of the long-term spaces accommodate oversized bicycles. Page 13 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.97.125 Approval Standards. (A) The Director must apr eve with coWitions. or deny a proposed Site Plan Review application based on the following standards - Exhibit: Bic de Parking Plans Bike Space Ke COVERED EXTERIOR WALKWAY IN YELLOW (4) 50' radius from main building--.,, entrance (10) S--< Secure (5) L -C ,.co ' t - DWELLING UNITS 'Z r LE- EV El, .w•r 1. --�-. Roof edge above ,- �I `S• shown dashed (10) L -W Z I` p Lu Z J 0 .� DWELLING UNITS ` r `- 2ND FLOOR BIKE PARKING PLAN Secure gate L O Roofedge -above shown dashed A IST FLOOR BIKE PARKING PLAN N Scale: 1/64" = V-0" when printed on 8.5" x 11" sheet of paper 6' (2) (2) Short -Term (S) Spaces - Inverted LI -rack 1.5' 1.5' Long -Term Oversized (L -O) Space 8' Inverted LI -rack 4' Powder -coated '----_inverted U -rack secured to pavement 4' Long -Term Closet (L -C) Space - Vertical wall rack inside lockable closet RACOR Solo Vertical Bike Rack V Long -Term Wall (L -W) Space Wall z rack near unit entry - Bike Solutions Wall -It Bicycle Parker • (powder -coated wall rack with security arm for locking bike) Refer to Architectural Site Plan for more information. Page 14 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5,17.125 ,Approval Standards. (A) The Director must approve, approve with condltians, of deny a proposed Site Plan Review application based on the following standards: (10) The proposal complies with the applicable sections of SDC 4.7, Specific Development Standards. 4.7.375 Architectural Design Standards. (C) Standards (Clear and Objective) (1) Building Form. Please refer to Building Elevations on this page and 3D diagram on the next page. Decorative cladding pattern Eaves and variation in cladding Entry canopy (depth > 12", typical) material at accent areas 20'-0" i -0 I I' 71 7 F. _J n� 8 -o-o WEST ELEVATION (16TH STREET] Recessed entry covered front porch 1/32" = 1'-0" Patio roof - wood frame with 3D diagram on JR eel support brackets Yellow =Recess` oof extension next page - --- _ -20,-0. L -21- FT 171 -4 1 _ ' 0'-O° SOUTH ELEVATION 1/32" = 1 "-0" Asphalt shingle roof Offsets in building face Fiber cement lapped siding 20'-0" EAST ELEVATION 1/32" = 1'-0" I. I Tl CL 1 IML U1 LT NORTH ELEVATION 1/32" = 1'-0" T-1i �I w�'! .I M --- Et0,-0„ `For more information on recesses and extensions, refer to the building footprint in the Architectural Site Plan. Page 15 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards, (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards: ♦ (10) The proposal complies math the applicable sections of SDC 4.7, Specific Development Standards. 4.7.375 Architectural Design Standards. (C) Standards (Clear and Objective) (2) Building Orientation. Doors, porches, and windows are provided on all four main elevations. Percentages of coverage of those elements on each elevation on each floor are as follows: West (16th St) Elevation - 1 F 70%, 2F 53% South Elevation - 1 F 63%, 2F 54% East Elevation - 1 F 69%, 2F 53% North Elevation - 1 F 64%, 2F 53% (3) Detailed Design. (a) Menu Option. At least six features are provided on all four main elevations. Please refer to the Building Elevations on the previous page. 3D DIAGRAM - RECESSES AND EXTENSIONS IILDING )OF CESSED kLL TIO ROOF ,is diagrammatic. Final rial color selections will ..atermined in future design work. Page 16 of 17 SPRINGFIELD, OREGON SITE PLAN REVIEW - TYPE 1 APPLICATION COMPLIANCE NARRATIVE 5.17.125 Approval Standards. (A) The 17irecbw must approves approve with conditions, or deny a proposed Site Plan Review application based on the following standards: ♦ (10) The proposal complies with the applicable sections of SDC 4.7, Specific Development Standards, 4.7.380 Multiple Unit Housing (Clear and Objective Standards). (C) Development Standards for Multiple Unit Housing Developments in the R-2 and R-3 Districts. (1) Common Open Space. Proposed development is over 20 dwelling units per acre; therefore, per (d), common open space standard does not apply. (4) Garbage and Recycling Receptacle Storage. There is a garbage and recycling room inside the building, accessible from the north parking lot. See the Architectural Site Plan. (5) Landscaping, Fences, and Walls. See Landscape Plan (LA -1) and Architectural Site Plan (A-100). (6) Pedestrian Circulation. See Architectural Site Plan (A-100). (7) Parking and (8) Vehicular Circulation. Please see Civil sheets, Landscape Plan (LA -1), and Architectural Site Plan (A-100). 1 -Year TOTZ Compliance Narrative Site Design The subject property is located in a 1 -year Time of Travel Zone (TOTZ). To protect the wellhead, the development will be required to follow City of Albany and Springfield Utility Board requirements. Stormwater vegetative facilities will be lined, have 24" of growing media, and will not infiltrate run-off onsite. Additionally, surface run-off will be directed away from the 250' wellhead buffer." Hazardous Material Management and Use In compliance with SDC 3.3.235, the selection of building materials, use of hazardous materials onsite during construction, and management of any hazardous materials/waste onsite during construction will be in accordance with this code section. Page 17 of 17 ATTACHMENT: ON-SITE LIGHT FIXTURE PRODUCT SHEETS PARKING LIGHTING RSX1 LED Area Luminaire R.. NIGHi11MEY U BAA Specifications EPA (fta @0•): 0.57 ftz (0.05 mz) W Length: 21.8" (55.4 cm) (SPA mount) — Width: 13.3" (33.8 cm) C L Height: 3.0" (7.6 cm) Main Body H 7.2" (18.4 cm) Arm J Weight: LJ (SPA mount): 22,0 lbs (10.0 kg) Design 5electoptlonsIndicated by th iscolor background. Catalog Number Introduction The new RSX LED Area family delivers maximum value by providing significant energy savings, long life and outstanding photometric performance at an affordable price. The RSX1 delivers 7,000 to 17,000 lumens allowing it to replace 70W to 40OW HID luminaires. The RSX features an integral universal mounting mechanism that allows the luminaire to be mounted on most existing drill hole patterns. This "no -drill" solution provides significant labor savings. An easy -access door on the bottom of mounting arm allows for wiring without opening the electrical compartment. A mast arm adaptor, adjustable integral slipfitter and other mounting configurations are available. qp design select • Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuityb n s c m/desig nselect. *See ordering tree for details Ordering EXAMPLE: RSX1 LED P4 40K R3 MVOLT SPA DDBXD RSX1 LED RSX1 LED P1 P2 30K 3000K 40K 4000K R7 Type 2 Wide MVOLT (120V -277V) t HVOLT (347V-4804)' R3 T ie3Wide 1`3 XVOLT (277V-48OV)4 50K 5000K_ R3S Type 3Short P4 Double fuse (208, 240, 480) 5 R4 Type4Wide (use specific voltage for FAD Field adjustable output' 114S Type 4Short options as noted) control (control ordered separate)' RS Type SWide 1203 2715 R55 Type 5Short' 208' 3475 AFR Automotive Front Row 2401 48.0.1 AFRR90 Automotive Front Raw Right Rotated AFRL90 Automotive Front Row Left Rotated Shipped Installed HS House -side shield • �a PE Photocontrol, button style" ,PER7 Seven-wuetwist-lock receptadeonly(no controls) ''"" SF Single fuse (120, 277,347)1 DF Double fuse (208, 240, 480) 5 SPD20KV 20KVSurgepack(100standard) FAD Field adjustable output' DMG 0-10Vdimming extend out back ofhousing for external control (control ordered separate)' (SPA Square pole mounting f30"min. Apole for 1at90°,35"min S0polefor2,3,4at90J RPA Roundpole mounting (3.2" min. dia. FIND pole for 2, 3,4 at 90o, 3.0" min dia RIID pole fo, I at V, 2 at 180 , 3 at 1201 MA Mast arm adaptor (fits 2-3/8" OD horizontal tenon) is Adjustable slipfitter (fits 2.-318" OD tenon) b WBA Wall bracket' WBASC Wall bracketwith surface conduit box AASP Adjustable tilt arm square pole mountings AARP Adjustable tilt arm round pole mounting s AAWB Adjustable tilt arm with wall bracket' AAWS( Adjustable tilt arm wall bracket and surface conduit box Shipped Installed *Standalone and Networked Sensors/Controls (factory default settings, see table page 9) NLTAIR2PIRHN nLightAIR generation2,withNetworked,Bi-Level motion/ambient sensor° BAA Buy America(n) ActCompliant CCE Coasta I Constructiorib *Note: NLTAIR2 PIRHN with nLight Air can be used as a standalone or networked solution. Sensor coverage pattern is affected when luminaire is tilted. Shipped Separately (requires some field assembly) EGS External glare shield' EGFV External glare full visor (360o around light aperture)' BS Bird spikes 15 ��u DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured Dark Bronze DBLBXD Textured Black DNATXD Textured Natural Aluminum DWHGXD TexturedWhhe L/THG/1//A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.corr Lithonia RSX1 Area LED f'ARev. 06/27/23 L/G/5/T//VG m 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 1 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING • External Shields VIP - NOTES 1 Any Type 5 distribution, is not available with WBA. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 3 HVOLT driver operates on any line voltage from 347480V (50/601Hz). 4 XVOLT driver not available with Pl or P2. XVOLT driver operates on any line voltage from 277V -480V (50/60 Hz). XVOLT not available with fusing (SF or DF) and not available with PE. 5 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 6 Maximum tilt is 900 above horizontal. 7 It may be ordered as an accessory. 8 Requires MVOLT or 347V 9 Two or more of the following options cannot be combined including PE, DMG, PER7, FAO and NLTAIR2 PIRHN. (Exception: PE and FAO can be combined; also PE and DMG can be combined.) 10 Compatible with standard twist -lock photocells for dusk to dawn operation or advanced control nodes that provide 0-1 OV dimming signals. Wire 4/Wire 5 wired to dimming leads on driver. Wim6/Wire7 capped inside luminaire. Twistlock photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 11 For units with option PER7, the mounting must be restricted to+/ -45° from horizontal aim per ANSI 0136.10-2010. 12 Must be ordered with PIRHN. 13 Requires MVOLT or HVOLT. 14 Must be ordered with NLTAIR2. For additional information on PIRHN visit here. 15 CCE option not available with WBA, WBASC, AASP, AARP, AAWB, AAWBSC, EGS, EGFV and B5. 16 Must be ordered with fixture for factory pre -drilling. 17 Requires luminaire to be specified with PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. House Side Shield External Glare Shield External 360 Full Visor Accessories including bullhorns, cross arms and other adpaters are available under the accessories tab at Lithonia's Outdoor Poles and Arms product page. Click here to visit Accessories. HANDHOLE ORIENTATION (_ D B I/N 111A Handhole RSX POLE DRILLING Template N8 Top of Pole 0.563" 1.325" 2.650" RSX STANDARD ARM & ADJUSTABLE ARM s Round Tenon Mount - Pole 2-3/B" RPA,AARP AS3-5190 AS3-5280 A53-5290 AS3-5320 AS3-5390 AS3-5490 2-7/8" RPA, AARP A925-190 AST25-180 A925-290 AST25-320 AST25-390 A92549D 4' RPA, AARP AST35-190 A935-280 AST35-290 AST35-320 AST35-390 AST35419D Drill/Side Location by Configuration Type Head Location Drill Nomenclature Side A,B,C&D OM49AS� RSX1 - Luminaire EPA *Includes luminaire and integral mounting arm. C)ther tenons, arms, tvackets of other accessories ate not included in this EPA data- SPA -Square Pole Adaptor OS7 1.03 1.05 RPA - Round Pole Adaptor 0° 0.62 1.08 a 1.15 MA -Mast Ann Adaptor 0.49 095 089 152 1.36 2.03 1.31 1.7 1 216 1.62 1.46 2.131.36 1.8 1 2.36 136 1 1.2 1.87 1.23 1.54 1 2.1 0° Accessories Ordered and shipped separately RSXIHS RSX1 House side shield Cncludes l shield) RSXIHSAFRRU RSX1House side shield for AFRtotaled optics (includes 1shield) RSXIEGS(FINISH)U External glares hield (specify finish) RSXIE6FV(FINISH)U External glarefullvisor (spedfyfinish) RSXRPA (FINISH) U RSX Universal round pole adaptor gate(spedfyfinish) RSXWBA(FINISH) U RSX WBA wall bracket (specify finish)' RSXAB(FINISH)U RSX Surface conduit box (specify finish, for use with WRA WBA not included) DLL727F 1.5 1 Photocell -SSL twist -lock (120-271V)" Ill. L347F 1.5 CUL1U Photocell -SSL twist -lock (347V)" DLL49OF 1.5 CU L JU PhotecelI-SSLtwlst-lock(480V)" DSHORT SBKU Shortingap" External Shields VIP - NOTES 1 Any Type 5 distribution, is not available with WBA. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 3 HVOLT driver operates on any line voltage from 347480V (50/601Hz). 4 XVOLT driver not available with Pl or P2. XVOLT driver operates on any line voltage from 277V -480V (50/60 Hz). XVOLT not available with fusing (SF or DF) and not available with PE. 5 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 6 Maximum tilt is 900 above horizontal. 7 It may be ordered as an accessory. 8 Requires MVOLT or 347V 9 Two or more of the following options cannot be combined including PE, DMG, PER7, FAO and NLTAIR2 PIRHN. (Exception: PE and FAO can be combined; also PE and DMG can be combined.) 10 Compatible with standard twist -lock photocells for dusk to dawn operation or advanced control nodes that provide 0-1 OV dimming signals. Wire 4/Wire 5 wired to dimming leads on driver. Wim6/Wire7 capped inside luminaire. Twistlock photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 11 For units with option PER7, the mounting must be restricted to+/ -45° from horizontal aim per ANSI 0136.10-2010. 12 Must be ordered with PIRHN. 13 Requires MVOLT or HVOLT. 14 Must be ordered with NLTAIR2. For additional information on PIRHN visit here. 15 CCE option not available with WBA, WBASC, AASP, AARP, AAWB, AAWBSC, EGS, EGFV and B5. 16 Must be ordered with fixture for factory pre -drilling. 17 Requires luminaire to be specified with PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. House Side Shield External Glare Shield External 360 Full Visor Accessories including bullhorns, cross arms and other adpaters are available under the accessories tab at Lithonia's Outdoor Poles and Arms product page. Click here to visit Accessories. HANDHOLE ORIENTATION (_ D B I/N 111A Handhole RSX POLE DRILLING Template N8 Top of Pole 0.563" 1.325" 2.650" RSX STANDARD ARM & ADJUSTABLE ARM s Round Tenon Mount - Pole 2-3/B" RPA,AARP AS3-5190 AS3-5280 A53-5290 AS3-5320 AS3-5390 AS3-5490 2-7/8" RPA, AARP A925-190 AST25-180 A925-290 AST25-320 AST25-390 A92549D 4' RPA, AARP AST35-190 A935-280 AST35-290 AST35-320 AST35-390 AST35419D Drill/Side Location by Configuration Type Head Location Drill Nomenclature Side A,B,C&D OM49AS� RSX1 - Luminaire EPA *Includes luminaire and integral mounting arm. C)ther tenons, arms, tvackets of other accessories ate not included in this EPA data- SPA -Square Pole Adaptor OS7 1.03 1.05 RPA - Round Pole Adaptor 0° 0.62 1.08 a 1.15 MA -Mast Ann Adaptor 0.49 095 089 152 1.36 2.03 1.31 1.7 1 216 1.62 1.46 2.131.36 1.8 1 2.36 136 1 1.2 1.87 1.23 1.54 1 2.1 0° 0.57 1.03 1.05 1 152 1.36 2.03 1.31 1.7 2.26 10° 0.68 1.34 1.33 2 1.74 2.64 1.35 2.03 2.11 20° 0.87 1.71 1.73 256 2.26 3.42 1.75 2.62 3.49 30° 1.24 2.19 23 3.21 2.87 4.36 2.49 3.73 4.97 IS- Integral Slipfitter 40° 1.81 2.68 _ 2.98 3.85 3.68 5.30 3.62 5.43 7.24 AASP/AARP - Adjustable 45° 2.11 2.92 3.44 4.2 4.08 5.77_ 6.33 8.44 Arm Square/Round Pole 50° 2.31 3.17 3.72 452 4.44 6.26 _4.22 4.62 6.94 915 60° 2.11 3.66 4.38 521 5.15 714 5.431 8.14 10.86 70° 2.78 3.98 4.54 1 5.67 5.47 7.91_ 1 552 827 11.03 80` 2.76 4.18 1 4.62 1 5.97 5.76 8.31 551 _ 8.27 11.03 901 2.73 4.25 4.64 1 6.11 5.91 8.47 5.45 } 8.18 10.97 0 LITHO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • wrww.acuitybrands.com Lithonia RSX1 Area LED Rev. 06/27/23 L/GHT//Vis ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 2 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING Photometric Diagrams To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's RSX Area homepage. Isofootcandle plots for the RSX1 LED P4 40K. Distances are in units of mounting height (20'). LEGEND 4 3 2 1 0 1 2 3 4 ■0.1 fc 4r - - 3 ■ 0.5 fc 2 ■ 1.0 fc o a a 4 R2 4 3 2 1 0 1 2 3 4 4 3 0 _t a a -4 AFRL90 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-500C (32-122'F). 00C 320F 1.05 50C 100C 410F 500F 277V 1.03 150C 590F 1.02 200C 687 1.01 250C 770E 1.00 300C 350C 400C 450( 5000 860E 950f 1040E 1131 1221 0.99 I 0.98 _ 0.97 I 0.96 1 0.95 4 3 2 1 0 1 3 3 4 d 3 z _ - 0 f' 4 R3 4 3 2 1 0 1 2 3 4 4 2 4 a a d AFR Electrical Load 4 3 2 1 0 1 2 3 4 41 3� a q R4 4 3 2 1 0 1 2 3 4 4 91 I 21 ti 1 I a� 4; a a a AFRR90 4 2 0 Q s 4 3 2 1 0 1 2 3 d R5 Performance Package System Watts (W) 120V 208V 240V 277V 347V 480V j P1 51* 0.42 0.25 0.21 0.19 0.14 0.11 P2 72W O.fiO 0.35 0.30 0.26 0.21 0.15 P3 109W 0.91 0.52 0.45 0.39 0.31 0.23 P4 133W 1.11 0.64 0.55 0.48 0.38 0.27 Projected LED Lumen Maintenance 3.s0,000 75,000 100,000 >0.97 >095 >0.92 Values calculated according to IESNA TM -21-11 methodology and valid up to 40°C. L/THO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.com Lithonia RSX1 Area LED Re, 06/27/23 kfA L/0Hr1*V0 ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 3 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here - L/THO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.conn Lithonia RSX1 Area LED Re, 06/27/23 L/GHT//VG. ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 4 of 9 COMMERCIAL OUTDOOR 51W 1 R2 R3 5,482_ 6,459 (3000K, 1 1 1 30K 70111 0 0 1 2 126 127 1,121 6 1 I 1 0 0 1 139 7,121 7,096 111 1 1 1 70 ' 0 0 1 139 2 139 Pi R3S 6,631 1 0 1 129 7,286 1 0 2 142 7,286 1 0 2 142 R4 6,543 1 0 2 128 7,189 1 0 2 141 7,189 1 0 2 141 R4S RS RSS AFR AFRR90 AFRL90 R2 R3 113S 6,313 6,631 6,807 6,473 6,535 6,562 8,991 8,959 9,198 1 3 3 1 2 2 1 2 2 2 0 0 0 0 0 0 0 0 0 1 2 1 1 2 1 1 2 2 124 130 133 127 127 128 123 124 126 1 6,936 7,286 7,479 7,112 7,179 7,210 9,878 9,843 10,106 1 _3 3 1 2 2 2 2 2 0 0 0 0 0 0 0 0 0 1 136 2 143 1 147 1 139 2 140 2 140 1 135 2 137 2 139 6,936 7,286 7,479 7,112 7,179 7,210 9,878 9,843 10,106 1 3 3 1 2 2 1 2 2 2 0 0 0 0 0 0 0 1 0 0 1 136 2 143 1 147 1 139 2 140 2 140 1 135 2 137 2 139 P2 72W R4 9,077 2 0 2 1 126 9,972 2 0 2 139 9,972 2 0 2 139 R4S 8,757 1 0 2 122 9,622 2 0 2 134 9,622 2 0 2 134 RS 91198 4 0 2 128 10,106 4 0 2 1 140 10,106 4 0 2 140 115S 9,443 3 1 0 1 131 10,374 3 0 1 144 10,374 3 0 1 144 AFR 8,979 2 0 1 125 9,865 2 0 1 137 9,865 2 0 1 137 AFRR90 9,064 3 0 2 124 9,959 3 0 2 137 9,959 3 0 2 137 AFRL90 9,102 3 0 2 125 10,001 1 3 0 2 137 10,001 3 0 2 137 P3 109W R2 12,808 2 0 1 117 14,072 1 2 1 0 2 129 14,072 1 2 0 2 129 R3 12,763 2 0 2 117 14,023 2 0 2 129 14,023 2 0 1 2 1 129 R3S 13,104 2 0 2 120 14,397 2 0 2 132 14,397 2 0 2 132 R4 12,930 2 0 2 119 14,206 2 0 2 130 14,206 2 0 2 130 R4S 12,475 2 0 2 114 13,707 2 0 2 126 13,707 2 0 2 126 RS 13,104 4 D 2 120 14,397 4 0 2 132 14,397 4 0 2 132 R55 13,452 3 0 2 1 123 14,779 3 0 2 136 14,779 3 0 2 136 AFR 12,791 2 0 1 117 14,053 2 0 2 129 14,053 2 0 2 129 AFRR90 12,913 3 0 3 118 14,187 3 0 3 130 14,187 1 3 0 1 3 130 AFRL90 12,967 3 0 2 118 14,247 3 0 3 130 14,247 1 3 0 3 130 P4 133W R2 14,943 2 0 2 112 16,417 2 0 2 123 16,417 2 0 2 123 R3 14,890 2 0 3 112 16,360 2 0 3 123 16,360 2 0 3 123 113S 15,287 2 0 2 115 16,796 2 0 2 126 16,796 2 0 2 126 R4 15,085 2 1 0 1 3 113 16,574 2 0 3 125 16,574 2 0 3 125 R4S 14,554 2 1 0 2 109 15,991 2 0 2 120 15,991 2 0 2 120 16,796 4 0 2 126 16,796 4 0 2 R5 15,287 14 0 2M11 126 RSS 15,693 4 0 217,242 4 0 2 130 17,242 4 0 2 130 AFR 14,923 2 0 216,395 2 0 2 123 16,395 2 0 2 123 AFRR90 15,065 3 0 316,551 3 0 3 124 16,551 3 0 3 124 AFRL90 15,128 3 0 316,621 3 0 3 125 16,621 3 0 3 125 L/THO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.conn Lithonia RSX1 Area LED Re, 06/27/23 L/GHT//VG. ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 4 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING Luminaire Weight by Mounting Type SPA 221bs RPA 241bs MA 22 Ib s WBA 25 Ibs WBASC 281bs IS 251bs AASP 251bs AARP 271bs AAWB 281bs AAWSC 311bs RSX1 with Round Pole Adapter (RPA) Length: 22.8" (57.9 cm) Width: 13.3" (33.8 cm) Height: 3.0" (7.6 cm) Main Body 7.2" (18.4 cm) Arm RSX1 with Mast Arm Adapter (MA) Length: 23.2" (59.1 cm) Width: 13.3" (33.8 cm) Height: 3.0" (7.6 cm) Main Body 3.5" (8.9 cm) Arm RSX1 with Adjustable Slipfitter (IS) Length: 20.7" (52.7 cm) Width: 13.3" (33.8 cm) Height: 3.0" (7.6 cm) Main Body 7.6" (19.3 cm) Arm W L yl o H r _ W 7/16" locking thru bolt/nut provided L O, H W 7/8" KO -fits 1/2" NPT water- tight fitting °w I F_- fAL/THG/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.com Lithonia RSX1 Area LED Re, 06/27/23 L/GHT/NG ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 5 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING Emmir RSX1 with Wall Bracket (WBA) Ju - Length: 23.6" (59.9 cm) Width: 13.3" (33.8 cm) Height: 3.0" (7.6 cm) Main Body 8.9" (22.6 cm) Arm Ll W RSX1 with Wall Bracket with Surface Conduit Box (WBASC) 0001 �I �_ rl G° Ir L CD 3/4" NPT taps with plugs - Qty (4) provided Wall Bracket (WBA) Mounting Detail 0 0 OOH D m ]A O 0 M % u O Surface Conduit Box (SCB) Mounting Detail Length: 25.3" (64.3 cm) ` o Width: 13.3" (33.8 cm) 4 0 0 Height: 3.0" (7.6 cm) Main Body Flo 0 0 9.2" (23.4 cm) Arm 4�0 f� L1r"VIVIA One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) a www.acuitybrands.com Lithonia RSX1 Area LED Rev. 06/27/23 L/GHT/NG. © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved- Page 6 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING RSX1 with Adjustable Tilt Arm - Square or Round Pole (AASP or AARP) Length: 25.3" (65.3 cm) AASP 26.3" (66.8 cm) AARP Width: 13.3" (33.8 cm) Height: 3.0" (7.6 cm) Main Body 7.2" (18.2 cm) Arm ll L I ' 7/8" KO - fits 1/2" NPT water- tight fitting H =I 0;� NOTE: RPA - Round Pole mount can also be i to mount on square poles by omitting round pole adapter plate shown here. Notes AASP: Requires 3.0" min. square pole for 1 at 90°. Requires 3.5" min. square pole for mounting 2, 3, 4 at 90°. AARP: Requires 3.2" min. dia. round pole for 2, 3, 4 at 90°. Requires 3.0" min. dia. round pole for mounting 1 at 90°, 2 at 180°, 3 at 120°. RSX1 with Adjustable Tilt Arm with Wall Bracket (AAWB) Length: 27.1" (68.8 cm) Width: 13.3" (33.8 cm) Height: 3.0" (7.6 cm) Main Body 8.9" (22.6 cm) Arm ti " j 1 7/8" KO - fits 1/2" NPT water- tight fitting H l Wall Bracket (WBA) Mounting Detail O 0 OOO O 7.0 O O"O L/THO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.com Lithonia RSX1 Area LED ` Rev. 06/27/23 L/tsHT//i/G m 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 7 of 9 w COMMERCIAL OUTDOOR PARKING LIGHTING W RSX1 with Adjustable Tilt Arm with Wall Bracket and Surface Conduit Box (AAWSC) I 3!4" NPT taps with plugs - Qty (4) provided Length: 28.8" (73.2 cm) Width: 13.3" (33.8 cm) Height: 3.0" (7.6 cm) Main Body 9.2" (23.4 cm) Arm L 00 - f 7/8" KO -fits 1/2" NPTwater- tightfitting Surface Conduit Box (SCB) Mounting Detail L O �� 4 0 o e lA o O�O 0 Automotive Front Row - Rotated Optics (AFRL90/R90) AFRR90 AFRL90 I it �r.1 oo- (Example: 2@180 - arrows indicate direction of light exiting the luminaire) f L/THO/VIA One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.com Lithonia RSX1 Area LED Rev. 06/27/23 L/GHT1/VG. ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 8 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING nLight Control - Sensor Coverage and Settings nLight Sensor Coverage Pattern NLTAIR2 PIRHN Option NLTAIR2 PIRHN °0 '5z OR Om a ,s� 20 b.1 c• cm 30 9.1 W aU m s, 40 12.2 i° 01 15.2 122 91 6-1 3 0 m 3 6.1 9.1 12.2 15.2 50 40 30 20 10 Oft 10 20 30 40 50 9 ,a: Top Side Dimmed State I High Level Photocell I Dwell TimeRamp-up Time (unoccupied) I (when occupied) ` Operation I (occupancy timedelay) (from unoccupied to oc Enabled @ 1.5FC1 7.5 minutes 3 seconds Ramp-downllme occupied to unoccupied) 5 minutes *Note: NLTAIR2 PIRHN default settings including photocell set -point, high/low dim rates, and occupancy sensor time delay are all configurable using the Clairity Pro App. Sensor coverage pattern shown with luminaire at 0". Sensor coverage pattern is affected when luminaire is titled. FEATURES & SPECIFICATIONS INTENDED USE The RSX LED area family is designed to provide a long-lasting, energy-efficient solution for the one- for-one replacement of existing metal halide or high pressure sodium lighting. The RSX1 delivers 7,000 to 17,000 lumens and is ideal for replacing 70W to 40OW HID pole -mounted luminaires in parking lots and other area lighting applications. CONSTRUCTION The RSX LED area luminaire features a rugged die-cast aluminum main body that uses heat - dissipating fns and flow-through venting to provide optimal thermal management that both enhances LED performance and extends component life. Integral "no drill" mounting arm allows the luminaire to be mounted on existing pole drillings, greatly reducing installation labor. The light engines and housing are sealed against moisture and environmental contaminants to IP66. The low -profile design results in a low EPA, allowing pole optimization. All mountings are rated for minimum 1.5 G vibration load per ANSI C136,31. 3G Mountings: Include SPA, RPA, MA, IS, AASP, and AARP rated for 3G vibration. 1.5G Mountings: Include WBA, WBASC, AAWB and AAWSC rated for 1.5G vibration. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures superior adhesion as well as a minimum finish thickness of 3 mils. The result is a high-quality finish that is warrantied not to crack or peel. COASTAL CONSTRUCTION (CCE) ptional corrosion resistant construction is engineered with added corrosion rotection in materials and/or pre-treatment of base material under superable paint. Provides additional corrosion protection for applications near0oastal areas. Finish is salt spray tested to over 5,000 hours per ASTM 8117 with cribe rating of 10. Additional lead-times apply. OPTICS Precision acrylic refractive lenses are engineered for superior application efficiency, distributing the lightto where it is needed most. Available in short and wide pattern distributions including Type 2, Type 3, Type 3S, Type 4, Type 4S, Type 5, Type 5S, AFR (Automotive Front Row), and AFR rotated AFRR90 and ARFL90. ELECTRICAL Light engine(s) configurations consist of high -efficacy LEDs mounted on metal -core circuit boards and aluminum heat sinks to maximize heat dissipation. Light engines are IP66 rated. LED lumen maintenance is >L92/100,OD0 hours. CCT's of 3000K, 40DDK and 50DDK (minimum 70 CRI) are available. Fixtures ship standard with 0-10v dimming driver. Class 1 electronic drivers ensure system powerfactor>90% and THD <20%. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSIAEEE C62.41.2). STANDARD CONTROLS The RSX LED area luminaire has a wide assortment of control options. Dusk to dawn controls include MVOLT and 347V button -type photocells and NEMA twist -lock photocell receptacles. nLIGHT AIR CONTROLS The RSX LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing with photocontrol functionality and is suitable for mounting heights up to 40 feet. No commissioning is required when using factory default settings that provide basic stand-alone motion occupancy dimming that is switched on and off with a built-in photocell. See chart above for motion sensor default out -of -box settings. For more advanced wireless functionality, such as group dimming, nLight AIR can be commissioned using a smar phone and the easy-tc- use CLARITY app. nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over -ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Integral "no -drill" mounting arm allows for fast, easy mounting using existing pole drillings. Select the "SPA" option for square poles and the "RPA" option to mount to round poles. Note, the RPA mount can also be used for mounting to square poles by omitting the RPA adapter plate. Select the "MA" option to attach the luminaire to a 2 3/8" horizontal mast arm orthe "IS" option for an adjustable slipfitter that mounts on a 2 3/8" OD tenon. The adjustable slipfitter has an integral junction box and offers easy installation. Can be tilted up to 90° above horizontal. Additional mountings are available including a wall bracket, adjustable tilt arm for direct -to -pole and wall and a surface conduit box for wall mount applications. LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.desicgnlights.org/QPL to confirm which versions are qualified. International Dark -Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. U.S. Patent No. D882, 146S BUY AMERICAN ACT Product with the BAA option is assembled in the USA and meets the Buy American) government procurement requirements under FAR, DFARS and DOT regulations. Please refer to www,acuiV.4rpl s;pmhxuz 3merinfor additional information. WARRANTY 5 -year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.aSuit-brandc..c4=_suv.ort warraw--/terms-_a.nd-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design ortypical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. I-Ir"MV/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV(7378) • wrww.acuitybrands.com Lithonia RSX1 Area LED Rev. 06/27/23 LIGHT/NG. ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 9 of 9 COMMERCIAL OUTDOOR COURTYARD LIGHTING Specifications EPA: 1.02 ft' SYM Symmetric type 71 (0.105 MI) Length: 24 (61 cm) Width: 24" 120' 347 (61 cm) H1 4„ Luminaire Height: (10.16cm) H2 Luminaire 26" Height: (66.04cm) Weight: 38lbs (17.24Kg) Radean Post Top LED Area Luminaire %.: Z �-! r—'- f �- r— e__ BAA n Catalog Number Notes Type Introduction The architecturally -inspired shape of the RADEANTIM post top area luminaire embodies the grace and strength of the RADEAN family. The twin copper -core cast aluminum arms support the slender superstructure, creating a beautiful sculpture by day transforming into a beacon of comfort by night. Triangular arms redirect reflection maintaining its visually quiet appearance. With sleek lines and simple silhouettes, these LED luminaires use specialized lighting and visual comfort to transform common areas like courtyards, outdoor retail locations, universities and corporate campuses into pedestrian -friendly nighttime environments. • • - EXAMPLE: RADPT LED P3 30K SYM MVOLT PT4 PE DNAXD RADPTLED RADPT LED P1 3,000 Lumens 27K 2700K SYM Symmetric type 71 MVOLT2 277' PT4' Slips inside 4"OD round metal pale Textured dark bronze P2 5,000 Lumens 30K 3000K ASY Asymmetric type IV 120' 347 RADPT20 Slips over 23/8"dlametertenon (4"tall tenon required) DBLBXD P3 7,000 Lumens 35K 3500K PATH PathwayTypelll 208' 480 RADPT25 Slips over a 27/8"diametertenon (4`tall tenon required) Natural aluminum P4 10,000 Lumens 40K 4000K Textured natural aluminum 2401 DWHXD P5 15,000 Lumens 50K 5000K DWHGXD Textured white Shipped installed SF Single Fuse 2 Shipped installed DDBXD Dark bronze DDBTXD Textured dark bronze NLTAIR2 nLightAIR 2.0enabled " DF Double Fuse HIS Housesideshieldb DBLXD Black DBLBXD Textured black PE Button photocell ° R90 Rotated optics s DNAXD Natural aluminum DNATXD Textured natural aluminum FAO Field adjustable output ° DWHXD White DWHGXD Textured white L17'"Z711141A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • v .lithonia.com RADPT LED L/GHF/MG, 02011-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/24/23 COURTYARD LIGHTING Ordering Information Accessories Ordered and sh,pped separately RAD115 Houseside shield (shield is white) RADCS DDBXDU Decorative clamshell base for4"RSS pole (spedkfinish) RADFRC DDBXDU Full base mverfor4"RSS pole(specily finish) For more control options, visit DTI and ROAM ontrnr PT4 RADPT20 or RADPT25 RADPT20 and RADPT25 mounting require a 4"tall tenon (standard on Lithonia poles). V e Ten Expansion Fitter u n Control Options NLTAIR2 on SW-Itter NOTES 1 2700K and 3500K may require extended lead-times. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 3 Requires nominal 4" round straight metal pole. 4 NLTAIR2 not available with PE or FAO. Must link to external nLight Air network. Does not include occupancy sensor. For more information refer to r B R pole mount sensor. 5 For left rotation, select R90 and rotate luminaire 180" on pole. 6 Also available as a separate accessory; see Accessories information at left. HS not available with R90. Shield is field rotatable shield in 180° increments. RADEAN RADPTr Acuity Part Number Description Forluminaires DsedwithMounting RSS104BPTDDBXD 10'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 I RSS124BPTDDBXD 12'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 RSS144BPTDDBXD 14'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 RSS 16 4B PT DDBXD 16'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 RSS184BPTDDBXD 1B'RoundStraight Steel -4"O.D.-Open Top RADPTLED P14 RSS204BPTDDBXD 20'RoundStraight 5teel-4"O.D.-0 en Top RADPTLED PT4 RSS254BPTDDBXD 25'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 RS5104BT20DDBXD 10'Round5tralghtSteel -4"O.D.-TenonTop RADPTLED RADPT20 RSS124BT20DDBXD 12'RoundStraight 5teel-4"O.D.-Tenon Top RADPTLED RADPT20 RSS 1448T20DDBXD WRound Straight Steel -4"O.D.-Tenon Top RADPTLED RADPT20 RSS 16 4BT20 DDBXD 16'RoundStraight Steel -4"O.D.-TenonTop RADPTLED RADPT20 RSS 18 4BT20 DDBXD 18'RoundStraight Steel -4"O.D.- Tenon Top RADPTLED RADPT20 RSS204BT20DDBXD 20'RoundStraight Steel -4"O.D.-Tenon Top RADPTLED RADPT20 RSS 25 4BT20 DDBXD 25'RoundStraightSteel -4"O.D.-TenonTop RADPTLED RADPT20 "Customer must verity pale loading per required design criteria and specified wind speed. Consult pole specification sheet for additional details. FAO (No visible change) J I. t; a� OFAL/THO/IVIA COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.lithonia.com RADPT LED L/GHrWo 0 2011-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/24/23 COURTYARD LIGHTING Performance Data AA Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown. Contact factory for performance data on any configurations not shown here. Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Electrical Load Projected LED Lumen Maintenance Data references the extrapolated performance projections for the RADPT LED platform in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM -80-08 and projected per IESNA,rM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Projected 0 ASY 2,924 2 1 2 115 3,022 2 2 2 119 3,095 2 2 2 122 3,168 2 2 2 125 3,168 2 2 2 125 P1 25 PATH 2,529 2 1 2 100 2,613 2 2 2 103 2,676 2 2 2 105 2,739 2 2 2 108 2,739 2 2 2 108 SYM 3,086 2 1 1 121 3,189 2 1 1 126 3,266 2 1 1 129 3,344 2 1 1 132 3,344 2 1 1 132 ASY 4,521 3 2 3 119 4,672 3 2 3 123 4,785 3 2 3 126 4,898 3 2 3 129 4,898 3 2 3 129 P2 38 PATH 3,909 2 2 2 103 4,040 2 2 2 106 4,137 2 2 2 i 109 4,235 j 3 2 3 111 4,235 3 2 3 111 120 SYM 4,772 2 2 1 126 4,931 3 2 1 130 5,050 3 2 1 133 5,169 3 2 1 136 5,169 3 2 1 136 ASY 6,387 3 2 3 119 6,600 3 2 3 123 6,760 3 2 3 126 6,919 3 2 3 129 6,919 3 2 3 129 1 P3 54 PATH 5,523 3 2 3 103 5,707 3 2 3 106 5,845 3 2 3 109 5,983 3 2 3 112 5,983 3 2 3 112 SYM 6,741 3 2 2 126 6,966 3 2 2 130 7,135 3 2 2 133 7,303 3 2 2 136 7,303 3 2 2 136 ASY 10,150 4 2 4 118 10,489 4 2 4 122 10,742 4 2 4 125 10,996 4 2 4 128 10,996 4 2 4 128 P4 86 PATH 8,777 3 2 3 102 9,070 3 2 3 106 T 9,289 3 2 3 108 9,509 3 2 3 111 9,509 3 2 3 111 SYM 10,713 3 2 2 125 11,071 3 2 2 129 11,338 3 2 2 132 11,606 3 2 2 135 11,606 r 3 2 2 135 ASY 14,250 4 2 4 116 14,724 4 2 4 120 15,081 4 3 4 123L16,"293 37 4 3 1 4 126 15,437 4 3 4 126 P5 123 PATH 12,322 4 2 4 1D1 12,733 4 3 4 104 13,041 4 3 4 10649 4 3 4 109 13,349 4 3 4 109 SYM 15,040 4 2 3 123 i 15,541 4 2 3 127 15,917 4 2 3 130 4 2 3 133 16,293 4 2 3 133 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Electrical Load Projected LED Lumen Maintenance Data references the extrapolated performance projections for the RADPT LED platform in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM -80-08 and projected per IESNA,rM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Lumen Package Projected 0 LED Lumen Maintenance 25,000 50,000 100,000 P1 1.00 0.96 0.91 0.82 P2 1.00 0.96 0,91 0.82 P3 1.00 0.96 0.91 0.82 P4 1.00 0.96 0.91 0.82 PS 1.00 0.95 0.89 0.78 Lumen Package LED Drive Current Voltage 120 208 240 277 347 P1 500 42.8 214 Input Current 07i 0.13 - 0.11 - 0.1 - 0.08 pA6 System Watts 26 26 26 27 25 26 P2 110 43 33.1 _ Input Current 0.33 0.19 0.16 0.14 0.11 0.08 - 39 39 _ 39 System Watts 39 38 38 P3 1100 43.2 47.5 Input Current 0.46 0.26 0.23 0.2 0.16 - 0.12 System Watts - - 55 54 - 54 S4 54 54 P4 900 87.3 786 In put Current 0.73 0.42 0.36 0.32_ 0.25 0,10 System Watts - 1 87 _ 86 86 86 86 86 PS 1250 88.2 110.2 Input Current 1 058OS 0.44 0.35 013 System Watts 120 119 119 119 120 120 L/TIALVVIA COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.lithonia.com RADPT LED L/GHT!/VG 0 2011-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/24/23 COURTYARD LIGHTING To see complete photometric reports or download .ies files for this product, visit Lithonia Ughting's RADPT LED homepage. Isofootcandle plots are considered to be representative of available optical distributions. Standard Optic House side Shield* RADPTSYM RADPT ASY 0 RADPTSYM HS •�011111111 House side shield RADPT ASY HS House side shield RADPTPATH RADPT PATH HS `'- House side shield *HS not available with R90 **For L90, use R90 and rotate luminaire 180° on pole FEATURES & SPECIFICATIONS INTENDED USE Pedestrian areas such as parks, campuses, pathways, courtyards and pedestrians malls. CONSTRUCTION Single -piece die-cast aluminum housing with nominal wall thickness of 0.125" on a 6mm thick acrylic waveguide isfully gasketd with a single piece tubular silicone gasket. FINISH Exterior parts are protected by a zinc -infused Super Durable TGICthermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum and white. Available in textured and non -textured finishes. OPTICS 6MM thick acrylic waveguide with 360° flexible LED board. Available in 2700K, 3000K, 3500K, 4000K and 5000K (80CRI) CCT configurations. ELECTRICAL Light engine consists of 96 high -efficacy LEDs mounted to a flexible circuit board and aluminum heat sink, ensuring optimal thermal management and long life. Fixtures ship standard with 0-10v dimming driver. Class 1 electronic driver has a power factor >90%, THD <20%, and has an expected life of 100,000 hours with <1%failure rate. Easily -serviceable 10kV surge protection device meets a minimum Category C Low for operation (per ANSIAEEE C62.41.2). INSTALLATION Standard post -top PT4 Type mounting configuration fits into a 4" OD open pole top (round pole only). Alternate tenon (2-3/8" or 2-7/8") mounting also available and require 4" tall tenons. Rotated R90 RADPT SYM R90 • ■ RADPT ASY R90" i • RADPT PATH R90 • • LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP65 rated. Rated for -40°C minimum ambient. Design Lights Consortium® (DLG) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please checkthe DLC Qualified Products List at www.designliahts.om/QPL to confirm which versions are qualified. International Dark -Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color or less. U.S. Patent No. D925,088S BUY AMERICAN ACT This product is assembled in the USA and meets the Buy Americe(n) government procurement requirements under FAR, DFARS and DOT regulations. Please refer to www.acuitybrands.com/ resources/buy-american for additional information. WARRANTY 5 -year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warrantyLterms and -conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. L/THGN/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.lithonia.com RADPT LED L/GHT/NG C 2011-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/24/23 10/17/23, 11:50 AM COURTYARD LIGHTING OUTDOOR PHOTOMETRIC REPORT CATALOG: RADPT Pi 40K SYM Test #: ISF 191231P4 Test Lab: SCALED PHOTOMETRY Catalog: RADPT PI 40K SYM Description: RADEAN Post -Top with Pl 4000K Symmetric distribution Series: RADPT LED Area Luminaire Lamp Output: Total luminaire Lumens: 3343.7, absolute photometry Input Wattage: 25.4134 Luminous Opening: Circular (Dia: 19.56") Max Cd: 920.3 at Horizontal: 151, Vertical: 60° Roadway Class: Type VS Polar Candela 930 180° 170°_160° 1500 146° 775 ; 1300 620 .1200 465 310 .1100 155 100" 0.00 90° 155 8p' 310 465. 520 775 :500 930 VA: 00 100 Zr 300 400 K -Max Cd; 150 H ■ -0°H ■ -900H RADPT P1 40K SYM 'Mocufly3rands fA AJMVN/II A1V1rWNG` Isailluminance 5 4 3 2 1 0 1 2 3 4 4 3 2 1 2' 3 a 5° N 20 fc 1 fc ■ 10 fc ■ 0.5 fc ■ 5 fc ■ 0.1 fc ■ 50%o Max Cd Distance In units of mount height (20ft) --- Max Cd *Test based on absolute photometry where lamp lumens=lumens total. *Cutoff Classification and efficiency cannot be properly calculated for absolute photometry. Visual Photometric Tool 1.2.46 copyright 2023, Acuity Brands Lighting. This Photometric report has been generated using methods recommended by the IESNA. Calculations are based on Photometric data provided by the manufacturer, and the accuracy of this Photometric report is dependent on the accuracy of the data provided. End-user environment and application (including, but not limited to, voltage variation and dirt accumulation) can cause actual Photometric performance to differ from the performance calculated using the data provided by the manufacturer. This report is provided without warranty as to accuracy, completeness, reliability or otherwise. In no event will Acuity Brands Lighting be responsible for any loss resulting from any use of this report. ISF 191231P4 VISUAL PHOTOMETRIC TOOL PAGE 1 OF 4 https://www.visual-3d.com/tools/PhotometricViewer/Default.aspx?ID=365368 1/4 10/17/23, 11:50 AM RADPT P1 40K SYM COURTYARD LIGHTING OUTDOOR PHOTOMETRIC REPORT �} a ds CATALOG: RADPT Pl 40K SYM �ri�jl irid td! lCiS« Zonal Lumen Summary Lumens Per Zone Zone Lumens % Luminaire Zone Lumens % Total Zone Lumens % Total 0-30 251.1 7.5% 0-10 14.8 0.40/. 90-100 3.3 0.1% 0-40 574.9 17.2% 10-20 64,3 1.9% 100-110 2.6 0.1% 0-60 1,834.5 54.9% 20-30 172.1 5.1% 110-120 1.7 0% 60-90 1,497.0 44.8% 30-40 323.8 9.7% 120-130 0.9 0% 70-100 691.2 20.7% 40-50 522.3 15.60/. 130-140 0,8 0% 90-120 7,6 0.2% 50-60 737.3 22.1% 140-150 1.0 0% 0-90 3,331.5 99.6% 60-70 g09,1 24,2% 150160 1.0 0% 90-180 12.2 0.4% 70-80 561.1 16.8% 160-170 0.7 0% 0-180 3,343.7 100% 80-90 126.8 3.80/. 170-180 0,2 0% Roadway Summary LCS Table Distribution: Type VS BUG Rating B2 - Ul - GI Max Cd, 90 Deg Vert: 6,6 Forward Light Lumens Lumens% Max Cd, 80 to <90 Deg: 336.9 Low(0-30): 125.5 3.8% Lumens % Lamp Medium(30-60): 791.6 23.7% Downward Street Side: 1,665.5 49.8% High(60-80): 685.3 20.5% Downward House Side: 1,665.5 49.8% Very High(80-90): 63.2 1.9% Downward Total: 3,331.0 99.6% Back Light Upward Street Side: 6.1 0.2% Low(0-30): 125.5 3.8% Upward House Side: 6.1 0.2% Medium(30-60): 791.6 23.7%High(60-80): Upward Total: 12.2 0.4% 685.3 20.5% Very High(80-90): 63.2 1.9% Total Lumens: 3,343.2 100% Uplight Low(90-100): 3.3 0.1% High(100-180): 8.9 0.3% Trapped Light: 0.5 0% ISF 191231P4 VISUAL PHOTOMETRIC TOOL PAGE 2 OF 4 https://www.visual-3d.com/tools/PhotometricViewer/DefauIt.aspx?ID=365368 2/4 10/17/23, 11:50 AM COURTYARD LIGHTING OUTDOOR PHOTOMETRIC REPORT CATALOG: RADPT PI 40K SYM LC5 Graph UL 90-1000 33 Im 0.1% BVH 80-900 63.2 Im 1.9% BH 60-800 6853 Im 20.5% BM 3[ 791 23.7% RADPT P1 40K SYM lcuiBrands. 24oYo� _ _ UM 100-180° 6.9 Im i 0 Bads Light Scale = Max LCS % 3 Trapped Light: 0.5 Im, o% LT ISF 191231P4 VISUAL PHOTOMETRIC TOOL BL 0-31i0-- 125 S Im 00 3.8% PAGE 3 OF 4 https://www.visual-3d.com/toolslPhotometrieViewer/Default.aspx?ID=365368 3/4 UL 90-100 33 8n 0.1% FVH 80-900 63.2 Im 1 FH 60-800 685.31m 20.5% PFM 30-600 79161m 23.7% FL 5-300 Forward Light 125.5 Im 3.8% PAGE 3 OF 4 https://www.visual-3d.com/toolslPhotometrieViewer/Default.aspx?ID=365368 3/4 10/17/23, 11:50 AM RADPT P1 40K SYM COURTYARD LIGHTING OUTDOOR PHOTOMETRIC REPORT �mcuifyBrands CATALOG: RADPT P1 40K SYM 1inW i�+� 1 1 J Candela Table - Type C 0 f 5 15 25 35 45 55 1 65 75 ' 85 90 0148=148 148 148 148 148 1481148 148'148 1481 5 159 158 154 152 150 148 1481'146.145 144 145' 10 171 171 169 167 165,163 162...163 163'164 163, 15 210 212 216 218 21W218 2151,215 215;216;215; 20 287 284 286 285 289.291 291'',291'292 290 291 25 372 369 366 367 366.3671369°°.372 371F3711370! 30 447 441 441 439 43714381438;1438 4391440 _� ;440; 35'522 517 518 517.517;513'509'504 502 500,'501 40 614 606 609 606597586,57T571 569'.568 5661 45 725 7_11 702 694 682 670;656 646 642640 642% 50-822!811 799 787,771 752 7341720 717,712.715f 55,890!886 881 872 853 826 800;780 772:773 776'. _802 60 910 912 92 0 920 902 871 833'804 797 807 65 846Z866:: 888 891 883 848 802-767,762770 777 70'70041 770 780-7W748 700'.663 655668 6741'. 75{5141553 579'7585 58615'67 526,4_96 486;495 499'. j 80 28.3 324y333 336 337 328 313;_291 2841282,280 ` I 5 1. 851 69 100 99 100 10D 99!,96, 90 84. 82 74 90, ,5 7 7 6 5 4 4' 3 3. 3� 3 95 ; 1 5: 4 4 3i 2 2 2 _� 11 1a 11- 100 4; 4 4 4 3j 21 2 1 V 1' V 11051 4' 4 4 4 3- 2; 2' 1 1! 1 1� 110 3`- 3 3 3, 1 Z 14 _Lr V i, 11 115 2';' 3 3, 2q 2' 2i 11 1, 1� 1' 1i 120 1� 1' 1 2 1 1 1� 1 1� 1 1` 125, 1 1 1 1! 1 1r 1? 1± 1, 1 17 130 11 1 1' 1 11 1l 1l 1 1, 1i 1!, 135 1: 1 1 1_ 1, 1 V 1' 11 1: is 140, 1;' 1 1 1- 1I145 1i 1. 1 1 2 1 2i 2 2, 2 2 11501 2 2 2 2 25, 2 2: 2 2 2, 3' 155 1 2 2 2_ 2 2. 2; 2 3, 3' 3; 1160' 2 2. 2 2 2 2 2 3 3' 3 3 1651 2: 2 2 2, 2 2 2t 3 3" 3 3 f1701 2 2 2 2 2 2 2' 3 3; 3 3' 1175! 2_ 2 2 2 2 2 2z 3 3' 3 3 1801 2; 2 2 2 2 21 2 2 2 2 2' ISF 191231/`4 E VISUAL PHOTOMETRIC TOOL PAGE 4OF4 https://www.visual-3d.com/tools/PhotometricViewer/DefauIt.aspx?ID=365368 414 0 Z W (D W J >10 813S Rdv)l MIS )NVHN3AO 4 0 w � Z W � z �l c7 Cj o a w Q a � � m � � ���1� � � W °�- o /d/am� O w o a z zd O �' WM ZN W�' N m W O W p O O 1 W ♦, 9 O I W it H = LL N ell, Z fA T (9 J 1l V z w V 0 Lo co a. CO mo ¢ w zm o� z arc ~ wy zQ gizw N w U azd_ mz3o' ¢Qyam ZOZ U rA US�m Co I 5d Z-�WZ z J WEDZ 0. Z 2Z�� W N Z m h 0 a U O? ww 2 o, .0 O¢O oGGV� UZ 90 0 2 ..LL OL -.LL e m VHN3AO ¢ a3awne — ,.o -a ILL' � Q I I � t=j < 1 D ~ I U U I 5d 1 �5as wa w �N �o w� 22'-O" �g N