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HomeMy WebLinkAboutApplication Applicant 11/9/2023 Project: Cornerstone 16th Street Housing To: City of Springfield, Land Use, Permit Intake From: Peter King, RBA The enclosed documents are submitted for: REVIEW AND APPROVAL QTY DESCRIPTION REVISION DATE (1) Site Plan Review Application Form 2023-10-19 (1) CoS Pre-Submittal Checklist (Signed) 2023-11-09 (1) Completeness Review Response Memo 2023-11-09 (1) Reduced Architectural Site Plan DD 2023-10-20 (1) Compliance Narrative and Lighting information 2023-10-20 (1) Deed 2022-11-15 (1) Stormwater Scoping Sheet 2023-10-18 (1) Full Stormwater Report 2023-10-18 (1) Geotech Report2 2023-08-04 (1) Set Site Review Drawing Set1 DD 2023-10-20 COMMENTS: TYPE 1 SITE PLAN REVIEW APPLICATION PACKAGE 1Includes the Architectural Site Plan (A-100) which also incorporates access, circulation, parking, and lighting information. 2Provided for informational purposes only—report did not indicate the presence of unstable soils or high water table. NOTE: A TREE FELLING PERMIT APPLICATION PACKAGE HAS BEEN SUBMITTED CONCURRENTLY WITH THIS SITE PLAN REVIEW APPLICATION PACKAGE. City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 SITE PLAN REVIEW – TYPE 1 (Multi-Unit Housing) Application Type □ Site Plan Review Submittal □ Final Site Plan Submittal Required Project Information (Applicant: Complete this Section) Applicant Name: Phone: Company: Email: Address: Applicant’s Rep: Phone: Company: Email: Address: Property Owner: Phone: Company: Email: Address: ASSESSOR’S MAP NO: TAX LOT NO(S): Property Address (if applicable): Size of Property: □ Acres □ Sq. Ft. Units Per Acre: Proposed Project Name: Proposal: Existing Use: New Impervious Area (Sq. Ft.): Required Project Information (City Intake Staff: Complete This Section) Associated Applications: No. of Signs: Case No.: Date: Reviewed By: Application Fee: $ Technical Fee: $ Notice Fee: $ TOTAL FEE: $ PROJECT NO.: Peter King Rowell Brokaw Architects 1203 Willamette, Suite 210, Eugene, OR 97401 Peter@rowellbrokaw.com (541)650-0529 (541)683-1751 Dphillips@cornerstonecommuni tyhousing.org Vacant and Residential (R-2) A Two-Story, 39-Unit Affordable housing complex targeting seniors and individuals with disabilities. Springfield Apartments mapped taxlot size 1.26 1875 16th Street, Springfield, OR 97477 17-03-25-24 1800, 1900, 2000 Cornerstone Community Housing Cornerstone Community Housing 1175 Charnelton St, Eugene, OR 97401 1175 Charnelton St, Eugene, OR 97401 Dphillips@cornerstonecommuni tyhousing.org (541)683-1751 31 19,320 sq. ft. (Building roof footprint) Owner Signature(s) • I represent this application to be complete for submittal to the City. I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. Owner: Date: ___________________ Signature Print Owner: Date: ___________________ Signature Print City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 SITE PLAN REVIEW PRE -SUBMITTAL CHECKLIST Project Name: Cornerstone Community Housing (Springfield Apartments) SPRINGFIELD 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 APPLICANT'S DEVELOPMENT REVIEW 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 TENTATIVE 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 SITE PLAN REVIEW: (soc5.n.uw) Application Completeness Check Meeting City: $449 N/A N/A Required prior to submittal of Site Plan UGB: $676 N/A WA Review and Site Plan Review Modification - Major applications. Site Plan Review Type 2 City & UGB: Type 2 500 sq. ft. or less impervious surface $1,616 $80.80 $203 >500 and <10,Ofl0 Sq. ft. impervious surface $5,489 $274.45 $203 10,000 Sq. ft. or greater impervious surface $5,489 + $66/1000 sq. ft. 5% $203 Final Site Plan Equivalent City & UGB: $4,891 $244.55 WA Type I Final Site Plan Review/Development See Special Instructions >>>>> >>>> Type I - Final site plan and development Agreement agreement fee is 10% of the paid site plan fee (exclusive of postage) A 5% Technology Fee will applied when im sed or collected. o Copy of the Site Plan reduced to 81/2"x 11" Complete Incomplete See Planning Note(s) ® ❑ 81/2" 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) o Site Assessment of Existing Conditions Complete Incomplete See Planning Note(s) ® ❑ ® ❑ Revised 10/25/07 Brief Narrative 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 ® ❑ 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 Revised 10/25/07 VIIJ❑ 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 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 Z ❑ Location, type, and number of bicycle parking spaces Z ❑ Note location of existing and planned Lane Transit District facilities (within 1/2 mile) Z ❑ 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) ❑ 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 Z ❑ 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) ® F-11Prepared 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 Z ❑ Location and dimensions of landscaping and open Complete Incomplete See Planning space areas to include calculation of landscape coverage ® ❑ Screening in accordance with SDC 4.4-110 ® ❑ Written description, including specifications, of the permanent irrigation system Location and type of street trees Z ❑ List in chart form the proposed types of landscape 1 Type and extent of shielding, including cut-off 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 Planning Notes: Note(s) Exterior elevations of all buildings and structures proposed for the development site, including height ® ❑ Conceptual floor plans o On -Site Lighting Plan Complete Incomplete See Planning Note(s) M 1 Location, orientation, and maximum height of exterior light fixtures, both free standing and attached {❑ 1 Type and extent of shielding, including cut-off angles and type of illumination, wattage, and luminous area ❑ 1 Photometric test report for each light source Planning Notes: 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 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 ® ❑ 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, 4.1-100, 4.2-100, and 4.3-100 and must include the following information: Complete Incomplete See PW Note(s) ® ❑ Prepared by an Oregon licensed Civil Engineer ® ❑ Location and width of all existing and proposed easements ❑ ® 1 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) ® ❑ 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 ® ❑ 3 Roof drainage patterns and discharge locations ® ❑ 3 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) ® ❑ 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 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 LAND DIVISION TENTATIVE PLAN APPLICATION COMPLETENESS CHECKLIST Transportation Engineer/ Planner: Michael Liebler P.E. Case#: 23-000240 Applicant: Cornerstone Community Housing TRANSPORTATION 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 ® ❑ Where the development area is within an overlay district, address the additional standards of the overlay district ❑ If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 ❑ ® A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property ❑ ® 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 ❑ ® 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 Tam• 5uVe44 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 the'City 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 the 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 Date 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. I 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 ��5��'D AiC�f��' Address: 1875 16th Street, Springfield, OR PETERKING Assessor's Map No.: 17-03-25-24 Tax Lot No.(s): 1800, 1900, 2000 • f��` • Size of Property: 54,860 Square Feet (SF) �G Use: Multiple Unit Housing - Affordable Housing /EUGENE, OR5943 5tNumber of Dwelling Units: 39 9�� 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: 5.17.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Pian Review application based on the following standards: ♦ (1) The proposed land use is a permitted use or is allowed as a discretionary use in the land use district. -* (3) The proposal complies with the standards of the land use district of the subject property. (4) The ipo. f oryt lit w& any applxat3e apprava f rooster purr, n' jles pUa, rd,,nem*0 plan, andfor special Oar �l Sstrkt:. NOTAPPLICABLE ♦ (5) The proposal complies with the applicable sections of SDC 4.2, Infrastructure Standards -Transportation. -► (6) The proposal complies with the applicable sections of SDG 4.3, Infrastructure Standards -Utilities. ♦ (7) The proposat complies with the applicable sections of SDC 4.4, Landscaping; Screening, and Fence Standards. -1p.(8) The proposat complies with the applicable sections of SDC 4.5. On -Site Lighting Standards. -Io-(9) The proposal complies with the applicable sections of SDC 4.6, Motor Vehicle Parking, Loading, and Bicycle Parking Standards_ ♦ (10) The proposal complies with the applicable sections of SDC 4.7, Specific Development Standards. (11) The proposal cornpt-es with the applicable sections of SDC 4 2. Temporary Use Standards (6443) NOT APPLICABLE CORNERSTONEA& Home First BROWELL R KAW COMMUNITY HOUSING 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 condroons, or deny a proposed Site Plan Review application based on the following standards (1) The pr<4xr->W land use is a permitted use or is allowed as a discretionary use in the land use district. I NEARBY ZONING SDC Table 3.2.210 lists Multiple unit LD RESIDENTIAL(R-1) housing as a permitted use (P*) in the R-2 district when in conformance with MD RESIDENTIAL SDC 4.7.375 through 4.7.385. HD RESIDENTIAL(R-3) - + k We are following the Type 1 approvalI path and, therefore, will not need comply -' with SDC 4.7.385 (Multiple Unit Housing - Discretionary Option). sITE l ♦ (3) The proposal complies with the standards of the land use district 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 Plan Review 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 ,. Functional Classification Major Arterial Minor Arterial i Major Collector ,.v F _ Minor Collector Local Road/Alley 16th Street is molff L 1 Urban Growth Boundary "Local Road/Alley"'-'!i - - ' per Figure 2 of _,� '� T PA - MARCK Water Body Springfield TSP. 126 r Willamalane Park & Recreation Property i City Limits B SDC 4.2.105 Traffic Impact Stud TIS ( ) TIp y (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 Star?da,rds, (A) The Director must approve, approve with conddions. or deny a proposed Site Plan Review application based on the following :standerds ♦ (5) The proposal complies with the applicable sections of SDC 4.2, Infrastructure Stand ards-Trarisportafson SDC 4.2.105(C) Minimum street curb -to Table 4.2.1 curb widths Minimum Street Right -of -Way and Curb4o-Curb Standards Fig. LOCAL SMET <25 PERCENT SLOPE VATH Right-or4ft Curbio-Curb bawl Tr.W Lanes Tum Lana PAC Sedim 4,2105.[. Pla"Ong Sb* No. Strom Classl8aadm (1) Wlddt (1) Lanes With ffift 12) 61lnways (3) and Curb (4) Sldewslk 14' *herorequired 4.28-0 Mejarte Adal (5) 100'87184' 78Sg'A70 Y' 4 12' 8'botll sides 5' 7'boM sides 4.2 E.G MinarArtedel (5) 78'88'80'57i44'/38' n iroo 2 12' 1C *hero 8' bah sides 5' T' both sitles ♦ 5— R)so =;y r� rEr .,leo �� n owl- rN.x requked w w 42 H -J Majar Coned" 7784758' 52744138' 2 12' ara 8' both aides 5' 5' both side fa Minor Coctor—Nan- 4.MK- Raeidenfal Dhhicts 70'854' 71 50747134' 2 11' 13'w 8'both skies 5' S'both sides reW kedro (8} Mirror Cofactor - 4.2 N -P Reskieaial Dietrich 58750/47 38'fd0'22' 2 11' 13' where WA 5' 5'bo01 sides lei raq'+�red 42" Locsl Street -15% 15T 4g'M1' 28'20' 2 10' WA Not rogWred 5' 5'both eld" saps (7) V 4.2 T -V Local 48'NIOTi2' 361 20' 2 10' NIA Not ra*arad e' subs wly V both sides � (7)15% 5 a.—nd Cul-deaac Bulb 83' diarrwler 77099. ar NIA NIA FNA WA 5' erountl bulb M cubo' 18' May 20' Perbel with WA NIA WA Not required Not required 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 424 Exhibit: Portion of Existing Conditions Plan (full plan included with submittal) illustrating the ROW width of 16th Street. Page 4 of 17 LOCAL SMET <25 PERCENT SLOPE VATH w+ g o h PAWNGON801119013 ' �a PAC Sedim 4,2105.[. ILLu5T1aTIVE ON[rtL—.— Exhibit: Portion of Existing Conditions Plan (full plan included with submittal) illustrating the ROW width of 16th Street. Page 4 of 17 w+ g o �a r- 57'-l' 114" n (p- rss.,o n iroo e l r ♦ 5— R)so =;y r� rEr .,leo �� n owl- rN.x 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 conditions, or deny a proposed 3's Pian Review application based on the fo: iowng standards: 4. (5) The proposal comfv z; ,:illi the applicable 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 I 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 niust approve, approve with conditions, or deny a proposed Site Pian Review application nasM on the following standards: ♦ (5) The proposal complies with the applicable sections of SDC 4.2, Infrastructure Standardfs-Transportatiori. 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 (C1.0) 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 approve, approve with conditions, or deny a proposed Site Plan Review application based on the folknlft 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. r � comemhunt Source lmanmry iEe°ua 1 WELL SITEB� •,•••� `�. •. ,' a�p.M,na enee .gismo DEN FtFmm.ndwcbenwean 71meM/TiavetZones MMYY"" ttvv hCWn"nfiw_ 1-YaM TOT + .,q Turtle Rfa.ies 2y.. .. Y^`' i �( _.0 '1rr •�1 i IMd6VWntl SWa09 Twks 1UY.as i I f.¢'- .. .. {...........- Lemm Made9�maitl amt Tg 20y— .4.. 0y— �`- - ---v1Ad S.MPTe Q—w QTeatttc—humml rTor) RapM vdH—ba waft C.enMAM see wm0inad ZCC 1 i f HRai0p6 M0�Iek HwWes = 1099 miMNw ZOC eaotl wafeFmmea _ ■ Q 2099—W dWC 16TH'r Generellzed Zenlrrg _ Re MAIA N uce }} �.a�fv . May � I du ew City >o auaMynMi aq € sprmgnetd 2019�i PuNid0pen Spew a Eugene a # 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 foiknving standards -+ (6) The propos-31 uxnplles with the applicable sections of SDC 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 = - LLL ` Exhibit: Water Quality Limited Watercourses Map - Excerpt of Site Water Quality Limited Watercourses W.wa,,.i"Uu ft.dW.teamn...pvptwJ ® "• ..f1Tawr,�ymw.IR W.,.iumOed Ws,nmune (<,000.h) '. dtartlnMfeANatirXMmc.Nen sue iv. xMew m, nnany.�nm , ar ma.n.n�m-sr Nd s.,m.r.�at«rw.w.a..Wrrao,i f WwerQdMruiwui WMe+[pnlel<1000[h) . I.her M.+nriee Wtd.Ms • SMPI.nW.vM.forPrapeOywahn 150' FEMAD sk..ted FW dpWn mi.n.nc.nww-w ArrecsrdovnhulN/ I. NIP W.MOu.ilylhnlhd Wtln[a..e (a,000�G) SUe W.n0n4w(wil.Vr.YMthln 150' il..0plahi .Ip.rl.nfnnl0.r-i5' „�0J WOtwI fmp mm9.vecdnGl.✓MOrINm[ .)n5/300a wmerwY+menPlnbfMMom�n6meRvm a(efMM.y FIAGIyMaOyadpMlNYWmmgN.havaYOOhupw+lryunt. 4rea - 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 5.17.125 Approval Standards. (A) The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards: -lo. (6) The proposal complies with the applicable sections of SDC 4.3, Infrastructure Standards - Utilities - 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. -Io-(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 5.17.125 Approval Standards. (A) The Director must approve. approve with conditions, or deny a proposed Site Plan Review application based on the following standards: ♦ (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-900) for fencing locations. Exhibit: Table 4.4.1 Page 10 of 17 Sass Height by Land Use District Yard Type Residential Commercial Industrial PLO IHS FrontYard(1) 6(2) 6' 678'(3) 6' 6' Street Side Yerd(4) 6' 6' 678'(3) 6' 6' Rear Yard 6' 6' 678'(3) 6' 6' Height Exceptions 8710'(5) 8' 8'(6) 8' NIA Vision Clearance Area(7) 2'h' 2'V2 2'A' 2 W 2 I Barbed/Razor Wire/Electric Y(8) Y(8) Y(e) YIN(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 sections of SDC 4.5, On -Site Lighting Standards_ 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. g4cuftBrands /i s,rr�roniu, vatissvv^ I 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 III 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 I 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.- 4. tandards:♦ (9) The proposal complies with the applicable sections of SDC 4.6, Motor Vehicle Parking, :: -,y and Bicycle Parking 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 'I 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 proposal 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 ng• and Short -Term Bicycle Use Category Specific UsesINumber of Required Spaces TPOarkingPercentages Residential Single unit dwelling $ middle Zero NIA 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 L Other residential uses 1 per dwelling unit 50% long-term 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 5.17.125 Approval Standards. (A, The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the idle ving standards: Exhibit: Bicycle Parking Plans Bike Space Key 6,1 (2) Short -Term (S) Spaces Inverted U -rack 1 5' 115 1. 4---j _DWELLING UNITS I Long -Term Oversized (L -O) Space - c� + t $' Inverted U -rack COVERED _3. - 7 4 EXTERIOR - ' . _ WALKWAY IN Roof edge above ` YELLOW shown dashed _ 1 U) Powder -coated - zinverted U -rack 10 L -W Z secured to Z ----_.......1..._.._....:� t J Pavement Z w w a -; DWELLING UNITS w (4) L -C Long -Term Closet(L-C) Space- ' Vertical wall rack inside lockable closet 2ND FLOOR BIKE PARKING PLAN 50' radius from Secure gateRACOR Solo main building Roof edge ` , L O Vertical Bike Rack entrance above shown • _.-._, _- .- _ _ __ E dashed .. r 'SII it p (10)s brr 1 a� -DWELLING UNITS ?� Ctt' y EL . tOB o - V) coumurartr'Edge of exterior —� +~',,IF=: ` walkway above I .2A ay ���7 shown dashed c7 Secure gate I �, ", e E -U L x' � -! I �- 1 w Long -Term Wall (L- Space - Wall L -O I ± z �_= _ ` ( z rack near unit entry I( w``. k I I r DWELLING Bike Solutions b Wall -It Bicycle (5) L C Secure gate f I L-Oi 1� Parker (powder -coated wall rack with 1ST FLOOR BIKE PARKING PLAN security locking bike) Scale: N Scale: 1164" = V-0" when printed on 8.5" x 11" sheet of paper 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 conditions, or deny a proposed Site Pian 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 FIT - o , -o. WEST ELEVATION 06TH STREET] Recessed entry Covered front porch 1132" =1'-0" Patio roof - wood frame with steel support brackets Yellow - Recess* 3D diagram on Roof extension — next page SOUTH ELEVATION 1/32" = 1'-0" Asphalt shingle roof Offsets in building face Fiber cement lapped siding 20'-0" , L.� IL A�L_. .. . -01 SOUTH ELEVATION 1/32" = 1'-0" Asphalt shingle roof Offsets in building face Fiber cement lapped siding 20'-0" , L.� .. . 7_7711 -1 Li Eq IL 777' HJUI jl� J� EAST ELEVATION 1132" = 1'-0" 0'-0" Canopy 20'-0" 10'-0" 0'-0" NORTH ELEVATION 1132" = 1'-0" *For more information on recesses and extensions, refer to the building footprint in the Architectural Site Plan. Page 15 of 17 -,- 10'-0" 0'-0" NORTH ELEVATION 1132" = 1'-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 Pian Review apptmmlion based on the following standards ♦ (10) The proposal complies with the ap$Aicabla sections of SDC 4.7, 9-pecific 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. Extension Exten Re 3D DIAGRAM - RECESSES AND EXTENSIONS BUILDING ROOF RECESSED TIO ROOF Color is diagrammatic. Final material color selections will be determined 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 director must approve, approve with conditions, or deny a proposed Side Plan Review application based on the following standards: -► (10) The proposal complies with the applicable sections of SDC 4.7, Speck 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 LE D Area Luminaire .- r c. NIGHTTIME n FRIENDLY C US BAA r� Specifications — EPA 0.57 ft2 (0.05 mz) Length: 21.8" (55.4 cm) (SPA mount) Width: 13.3" (33.8 cm) L Height: 3.0" (7.6 cm) Main Body H 7.2" (18.4 cm) Arm Weight: (SPA mount): 22.0lbs (10.0 kg) Design Select options indicated by this color background Number LE 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. VJ desigrt sev2ct Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn moreabout Design Select, visit www.acuiTybrands.com/desirsele( *See ordering tree for details • EXAMPLE: RSX1 LED P4 40K R3 MVOLT SPA DDBXD RSX1 LED RSX1 LED P7 P2 30K 3000K 40K 4000K R2 T,e2Wide MVOLT (12OV-277V)' HVOLT (347V-48OV)' R3 Tvue3Wide i5DK 5000K R3S Type 3Short P3 VOLT (277V-48OV)' P4 Double fuse (208, 240, 480) s R4 Type4Wide (use specific voltage for FAO Held adjustable output R4S Type 4Short options as noted) control (control ordered separate)' RS Type SWide 1 1203 2775 R55 Type 5 Short 208' 3475 AFR Automotive Front Row 240' 4805 AFRR90 Automotive Front Raw Right Rotated AFRL90 Automotive Front Row Left Rotated Shipped Installed HS House -side shield 7 PE Photocontrol, button style" PERT Seven -wire twist -lock receptacle only _(no controls) 9701 SF Single fuse (120, 277, 347) 5 DF Double fuse (208, 240, 480) s SPD20KV 20KV Surge pack (10KV standard) FAO Held adjustable output DMG 0-10Vdimmingextend out back ofhousing for external control (control ordered separate)' SPA Square pole mounting (30"min. SO pole for Iat90°,3.5"min. SOpolefor2,3,4at9D°) RPA Round pole mounting (3.2" min. did. RND pole for 2, 3, Oat 90°, 3.0" min. did. RND pole for 1 at 90°, 2 at 180 , 3 at 120°) MA Mast arm adaptor (fits 2-3/8"OD horizontal tenon) IS Adjustable slipfitter (fits 2-3/8" OD tenon) WBA Wall bracket I WBASC Wall bracket with surface conduit box AASP Adjustable tiltarmsquare pole mounting 6 AARP Adjustable tilt arm round pole mounting° AAWB Adjustable tilt arm with wallbracketb AAWSC Adjustable tiltarmwall bracket and surface conduit box' Shipped Installed *Standalone and Networked Sensors/Controls (factory default settings, see table page 9) NLTAIR2PIRHN nLightAIR generation 2,with Networked, Bil-Level motion/ambientsens_or9�z11 BAA Buy America(n)Act Compliant CCE Coastal Construction's *Note: NLTAIR2 PIRHN with nLightAir 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 11 DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD e'dhlte DDBTXD Textured Dark Bronze DBLBXD Textured Black DNATXD Textured Natural Aluminum DWHGXD Textured White f LIr"Mo /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.com Lithonia RSX1 Area LED Rev. 06/27/23 L1519"MVG. ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 1 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING Ordering NOTES Accessories 1 Any Type 5 distribution, is not available with WBA. signals. Wire 4/Wire 5 wired to dimming leads on driver Wire6/Wire7 Ordered and shipped separately 2 MVOLT driver operates on any line voltage from 120-277V (50160 Hz). capped inside luminaire. Twisdock photocell ordered and shipped 3 HMOLT driver operates on any line voltage from 347-480V (50/60 Hz). as a separate line item from Acuity Brands Controls. See accessories. RSXIHS RSXI House side shield (includes 1 shield) 4 XVOLT driver not available with P7 or P2. XVOLT driver operates on any Shorting Cap included. RSXiHSAFRRU RSX1 House side shield for AFR rotated optics (includes l shield) line voltage from 277V480V(50/60 Hz). XVOLT not available with fusing 11 For units with option PERT, the mounting must be restricted to+/ -45° RSXIEGS (FINISH) U External glares Weld (specify finish) (SF or DF) and not available with PE. from horizontal aim per ANSI C136,10-2010. RSXIEGFV(FINISH) U External glare full visor(specifyfinish) 5 Single fuse(SF)requires 120V,, 277V or 347V. Double fuse (DF) requires 12 Must be ordered with PIRHN. 208V, 240V or 480V. 13 Requires MVOLT or HVOLT. RSXRPA (FINISH) U RSM Universal round pole adaptor plate(spedlyfinlsh) 6 Maximum tilt is 90° above horizontal. 14 Must be ordered with NLTAIR2. For additional information on PIRHN RSXWBA (FINISH) U RSX WBA wall bracket(speci yfinish) ' 7 It may be ordered as an accessory. visit here. RSXS(B(FINISH) U RSX Surface conduit box(specillyfinish,for use wthWBA, WBA not included) 8 Requires MVOLT or 347V 15 CCE option not available with WBA, WBASC, AASP, AARP, AAWB, DLL127F 1.5 JU Photocell -SSL twist -lock (120-211V)'r 9 Two or more of the following options cannot be combined including PE, AAWBSC, EGS, EGFV and BS. DLL347F 1.5 CULJU Photocell -SSL twist -lock (347V)17 DMG, PERT, FAO and NLTAIR2 PIRHN. (Exception: PE and FAO can be 16 Must be ordered with fixture for factory pre -drilling. DLL48OF 1.5 CULD Photocell -SSL twist -lock (48OV)" combined; also PE and DMG can be combined.) 17 Requires luminaire to be specified with PERT option. Ordered and 10 Compatible with standard twist -lock photocells for dusk to dawn shipped as a separate line hem from Acuity Brands Controls. DSHORT SBK U Shorting cap" operation or advanced control nodes that provide 0-10V dimming • -fesa 10 M40 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. Tem HANDHOLE ORIENTATION C D B kNll" " A Handhole RSX POLE DRILLING RSX STANDARD ARM & ADJUSTABLE ARM E Round Tenon Mount - Pole Top SI 2-3/8' RPA,AARP A53-5190 AS3-5280 AS3-5290 AS3-5320 AS3-5390 AS3-5490 2-7/8' RPA,AARPAST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" RPA, AARP AST35-190 AST35-280 A51`35-290 AST35-320 AST35-390 AST35-490 Drill/Side Location by Configuration Head Location Side Side B & D Side B&C Round Pole Only Side B, C&D _ Side A, B, C&D M8 1 Drill Nomenclature DM19AS DM28AS DM29A5 DM32A5 OM39AS DM49A5 RSX1 - Luminaire EPA 'Includes lurninaite and integral mounting arm. Other lentln5, arms, bratkels or atlhue accessories are not included in this EPA data. SPA -Square Pole Adaptor 0.57 1.03 1.05 1 1.52 1 1.36 ! 2.03 1.31 1.7 2.26 RPA -Round Pole Adaptor 0° 0.62 1.08 1.15 1.62 1.46 2.13 1.36 1.8 2.36 MA -Mast Arm Adaptor 0.49 0.95 0.89 1.36 1.2 1.87 1.23 1.54 2.1 0° 0.57 1.03 1.05 1.52 136 2.03 1.31_ 1 1.7 2.26 10° 0.68 134_ 133 2 134 2.64 1.35 2.03 2.71 20° 0.87 1.71 1.73 2.56 2.26_ 3.42 1.75 2.62 3.49 30° 1.24 2.19 2.3 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 4.22 6.33 8.44 Arm Square/Round Pole 50° 2.31 j 3.17 3.72 4.52 4.44 6.26 4.62 6.94 9.25 60° 2.71 3.66 4.38 5.21 5.15 7.24 5.43 8.14 10.86 70° 2.78 3.98 4.54 5.67 5.47 7.91 5.52 8.27 11.03 80° 2.76 4.18 4.62 5.97 ` 536 8.31 5.51 8.27 11.03 90° 2.73 4.25 4.64 6.11 5.91 8.47 5.45 ) 8.18 10.97 fAL/THO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV(7378) • www.acuitybrands.com Uthonia RSX1 Area LED Rev. 06/27/23 L/GHT//VG. © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 2 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING Photometric 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 ° --- ■ 0.5 fc 3 z ■ 1.0 fc 1 o JLr� +j�vr-'J4 4 3 4 R2 4 3 2 1 0 1 2 3 4 4 9 Performance Data 1 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-1227). 01C . 5'C 10'C 32'F 41-F 50'F 59'F 1.05 1.04 1.03 1.02 151C 20°C 25°C 68'F 77'F 1.01 1.00 30°C 35°C 40'C 86-F 0.99 95'F 0.98 104°F 0.97 45'C 50T 1134E 0.96 122°F 0.95 4 3 2 1 0 1 2 3 4 4 3 1 0 -1 -3 4 AFR Electrical Load 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4t 4 3I 3 zI z anc-D:) .3 .2 3I 3I kA 4 R5 4 3 2 1 0 1 2 3 4 4 3 4 AFW1t Performance Package System Watts (W) 120V 208V 240V 277V 34N 480V P1 51W 0.42 0.25 0.21 0.19 0.14 0.11 P2 72W 0.60 0.35 0.30 0.26 0.21 0.15 P3 102W0.91 0.52 _ 0.45 0.39 031 0.23 1 P4 13 3W 1.11 0.64 0.55 0.48 0.38 ] 0.27 ] Projected LED Lumen Maintenance ° •50,000 75,000 100,000 >0.92 Values calculated according to IESNA TM -21-11 methodology and valid up to 40°C. OA'Lfr"MV/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.com Uthonia RSX1 Area LED Rev. 06/27/23 Ll""71 VG. ® 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 Fads. Contact factory for performance data on any configurations not shown here. Performance Package SYS tem Watts Distribution. TypeLumens 30K40K (3000K,70CRI) B 000 K,7 U G LPW Lumens ® K,7 (4000K, B 70 U r G LPW Lumens SOK 6000K,70CRp B U G LPW t 0� 000 �000� �0 IN IN 134 r r• 0 t 2 140 737— MIMMMM ===MEMO OD ©W ©0©® f. L/THG/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • v vvvvacuitybrands.com Lithonia RSX1 Area LED Rev. 06/27/23 L/GHT//1!17 © 2018-2023 Acuity Brands Lighting, Inc All rights reserved. Page 4 of 9 CCIMMERCIAL OUTDOOR PARKING LIGHTING Weights Luminaire Weight by Mounting Type SPA 22 lbs RPA 24 lbs MA 221bs WBA 25 lbs WBASC 28 lbs Is 25 lbs AASP 251bs AARP 271bs AAW8 28 lbs AAWSC _ _ 31 lbs 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 fA L/THON/A L/GHT//VG. COMMERCIAL OUTDOOR ZATA W r L ® 0H 7/16" locking thru bolt/nut provided -VI;�I.F NZ 13It L H W 7/8" KO fits 1/2" NPT water- tight fitting �0 1 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrand2.com ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 5 of 9 PARKING LIGHTING RSX1 with Wall Bracket (WBA) L �eoo>�J Wall Bracket (WBA) Mounting Detail Length: 23.6" (59.9 cm) 0O � Width: 13.3" (33.8 cm) o " O o m Height: 3.0" (7.6 cm) Main Body O , O 8.9" (22.6 cm) Arm I RSX1 with Wall Bracket with Surface Conduit Box (WBASC) Length: 25.3" (64.3 cm) Width: 13.3" (33.8 cm) Height: 3.0" (7.6 cm) Main Body 9.2" (23.4 cm) Arm -- --L -I 3/4" NPT taps with plugs - Qty (4) provided Surface Conduit Box (SCB) Mounting Detail ate.—=a f'A L/THVrV1A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) a v✓ ww.acuitybrands.com Lithonia RSX1 Area LED Rev. 06/27/23 L/GHT//Vh © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 6 of 9 COMMERCIAL OUTDOOR PARKING LIGHTING EMMMN— RSX1 with Adjustable Tilt Arm - Square or Round Pole (AASP or AARP) 1 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 E L 7/8" KO -fits 1/2" NPT water- tightfitting T 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 fA L/THON/A L/GHT/NG. COMMERCIAL OUTDOOR L 7/8" KO - fits 1/2" NPT water- tight fitting Wall Bracket (WBA) Mounting Detail O 0 OOO o zo 0 0 Oo0 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.com ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 7 of 9 PARKING LIGHTING RSX1 with Adjustable Tilt Arm with Wall Bracket and Surface Conduit Box (AAWSC) 3/4"NPTtaps 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 ' 7/8" KO -fits 1/2" NPT water- tight fitting UP Surface Conduit Box (SCB) Mounting Detail Automotive Front Row - Rotated Optics (AFRL90/R90) AFRR90 AFRL90 (Example: 2@180 - arrows indicate direction of light exiting the luminaire) . L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) e www.acuitybrands.com Lithonia R5X1 Area LED Rev. 06/27/23 L/GHT/NG m 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 s0'+sx Oft Om .o rzz 10 E+ 20 6.1 op om 30 91 ,D 30 40 12.2 i0 s' 15.2 12.2 9.1 6.1 3 0 m 3 6.1 9.1 12.2 15.2 m uz 50 40 30 20 10 Oft 10 20 36 40 50 Top Side *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 V. 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 17,0001umens 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 fins 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 !ow -profile design results in a low EPA, allowing pole optimization. All mountings are rated for minimum 1.5 G vibration load perANSI 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 TGICthermoset powder coat finish that provides superior resistance to corrosion and weathering. Atightly 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 superfurable paint. Provides additional corrosion protection for applications nearUoastal areas. Finish is salt spray tested to over 5,000 hours per ASTM B117 with cribe rating of 10. Additional lead-times apply. OPTICS Precision acrylic refractive lenses are engineered for superior application efficiency, distributing the light to 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 >L92/100,000 hours. CCT's of 3000K, 4000K and 5000K (minimum 70 CRI) are available. Fixtures ship standard with 0-10v dimming driver. Class 1 electronic drivers ensure system power factor >90% and THD <20%. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE 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 NEMAtwist-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, nUght AIR can be commissioned using a smartphone and the easy-to- use CLAIRITY app. nUght 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 or the "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 -pale 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 maybe DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List atwww.desionlights.org/OPL 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 America(n) government procurement requirements under FAR, DFARS and DOT regulations. Please referto www.AoJt&ranc1a.com bu::mericin for additional information. WARRANTY 5 -year limited warranty. This is the only warranty provided and no otherstatements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warrantyterms located at: wwwarijiVbrands.com/suRooNwarran! terms -and -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. LMOYMMA One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.acuitybrands.com Lithonia RSX1 Area LED Rev. 06/27/23 LAG"711W ® 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Page 9 of 9 COMMERCIAL OUTDOOR COURTYARD LIGHTING Specifications EPA: 1.02 ftz SYM Symmetric type V (0.105 m2) Length: 24 (61 cm) Width: 24" ASY Asymmetric type IV (61 cm) H7 4„ Luminaire Height: (10.16cm) H2 Luminaire 26" Height: (66.04cm) Weight: 38lbs (17.24Kg) Radean Post Top LED Area Luminaire D Idii Z LIFiFO PREMIUM Ordering Information _ Catalog Number Notes Type Introduction The architecturally -inspired shape of the RADEANTM 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 RADPT LED P1 3,000 Lumens 27K 2700K SYM Symmetric type V MVOLT2 2772 PT43 Slips inside 4" OD round metal pole Textured dark bronze P2 5,000 Lumens 30K 3000K ASY Asymmetric type IV 120' 347 RADPT20 Slips over a 23/8"diametertenon (4"tall tenon required) DBLBXD P3 7,000 Lumens 35K 3500K PATH PathwayTypelll 2082 480 RADPT25 Slips over a 2 7/8"diameter tenon (4"tall tenon required) Natural aluminum P4 10,000 Lumens 40K 4000K FAO Field adjustable output" 2402 DWHXD P5 15,000 Lumens 50K 5000K Textured white Shipped installed SF Single Fuse 2 Shipped installed DDBXD Dark bronze DDBTXD Textured dark bronze NLTAIR2 nLightAIR 20enabled 4 DF Double Fuse HIS Housesideshield6 DBLXD Black DBLBXD Textured black PE Button photocell' R90 Rotated optics DNAXD Natural aluminum DNATXD Textured natural aluminum FAO Field adjustable output" DWHXD White DWHGXD Textured white AL/THOYV/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.lithonia.com RADPT LED L11112"T//VG 0 2011-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/24/23 COURTYARD LIGHTING •IF NOTES Accessories 1 2700K and 3500K may require extended lead-times. Ordered and shipped separately.2700K MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Single fuse (SF) requires 120, RADHS Houseside shield (shield Is white) 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. RADCS DDBXDU Decorative clamshell base for 4"RSS pole 3 Requires nominal 4" round straight metal pole. (spedfyfinish) 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 r5BOR pole mount sensor. RADFB( DDBXDU Full base mverfor 4"RSS pole(spedfyfinish) 5 For left rotation, select R90 and rotate luminaire 180° on pole. For more control options, visit and • • online 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. Expansior PT4 RADPT20 or RADPT25 RADPT20 and RADPT25 mounting require a 4"tall tenon (standard on Lithonia poles). n Control Options NLTAIR2 in Slipfitter W L �r I PIR (No vhlble change) Recommended Poles for use with RADEAN RADPTI Acuity Part Number Description Forluminaires Used with Mounting , RSS1n4RPTDnRXn 10'Rmind Strainht Stpl-4"nn_nnpn Tnn I RAOPTIFn PTA RSS 124BPTDDBXD 12'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 RSS 1440 PTDDBXD 14'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 RSS 164BPTDDBXD 16'RoundStraight Steel -VO.D.- Open Top RADPTLED PT4 RSS 18 4B PT DDBXD 18'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 RSS204BPTDDBXD 20' Round Straight Steel -4"O.D.-Open Top RADPTLED PT4 RS5 25 4B PT DDBXD 25' Round Straight Steel -4"O.D.- Open Top RADPTLED PT4 R55 10 4B T20 DDBXD 10'RoundStraight Steel -4"O.D.-TenonTop RADPTLED RADPT20 RSS 1246T20DDBXD 12'Round Straight Steel-4"O.D.-TenonTop RADPTLED RADPT20 RS5144BT20DDBXD 14'RoundStraight Steel -4"O.D.-Tenon Top RADPTLED RADPT20 RSS 1646T20DDBXD 16'Round Strai htSteel-4"O.D.-TenonTop RADPTLED RADPT20 RSS 184BT20DDBXD 18'RoundStraight Steel -4"O.D.-Tenon Top RADPTLED RADPT20 RSS 204BT20DDBXD 20'RoundStraight Steel -4"O.D.- Tenon Top RADPTLED RADPT20 RSS 254BT20DDBXD 25'RoundStraight Steel -4"O.D.-TenonTop RADPTLED RADPT20 "Customer must verify pole loading per required design criteria and specified wind speed. Consult pole specification sheet for additional details. PE FAO r- visible change) �i LITHO/ VIA COMMERCIAL OUTDOOR One Lithonia Way •Conyers, Georgia 30012 Phone: 1 -800 -705 -SERV (7378) www.lithonia-com RADPTLED LIGHT/NG 0 2011-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/24/23 COURTYARD LIGHTING �.. 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. P1 25 ASY PATH 2,924 2,529 3,086 2 1 2 1 2 1 2 2 1 115 100 121 3,022 2,613 3,189 2 2 2 2 2 2 2 1 1 119 103 126 3,095 2,676 3,266 2 2 2 2 2 2 2 1 1 122 105 129 3,168 2,739 2 2 2 1 125 2 2 2 108 3,168 2,739 3,344 2 2 2 2 2 1 2 2 1 125 108 132 5YM 3,344 2 1 1 132 P5 1.00 4,521 3 2 3 119 4,672 3 2 3 123 1 4,785 13 2 3 126 4,898 3 2 3 129 ASY 4,898 3 2 1 3 129 P2 38 PATH 3,909 2 2 2 103 4,040 2 2 2 106 4,137 2 2 2 109 4,235 3 2 3 111 4,235 3 2 3 111 1100 43.2 5YM 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 1 136 900 87.3 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 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 i 125 10,996 1 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 9,289 3 2 3 108 9,509 3 2 3 111 9,509 1 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 1 3 2 2 135 11,606 3 2 2 135 ASY 14,250 4 2 4 116 14,724 4 2 4 120 15,081 4 3 4 123 15,437 4 3 4 126 15,437 4 3 4 126 P5 123 PATH 12,322 4 2 4 101 12,733 4 3 4 104 13,041 4 3 4 106 13,349 4 3 4 109 13,349 4 3 1 4 109 SYM 15,040 4 2 3 123 15,541 4 2 3 127 15,917 4 2 3 130 16,293 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 0-00°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 TM -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 P5 1.00 0.95 0.89 0.78 Lumen Package LED Drive Current Vallage Wattage 120r: r InputCurrent 0.22 0.13 0.11 0.1 0.08 0.06 P1 500 42.8 21.4 System Watts - 26 26 26 27 25 - - - 26 Input Current 0.33 0.19 0.16 (04 0.11 0.08 P2 770 43 33.1 _ System Watts _ 39 39 39 39 38 38 Input Current 0.46 0.26 0.23 02 0.16 0.12 P3 1100 43.2 47.5 55 54 54 54 System Watts 54 54 Input Current 0.73 0.42 0.36 0.32 0.25 0.18 P4 900 87.3 78.6 System Watts 87 86 86 86 _ 86 86 Input Current 1 058 03 0.44 0.35 0.25 PS 1250 88.2 1102 System Watts 120 119 119 119 120 120 fA 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 02011-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/24/23 A16113I7M1I0tra"tuel • To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's RADPT LED homepage. Isofootcandle plots are considered to be representative of available optical distributions. Standard Optic House side Shield* RADPTSYM RADPT ASY 0 RADPTPATH 4D Is RADPT SYM HS House side shield RADPT ASY HS � I � House side shield RADPT PATH HS *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 coatfinish 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 ANSI/IEEE 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. House side shield Rotated R90 RADPT SYM R90 e(Do RADPT ASY R90— O RADPT PATH R90 00* LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP65 rated. 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.desirgnliahts.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 or less. U.S. Patent No. D925,0885 BUY AMERICAN ACT This product is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT regulations. Please referto www.acuitybran�com for additional information. WARRANTY 5 -year limited warranty. This is the only warranty provided and no other statements in this specification sheet create anywarranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warrany/terms- 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/THON/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 -800 -705 -SERV (7378) • www.lithonia.com RADPT LED e L/GHT/NG © 2011-2023 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/24/23 10/17/23, 11:50 AM COURTYARD OUTDOOR PHOTOMETRIC REPORT LIGHTING CATALOG: RADPT P1 40K SYM Test #: ISF 191231P4 Test Lab: SCALED PHOTOMETRY Catalog: RADPT P1 40K SYM Description: RADEAN Post -Top with P1 4000K Symmetric distribution Series: RADPT LED Area Luminaire Lamp Output: Total luminaire Lumens: 3343.7, 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 1800 170° 1600 1500 140° 775 130° 620 1200 465 310 110° 155 100° 0100 W* 155 80" 310 70° 465 60* 620 775 50° 930 VA: 0- 10' 20° 30' 40° ■ -Max Cd: 150 H ■ -0°H ■ -90°H RADPT P1 40K SYM 4MIcuitvBrands. 5 4 3 4 3 2 1 0 r 1 2 3 4 5 ■ 20 fc 1 fc ■ 10 fc ■ 0.5 fc ■ 5 fc R 0.1 fc ■ 50% Max Cd Distance In units of moult height (20ft) Isnillrrllilinance 2 1 0 1 2 3 4 -- 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 hftps://www.visual-3d.com/tools/PhotometricViewer/Default.aspx?ID=365368 1/4 10/17/23, 11:50 AM COURTYARD LIGHTING OUTDOOR PHOTOMETRIC REPORT CATALOG: RADPT Pl 40K SYM Zonal Lumen Summary Zone Lumens % Luminaire 0-30 251.1 7.5% 0-40 574.9 17.2% 0-60 1,834.5 54.9% 60-90 1,497.0 44.8% 70-100 691.2 20.7% 90-120 7,6 0.2% 0-90 3,331.5 99.6% 90-180 12.2 0.4% 0-180 3,343.7 100% Roadway Summary 14.8 0.40/. 90-100 Distribution: Type VS Max Cd, 90 Deg Vert: 6.6 Max Cd, 80 to <90 Deg: 336.9 Lumens % Lamp Downward Street Side: 1,665.5 49.8% Downward House Side: 1,665.5 49.8% Downward Total: 3,331.0 99.6% Upward Street Side: 6.1 0.2% Upward House Side: 6.1 0.2% Upward Total: 12.2_ 0.4% Total Lumens: 3,343.2 100% ISF 191231P4 VISUAL PHOTOMETRIC TOOL RADPT P1 40K 5YM S' cuft8!'r3nds, Lumens Per Zone Zone Lumens %Total Zone Lumens %Total 0-10 14.8 0.40/. 90-100 3.3 0.1% 10-20 64.3 1.9% 100-110 2.6 0.1% 20-30 172.1 5.1% 110-120 1.7 0% 30-40 323.8 9.7% 120-130 0.9 0% 40-50 522.3 15.6% 130-140 0,8 0% 50-60 737.3 22.1% 140-150 1.0 0% 60-70 809.1 24.2% 150-160 1.0 0% 70-80 561.1 16.8% 160-170 0,7 0% 80-90 126.8 3.8% 170-180 0.2 0% LCS Table BUG Rating B2 - Ul - G1_ Forward Light Lumens Lumens % Low(0-30): 125.5 3.8% Medium(30-60): 791.6 23.7% High(60-80): 685.3 20.5% Very High(80-90): 63.2 1.9% Back Light Low(0-30): 125.5 3.8% Medium(30-60): 791.6 23.7% High(60-80): 685.3 20.5% Very High(80-90): 63.2 1.9% Uplight Low(90-100): 3.3 0.1% High(100-180): 8.9 0.3% Trapped Light: 0.5 0% PAGE 2 OF 4 https://www.visual-3d.com/tools/PhotometricViewer/Default.aspx?ID=365368 2/4 10/17/23, 11:50 AM COURTYARD LIGHTING OUTDOOR PHOTOMETRIC REPORT CATALOG: RADPT P1 40K SYM LC5 Graph LIL 90-100° 3.31m ; 0.1% BVH 80-900 63.2 km 1.9% BH 60-800 685.3 Im 20.5% BM 31 79] 23.7% RADPT P1 40K SYM ��c i1t1Bra ids. 24% UH 100-180° 8.9 Im 0.3% 18% 12% , 6°!0 UL 90-100- 3.3 Im 0.1% FVH 80-900 63.2 Im 1.9% FH 60 -SP 685.3 kn 20.5% K00 kn 23.7% to, FL 0-300 Forward Light 125.5 Im 3.8% Light Bads BL o-300 1255 kn 3.8% Scale = Max LCS % U Trapped Light: 0.5 Im, 00/0 ISF 191231P4 VISUAL PHOTOMETRIC TOOL PAGE 3OF4 https://www.visual-3d.com/tools/PhotometricViewer/Default.aspx?ID=365368 3/4 10/17/23, 11:50 AM RADPT P1 40K SYM COURTYARL LIGHTING OUTDOOR PHOTOMETRIC REPORT c�jgcuit y8rands CATALOG: RADPT Pl 40K SYM '"`��,, ii ((,,�1 ((,,jj Candela Table - Type C _ o �s "iszs (_3s 4s (ss 165J 7 X1851901 0;1481148 148 148,148 . 1481 148 148!148 148; 5 1591158 154 152 150 148,148;146 1451144 145' 10 17111711 169 167'165,163 162163 163116411631 1512101212 216 218?218j21812151215121512161215j 20 :287,284! 286 285!28912911291_ 291!2921290;2911 25!37f3691366 367 661367;369 37213711371 370! 30 4471441'4411 439; 7 438'43 4383439E D 440` 3515221517 518 51715171513, 509j504'S021500'S011 _ 40'61416061_609! 606;597158615791571 5691568{5661 4517251711; 702:694 6821670 6567646^642.1640 6421 50'8221811; 799j787j7-7-IfA'72Jj717j712',7151 T�._734_ 5578901886; 881!872;85_3 8261800 7801772,7731776! 60;910;912°920;920;902 87_1,8331804 797180218071 u65,8461866°; 888; 891�031848j802�76_ 762177_0 7771 7017081741.1770 , 780 h80�748170U{1_663 551668 6741 7515_141553' 579 58515861567 526!496 48614951499 80283324.-3331336 i337 328 90 51 7 _7— 6 Si 41 4z_3? -3 -�3�1_ 31 2j 95. 5; 5; 10_-41 4.' _41_4 4! 4 3I 21 21 1 11 11 31 21 21 1111_1 1_1 541 110! 31 4; 31 4T 3 4`;-3 3 2121 2111; 11 11111 31 1151- 21 3!_31. 2 ; 2! 11 11 1+`ll 11 2 21 2; 1201_11_11 IT -1 2i 1 11 1 1Y 11 —11_1' 1251 11 1;- 1, 1 11 1 1]- I 1,1351 1. 1, --1 1! 11, 1 11 1 1 11 1! 1140 15 _ 11 .11 le -1; 1� 17 2t 145 11._ 11 .11_..1' _lam _2� 11 -zl`- 2.- Zt 2L -2 150 21 2i —2 _ 2 21 21 2: 2° 21 2 31 155 2; 2j 2 2; y2; �i 21 2=_ 31 31 3 1601 2 2i 2s 2 21 21 21 3i 31 31 31 11_65 21-2 21 2i 21 _2i 2 31 3; 31 31 x170+ 11751 2; } — 21 2: 2; —2 2; 21 2 31 31 _31 — 31 — T i 21 1801 21 2,'- 21 2— 21 2 — 2,' 31 21 2 31 3 3 3 2 21 2, 21 2! _21 21 ISF 191231P4 VISUAL PHOTOMETRIC TOOL PAGE 4 OF 4 https://www.visual-3d.com/tools/PhotometricViewer/Default.aspx?ID=365368 4/4 T CASCADE TITLE CO. Lane County Clerk 2022-046578 Lane County Deeds & Records 11 /15/2022 11:53:49 AM RPR -DEED Cnt=1 Stn=45 CASHIER 04 4pages $20.00 $11.00 $10.00 $61.00 $102.00 TITLE NO. 0335527 ESCROW NO. EU22-1379 NRJ TAX ACCT. NO. 0205813 / MAP/TAX LOT NO. 17-03-25-24-01800 TAX ACCT. NO. 0205797 / MAP/TAX LOT NO. 17-03-25-24-02000 TAX ACCT. NO. 0205805 / MAP/TAX LOT NO. 17-03-25-24-01900 GRANTOR MARY R. SALING and SALING RESIDENTIAL TRUST GRANTEE METROPOLITAN AFFORDABLE HOUSING CORPORATION DBA CORNERSTONE COMMUNITY HOUSING PO BOX 11923 EUGENE, OR 97440 Until a change is requested all tax statements shall be sent to the following address: ***SAME AS GRANTEE*** After recording return to: CASCADE TITLE CO. 811 WILLAMETTE EUGENE, OR 97401 MARY R. SALING and MARY SALING, TRUSTEE OF THE SALING RESIDENTIAL TRUST DATED February 24, 2021, Grantor, conveys and warrants to METROPOLITAN AFFORDABLE HOUSING CORPORATION dba CORNERSTONE COMMUNITY HOUSING, an Oregon non-profit Corporation, Grantee, the following described real property free of encumbrances except as specifically set forth herein: SEE EXHIBIT A WHICH IS MADE A PART HEREOF BY THIS REFERENCE The true consideration for this conveyance is $578,140.00. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300 (Definitions for ORS 195.300 to 195.336), 195.301 (Legislative findings) AND 195.305 (Compensation for restriction of use of real property due to land use regulation) TO 195.336 (Compensation and Conservation Fund) AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 (Definitions for ORS 92.010 to 92.192) OR 215.010 (Definitions), TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930 (Definitions for ORS 30.930 to 30.947), AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300 (Definitions for ORS 195.300 to 195.336), 195.301 (Legislative findings) AND 195.305 (Compensation for restriction of use of real property due to land use regulation) TO 195.336 (Compensation and Conservation Fund) AND SECTIONS 5 TO ll, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. Except the following encumbrances: Covenants, Conditions, Restrictions, Easements and Rights of Way of record, if any. Dated this day of MARY R. S G State of Oregon County of Lane This instrument was acknowledged before me on INDIVIDUALLY and as TRUSTEE OF THE SA OFFICIAL STAMP CHRISTINA JEANNE HAMAKER My NOTARY PUBLIC -OREGON COMMISSION NO. 1026462 MY COMMISSION EXPIRES JULY 24, 2026 SALING RESIDENTIAL TRUST M;kP,Y SAL G , T 1 Eh -' {Notary Public for commission expires- 2022 by MARY R. SALING, EXHIBIT `A" PARCEL l: Beginning at an iron pipe marking the Southeast corner of the William Spencer Donation Land Claim No. 50 in Section 25, Township 17 South, Range 3 West of the Willamette Meridian; thence West 1233.0 feet along the center line of County Road No. 1141 to a point; thence North 304.02 feet along the center line of Janice Way to a point which is the true point of beginning; thence East 30.0 feet to an iron pipe on the East right of way line of Janice Way; thence continue East 200 feet to an iron pipe; thence North 91.32 feet to an iron pipe; thence West 200 feet to an iron pipe on the East right of way line of Janice Way; thence continue West 30.0 feet to a point in the center of Janice Way; thence South 91.32 feet along the center of Janice Way to the true point of beginning, being a description of the parcel of land commonly known as Lot 31 of the Wendell A. Gross Tract, in Lane County, Oregon. EXCEPT THEREFROM that portion described in Deed to the City of Springfield recorded September 24, 1976, Reception No. 7650087, Lane County Official Records, in Lane County, Oregon. PARCEL 2: Beginning at an iron pipe marking the Southeast corner of the William Spencer Donation Land Claim No. 50 in Section 25, Township 17 South, Range 3 West of the Willamette Meridian; thence West 1233.0 feet along the center line of County Road No. 1141 to a point; thence North 395.34 feet along the center line of Janice Way to a point which is the true point of beginning; thence East 30.0 feet to an iron pipe on the East right of way line of Janice Way; thence continue East 200 feet to an iron pipe; thence North 91.32 feet to an iron pipe; thence West 200 feet to an iron pipe on the East right of way line of Janice Way; thence continue West 30.0 feet to a point in the center of Janice Way; thence South 91.32 feet along the center of Janice Way to the true point of beginning, being a description of the parcel of land commonly known as Lot 30 of the Wendell A. Gross Tract, in Lane County, Oregon. EXCEPT THEREFROM that portion described in Deed to the City of Springfield recorded September 24, 1976, Reception No. 7650088, Lane County Official Records, in Lane County, Oregon, PARCEL 3: Beginning at an iron pipe marking the Southeast corner of the William Spencer Donation Land Claim No. 50, in Section 25, Township 17 South, Range 3 West of the Willamette Meridian; thence West 1233.0 feet along the center line of County Road No. 1141 to a point; thence North 212.7 feet, along the center line of Janice Way to a point which is the true point of beginning; thence East 30.0 feet to an iron pipe on the East right of way line of Janice Way; thence continue East 200.0 feet to an iron pipe; thence North 91.32 feet to an iron pipe; thence West 200.0 feet to an iron pipe on the East right of way line of Janice Way; thence continue West 30.0 feet to a point in the center of Janice Way; thence South 91.32 feet along the center of Janice Way to the true point of beginning, being in Lane County, Oregon. EXCEPT: Beginning at an iron pipe marking the Southeast corner of the William Spencer Donation Land Claim No. 50, in Section 25, Township 17 South, Range 3 West of the Willamette Meridian; thence West 1233.0 feet along the center line of County Road No. 1141 to a point; thence North 212.7 feet along the center line of Janice Way (16th Street) to the true point of beginning; thence East 30.0 feet to a pipe set on the East right of way line of Janice Way (16th Street); thence North 91.32 feet to a point marked by an iron Pipe; thence West 30.0 feet to the center line of Janice Way (16th Street); thence South 91.32 feet to the true point of beginning, in Lane County, Oregon. LEGAL (NRJ)