Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application APPLICANT 6/1/2020
THE SATRE GROUP Planners, Landscape Architects and Environmental Specialists 375 West 4' Avenue, Suite 201, Eugene, Oregon 97401 (541)686-4540 • www.satrecrouo.com TRANSMITTAL TO: City of Springfield DATE: May 5, 2020 225 5^ Street PROJECT: SUB South Hills 4' Level Reservoir Springfield, OR 97477 Site Plan Review CLIENT PROJ M ATTN: SSG PROJ #: 1938 TRANSMITTED: Herewith X DISPOSITION: For Your Approval Separate Cover For Your Information/Use X Other For Reply TRANSMITTED: #Copies Item One PDF coov of a: Dated No. Pages Site Plan Review Application Packet Vanes Several REMARKS: This Site Plan Review application packet is hereby submitted for processing. The submittal package includes: 1. This Transmittal 2. Application Fee (Mailed Separately) 3. Application Form 4. Written Statement 5. Deed 6. Title Report 7. Stormwater Report 8. Geotechnical Report 9. Site Lighting Memorandum 10. Reduced Site Plan 11. Landscape plan 12. Civil Plan Set We look forward to your assistance with the project. Don't hesitate to contact us should you have any questions or need any additional information. Thank you. COPIES TO:Agency File X Consultant Team X Owner X Other BY: Richard M. Satre, AICP, ASLA, CSI City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINGFIELD WAV, Application Type (Applicant: check one) Site Plan Review Pre -Submittal: ❑ Major Site Plan Modification Pre -Submittal: ❑ Site Plan Review Submittal: Ma'or Site Plan Modification Submittal: LJ I Required Project Information (Applicant. complete this section) Applicant Name: Steven Wages Phone: (541) 726-2396 Company: Springfield Utility Board Email:stevenw@subutil.com Address: 202 South 18th Street, Springfield, OR 97477 Applicant's Rep.: Richard M. Satre, AICP, ASLA, CSI Phone: (541) 686-4540 Company: Schirmer Satre Group Email•rick@schirmersatre.com Address: 375W 4th Avenue, Suite 201, Eugene, OR 97401 Property Owner: Springfield Utility Board Phone: (541) 726-2396 Company: Springfield Utility Board Email•stevenw@subutil.com Address: 202 South 18th Street, Springfield, OR 97477 ASSESSOR'S MAP NO: 18-02-03-10 TAX LOT NOS : 00100 Property Address: No site addresses for the Tax Lot Size of Property: 11.02 Acres 0 Square Feet ❑ Proposed No. of . None Proposed Name of Project: SUB South Hills 4th Level Reservoir Description of If you are filing In this form by hand, please attach your proposal description to this application. Pro osal Construct a water storage reservoir and associated site improvements Existing Use: Vacant Tax Lot New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf Si natures: Please sign and Drint your name and date in the aggrogriate Required Project Information (City Intake Staff., Associated Applications: box on the nexta e. complete this section) Signs: Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed b 811-20-000099-TYP2 06/01/2020 Application Fee: $Technical Fee: $ 257.30 Postage Fee: $ 190 5146.00 5593.30 TOTAL FEES: $ PROJECT NUMBER: 811 -19 -000291 -PROD Revised 1/7/14 KL 101`11 Owner Signatures This application form is used for both the required pre -submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. I/we do hereby acknowledge that I/we are legally responsible for all statutory timelines, information, requests and requirements conveyed to my representative. Date: Signature STe,\J'F-NyJhGES I represent this appllcatlon to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre -Submittal Meeting, 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. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Date: / 20 Signature Revised 1/7/19 KL 2 of 11 Site Plan Review Application Process 1. Applicant Submits a Site Plan Review Application for Pre -Submittal • The application must conform to the Site Plan Review Submittal Requirements Checklist on pages 4-7 of this application packet. • A pre -submittal meeting to discuss completeness is mandatory, and pre -submittal meetings are conducted every Tuesday and Friday, from 10:00 am - noon. • Planning Division staff strives to conduct pre -submittal meetings within five to seven working days of receiving an application. 2. Applicant and the City Conduct the Pre -Submittal Meeting • The applicant, owner, and design team are strongly encouraged to attend the pre - submittal meeting. • The meeting is held with representatives from Public Works Engineering and Transportation, Community Services (Building), Fire Marshall's office, and the Planning Division and is scheduled for 30 to 60 minutes. • The Planner provides the applicant with a Pre -Submittal Checklist specifying the items required to make the application complete if it is not already complete, and the applicant has 180 days submit a complete application to the City. 3. Applicant Submits a Complete Application, City Staff Review the Application and Issue a Decision • A complete application must conform to the Site Plan Review Submittal Requirements Checklist on pages 4-7 of this application packet. • A Type II decision, made after public notice, but without a public hearing, unless appealed, is issued within 120 days of submittal of a complete application. • Mailed notice is provided to property owners and occupants within 300 feet of the property being reviewed and to any applicable neighborhood association. In addition, the applicant must post one sign, provided by the City, on the subject property. • There is a 14 -day public comment period, starting on the date notice is mailed. • Applications are distributed to the Development Review Committee, and their comments are incorporated into a decision that addresses all applicable approval criteria and/or development standards, as well as any written comments from those given notice. • Applications may be approved, approved with conditions, or denied. • At the applicant's request, the Planner can provide a copy of the draft land use decision prior to issuing the final land use decision. • The City mails the applicant and any party of standing a copy of the decision, which is effective on the day it is mailed. • The decision issued is the final decision of the City but may be appealed within 15 calendar days to the Planning Commission or Hearings Official. Revised 1/7/14 KL 3 of 11 Site Plan Review Submittal Requirements Checklist NOTE: • ALL of the following items MUST be submitted for BOTH Pre -Submittal and Submittal. • If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form. Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. Any applicable application, technology, and postage fees are collected at the pre -submittal and submittal stages. W Site Plan Review Application Form Narrative explaining the purpose of the proposed 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. Density - if applicable, list the size of property (acres), maximum allowable density and the density proposed. Copy of the Deed FO Copy of the Site Plan Reduced to 81/2"x 11", which will be mailed as part of the required neighboring property notification packet. N/A ❑ State or Federal Permits Required - The applicant must demonstrate that an application has been submitted for any required federal or state permit and provide a copy of the application upon request. N/A ❑ Completed Attached Scoping Sheet EZ Four (4) Copies of the Following Plan Sets for Pre -Submittal OR Four (4) Copies of the Following Plan Sets for Submittal: d All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. All plan sets must be folded to 81/2" by 11" and bound by rubber bands. Please Note: • These plans must provide enough information to enable the City to determine that the proposed development is feasible, but are not necessarily required to be detailed construction level documents. • The City's Engineering Design Standards Manual, while not land use criteria, may be used in whole or n part, by the City Engineer to determine the feasibility of a proposed plan. • Nothing herein should be interpreted as implying any requirement in contradiction of Oregon Statute or Oregon Administrative Regulation. Revised 1/7/14 KL 4 of 11 a. Site Assessment of Existing Conditions ® 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 Services 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 Services 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 b. Site Plan ® 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 N/A❑ 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 whall be designated including at grade connections ® 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 N/A❑ 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 N/A❑ Location, type, and number of bicycle parking spaces N/A❑ Note location of existing and planned Lane Transit District facilities (within 1/2 mile) Revised 1/7/14 KL 5 Of 11 Q 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 N/A ❑ 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 defined sequence addressing street connectivity between the various phases and accommodating the logical extension of other required public improvements, including but to limited to, sanitary sewer, stormwater management, water and electricity. The applicant must clearly indicate which phases are proposed for approval under the current Site Plan application and which are deferred to future review procedures. c. Existing Improvement and Public Utilities Plan ® 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 right-of-ways within or adjacent to the proposed development, including jurisdictional status other than City. Indicate connection points for roof drainage. W1 Location and type of existing 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 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. d. Proposed Grading, Paving, & Utilities Plan ® Prepared by an Oregon licensed Civil Engineer, except where noted below ® 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 N/A ❑ Location and type of proposed street lighting ® 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 Revised 1/7/14 KL 6 of 11 e. Landscape Plan m Prepared by an Architect, Landscape Architect, or other Landscape Professional approved by the Director m Location and dimensions of landscaping and open space areas to include calculation of landscape coverage Z Where applicable, screening in accordance with SDC 4.4-110 Location of existing and proposed street trees f. Architectural Plans Where abutting residentially zoned properties, exterior elevations of all proposed structures over 140 square feet for the development site, including height, shall be shown g. On -Site Lighting Plan Location, orientation, and maximum height of exterior light fixtures, both free standing and attached m Type and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area Additional Materials That May be Deferred at the discretion of the applicant until Final Site Plan or Building Permit Submittal: FO List in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size and spacing Where plants are proposed as part of the stormwater management system, a planting plan shall be provided. N/A ❑ Irrigation Plan showing of irrigation lines, required backflow preventers and above ground utilities. Z Photometric test report for each light source. Q An applicant may submit conceptual floor plans in order to have staff address Resolution of potential nuisance conflicts Additional Materials That May be Required by the Director: IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/ APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE -DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: © Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. N/A ❑ A developer may be required to prepare a Traffic Impact Study (TIS) to identify potential traffic impacts from proposed development and needed mitigation measures. Revised 1/7/14 KL 7 of 11 N/A ❑ Where a multi -family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 N/A❑ 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 the Soils Survey indicates the proposed development area has unstable soils and/or a high water table, or if required by the City Engineer Where the development area is within an overlay district, address the additional standards of the overlay district on plans and narratives Where physical aspects of a proposed development, including but not limited to scale, odor noise, glare or vibration, will impact less intensive surrounding uses, the Director may request submittal of conceptual floor plans or other information necessary to determine compliance with applicable standards. If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 N/A❑ A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property N/A ❑ The applicant must demonstrate that an application has been submitted for any required federal or state permit and provide a copy of the application upon request Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development N/A❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 N/A ❑ An Annexation shall be submitted prior to submission of 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 served by sanitary sewer Revised 1/7/14 KL 8 Of 11 May 5, 2020 SPRINGFIELD UTILITY BOARD SOUTH HILLS 4T" LEVEL RESERVOIR Site Plan Review Map 18-02-03-10, Lot 100 WRITTEN STATEMENT In accordance with Site Plan Review submittal requirements, this written statement describes the proposed development and demonstrates that the proposal complies with the standards and criteria contained in SDC 5.17-100 through 5.17-125. The proposal is submitted concurrently with a Hillside Development Overlay District application, and a Tree Felling Permit application. We request that these applications be processed concurrently. I. LAND USE REQUEST A. Development Objective The applicant's objective is to construct a newwater storage reservoir near its existing South Hills Reservoir Site to serve future single-family homes in the MountainGate subdivision and elsewhere. Subject Property RLIO Maps 2018 B. Land Use Request In accordance with the results of a Development Issues Meeting the applicant held with the City of Springfield on December 19, 2019 (See City of Springfield Jo. No. 811 -19 -000285 -PRE), accomplishing the development objective will require City of Springfield approval of three land use applications: Site Plan Review, Hillside Development Overlay District, and Tree Felling Permit. Although relating to the same project, each of these have been generated as a complete, stand-alone application including application form, city fee, written statement with findings demonstrating compliance with applicable criteria, exhibits and plans. While each of these is to receive its own decision, to ease the overall process, these three applications are being submitted for concurrent processing. It is intended that this will provide an opportunity for cross- referencing and parallel review and assist the city in rendering a decision. Additional details regarding this proposal are provided on the plans, the remainder of this written statement, and other materials enclosed and attached herewith. + snxoswn.wcxuscn + PLANNERS + LANDSCAPE ARCHITECTS i ENVIRONMENTAL SPECIALISTS 375 Wes_41h, Suite 201, Eugere, OR 9]401 Phone: 541.6861 www, satre®roup. comI I r Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 C. Project Directory Owner/Applicant Steven Wages, P.E. Springfield Utility Board 202 South 1 e Street Springfield, OR 97477 Phone: (541) 726-2396 Email: stevenw@subutil.com Planner/Lardscaoe Architect (arid Applicant's Representative) Richard M. Satre, AICP, ASLA, CSI The Satre Group 375 West 4' Avenue, Suite 201 Eugene, OR 97401 Phone: (541) 686-4540 Email: rickftsatregroup.com Sumevpr Dan Nelson, PLS Branch Engineering, Inc 310 5^ Street Springfield, OR 97477 Phone: (541) 746-0637 Email: dannftbranchengineering.com Civil Engineer Tom Boland, P.E. Murraysmith, Inc. 888 S/115^ Avenue, Suite 1170 Portland, OR 97204 Phone: (503) 225-9010 Email: Tom. Boland@murraysmith.us Page 2 of 13 THE SITE AND EXISTING CONDITIONS A. Development Site The 4' Level Reservoir site is located at South 65^ Place and Jessica Drive in the Thurston Hills of Springfield. Lot 100 was in the MountainGate Master Plan, however, Lot 100 was not included in prior MountainGate subdivisions. Lot 100 was in the MountainGate Master Plan a future phase. (The MountainGate Master Plan expired in 2004.) Although once planned for single family homesites, lot 100 is now owned by Springfield Utility Board and, as documented in this land use application, is now planned to be the location for a new reservoir. The reservoir site is forested and is approximately 11.02 acres in size. Access is by way of South 66a' Place. Abutting the site to the north and west is unimproved land which is planned and zoned for low density residential development. Abutting the site to south and east is public land owned by Wllamalane. The Sarre Group - 375 West 0 Avenue, Suile 201, Eugene, OR W401 - (541) 6964540 - ww.v.sarreereun.00m Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 B. Planning Context 1. Planning and Zoning Local long-range land use is governed by the Eugene -Springfield Metropolitan Area General Plan (Metro Plan), often supplemented with a more specific refinement plan and/or neighborhood plan, followed by site-specific zoning. Further, zoning can sometimes be comprised of base and overlay zoning. For the reservoir site, the Metro Plan designation is Low Density Residential, there is no applicable neighborhood plan, and the base zoning is Low Density Residential. The Tax Lots to the north were included in the 1995 MountainGate Master Plan. Lot 100 was in the MountainGate Master Plan as a future phase. Page 3 of 13 r_� Springfield Zoning Map September 2018 SUB South Hills 41e Level Reservoir Site Map and Tax Let Acreage Metro Man Oesigra8m Zoning 1602-03-10-00100 11.02 acres Lau Oensiy ResttlentialLau Oensiy Residential (LOR) 2. Transportation a. TransPlan. The metro area adopted transportation plan, The Eugene -Springfield Transportation System Plan (TransPlan), adopted in 2001 and amended in 2002, includes one project in the vicinity of the subject property— Project 36, a future collector connecting Straub Parkway to the west to the general vicinity of the south side of MountainGate Master Plan area. b. Springfield 2035 Transportation System Plan. The City of Springfield's Local Street Network 1 .. diagram shows proposed future streets within Springfield's jurisdiction. The plan is illustrative only and is not parcel specific. Future local streets,their locations and connection points can be adjusted at (` tim a of specific developm ent proposals. -- , Local Street Network Map Except City of Springfield _ August 2018 c. Public Transit. There is no public transit service in the vicinity of the reservoir site. 3. Utilities a. Stormwater and Wastewater. The Springfield Stormwater Facilities MasterPlan shows the property as being within the Jasper-Natron Basin. The Master Plan identifies no capital improvement projects in the vicinity of the project. The site has both stormwater and sanitary infrastructure adjacent to the property in both South 66' Place and Jessica Drive. The Satre Group - 375 West 0 Avenue, Suie 201, Eugene, OR 6/401 - (541) 6864540 - www.setre�roup.00m Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 Stornwater Facilities Master Plan City of Spnngfield, October 20D8 Page 4 of 13 b. Wellhead Protection. _ The subject property is not within awellhead protection area, nor are there any protection areas near the subject property. Wellhead Protection Areas Map Excerpt City of Springfield and Spnngfield Utility Board January 2013 `•� c. Water and Electric. The site has both water and electric infrastructure adjacent to the property in both South 66h Place and Jessica Drive. Existing Water Infrastructure Springfield Utility Board, 2019 Existing Electric Infrastructure Springfield Utility Board, 2919 4. Natural Resources a. Springfield Natural Resources Study. The Springfield Natural Resource Study Report does not identify any resources on or near the site that would be impacted by the proposed development. The Satre Group - 375 West 0 Avenue, Suile 201, Eugene, OR 97401 - (541) 6864540 - www.satregreup.c xn Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 Page 5 of 13 b. Springfield Wetland Inventory / Water Quality Limited Watercourses (WQLW). Neither the National Wetlands Inventory nor the Local Wetlands Inventory document the presence of jurisdictional wetlands on or adjacent to the subject property. Springfield's Water Quality Limited Watercourses inventory also documents that there are no WQLW features on or adjacent to the subject property. c. Geotechnical Stability. A geotechnical evaluation has been performed forthe 4' Level Reservoir site. The report lists construction, site preparation, and foundation design recommendations. 5. Parks and Open Space a. Wllamalane Park and Recreation Comprehensive Plan. The VNllamalane Comprehensive Plan includes three projects within the vicinity. Project 3.8. Pursue acquisition and development of natural area parks and trail systems along the Thurston Hills ridgeline south of Potato Hill and towards the Jasper-Natron area. (Completed. See Project 4.10.) Project 3.10. Identified in the MountainGate Master Plan, develop a 90 -acre natural area park and trail system on top of Potato Hill. Project 4.10. Acquisition and development of a ridgeline trail in the south Thurston Hills area. (Property has since been acquired.) v; OI 0'i Park and Recreation Projects Map Excerpt Wllamalane Park and Recreation Oidnct October 2012 III. SITE PLAN REVIEW— APPROVAL CRITERIA AND FINDINGS This section is presented in the same order of applicable requirements found in Section 5.17-125, Site Plan Review Criteria of the Springfield Development Code. Applicable sections of the Code are in bold italics, followed by proposed findings in normal text. A. The zoning is consistent with the Illetro Plan diagram, and/or the applicable Reffcement Plan diagram, Plan District rrep, and Conceptual Development Plan. Response: There is no applicable Plan District Map, Conceptual Development Plan, or Refinement Plan for the subject property. The zoning is consistent with the Metro Plan Diagram. The subject property is zoned Low Density Residential and has a Metro Plan designation of Low Density Residential. Mel. Ran Oiagra. 2010 The Sar. Group - 375 Wed 4x Avenue, Suie 201, Eugene, OR 6/401 - (541) 8864540 - w.cw.ser.u.up.co. Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 Page 6 of 13 Regarding the Eugene -Springfield Public Facilities and Services Plan, the development proposal is consistent with the following Plan's policies: The Public Facilities and Services Plan notes that SUB will "add an upper level reservoir" on the 4m Level. Special Development Standards for High Impact Public Facilities (SDC 4.7-160 A.) indicates that Discretionary Use is not required if the facility is designated on the Public Facilities and Services Plan. The 4' Level Reservoir is considered a High Impact Public Facility per SDC 6.1-110 and is listed on the Public Facilities and Services Plan. Therefore it the reservoir is a permitted use and a Discretionary Use Permit is not required. Eugene -Springfield Public Facilities and SerNces Plan December 31, 2011 B. Capacity requirements of public and private facilities, including, but not limited to, water and electricity, sanitary sewer and stormwarter management facilities; and streets and trdflic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time of development, unless otherwise provided for by this Code and other applicable regulations. The Public Works Director or a utility provider shall determine capacity issues. Response: The site is a proposed public utility facility. It is not and will not be inhabited with any dwelling units, offices or other buildings regularly occupied by people. There is no need for the full suite of utility facilities. Nonetheless, public and private facilities are provided as follows: Storm: Public stormwater infrastructure exists in South 66m Place and Jessica Drive adjacent to the subject property. Sanitary: Sanitary infrastructure is adjacent to the site in South 66m Place and Jessica Drive. Water: Water infrastructure is adjacent to the site in South 66m Place and Jessica Drive. Electric: Electric infrastructure is adjacent to the site in South 66m Place and Jessica Drive. Streets: South 66m Place and Jessica Drive are local streets per the TSP. ROW has been dedicated to the Tax Lot. C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. SDC CHAPTER 3 LAND USE DISTRICTS SDC 3.3-500 HILLSIDE DEVELOPMENT OVERLAY DISTRICT 1. SDC 3.3-510 Applicability The Satre Group - 375 West 0 Avenue, Sure 201, Eugene, OR W401 - (541) 8964540 - ww.v.setregreun.00m Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 Page 7 of 13 The HD Overlay District is applied in residential zoning districts above 670 feet elevation or to development areas below 670 feet in elevation where any portion of the development area exceeds 15 percent slope as determined using the slope calculation described in Subsection 3.3-520A. Response: Portions of the development site exceed 15 percent slopes. Therefore, the Hillside Development Overlay District applies. See Hillside Development Overlay District application submitted concurrently with this application. SDC CHAPTER 4 DEVELOPMENT STANDARDS SDC 4.2-120 Site Access and Driveways A. Site Access and Driveways — General. 1. All developed lots/parcels shall have an approved access provided by either direct access to a., a. Public street or alley along the frontage of the property, b. Private street that connects to the public street system; c. Public street by an irrevocable joint use/access easement serving the subject property that has been approved by the City Attorney, where., I. A private driveway is required in lieu of a panhandle driveway,, or ii. Combined access for 2 or more lots/parcels is required to reduce the number of driveways along a street. Response: The subject property receives direct access from South 66th Place (a public street). A gravel access road will extend from the terminus of South 66th Place to the 4th Level Reservoir. B. Driveway access to local streets is generally encouraged in preference to streets of higher classification. Response: The subject property fronts local streets South 66th Place and Jessica Drive. The proposed reservoir will take access from South 66th Place. C. Driveways shall be designed to allow safe and efficient vehicular ingress and egress as specified in Tables 4.2-2 through 4.2-4 and the City's Engineering Design Standards and Procedures Manual and the Public Works Standard Construction Specifications. SDC Table 4.2-2 Driveway Design Specifications 2 -Way Driveway Width — Industrial Required., 24 feet minimum, 35 feet maximum. Transition Width Required., 8 feet minimum, no maximum. Driveway Throat Depth Required., 18 feet Response: A gravel access road with a width of 15 feet will be installed southward into Tax Lot 100. The road will continue to the reservoir site area and provide a safe fire/service turn around area. SDC Table 4.2-3 Curb Return Driveway Design Specifications Response: The access road does not include a curb -return. Thus, this standard does not apply. The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 • w ,atreproup.com Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 Page 8 of 13 SDC Table 4.2-4 Minimum Separations between a Driveway and the Nearest Intersection Curb Return on the Same Side of the Street* Multifamily Residential Required., Local Street., 150 feet. Response: South 66'^ is a dead end street with its terminus at the subject property. The nearest curb return is at the intersection of South 66'^ and Jessica Drive. The project's access road does not create a driveway. 3. SDC 4.2-1251ntersections Intersections shall be designed and constructed as specified in the City's Engineering Design Standards and Procedures Manual and the following requirements. A. In order to minimize traffic conflicts and provide for efficient traffic signalization, intersections involving curb return driveways and streets, whether public or private, shall be directly opposed, unless a Traffic Impact Study indicates that an offset intersection benefits public safety to a greater degree. Response: The proposed development does not include a curb return driveway. B. Streets shall be laid out so as to intersect as nearly as possible at right angles. The angle of intersection between 2 intersecting streets shall be at least 80 degrees. At intersections, each local street shall be straight or have a radius greater than 400 feet for a distance of 100 feet from each intersection. At intersections, each collector or arterial street shall be straight or have a radius greater than 600 feet for a distance of 100 feet from each intersection. Response: The application does not propose any new streets. 4. SDC 4.2-130 Vision Clearance Response: The proposed development area is not on a corner lot/parcel. SDC 4.2-135 Sidewalks A. Sidewalks and planter strips abutting public streets shall be located wholly within the public street right-of-way, unless otherwise approved by the Public Works Director. B. Sidewalks shall be designed, constructed, replaced or repaired as specified in the City's Engineering Design Standards and Procedures Manual, the Public Works Standard Construction Specifications and the Springfield Municipal Code, 1997. New sidewalk design shall be consistent with existing sidewalk design in the same block in relation to width and type C. Planter strips may be required as part of sidewalk construction. Planter strips shall be at least 4.5 feet wide and long enough to allow the tree to survive. Maximum planter strip width is dependent upon the type of tree selected as specified in the City's Engineering Design Standards and Procedures Manual. Response: There are no existing sidewalks on South 66'^ Place or Jessica Drive. As this proposal does not extend a street or parallel a street, there is no applicable requirement for sidewalks. The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 • w ,atreproup.com Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 Page 9 of 13 6. SDC 4.2-140 Street Trees B. Existing street trees are to be retained. if removed, they must have a permit to do so and be replaced with a new tree. Response: There are no existing street trees along either South 66th Place or Jessica Drive. There are none to be removed. 7. SDC 4.2-145 Street Lighting Public street lighting design and placement is specified in the City's Engineering Design Standards and Procedures Manual and the Public Works Standard Construction Specifications and is approved by the Public Works Director. A. Street Lighting shall be included with all new developments or redevelopment. Existing street lights shall be upgraded to current lighting standards with all new developments or redevelopment as determined by the Public Works Director. The developer is responsible for street lighting installation costs. Response: The reservoir will take access from the existing end of South 66th Place. The project does not extend a street or parallel a street. The project does not generate a demand for street lights. 8. SDC 4.3105 SanitarySewers A. Sanitary sewers shall be installed to serve each new development within the city limits and to connect developments to existing mains... Response: Existing sanitary infrastructure exists in South 66th Place and Jessica Drive. Thus, sanitary sewer service is available to the subject property. (Although service is available, the proposed development does not need sanitary service and does not plan on extending service into the site.) SDC 4.3110 Stormwater Management B. The approval authority shall grant development approval only where adequate public and/or private stormwater management system provisions have been made as determined by the Public Works Director, consistent with the policies set forth in the Stormwater Management Plan and the Engineering Design Standards and Procedures Manual. The stormwater management system shall be separated from any sanitary sewer system. Surface water drainage patterns shall be addressed on every Preliminary Site Plan, Tentative Partition or Subdivision Plan. C. A stormwater management system shall accommodate potential run-off from its entire upstream drainage area, whether inside or outside the development The Public Works Director shall determine the necessary size of the facility, based on adopted Public Facility Plans and Stormwater Facility Master Plans. The developer shall pay a proportional share of the cost according to adopted City Council policy. D. Run-off from a development shall be directed to an approved stormwater management system with sufficient capacity to accept the discharge. Where the Public Works Director determines that additional run-off resulting from the development will overload an existing stormwater management system, the Approval Authority shall withhold Development Approval until provisions, consistent with the Engineering Design Standards and Procedures manual, have been made to correct or mitigate the condition. Response: There is existing stormwater infrastructure in South 66th Place and Jessica Drive. An on-site stormwater management system will be constructed. Any additional The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 • w ,atreproup.com Springfield Utility Board Page 10 of 13 South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 May 5. 2020 stormwater runoff from the development site will not exceed the carrying capacity of the system. See accompanying Stormwater Management Plan and plan set for additional information. E. Any development with a stormwater threshold management requirement of 1,000 square feet of impervious surface area shall be required to employ stormwater management practices consistent with the Springfield Engineering Design Standards and Procedures Manual, which minimize the amount and rate of surface water runoff into receiving streams. Response: The onsite storm water system will include storm water management practices consistent with the Springf eld Engineering Design Standards and Procedures Manual. F. Identification of Water Quality Limited Watercourses. Response: There are no Water Quality Limited Watercourses on the development site. Therefore, this standard does not apply. G. Protection of Riparian Area Functions. Response: There are no Water Quality Limited Watercourses on the development site, therefore there are no riparian areas to protect. This standard does not apply. 10. SDC 4.3-125 Underground Placement of Utilities; and SDC 4.3-130 Water Service and Fire Protection Response: New utilities associated with the project will be placed underground. Water services is available from South 66" Place and Jessica Drive. An existing fire hydrant is located on the north side of Jessica near the southwest corner of Tax Lot 302. 11. SDC 4.3-140 Public Easements A. Utility Easements. The applicant shall make arrangements with the City and each utility provider for the dedication of utility easements necessary to fully service the development or land beyond the development area as necessary. The minimum width for public utility easements adjacent to street rights-of-way shall be 7 feet. The minimum width for all other public utility easements shall also be 7 feet. However, the utility provider or the Public Works Director may require a larger easement for major water mains, major electric power transmission lines... or in any other situation to allow maintenance vehicles to set up and perform the required maintenance or to accommodate multiple utility lines. Where feasible, utility easements shall be centered on a lot1parcel line. Response: A number of easements are already in existence related to adjacent property. Should additional easements be required, the applicant shall make arrangements as needed. 12. SDC 4.4-105 Landscaping A. Three types of landscaping may be required., 1. Landscaping standards for private property as specified in this Section and other Sections of this Code. 2. Street trees in the public right-of-way as specified in Section 4.2-140. 3. Curbside planter strips in the public right-of-way as specified in 4.2-135. B. Unless otherwise specified in this Code all required setback areas and parking lot planting areas shall be landscaped. The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 • w ,atreproup.com Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 Page 11 of 13 Response: Interior to the reservoir site, there will be some disturbed areas as the reservoir, staging area, access road, and utility infrastructure is constructed. These areas will be landscaped with a grass that is drought resistant and doesn't need irrigation. A minimum of 65% of required planting areas will be covered with living plant material within 5 years of installation. There will be some areas of tree removal. See Tree Felling Plan and the Tree Felling Permit. These will be interior to the site, where the reservoir, access road, and staging area will be constructed. These areas will be visible to adjacent properties or the street and no new trees will be installed. 13. SDC 4.4-110 Screening; and SDC 4.4-115 Fencing A. Screening shall be required 1. Where commercial and industrial districts abut residential districts and no approved screening exists; 2. For outdoor mechanical devices and minor and major public facilities; 3. For outdoor storage areas abutting residential districts; 4. For trash receptacles. Response: The development is in a residential district. There are no proposed outdoor mechanical devices. There are no outdoor storage yards or areas. There are no trash receptacles proposed. However, the substation is a major public facility and screening is required. Screening, in this instance, will be provided by the existing dense wooded forest located between the reservoir site and adjacent properties. B. Screening shall be vegetative, earthen and/or structural and be designed to minimize visual and audible incompatible uses from adjacent properties... 1. Structural screening shall be a fence or masonry wall constructed to provide a uniform sight -obscuring screen. Response: A 8' tall chain link fence with 3 strands of barbed wire will surround the perimeter of the reservoir site proper. The existing dense wooded nature of the site will provide screening. 14. SDC 4.5-100 On -Site Lighting Standards; and SDC 4.5-110111umination and Height A. On-site lighting shall be the minimum illumination necessary for a given application including parking areas and vehicle sales areas. All exterior light fixtures shall be shielded or recessed so that direct glare and reflection are contained within the boundaries of the property, and directed downward and away from abutting properties; public rights-of-way; and riparian, wetlands and other protected areas identified in this Code on the same property. B. Height. 1. The height of a free standing exterior light fixture shall not exceed 25 feet or the height of the principal permitted structure, whichever is less. In this case, height is measured as the vertical distance between the paved surface and the bottom of the light fixture. Response: Lighting is limited to wall mounted lights on the reservoir's telemetry building. See plans. 15. SDC 4.6-100 Vehicle Parking, Loading and Bicycle Standards. The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 • w ,atreproup.com Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 1602-03-10, Lot 100 Page 12 of 13 Response: • Vehicle Parking —This is a major public utility facility. It is not open to the public. There are no customers or visitors. The only vehicles that will be accessing the site will be maintenance and repair vehicles from the utility facility owner. There is no parking needed. Thus, this standard does not apply. • Loading Areas —The need isn't so much for loading areas as it is for staging areas for on-site work activity. In this regard, a gravel surface area is provided around the perimeter of the reservoir. These areas meet or exceed the minimum width of 10 feet, minimum length of 25 feet and minimum clear vertical height of 14 feet. In this regard, this standard is met. • Bicycle Parking —This facility is not open to the public. Individuals accessing the site will be utility employees in maintenance and repair vehicles. Thus, this standard does not apply. D. Parking areas and ingress -egress points have been designed to., facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas,, minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for State highways. Response: The facility does not front on or take access from an ODOT facility or a collector or arterial street (South 66' Place and Jessica Drive are local streets). The proposed access road meets intersection standards. Bicycle and transit facilities do not exist in the immediate neighborhood and no demand for such will be generated by this development. E. Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibility of flooding, signiticant clusters of trees and shrubs; watercourses shown on the WQLW Map and their associated riparian areas; other riparian areas and wetlands specified in Section 4.3-117, rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specitred in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State or Federal law. Response: Of the physical features listed in this criterion, the following features and how the proposal addresses those is as follows: • Steep Slopes with unstable soil orgeologic conditions. There are steep slopes on the site. A copy of the geotechnical report is included in the application packet. • Areas with susceptibility of flooding. There are no areas susceptible to flooding. • Significant clusters of trees and shrubs. There are trees on the property. Trees that have been surveyed are shown on the plan set. Trees to be removed are shown on the plan set. A significant portion of the subject property will not be disturbed. Of the disturbed interior of the site, native grasses will be planted. The site has an existing densely wooded area and has a'community forest' (owned by Wllamalane) to its south and east. This natural area will also act as a vegetative screen for the property. See plan set. • Watercourses shown on the WQLW Map and their associates riparian areas. There are no watercourses on the site. • Other riparian areas and wetlands. There are no riparian areas or wetlands. • Rock outcroppings. There are no areas of rock outcroppings • Open spaces. As it is defined in the Springfield Development Code, there are no open spaces on the site. The Sarre Group - 375 West 0 Avenue, Suie 201, Eugene, OR W401 - (541) 6964540 - ww.v.serreereun.00m Springfield Utility Board South Hills 4th Level Reservoir Site Plan Review Map 18-02-03-10, Lot 100 Page 13 of 13 • Areas of historic and/or archeological significance. There are no known historic or archeological areas on the site. IV. Conclusion The above information represents known applicable planning, zoning and site development requirements for the contemplated project. It presents known physical conditions and contexts. It captures the project's primary development objective. Based on the information and findings contained in this written statement, associated exhibits and plan set the proposed SUB 4' Level Reservoir project meets the criteria of approval contained in the Springfield Development Code. Therefore, the applicant requests that the City of Springfield approve the proposal. If you have any questions about the above application, please do not hesitate to contact Rick Satre at The Satre Group, 541-686-4540, or rickasatreoroup.com. Sincerely, Rech wdlM. Satre. Richard M. Satre, AICP, ASLA, CSI President The Satre Group The Salre Group - 375 West 0 Avenue, Suie 201, Eugene, OR W/ l - (541) 6964540 - ww.v.salreereue.00m w � W � I e / I _ — P PLAN 60%—SUBMITTAL e . p m SOUTH HILLS aff {/� 9TH LCVCL pYCRRLL ME IAYOUT PIAN C-2 .was �mmian murraysmith RESERVOIR LETTER OF TRANSMITTAL March 25, 2020 Schirmer Satre Group 375 W. 46 Avenue Eugene, OR. 97401 Attn: Rick Satre TR-190745EN.01 WE ARE SENDING: SUBMITTED FOR: ACTION TAKEN: ❑ Shop Drawings ❑ Approval ❑ Approved as Submitted ❑ Letter ❑ Your Use ❑ Approved as Noted ❑ Prints ® As Requested ❑ Resubmit ❑ Change Order ❑ Review and Comment ❑ Submit ❑ Plans ❑ Returned ❑ Samples SENT VIA: ❑ Returned for Corrections ❑ Specifications ® Attached ❑ Due Date: ® Other: Cut Sheets ❑ Separate Via: Comments from "Site Plan Review Pre -Submittal Checklist": On -Site Lighting Plan Incomplete: 1. Type and extent of shielding, including cut-off angles and type of illumination, wattage, and luminous area. 2. Photometric test report for each light source Response: The following documents are enclosed. 1. The cut sheet for the proposed LED wall -pack 2. Photometric report for proposed LED wall -pack 3. The cut sheet for the proposed LED pole light 4. Photometric report for proposed LED pole light 5. 3D model illustration in Visual Remarks: 1. Regarding the shielding, the wall -pack lights don't have a separate shield available for them, but they're designed to eliminate light trespass. The reservoir lights are floodlights that are intended to illuminate the reservoir itself (not necessarily the area around it) on an as -needed basis, so shielding will defeat the purpose of their use. PO Box 70413 ■ Springfield, OR 97475 0 Phone (541)393.3345 0 Fax (541)505.8917 Specifications Width: 12-15/16" (329 not Height 9" (239 not Depth: 7-1/2" (19 not Weight 11.95 be r.kry TWR1 LED cn.Z TWRILEDP24OKMVOLTDDM LED Wall Luminaire Nom, Ty, c 4L us ®Inpnfix- ' '® 5 tsrN � II LIM', Introduction The popularTWR1 luminaire is now available with long-lasting, energy-efficient LED technology. Featuring a classic dayForm, the TWR1 LED offers a traditional appearance and is powered by advanced LEDs. The TWR1 LED luminaire is powerful yet energy efficient, capable of replacing up to a 25OW metal halide luminaire while saving up to 86% in energy costs. Offering an expected service life of more than 20 years, the TWR1 LED eliminates frequent lamp and ballast replacements associated with traditional technologies. • EXAMPLE: TWR1 LED P2 50K MVOLT DDBTXD MM LED NO1Es 1. mrralaede mernpaatmeJCCTjfarm 11 annnal per ANSI oa, 17.21108. 2. MVOVdriwropamto,,,,y llrevolt ,fmmlA277VI50/WH4 FEATURES & SPECIFICATIONS INTENDED USE The lWR1 LED ,mb,n,,t,,dc,,n,ll wall re,kdr5lgnwltF mlTretopro+dearenex, ail bwmai Menan® LED sal pack -talk for rep4dng no t"NUA MH fitlurm The traditional ,,, ml, mainpin hall sachet c,w en mpltting onlya porion cfyour haildingi¢all paela. RM1 LED I5 deal for omcdcranchostions ouch as wryoT, loading area, ddvaxap and prkirg areas. WNSTRUCTKDN Rugged osslulma r— Forcing Mth brome polyro a pw+dar pinJor lating dlDoor IS M1 inged on the ad door swing of ohthedayduring'mstallat and ea ca. G9ingsa sealed with a cnepl—gasketto l nhbltthee caofaL nalcon.m and MVOLTddva ¢.masa on any l in schade from 1269N IW/ssHo Al luminaireshae,601suryepmtaetlon_ Rated (or ourdocr Imtallatiors, NPC minimumamblent PlaaaconSultbtlorylor5urge maing of pFatarelh OPTES HigFparhorm—ce LED, maintain no to Woof light ouqutat iN,NO form of eanicg lila (L9N100.MB'..o).Pd,matcgla51an5 daalgnaci Iserloadorllghting dlsidbutlon, u m ismdlyand htmespeong S.. Lighting Eads all and photometry econsfor yacificfitl rapahrmanca. INSTALLATION Daaignaci brwall mo ting shono+afour kat from ground Homing Is configured for howning dremys,serastandard4" outlet WmkymM1ayorfor Sulo. Wrlrg via anyof threacon,sament 1R" thoneW conduitantry mbS. USTING5 UL Ustrad to U.S. and Caned— statystandards krwat location. Tested in sccordancawith IESNA LM19 and LMAO standard. DmlgnLlghtSConschnn& IDLED quallfiad product Not all versions ins pmdl may he DLCquallfied Plany—heckim, DLCOuahfad Pmducb Lasa —dmlgnllom, ,to confirm wfrlch sartion5 araquahfied. WARRANTY See ninthad mrranW Complete only terms located at —mlg r,m/Cmt,mr,R..... msRmma_and_,,ndlt,,e a, Nps Mual performance may differ se a result of aid -mar envignment and austral Al values are design or tpisal valued mea5wed under INoaatory conditions sa 25 "C. Specification55udad to rhanga vnthoutnotice. '.L✓% 0.01161A COMMERCWLOUTWOR One Lith—Way • COMars,Georyia3D012 • Phond:800305.I3I8 • www.IRh—a—, 1WR1 LED "".41" iM 0201320190cuity Brands Lighting, Inc. All rights asa sal Ray. 0821/19 Performance Data Lumen Output Lurwnvaln— Lon photo-- nh peiforred l n aaordarcewi#cIESNA IMl. Da.' a madead WbaregemY[iwoftbe mnfigurati Iacn,.0an 11 I-- albwN by lighting Each. cranaIL 3WRI LED P390K MLT a 394 1WRI LEDP350RMi0L1 1B 3,519 3WRI LED '391)130 D33WRI LED P35g(10 D3 3,103 Electrical Load IM 310 24W 377Y 30v Mill LED P2 40K MILT A 03 E13 E12 110 101 1 MR1LEDR25NIAMILT a 03 E13 E12 110 108 MUISR2"10 M 05 E14 E13 Ell 109 ANRI 110 P2 5X U7 M 05 E14 E13 Ell 109 LEGEND ezfc ■ cl 1 c [IDC Lumen Ambient Temperature (LAT) Multipliers Usa #cess scbr tc dat—,ra all lumenou[µ[foraw,g. a.Ment hmperaWm LOm B,B pi 0sr9 OC 77.. 10, AT EY 30T Projected LED Lumen Maintenance Date alas—the an" pobted perform--pole[[.-'..CPC ssr4anR Naaadon ". Muo cf LE B rain, �tN parIESNA IM.W.W aad pc,rW pa IESNA T Ad .11) Icakubte LLF rw tM lumen in ranarce hoar that case ris m tra bind issi of o peatir9 f... bebvn Fotolherha— malnhr.rce al ...tact fid, Opaaoy Pours I LMa— TWPILFD To seecomplete photometricre rtgdownlcad.ies fJesforthis project. visit Ne Lithonia Lighvng TRI LED homepage. Tested in x<ONancewith IESN/�LM-)9aho W-80 s[andaNs 'NRI LED F2ccK M-nting hnlght-20' '. VGMONl COMMERCWLOUTWOR One Litr is Way • Conyers,Gwr is 3J012 • Phone: WunnW73)8 • wv...Ilthi cam T R1 LED uGy%%NG 0 201 32019 Acuily Brands Lighting, Inc. All rii raverved. Ray. QW1/19 &12/2020 TWRl LED P2 40K MVOLT DDBTXD M2 OUTDOOR PHOTOMETRIC REPORT QMcuityBrands. CATALOG: TWRI LED P2 40K MVOLT DDBTXD M2 TEST A TEST LAB: SCALED PHOTOMETRY L SCALEPSZ2FPHOTOMETRY TEST DATE: 11/4/2016 CATALOG: TWRl LED PZ 90K MVOLT DDBTXD M2 DESCRIPTION: SML-106-L1-A-30W-4K �1 uTHON/A F/GHT/NG SERIES: CONTRACTOR SELECT TWR LED WALL PACK LAMP OUTPUT: 1 LAMP, RATED LUMENS/LAMP: 3448.8 INPUT WATTAGE: 28.2 LUMINOUS OPENING: POINT MAX CD: 1,851.8 AT HORIZONTAL: 90-, VERTICAL: 46° CUTOFF CLASS: NONCUTOFF ROADWAY CUSS: SHORT, TYPE IV EFFICIENCY: 100.1% Polar Candela Distribution Isofootcandle Plot 1,900 180° 1700 Iwo Iwo 140° 5 4 3 2 l 0 l 2 3 4 1,563 130° 4 1,26] 120- 950 3 633 110° 317 — 100° 0.00 s0° 1 3V 80° 0 633 ]Oe 1 950 6U° 1126] — 2 1,583 50° O O 3 1,900 VA: 00 100 200 300 400 ■-0°H 4 ■ -90-H 5 0 2 fc i ■loft 00.5 fc 05fc 0.1 fc ■W%Max Cd Distance in units of mount height (20ft) --- Max Cd VISUAL PHOTOMETRIC TOOL 1.2.46 COPYRIGHT 2020, 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 ACOURACY 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 MANUFACIURER. THIS REPORT IS PROVIDED WITHOUT WARRANTY AS TO ACCURACY, COMPLETENESS, REUABILTTY OR OTHERWISE. IN NO EVENT WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF THIS REPORT. PSZ2FI61026001-10PI PUBLISH u VISUAL PHOTOMETRICTOOL PAGE 1 OF 4 www.visual-3d.comRools/PhoWme icViewer/ddaultmpx?id=252239 1/4 W1=20 TWR1 LED P2 40K MVOLT DDBTXD M2 OUTDOOR PHOTOMETRIC REPORT CATALOG: TWRI LED P2 40K MVOLT DDBTXD M2 ZONAL LUMEN SUMMARY ZONE LUMENS%LAMP %LUMINAIRE 0-30 470.4 13.6% 13.6% 0-40 805.8 23.4% 23.3% 0-60 1,800.0 52.2% 52.2% 60-90 1,238.1 35.9% 35.9% 70-100 980,9 28.4% 28.4% 90-120 317.8 9.2% 9.2% OAO 3,038.1 88.1% 88%- 90-180 413.0 12% 12% 0-180 3,451.1 100.1% 100% CUTOFF CLASSIFICATION: 64.2 NONCUTOFF DISTRIBUTION: TYPE IV, SHORT MAX CD, 90 DEG VERT: 10-20 859.2 MAX CD, 80 TO <90 DEG: 100-110 1,176.7 2% LUMENS % LAMP DOWNWARD STREET SIDE: 1,523.8 44.2% DOWNWARD HOUSE SIDE: 1,514.4 43.9% DOWNWARD TOTAL: 3,038.2 88.1% UPWARD STREET SIDE: 204.1 5.9% UPWARD HOUSE SIDE: 208.8 6.1% UPWARD TOTAL: 412.9 12% TOTAL LUMENS: 3,451.1 U PSZ2FI61026001-IOPI VISUAL PHOTOMETRIC TOOL 100.1% �McuitVBrands. LUMENS PER ZONE ZONE LUMENS %TOTAL ZONE LUMENS%TOTAL 0-10 64.2 1.9% 90-100 205.2 5.9% 10-20 169.0 4.9% 100-110 69.1 2% 20-30 237.2 6.9% 110-120 43.5 1.3% 30-40 335.4 9.7% 120-130 34.6 1% 40-50 476.0 13.8% 130-140 27.0 0.8% 50-60 518.3 15.0% 140-150 21.0 0.6% 60-70 4623 13.4% 150-160 10.2 0.3% 70-80 438.7 12.7% 160-170 2.2 0.1% 80-90 337.1 9.8% 170-180 0.2 0% LCS TABLE BUG RATING Bl -U3 -G2 FORWARD LIGHT LUMENS LUMENS% LOW(0-30): 236.9 6.9% MEDIUM(30-60): 671.3 19.5% HIGH(60-80): 447.6 13% VERY HIGH(80-90): 168.0 4.9% BACK LIGHT LOW(0-30): 233.5 6.8% MEDIUM(30-60): 658.6 19.1% HIGH(60-80): 453.3 13.1% VERY HIGH(80-90): 169.0 4.9% UPLIGHT LOW(90-100): 205.1 5.9% HIGH(100-180): 207.8 6% TRAPPED LIGHT•. 0,000 0% PUBLISH PAGE 2 OF 4 www.visual-3d.comRools/Phobme icVie r/ddaultmpx?id=252239 2/4 W1=20 TWRl LED P2 40K MVOLT DDBTXD M2 OUTDOOR PHOTOMETRIC REPORT 4Wcuityerands. CATALOG: TWRI LED P2 40K MVOLT DDBTXD M2 LUS Graph 0b UH 100 -IOP 2W.8h UL 90-1000 2115.1 In, 5.9% FNH 80-90 1691. 4.9% BH 60-80' 45331n 13.19 Back Light Scale = Max LCS % i) Trapped Light: Olm, 0% U PSZ2FI61026001-IOPI VISUAL PHOTOMETRIC TOOL elle 1m lle.v Im 6.8% 6.9% UL 90 -NO - 205.1 In, 0-1000205.11m 5.9% FVH 90-90- 168 In, 0-90^1681m 4.9% FH 60-00- 47.b lm 0^4V1.61m 13% rward Light PUBLISH PAGE 3 OF 4 www.visual-3d.comRools/Phobme icViewer/ddaultmpx?id=252239 3/4 W1=20 TWR1 LED P2 40K MVOLT DDBTXD M2 OUTDOOR PHOTOMETRIC REPORT ,-McuitVBrands. CATALOG: TWRI LED P2 40K MVOLT DDBTXD M2 CANDELA TABLE -TYPE C U PSZ2FI61026001-IOPI VISUAL PHOTOMETRIC TOOL PUBLISH PAGE 4 OF 4 www.visual-3d.comRools/Phobme icVie r/ddaultmpx?id=252239 4/4 0 22.5 45 67.5 90 112.5 135 157.5 180 202.5 225 247.5 270 292.5 315 337.5 360 0 695 695 695 695 695 695 695 695 695 695 695 695 695 695 695 695 695 5 698 669 840 826 817 808 813 652 671 581 544 645 656 652 593 552 698 10 693 790 838 878 862 864 851 815 679 586 498 350 334 348 461 628 693 15 637 745 827 864 846 836 868 750 650 578 324 272 271 280 319 531 637 20 573 753 817 922 861 920 833 672 525 369 260 219 225 228 264 362 573 25 491 697 812 919 858 929 811 558 472 320 218 189 179 177 222 319 491 30 426 648 781 907 932 941 674 568 526 296 192 185 256 225 177 282 426 35 412 608 766 1132 1314 1182 58B 602 479 265 164 261 183 230 159 252 412 Q 390 584 835 1438 1387 1362 664 570 400 227 160 153 143 155 178 222 390 45 315 542 1212 1636 1847 1398 1016 56813661 19BI 193 107 110 152 194 189 315 5012421 521 1344 1578 1674 1409 1311 5841 3101 174 173 78 77 100 136 182 242 55 200 603 1560 1319 1284 1179 1834 6681 2331 162 109 58 70 59 123 184 200 60 210 718 11261 943 1068 917 1221 822 194 159 78 43 42 51 90 140 210 65 212 903 785 1010 1170 1025 830 903 201 134 60 18 9 21 64 113 212 70 164 967 745 1015 1156 1066 860 750 229 109 37 1 0 1 30 98 164 75 132 770 719 1039 1165 1103 834 515 170 85 25 1 1 1 18 80 132 80 103 502 639 1028 1177 1134 680 402 119 72 19 1 1 1 15 63 103 85 77 385 5061 919 1050 964 531 304 87 57 17 1 1 1 13 51 77 90 57 241 412 774 859 740 449 237 65 46 15 1 1 1 11 44 57 95 50 151 331 551 662 600 369 174 53 38 14 1 1 1 30 37 50 100 30 27 228 395 483 434 246 33 26 18 11 1 1 1 9 20 30 105 25 76 44 134 193 120 70 72 24 29 3 1 2 1 3 24 25 110 40 72 70 66 58 81 81 73 40 27 7 2 2 2 4 28 40 115 39 67 59 102 123 107 63 66 39 23 6 2 2 2 4 23 39 120 35 41 69 98 106 97 68 45 36 19 5 2 2 2 4 19 35 125 31 35 99 86 97 84 71 39 30 16 4 1 2 1 3 15 31 130 15 67 77 86 89 81 64 57 17 13 3 1 1 1 2 12 15 135 11 55 69 90 93 85 66 61 30 4 2 1 1 1 1 4 11 140 7 17 111 93 96 93 80 27 7 4 1 1 11 11 11 21 7 145 4 2 79 146 142 120 61 2 4 4 1 1 11 11 11 21 4 150 1 33 52 92 102 78 50 29 1 0 1 1 1 1 1 1 1 155 1 21 66 70 70 82 50 20 1 1 1 1 1 1 1 1 1 160 1 6 30 65 74 54 2 16 1 1 1 1 1 1 1 1 1 165 1 3 33 13 1 30 11 7 1 1 1 1 1 1 1 1 1 170 1 1 30 21 24 16 3 1 1 1 1 1 1 0 0 1 1 175 1 1 1 3 3 1 1 1 1 1 1 1 1 1 1 1 1 180 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U PSZ2FI61026001-IOPI VISUAL PHOTOMETRIC TOOL PUBLISH PAGE 4 OF 4 www.visual-3d.comRools/Phobme icVie r/ddaultmpx?id=252239 4/4 Stainless Steel Tool-Less Access Max Weight = 73 IM (33 kg) to Electrical Housing (TL) Max EPA= 3.8 ft• (0.35 m-) UL Lisled Wet Location O Die Cast Aluminum Housing and Door Adjustable Knuckle Fitter with Wireway `V 0-$ 1-4[838mm]-oil[25gmm]Fro 25.1 10.2 � Uca 18.5 U [470mm] N G (d 27 27m.9[709 mlNnrr• w C 5�a KNUCKLE MOUNT cpe Customer Preferred: (Most Frequently OMered Catalog Numbers)3 PLLEDs 5K 10A As 551 KCP PLLED 9 4K 1 DA AS 65 1 K HP TL PLLED of LEO'S Color Tem mture glue Carted Vd e 7=7 r oar me 7=7 Modules OA=1050 mA Ddver AS =Aulo,smaing B=B Modules 4K=4 WOK CCT Vobage(120 thou 277) �s i km$l =k$ Module 5K=5,OOOK CCT sense Pz $•1 Voltage (347 Mm 4480) P $444 Pol¢¢WHIN `=�¢•38m�g p444 P Seem Clem Moudl UL Cele o Cobr 44= 44(pdsmatc glees) 11=Tenon Slipfifter KnBP= Black Superdurzble C 45= 4x5 (prismatic glass) 3= Yoke Stainless Steel 2G = anI with Epoxy Primer GP=Grey Superdureble p5@��e•�3a� a§§§$ 4= Yoke Galvanized 2G ~ 85=8x5 erratic lass S= Yoke Stainless Steel 3G withE loans, $'g•a $ 88= Bx8(Osmatic HP= Graphite 5uperdumble �•b. W 8' &&&$ glass) B= Yoke GaNanizsd 3G Cwith Epoxy Primer LL WP = White Sulxarcurable = with Epoxy Primer 13 ZP = Bonze SupeMurable = with Epoxy Primer W '13 O W O d H J J al Cartl Le O bn COMT f�J 04=4ftCo ih 12= oM Length BGage, 3 uclor See Shest2 See Sheet, # W = 5 ft COM Len - 15 ft Cord! Length 43 = 1 Conductor W = 8 ft Cord Le 0 ft COM Length 23- e, ductor w u] ui # W=8ft angth 25=25 Length K O O. 10= COM Length W=30ftCo O O 4 1 of 3 Options and Accessories Accessories; DM = 0-10V Dimmable Driver PLLED FV -BP = Full Visor, Black F1=Single Fusing PLLED FV -GP =Full Visor, Gray F2 = Double Fusing PLLED FV -HP = Full Visor, Graphite ® �) NL=NEMA Label PLLED FV -WP= Full Visor, White PCL1 = DLL Photacontrol 120-277V PLLED FV-ZP = Full Visor, Bronze O PCL3 = DLL Photocontrol S47V PLLED UBV-BP = Upper/Bottom Visor, Bleck PCI -4 = DLL Photocormol 480V PLLED UBV-GP = Upper/Bottom Visor, Gray PCSS = DSS Photocontrol 120-277V PLLED UBV-HP = Upper/Bottom Visor, Graphite P3= Std &Pin Photocontrol Receptacle PLLED UBV-WP= UppedBottom Visor, White P5 = SPIn Photoco,mml Receptacle PLLED UBV-ZP = Upper/Bottom Visor, Bmnze ^' P7=7 -Pin Photocordrol Receptacle PLLED VG Vandal Gaard zTL-Tool-lean - PLLED WG Wine, Guard EMry with Latches 08657 -BP= Yoke W 2.375' OD Tenon Adaptor, Black a a 08857 -GP =Yoke 02.375' OD Tenon Adaptor, Gray 08657 -HP = Yoke W 2.375' OD Tenon Adaptor, Graphite 08657 -WP =Yoke to 2.375" OD Tenon Adaptor, White 08657-ZP = Yoke to 2.375' OD Tenon Adaptor, Bronze 08775 -BP = Yoke to 2.375' OD Tenon Adaptor w/ Photccomml Receptacle, Black U 08775 -GP = Yoke to 2.375' OD Terson Adaptor w/ PhotocoMml Receptacle, Gray 08775 -HP = Yoke W 2.375' OD Tenon Adaptor w/ Phokrcontrol Receptacle, Graphite w U 08775-WP=Yoke to 2.375" OD Tenon Adaptor w/ Photocontrol Receptacle, White N D. 08775-ZP =Yoke to 2.375' OD Tenon Adaptor w/ Photocontrol Receptacle, Bronze Notes: (0 w 1. Only available with SS Yoke (3). C 2. Not available with Marine (L). 3. Not available with tenon slipfitter mounting option. q 5a ° 8.4 g [762mm] Coat Entry 22.5 4Q O [571.5mm] 13.3 [337.8mm] rom�mn ---- Mounting Yoke with (2)ce =aRPii @ 29.0 10.6 ClearanHoles for 3/ 8" [737mm] " eL¢tlpe� F yggs 269mm Dia. Bolts, 2.0 [51mm]Apart 3G YOKE MOUNT a sgYt.�e� ill 26.4 I2Qt 82mm] Cord Enby 20.3 8.7 [S15mm] T [475mm] m 0 W 5 [292mm] maoaorrepn o � N j t0.fi Mounting efo (2) c J Clearance Holes.0"[51 r 3/8" [269mm] Z. K W Solis, 2.0" [51mm]Apert o Q 2G YOKE MOUNT rc 3 0 0 0 0 2of3 Performance Specification Optical Performance of the PLLED is to replace 750 -1000 watt HID product. The optical system utilizes state of the art chip on board technology with 3000K, 4000K and 5000K color temperature choices with a 70 CRI minimum color temperature. The luminaire uses a highly specular internal reflector designed for superior field to beam ratios, uniformity and spacing. NEMA beam pattern choices of 4X4, 4X5, 5X5, 6X5, and 6X6 are available. Optional /1 shielding is available to control uplight and light trespass. The optical enclosure is a borosilicale prismatic glass lens. f y W 0 Electrical Long Life: LED light engines are rated > 100,000 hours at 25C, L70. Electronic driver has a rated life of 100,000 CZ hour at a 25C ambient. V `++`! Surge protection device provides ANSI cl36.2 (10kV/5kA) Level of protection. Mechanical Rugged low copper A360 alloy die cast aluminum housing has integral heat sink fins to optimize thermal i-1 management through conductive and convection cooling. The die cast aluminum housings are painted with a a a super durable polyester paint finish over an epoxy primer pretreat yields a finish that achieves a scribe creepage of 8 after 5,000 hours exposure to salt spray providing dumbility and corrosion resistance. The luminalre is available in either knuckle mount or yoke mount. The knuckle mount is adjustable and is designed to fit 2.375 Inch to 2.875 Inch tenons. The yoke mount Is available in either galvanized steel or stainless steel. The luminaire comes standard prewired eliminating the lineman from opening the unit during installation. The knuckle U l6 version is pre -wired to the wiring chamber at the filter. The yoke mount has provision fora pre -wired corddrop to 'U specified length in the ordering information. U) D. The luminaire comes standard with the door frame bolted to the housing. Optional tool less stainless steel latches to are available to allow easy access to LED drivers, surge protection, and optional terminal block. The optical enclosure is sealed and gasketed to an IP66 rating. C Controls The NEMA three pin, five pin 8 seven pin locking -style photocontrol receptacles are available. ® q > Dimming version uses proprietary Acuity Brands components to enable continuous 0-10V dimming down to 10% gg 5'oa output via the ROAM smart controls system. (sold separately) Photocontrol for solid state lighting meets ANSI C136.10 criteria a Warranty 8 Standards Suitable for ambient temperatures 40C to 35C. z UL 1598 A wet location, UL 1598A Marine Outside Type(Sall Water) 99 DesignLights Consortium@ (DLC) qualified product. Not all versions of this product may be DLC qualified. g e` Please check the DLC Qualified Products List at www.designlights.org/QPL to confine which versions are qualified. qq aH Operating Characteristics MTTMM 44 32822 102 34,'109 113 ml6 113 g �i OHM, BLed� Y %® 45 32905 102 34,637 113 30632 113 p 2104 65 302 3599D 112 37,884 123 37,884 123 0.89 0.81 O.m5¢�b `s £8d: 65 35,930 112 32,%4 123 32,%4 123 �1gSRt 66 35,931 112 32,822 123 32,822 123 333333y'�peeggg4gygygy� H 32,222 102 39,181 112 39,181 112 9SyLFmL 3�e8bT®€ T 45 32,254 102 39,215 112 39,215 112 65 40246 112 42,850 123 42890 123 8104 349 0.89 0.81 ow O 65 40246 112 42,850 123 62890 123 F:S� HMO j, 66 40629 112 42820 123 42820 123 44 44,296 115 42,154 121 42,154 121 45 45502 116 42,2 122 42,2 122 9104 65 391 45502 116 42,892 122 42,892 122 0.89 0.81 O.a0 65 45 502 116 42 �2 122 42 �2 122 65 4586 116 1 47,817 1 47,817 122 A w WARRANTY a Limited warranty located at a www.acufybmnds.com/CustomerResmu s?erms and conditions.aspx K NOTE Specifications subject to change without notice. X Actual performance may differ as a result of end-user environment and application. w ui W Actual wattage may differ by +/- 8% when operating at nominal input voltage +/-10%. rc r go O 0 3of3 31122020 FILLED 9 4K 10A 65 FLOOD PHOTOMETRIC REPORT CATALOG: PLLED 9 4K ION 65 TEST k: 307232P43 TEST LAB: SCALED PHOTOMETRY TEST NOTES: SCALED FROM ABSOLUTE TEST: 107232 CATALOG: PULED 94K ION 65 DESCRIPTION: PREDATOR LARGE LED WITH 9 COBS, 4000K COLOR TEMPERATURE, 1050MA DRIVE CURRENT, 6X5 DISTRIBUTION SERIES: PULED LAMP OUTPUT: TOTAL LUMINAIRE LUMENS: 47897.4, ABSOLUTE PHOTOMETRY INPUT WATTAGE: 391 LUMINOUS OPENING: RECTANGLE W/LUMINOUS SIDES (L: 12.96", W: 9.6", H: 0.9") NEMA TYPE: 6 X 5 MAX CD: 33,424.6 AT HORIZONTAL: -27.5-, VERTICAL: 17.5- 34,000 30222 26,444 22,667 18,089 15,111 11,333 7,556 3,778 -700 -500 -300 -100 100 300 500 700 900 ■ -Vertical Axis - Max Cd: -27.5° V ■ - Horizontal Axis Max Cd: 17.5° H I.Candela Plot -800 -600 -900 -200 00 200 400 600 800 80° 60° *TEST BASED ON ABSOLUTE PHOTOMETRY WHERE LAMP LUMENS=LUMENS TOTAL. *CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED FOR ABSOLUTE PHOTOMETRY. VISUAL PHOTOMETRIC TODL 1.2.46 COPYRIGHT 2020, ACUITY BRANDS LIGHTING. THIS PHOTOMETRIC REPORT HAS BEEN GENERATED USING METHODS RECOMMENDED BY THE IMA. 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 MANUFACIURER. THIS REPORT IS PROVIDED WITHOUT WARRANTY AS TO ACCURACY, COMPLETENESS, REUABILTTY OR OTHERWISE. IN NO EVENT WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF THIS REPORT. 107232P43 PUBLISH u VISUAL PHOTOMETRICTOOL PAGE 1 OF 3 www.visual-3d.comRools/PhoWme icVie rOeftultmpx?I D=128216 1/3 0° -200 O -q0o -60° aB° I ■ Cd: 30,082, 90% Cd: 13,370, 40 .. Cd: 25,068, 75% ■ Cd: 10,027,30% Cd: 20,055, 60% ■ Cd: 6,685, 20 ■ Cd: 16,712, 50% ■ Cd: 3,342, 10 ---- Paint of Max Cd: 33,424.6 *TEST BASED ON ABSOLUTE PHOTOMETRY WHERE LAMP LUMENS=LUMENS TOTAL. *CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED FOR ABSOLUTE PHOTOMETRY. VISUAL PHOTOMETRIC TODL 1.2.46 COPYRIGHT 2020, ACUITY BRANDS LIGHTING. THIS PHOTOMETRIC REPORT HAS BEEN GENERATED USING METHODS RECOMMENDED BY THE IMA. 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 MANUFACIURER. THIS REPORT IS PROVIDED WITHOUT WARRANTY AS TO ACCURACY, COMPLETENESS, REUABILTTY OR OTHERWISE. IN NO EVENT WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF THIS REPORT. 107232P43 PUBLISH u VISUAL PHOTOMETRICTOOL PAGE 1 OF 3 www.visual-3d.comRools/PhoWme icVie rOeftultmpx?I D=128216 1/3 3/122020 FLOOD PHOTOMETRIC REPORT CATALOG: P -LED 9 4K 10A 65 ZONAL LUMEN SUMMARY ZONE LUMENS % LUMINAIRE 0-30 20,569.7 42.9% 0-40 34,723.7 72.5% 0-60 46,715.1 97.5% 60-90 1,191.0 2.5% 0-90 47,906.2 100% PLLED 9 4K 10A 65 �McuitVBrands. LUMENS PER ZONE ZONE LUMENS %TOTAL 0-10 1,847.8 3.9% 10-20 6,482.1 13.5% 20-30 12,239.8 25.5% 30'40 14,154.0 29.5% 40-50 8,612.7 18.0% 50'60 3,378.7 7.1% 60-70 800.7 1.7% 70-80 288.1 0.6% 80'90 102.3 0.2% FLOOD SUMMARY EFFICIENCY LUMENS HORIZONTAL SPREAD VERTICAL SPREAD FIELD (10%): BEAM (50%): 95.5% 74,2% 45,759.7 35,558.1 112.2 81.7 94.6 68.8 TOTAL: 100% 47,897.4 t'I 107232P43 u VISUAL PHOTOMETRIC T00L PUBLISH PAGE 2 OF 3 www.visual-3d.comRools/Phobme icVie rOeftultmpx?ID=128216 2/3 3/122020 PLLED 9 4K 10A 65 FLOOD PHOTOMETRIC REPORT CATALOG: PALED 9 4K 10A 65 CANDELA TABLE -TYPEB �McuityBrands. IU107232P43 VISUAL PHOTOMETRIC TOOL PUBLISH PAGE 3 OF 3 www.visual-3d.comRools/Phobme icVie rOeftultmpx?ID=128216 3/3 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 30 20 30 1 40 50 60 70 80 90 90 391 451 491 491 491 49 43 40 37 35 37 40 431 49 49 49 49 45 49 80 391 561 731 921 1241 140 150 147 144 141 144 147 150 140 124 92 73 56 49 70 391 691 1081 1611 2511 308 326 340 334 320 334 340 326 308 251 161 108 69 49 60 391 811 1501 2581 5101 631 648 729 634 598 634 729 648 631 510 258 150 81 49 50 391 971 1991 380111211 1717 1954 2311 2043 1977 2043 2311 1954 1717 1121 380 199 97 49 40 391 109 249 522126831 5457 8345 8993 8866 8270 8866 8993 8345 5457 2683 522 249 109 49 30 391 124 291 836156001 12596 21300 22576 23740 24641 23740 22576 21300 12596 5600 836 291 124 49 20 391 135 328 1147182841 17090 31799 29362 27796 27797 27796 29362 31799 17090 8284 1147 328 135 49 30 391 141 354 1431193161 15638 29666 24950 22504 22269 22504 24950 29666 15638 9316 1431 354 141 49 0 39 141 363 14651 92MI 13174 26215 19990 190581 18788 19058 19990 26215 13174 9284 146513631 1411 49 -30 391 141 350 1441194711 15676 29480 24489 218121 20468 21812 24489 29480 15676 9471 144113501 1411 49 -20 391 134 326 1147179121 16972 30375 29127 273201 27293 27320 29127 303751 16972 7912 1147 3261 1341 49 -30 39 1 5106 12397 20814 22550 23930 25786 23930 22550 20814 12397 5106 811 287 124 49 -40 39 9 2471 5368 8203 8924 9012 9559 9012 8924 8203 5368 2471 519 245 108 49 -50 399 1046 1774 1884 2184 1896 1936 1896 2184 1884 1774 1046 379 199 94 49 -60 391 A49 475 556 579 677 604 615 604 677 579 556 475 251 151 79 49 -70 3956 231 277 318 346 352 362 352 396 318 277 231 156 107 68 49 -80 391 115 130 144 150 154 156 154 150 144 130 115 91 75 56 49 AO 393 52 46 46 37 35 39 35 37 46 96 52 43 49 42 49 IU107232P43 VISUAL PHOTOMETRIC TOOL PUBLISH PAGE 3 OF 3 www.visual-3d.comRools/Phobme icVie rOeftultmpx?ID=128216 3/3 L49 i *<5.N 46<58 w<]0,* *<2.41 *:4.3>* *<33> w<99> 1.2 2.1 38 50 OB 9 3 B> <A.B>Wd08- 10>*<1213 IP <2Y 23 291- 0 7 0] 08 15 18>* 30 * 33 8.F ry8>"1 ¢I 24 m5 *<1]>*<I*<28>*Q.8> •1('d),km�<i60:*9.69i>wp<0> 8*(N9>**<<1 bI >4 12>*<*(26.0,3>**Q.4*> *<4< 1 1*9#'5<6.6 O 8>*<IB> * *13 .I>*<100 ><5*0<9< 491 1*34.41* <14 Q > *<42> 4> R29 i0, 16 89, 0 00 1 3.8>*<5.3<4.1 14 2> 4,3> *Q24> 4. *<b*<3.1> 7>:8