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HomeMy WebLinkAboutApplication APPLICANT 5/12/2023City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 SITE PLAN REVIEW — TYPE 2 SPRINGFIELD W ok Application Type ❑ Site Plan Review Completeness Check o Site Plan Review Submittal ❑ Final Site Plan Submittal Required Project Information (Applicant: Applicant Name:Terry Fitzpatrick Complete this Section) Phone: (541) 334-3350 Company: Harlow Urology Center LLC Email: terry@oregonurology.com Address: 2400 Hartman Lane Applicant's Rep: Nathan Patterson Phone: (541) 746-0637 Company: Branch Engineering Inc. Email:'nat4hanp@branchengineering.com Email: nathanp@branchengineering.com Address: 310 5th Street Property Owner: Harlow Urology Center LLC Email: Address: 2400 Hartman Lane ASSESSOR'S MAP NO: 17032233 TAX LOT NO(S):600 Property Address (if applicable): 2400 Hartman Lane Size of Property:2.17 0 5`q.r� Units Per Acre: Proposed Project Name: Oregon Urology Parking Expansion Proposal: Addition to existing parking lot Existing Use: Office building and parking, stormwater facility New Impervious Area (Sq. Ft.): 5,800 Required Project Information (City Intake Staff: Associated Applications: Complete This Section) Placard: Case No: Date: Reviewed By: Application Fee: $ Tech Fee: $ Notice Fee: $ TOTAL FEE: $ PROJECT NO: 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 inforrnation 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. Owner: Date: s'to, lz3 ignature Print Owner: Date: Signature Print Type 2 - Site Plan Review Application Process A. A Type 2 application involves the Director's interpretation and exercise of discretion when evaluating approval standards. Uses or development evaluated through this process are uses that are conditionally permitted or allowed after Director review that may require the imposition of conditions of approval to ensure compliance with development and approval standards. (SDC 5.1.415(A)). B. A Type 2 decision is made by the Director after public notice, but without a public hearing, unless appealed. AType 2 application is reviewed according to the procedures below, unless the Director determines that the application should be reviewed as a Type 3 decision. A Type 2 decision may be appealed according to SDC 5.1.600. (SDC 5.1.415(B)). C. When application materials are over 20 pages in length, an applicant must provide an identical electronic version and hard copy of the submitted materials. (SDC 5.1.215(B)(2)). 1. Site Plan Review Completeness Check Meeting • The purpose of the completeness check meeting is to determine whether the proposed development application is complete prior to acceptance of the application for processing by the City. A complete application is required for the review process. • The completeness check meeting will examine if the submittal standards of SDC 5.1.220 and 5.17.115 are met. • A completeness check meeting is required for all Type 2 and 3 land use applications. • Completeness Check Meetings are typically held within five to seven working days of application submittal. • The application must conform with Application Submittal Standards in SDC 5.1.220, the Site Plan Review Submittal Requirements found in the SDC 5.17.155, and the Checklist provided in this form below. 2. Applicant and the City Conduct the Completeness Check Meeting • The applicant, owner, and associated design team are strongly encouraged to attend the Completeness Check meeting, however it is not required. • 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 Case Planner provides the applicant with a Completeness Check Meeting Checklist specifying items required to make the application complete. • The applicant has 160 days to submit a complete Site Plan Review application to the city; a second Completeness Check meeting is required after the 160 days. 3. Applicant Submits a Complete Application • The application must conform with the Application Submittal Standards in SDC 5.1.220, the Site Plan Review Submittal Requirements found in the Springfield Development Code (SDC) 5.17.155, and the Checklist provided below. • An application will be reviewed for completeness in accordance with SDC 5.1.405. • A Type 2 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 12 calendar days to the Planning Commission or Hearings Official, as applicable. Type 2 - Site Plan Review Submittal Requirements Checklist Please Note: • All the following items MUST be submitted. • If you feel an item on the list below does not apply to your specific application, please state the reason why in the attached narrative. • When application or appeal materials are over 20 pages in length, an applicant must provide an identical electronic version and hard copy of the submitted materials. ❑ Site Plan Review Application Form ❑ Application Fee - Refer to the Development Code Fee Schedule for the appropriate fee calculation formula. ❑ An electronic copy of all application materials (USB drive or other) submitted at the time of application (if total submittal package is over 20 pages). ❑ Proof of ownership, e.g., deed or other recorded document ❑ Concurrent applications where a proposal involves more than one (1) application ❑ State or Federal Permit 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. ❑ Completed Attached Stormwater Scoping Sheet One (1) Hard Copy of the Following Plan Sets for Submittal: ❑ Application materials must be submitted as required below in addition to the requirements in SDC 5.1.220, Application Submittal Standards. Applications that do not include all the necessary information may be deemed incomplete in accordance with SDC 5.1.225, Acceptance of Application. 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 in 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. ❑ General Requirements. See SDC 5.17.115(A). ❑ Be prepared by a design professional, licensed in the state of Oregon, when required by state law, such as an engineer, architect, landscape architect, land surveyor, or other qualified professional as determined by the Director; ❑ Be drawn to scale with the scale indicated on the plans, and the scale sized appropriately for the area involved and sufficient to show detail of the plan related to the approval standards; ❑ Include a north arrow and date of preparation and/or revision; ❑ Provide the physical address of the subject property, if applicable, and the County assessor's tax map and lot number; ❑ Provide the names and addresses of all persons listed as owners on the most recently recorded deed; ❑ Provide the name, address, email address, and telephone number of any person that assisted in preparing the application materials or plans; and ❑ Show the size of the property and development area in acres or square feet. ❑ Existing Conditions Plan. (SDC 5.17.115(8)). The application must include an existing site conditions plan that shows, for the entire property and the surrounding property to a distance of 150 feet from the subject property boundaries: ❑ The property boundaries, dimensions, and gross area; ❑ Topographic contour lines at one -foot intervals for slopes equal to or less than ten percent and at two -foot intervals for slopes greater than ten percent; ❑ The location and width of all public and private streets, drives, sidewalks, pathways, rights-of-way, and easements; ❑ Potential natural hazard areas, including areas mapped by the City, County, or State as having a potential for geologic hazards; ❑ Soil types and water table information as mapped and specified in the Soils Survey of Lane County; ❑ Resource areas, including wetlands on the City's Local Wetlands Inventory, streams, surface mines, and wildlife habitat identified by the City or any natural resource regulatory agencies as requiring protection; ❑ The name, location, dimensions, direction of flow, and top of bank of all watercourses that are shown on the Water Quality Limited Watercourse Map and their riparian areas; ❑ 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; ❑ Features, including existing structures, pavement, large rock outcroppings, drainage ways, canals and ditches; ❑ The location, size and species of trees and other vegetation having a caliper (diameter) of six inches or greater at four feet above grade; and ❑ Locally or federally designated historic and cultural resources ❑ Proposed Site Plan. (SDC 5.17.115(C)). ❑ The proposed development site, including boundaries, dimensions, and gross area; ❑ Existing site features, including trees, identified on the site analysis map, if any, which are proposed to be retained, removed, or modified by the proposed development; ❑ The location and dimensions of all existing and proposed structures, utilities, pavement, and other improvements on the site and adjacent to the site for a distance of 150 feet; ❑ Setback dimensions for all existing and proposed buildings; ❑ Loading and service areas for waste disposal, loading, and delivery; and ❑ Outdoor recreation spaces, common areas, plazas, outdoor seating, street furniture, and similar improvements ❑ Utility and Improvement Plan. (SDC 5.17.115(D)). The application must include a utility and improvement plant that shows: ❑ The name and location of all existing and proposed public and private streets within or on the boundary of the proposed development site including the right-of-way and paving dimensions, and the ownership and maintenance status; ❑ Location of existing and required traffic control devices, fire hydrants, streetlights, power poles, transformers, neighborhood mailbox units, and similar public facilities; ❑ The location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails; ❑ The 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 communications connections including cable, internet, and television cable, etc.; ❑ The proposed connection points of the proposed utilities; and ❑ The location and size of existing and proposed easement and public dedications ❑ Landscape Plan. (SDC 5.17.115(E)). ❑ Existing and proposed building and pavement outlines; ❑ The location and dimensions of existing and proposed terraces, retaining walls, decks, patios, shelters, and play areas; ❑ Existing and proposed abutting street right-of-way landscaping; ❑ Screening as specified in SDC 4.4.110; ❑ Plantings, either existing or proposed, used in erosion control and stormwater treatment facilities; ❑ Details of a permanent irrigation system, unless specifically exempted as specified in SDC 4.4.100; ❑ Street trees as specified in SDC 4.2.140; ❑ A specifications list for all landscaping materials to be used; ❑ A planting schedule containing the location, size, and species of the existing and proposed plant materials (at time of planting); ❑ The anticipated size of all proposed plants at two years, or at maturity, whichever is first; and ❑ A description of planting methods as specified in SDC 4.4. 100 ❑ Access, Circulation, Parking, and Lighting Plan. (SDC 5.17.115(F)). ❑ The location, dimensions and number of typical, compact, and disabled parking spaces; including aisles, landscaped areas, wheel bumpers, directional signs and striping; ❑ The location and dimensions of all site circulation for vehicles, pedestrians, and bicycles including entrances and exits to the site, and loading and service areas; ❑ Access to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed driveways and driveways proposed to be closed; ❑ On-site lighting including the location, orientation, and maximum height of all proposed exterior light fixtures, both free standing and attached. ❑ For lighting, the type and extent of shielding, including cut-off angles and the type of illumination, the wattage, luminous area, and a photometric test report for each light source; ❑ The location, type, number, and dimensions of all bicycle parking spaces; ❑ The amount of gross floor area applicable to the parking requirement for the proposed use; ❑ The location of off-street loading areas; ❑ Existing and proposed transit facilities; ❑ A copy of a Right-of-way Approach Permit application, where the property has frontage on an Oregon Department of Transportation (ODOT) facility; and ❑ A Traffic Impact Study prepared by an Oregon Licensed Traffic Engineer when required by and as specified in SDC 4.2.105(A)(4). ❑ Grading, Paving, and Stormwater Management Plan. (SDC 5.17.115(G)). ❑ Stormwater management system for the entire development area; ❑ The roof drainage patterns and discharge locations; ❑ The 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 drainage ways to be retained; and ❑ The existing and proposed elevations, site grades, and contours ❑ Phased Development Plan. The application must include a Phased Development Plan if phasing is proposed. The plan must indicate any proposed phases for development, including the boundaries and sequencing of each phase as specified in SDC 5.17.115. Phasing must progress in a sequence that promotes street connectivity between the various phases and accommodates other required public improvements, including but not limited to, sanitary sewer, stormwater management, water, and electricity. The Approval Authority may require the applicant to enter into an agreement for phased developments, and may require bonding or other assurances for improvements, in accordance with SDC 5.15.135, Bonding and Assurances for Development. ❑ Narrative. The application must include a written letter, narrative, or report documenting how the proposal is in compliance with the applicable approval criteria contained in SDC 5.17.125, Site Plan Review Approval Standards. ❑ Deed Restrictions. The application must submit copies of all existing and proposed restrictions or covenants. ❑ Additional Information. The Director may require an applicant to submit additional information at the time of Site Plan Review application submittal. At the applicant's expense, additional studies, reports, or exhibits prepared by qualified professionals may be required to address specific site features or concerns to demonstrate compliance with approval standards. Additional information may include, but is not limited to the following items: Evidence that any required Federal or State permit has been applied for or approved; A Geotechnical Report prepared by an Oregon -licensed engineer, if the required Site Assessment specified in SDC 5.17.120 indicates the proposed development area has unstable soils and/or a high water table as specified in the Soils Survey of Lane County. ❑ Septic Systems. If the properties are not served by the City sewer system in accordance with SDC 4.3.105, the application must include documentation from the Department of Environmental Quality or its agent that indicates that the proposed development will be in compliance with all applicable requirements for sanitary septic systems when such systems exist on the properties affected by the development. 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 5.1.210: The following information may be submitted or may be required to be submitted for the applicant to demonstrate compliance with the applicable approval standards. ❑ Preliminary Title Report. A Copy of a Preliminary Title Report issued within the past 90 days documenting ownership and listing all encumbrances. ❑ Traffic Impact Study. A developer may be required to prepare a Traffic Impact Study (TIS) to identify potential traffic impacts from proposed development and needed mitigation measures. ❑ Multiple Unit Housing Standards. Materials to demonstrate compliance with SDC 4.7.360, Multiple Unit Housing Standards (if applicable). ❑ Riparian Area Protection Report. 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. ❑ Geotechnical Report. 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. ❑ Overlay District. Where the development area is within an overlay district, address the additional standards of the overlay district on plans and narratives. ❑ Additional Information. 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. ❑ Tree Felling Permit. If five or more qualifying trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19.100. ❑ Wetland Delineation. A wetland delineation approved by the Oregon Department of State Lands must be submitted concurrently where there is a wetland on the property. ❑ Federal or State Permits. 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. ❑ Land and Drainage Alteration Permit (LDAP). Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development in accordance with Springfield Municipal Code 6.416. 10 ❑ Discretionary Use or Variance. Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 must be provided. ❑ Annexation. An Annexation application must 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. 11 DEVELOPMENT AND PUBLIC WORKS SPRINGFIELD 225 FIFTH STREET OREGON SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www.spdrygfiald­or.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ----------- — (Area helm this b'neJUIed out by Applicant) -- — (Please return to Clayton MEachern @ City ofSprtngiiield Development and Public Works, Fan # 736-1021, Phone # 736-1036), enwd:cnae�lern@sprirtglleldor.gov Project Name: Applicant: Assessors Parcel #: Date: Land Use(s): Phone #: Project Size (Acres): Fax #: Approx. Impervious Area: Email: Project Description (Include a copy of Assessor's map): Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Proposed Stormwater Best Management Practices: (Area below this line /'died ord by the City andRetmned to the Aaaheand (At a nurumuan, all boxes checked by the City on the front and backoftius sheet shall be subnutted or on application to be coaWletefor subauttal, although other requirements nay, be ne essor . Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method) ❑ Small Site Study—(use Rational Method for calculations) ❑ Mid -Level Development Study— (use Unit Hydrograph Method for calculations) ❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations) Environmental Considerations: ❑ Wellhead Zone: ❑ Wedand/Riparian: ❑ Soil Type: Downstream Analysis: ❑ N/A ❑ Flow line for starting water surface elevation: ❑ Design HGL to use for starting water surface elevation: ❑ Manhole/Junction to take analysis to: ❑ Hillside Development: ❑ Floodway/Floodplain: ❑ Other Jurisdictions Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-or,gov, FAX., (541) 736-1021 COMPLETE STUDY ITEMS r Bmedupon the h for nation provided on tie front ofdds sheet, the follou>ing represents a ndudnnot of uvh w it merkdfor on application to be complete for subndttol with respect to drainage; however, this list should not be used in lieu ofde Sprinoeld Development Cork (SDC) or the City's Ergtreering DesignA3mma1. Connphance with these requirements does not constitute site appromol, Additional site specific Information may be required Note: Upon scoping sheet subndttal, ensure completedfornu has been signed in the spare provickd below: Interim Design Standards/Water Quality (EDSPM Chapter 3 Req'd N/A All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration media) for stommater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by vegetated methods. Where required, vegetative storscater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Storscater Management Manual. ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Stommater Management Manual (Sec2A.1). If a storscater treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with City of Springfield or Eugene's Stomorater Management Manual. ❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM. F7 7 All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment orweather resistant enclosure. r^ J Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. I ^ LI A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. F7M ❑ Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event. Private stomrwater easements shall be clearly depicted on plans when private stommatm flows from one property to The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review ofDownstream System(EDSPM Section 4.03A.0 r— F-1 A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). -I E] Elevations of the HGL and flow lines for both city and private systems where applicable. E ❑ Design of Storm Systems (EDSPM Section 4.04). ❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 90,000 lb load without failure of the pipe structure. ❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to Other/Miscethmeous F7 n Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. ❑ C Private stomrwater easements shall be clearly depicted on plans when private stommatm flows from one property to another. r— F-1 Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to thewebsite: htto:/Avww. deo.state.or.us/wo/uic/uic.htm for more information. JF7 Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. *Thisform shN1 be inchukd m nn Ntnchmen5 inside the frontcover, ofthe stormwnkr sbuty. * IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN' As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommwater study and plan set. Signature Date Form Version 5: June 2015 ranch ENGINEERING= May 1, 2023 PROJECT NARRATIVE 2400 Hartman Lane Oregon Urology Parking Lot Expansion Branch Engineering Inc. Project No. 22-216 This lot is a developed property in the General Office Zone. It is composed of a 2.18 -acre property (Tax Map 17-03-22-33 Tax Lot 600). The property abuts Hartman Lane to the east and lies between Harlow Road to the north, and Darlene Ave to the south The existing property consists of a medical office with 34,158 SF of floor area and 105 total parking spaces. A stormwater facility runs along the southern side of the site which overflows to the city system. An expansion to the parking lot is proposed on the southeast end of the site, replacing some of the existing storm facility. A total of 18 additional spaces are planned, as well as a new storm planter and additional stormwater storage. The storage under parking will be permitted through DEQ with a UIC permit and lies in the 99 -year time of travel zone according to the City of Springfield and Springfield Utility Board Wellhead Protection Areas map. This expansion does not exceed the maximum allowable parking spaces for the site according to SDC 4.6.125, and the stormwater overflow into the city system in the proposed design matches the existing conditions for a Springfield 25 -year storm event. In the proposed parking area, there are several different easements including Public Utility Easements along the south and east property lines and an easement to the Springfield Utility Board. These easements and others reduce the available area for tree planting. There is 1,763 SF of landscaping requiring 17 trees and 69 shrubs. The proposed landscaping plan shows 4 new trees and one existing with 76 shrubs, 11 grasses, and 30 ground cover. This provides more plants than required, but there is not enough space for the required trees. EOG ENE -SPRIG FIELD 310 5th Street, Springfield, OR 97477 1 p- 541.746.0637 1 w .branchengineenng.mm )�OROWUNDST. T ((G6)eee3666 architectural Gni FIND 9l]i8 Fm(6z6)e 716 arealighting �mLne 36 LED Upgrade Kit Installation Guide Fixture: MITRE M2 QWARNING: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. MAINTENANCE: A regularly scheduled maintenance program should be established to retain optimum light output and reduce heal relenton. Dusting with a soft clean, dry cloth is normally sufficient for the opfics. CAUTION: All wiring must be done by a qualified electrician. KEEP THIS SHEET FOR FUTURE REFERENCE. PAGE 1 a ®_ w1666z6 GEv.A ARCHITECTURAL AREA LIGHTING DESCRIPTION TABLE CON TENTS AAL REFERENCE # QUANTITY DETAIL 1O ASSY-WIRE 6IN W -TERMINAL 93049570 -1W -T 1 O 832 GROUND SCREW (DEROSA) A84409 1 O3 SCR 832 X 1/2 PHH PHMS SS A84023 1 TOOLS NEEDED: ® DRIVER ASSEMBLY (36 LED) 93046568 1 `_rc "� PHILLIPS HEAD SCREWDRIVER SMALL ADJUSTIBLE WRENCH O 1/4-20 X 1.25 BOLT A84047 2 © W IRE-14GA LEAD 12in GRND SF2 A74034-12 1 O7 LED ASSEMBLY (36 LED) 93088556-M2 1 PAGE 1 a ®_ w1666z6 GEv.A ARCHITECTURAL AREA LIGHTING '�OROWUNDST. T ct )eee3ees architectural Gni DOHNN91]i6 FBYIWe)see3„e arealighting �mLne 36 LED Upgrade Kit Installation Guide Fixture: MITRE M2 REMOVAL INSTRUCTIONS (FIXTURE PREPARATION) FIXTUR STEP 1: 1. TURN OFF POWER TO THE UNIT AND TAKE PROPER SAFETY PRECAUTIONS 2, REMOVE (2) SCREWSTO OPEN LENS FRAME LID. SET SCREWS A SIDE, THEY WILL RE USED. 3. RE MOVE LENS FRAME LID FROM FIXTURE AND DISCARD. IT WILL NOT BE RE USED. FIXTURE RAME LID 4 BALLAST ASSY TEP 1. REMOVE (2) SCREWS FROM BALLAST ASSEMBY. 2. DISCONNECT WIRE HARNESS FROM POWER SOURCE. 3. REMOVE BALLAST ASSEMBLY AND ALL COMPONENTS. o e � REFLECTOR ASSEMBLY STEP 2: 1. REMOVE REFLECTOR ASSEMBLY AND ALL RELATED HARDWARE FROM FIXTURE. 2. DISCONNECT WIRE HARNESS. HINGES (DO NOT REMOVE) STEP 4, 1. MAKE SURE EVERYTHING IS REMOVED FROM INSIDE OF FIXTURE. DO NOT REMOVE EXISTING HINGES. 2. MAKE SURE INSIDE OF FIXTURE IS CLEANED OF DEBRIT AND BUILDUP. PAGE. ®_ x+la REV.A ARCHITECTURAL AREA LIGHTING wu.ws 'r OROWIANDST. T ((G6)eee3ees architectural Gni OFINDUM Fm(626)e 716 arealighting �mLne 36 LED Upgrade Kit Installation Guide Fixture: MITRE M2 19A INSTALLATION INSTRUCTIONS ...............IREO DETAIL A STEP 5: 1. ATTACH PROVIDED GROUND (GREEN 121N) WIRE AS SHOWN USING PROVIDED (GREEN) 8 32 GROUND SCREW. 2. GROUND TO FIRST HOLE AS SHOWN AND RUN WIRE THIRD HOLE IN FIXTURE. FIXTURE 0 2X 1/4-20 BOLT, DRIVER ASSEMBLY DRIVER WIRE 2 WIRES FOR INCOMING POWER SCREW (DEROSA) (PLUG INTO LED DECK) STEP 6: 1. BOND GROUND WIRE 2 (GREEN 61N) ONTO MIDDLE HOLE IN BOSS USING PROVIDED 832 SCREW AND CONNECT THE TWO TERMINALS AS SHOWN. 2 RUN THE BLACK AND WHITE WIRES FROM THE DRIVER ASSEMBLY THRU THE HOLE IN THE FIXTURE FOR INCOMING POWER. 3. WITH BOTH DRIVERS FACING DOWN AS SHOWN, SET IN PLACE SO THAT THE 2 HOLES IN DRIVER ASSEMBLY BRACKET ALIGN WITH THE 2 HOLES IN BOSSES ON FIXTURE. 6. BEFORE ATTACHING, MAKE SURE THAT ALL WIRES ARE BUNDLED NEATLY AND 4PIN QUICK DISCONNECT IS EASILY ACCESSABLE. 5. ATTACH DRIVER ASSEMBLY TO FIXTURE WITH PROVIDED HARDWARE (2X 1G-20 BOLT). MOUNT ONTO EXISTING BOSSES IN FIXTURE AS SHOWN. PAGE W4 ®_ ealw REV.A ARCHITECTURAL AREA LIGHTING wu.ws 1] OROWUNDST. TmcB )� architectural OWOFIND 9l]i8 Fm(626)e 716 arealighting �mLne 36 LED Upgrade Kit Installation Guide Fixture: MITRE M2 DETAIL B STEP T: 1. PLACE TIR OPTIC ASSEMBLY ONTO HINGES OF FIXTURE. 2. PLUG 2 -PIN QUICK DISCONNECT FROM DRIVER ASSEMBLY IN 2 -PIN QUICK DISCONNECT ON THE TIR OPTIC ASSEMBLY. 3. AFTER ATTACHING, MAKE SURE THAT ALL WIRES ARE BUNDL NEATLY AND BOTH PIN QUICK DISCONNECTS ARE EASILY ACCESSABLE. STEP 8: 1. CLOSE DOOR AND REPLACE SCREWS REMOVED INSTEP 1. STEP 9: 1. TURN ON POWER. INSTALLATION COMPLETE. YO PAGE. ®_ x+lw REV.A ARCHITECTURAL AREA LIGHTING wu.ws arcnrig�wrel arealighting M22 -LK LED UPGRADE KIT FEATURES Reliable, uniform, glare Ree illumination Types 11, III, V. V and custom distributions 3000K, 4000K, 5000K CCT 0-10V dimming ready Integral surge suppression Upgrade Kits (X SPECIFICATIONS CONSTRUCTION • Nl lrterwlan0 ewerwl harrnxare are stamlesssteel • Lumlwlre Ithebaoreists prim Mestag,crann Menti regimenop ba polymer a tha sealer,peen dry poff,olyester and top wrier withi thermoset caper TGC polyester powtler cwt finish • Optical bezel finish matches the luminaire housing LEO/OPTICS • Molded silicone gasket ensures a weather-proof seal around each IntlMtlwl LED • Features re+olullonery Individual LED optical control based on high performance TIR optical designs HOUSING 4/23 1, nr,mi Hartman Lane TYPE: 50 I PROJECT: Oregon Urology EKG Int &Ranson cnTnl nrm M22-LK-D36L-420-4K7-5Q-WHS LED/OPTICS (CONTINUED) • House Side Shield is avallable on Standard and Clear Lens options except arty Type 5 distribution House Side Shield Is not available for any distribution using a Diffused Lens INSTALLATION Flxlumsmustbegmun dInac dancewith national, state and/or local electtcal cordes Failure to do so may result In serious personal Jury ELECTRICAL Lumlwlres hwe Integral surge prWe tion, UL recognized and Lave a surge current rating of 10,000 Amps using the Industry standard 8/20uSec wave and surge rating of 3]2J MITRE'" r� WLE Wi LED DEO ELECTRICAL (CONTINUED) Drivers are UL recognized with an Inrush current maximum of<200 Amps maximum at 230VAC • 100%4% dim ming range. Fixture will be wired for low voltage 0-10V tlim ming control • Driver and surge suppressor are mounted tom prewired tray with quick disconnects that may be Permit from the gear compartment CERTIFICATIONS • ETL listed under UL 1598 and CSA C222 No. 250D08 for at locations WARRANTY • 5yearwarrany lit iK D 136L 420 41<7 15a WHS liti Mine D 6ktiig Wum 3& 36IEU 380 2WnW,d(XQWmeiK SK] 50001 1 Typel HS -arra Sije BLS Black G105s UNPage Fi#ure 335 450ri MKrMOre 40 400)K]OCRI 3 Typer SM1'i Smooth kit U 6¢ting Up Cres ,BLT 3K] 3000K,]OCRI 3 Type 111 Black Matte Fi#ure 6W 475 aOWeiK ME timber-595nm 4W Wad Type IV tle Telurd 4]5 Mari M1<rMIXe DBS G1 Sark Bronze05s 50 Type V Son. Smoot C GOisae 5W TypeV Wqe DBT Mark Bronze 815 615mA, f300 rumors Matte Texwretl GrT Graphite Matte Tenured WS Light Grei all Smooth LET Light tarry Mate TMurod ESS Platinum Silver SF Single Pro,, MO 27oa UNV 124Z)N Gloss Smooth DF Double Fuse Q08, 240) WT Woo Green Matte Testmod WHS WM1M1,GIost Smooth WHIT White Mane Tetluretl tutee 1 iuek frknely ] Ibusesst, MEle 5a21bbleenywfib T{ i$ T3ane i4Wdlarrm bns CCa aStom COlOr 3 feirsuXfamrybrcu9om Celer-mE BMdnsDoEfns igrt ourrtlhtlrowrra. Pega1 M]Crrents moci wnnvtien Nvaeaaeee�naryµeuwEewrrnreaa,reeanaumaeryemve W_n�LKppe Pel /_ a"IIEONRI arealighting M22 -LK LED UPGRADE KIT 4/23 I 1 nre li Hartman lane TYPE: 50 I PROJECT: Oregon Un logy PKG Lot &pansion �nTm na«. M22-LK-D36L4204K1-5O-WHS DELIVERED LUMENS The table below shows the delivered lumens for the venous lumen outputs and beam distributions. Use this chart In connection with the lumen factor (LB capability to deliver arty output required. LED X Drive Current Lumen Package lams DWribution 3000K70CRI 4000K70CRI 50 OK70CRI 6 Lumen in Rhg 6 � Lumen Rahn g 6 � Lumen Rahng Mcmitcy None 1 4061 1 0 0 1262 4162 1 0 0 1293 43)0 1 0 0 135.3 2 3734 1 0 1 1160 3826 1 0 1 1189 4018 1 0 1 124.5 3 36M 1 0 1 114.2 3n5 1 0 1 117..5 3964 1 0 1 122.6 4W 3663 1 0 2 113.8 3753 1 0 2 116.6 3941 1 0 2 122.7 1 -FIS 2330 0 0 0 72.4 2387 0 0 0 74.2 2507 0 0 0 78.2 2 -HS 2017 0 0 0 62.7 2067 0 0 0 64.2 2170 0 0 0 672 3 -HS 1967 0 0 1 61.1 2016 0 0 1 62.6 219 0 0 1 66.1 4W+15 2047 0 0 1 63.6 2098 0 0 1 65.2 2203 0 0 1 68.6 50 3867 2 0 0 120.2 3963 2 0 0 1231 4161 2 0 0 1295 5W 3259 2 0 1 ME 3852 2 0 1 1197 4045 3 0 1 1258 260 4000 Clear 1 3479 1 0 0 108.1 3565 1 0 0 110.8 3744 1 0 0 1163 2 3199 1 0 1 99.4 3278 1 0 1 101.9 3442 1 0 1 1070 3 3156 1 0 1 98.1 3234 1 0 1 100.5 3396 1 0 1 105.7 4W 3138 1 0 1 975 3215 1 0 1 99.9 3376 1 0 1 104.9 1 -HS 1996 0 0 0 62.0 2045 0 0 0 63.6 2148 0 0 0 667 2+15 1728 0 0 0 53.7 m0 0 0 0 550 1859 0 0 0 578 3 -HS 1686 0 0 1 52.4 1727 0 0 1 53.7 1814 0 0 1 56.4 4W -HS 1754 0 0 1 54.5 1797 0 0 1 55.9 1887 0 0 1 58.6 50 3313 2 0 0 103.0 3395 2 0 0 105.5 3565 2 0 0 110.8 5W 3221 2 0 1 100.1 3300 2 0 1 1026 3465 2 0 1 1077 Diffused 3 2643 1 0 1 823 2708 1 0 1 84.4 2844 1 0 1 885 5W 2638 1 0 1 822 2704 1 0 1 84.2 2839 1 0 1 886 36 1 4948 1 0 0 119.9 5070 1 0 0 122.9 5324 1 0 0 129.1 2 4549 1 0 1 110.3 4661 1 0 1 113.0 4895 1 0 1 118.7 3 4488 1 0 1 108.8 4599 1 0 1 111.5 4829 1 0 2 1171 4W 4462 1 0 2 108.2 4572 1 0 2 110.8 4801 1 0 2 116.4 1 -HS 2838 0 0 0 68.8 2908 0 0 0 70.5 3054 0 0 0 74.0 None 2 -HS 2457 0 0 0 59.6 2517 0 0 0 61.0 2644 0 0 0 64.1 3+15 2397 0 0 1 58.1 2456 0 0 1 59.5 2579 0 0 1 62.5 4W -HS 2494 0 0 1 60.5 2556 0 0 1 62.0 2684 0 0 1 65.1 50 4T1 2 0 1 114.2 4827 2 0 1 1170 5069 2 0 1 122.9 5W 4580 3 0 1 11.0 4693 3 0 1 113.8 4928 3 0 1 19.5 325 Microcore Crossover Clear 1 4239 1 0 0 1028 4343 1 0 0 1053 4561 1 0 0 1106 2 3897 1 0 1 945 3993 1 0 1 96.8 4193 1 0 1 1017 3 3845 1 0 1 93.2 3940 1 0 1 95.5 4137 1 0 1 100.3 4W 3823 1 0 2 92.7 399 1 0 2 95.0 4113 1 0 2 99.7 1 -HS 2432 0 0 0 58.9 2492 0 0 0 60.4 2616 0 0 0 63.4 2+15 2105 0 0 0 51.0 2157 0 0 0 523 2265 0 0 0 54.9 3H5 2053 0 0 1 49.8 2104 0 0 1 51.0 2209 0 0 1 53.6 4W -HS 2137 0 0 1 51.8 2190 0 0 1 53.1 2299 0 0 1 55.7 50 4036 2 0 0 978 4136 2 0 0 100.3 4343 2 0 1 105.3 5W 3923 3 0 1 951 4020 3 0 1 975 4222 3 0 1 1023 Diffused 3 3185 1 0 1 17.2 3264 1 0 1 79.1 3427 1 0 1 83.1 5W 3250 1 0 1 78.8 3330 1 0 1 80.7 3497 1 0 1 84.8 Currents eurrentllghtlngaor l Pi ..mrnrove.u.uez,.menu,rxu.w�cn,enmex,ree.rcnwv,M�aunm ..L„�uuc-.P•�aa /_ arehllCebin)I arealighting M22 -LK LED UPGRADE KIT 4/23 I 1 nre li Hartman lane TYPE: 50 I PROJECT: Oregon Urology PKG Lot &pansion �nTm na«. M22-LK-D36L4204K1-5O-WHS DELIVERED LUMENS (CONTINUED) The table below shows the delivered lumens for the various lumen outputs and beam distribution. Use this chart In connection with the lumen factor (LB capability to deliver arty output required. LED X Drive Current Lumen Package lams DWribution 3000K70CRI 4000K70CRI 5000K70CRI 6 Lumen in Rhg 6 � Lumen Rahn g 6 � Lumen Rahng Mcmitcy None 1 6054 1 0 1 1220 6204 1 0 1 1250 6514 1 0 1 1313 2 5566 1 0 1 1122 5704 1 0 1 1150 5989 1 0 1 120.7 3 5492 1 0 2 1107 5627 1 0 2 113.4 5909 1 0 2 119.1 4W 5460 1 0 2 110.0 5595 1 0 2 112] 5875 1 0 2 118.4 1 -FIS 3473 0 0 0 70.0 3559 0 0 0 ]v 3]3] 0 0 0 753 2 -HS 3006 0 0 1 60.6 3081 0 0 1 62.1 3235 0 0 1 65.2 3 -HS 2933 0 0 1 59.1 3005 0 0 1 60.6 3156 0 0 1 63.6 4W -HS 3052 0 0 1 61.5 3127 0 0 1 63.0 3284 0 0 1 66.2 SQ 5]65 2 0 1 116.2 5907 2 0 1 1190 6203 2 0 1 1250 5W 5604 3 0 1 112.9 5742 3 0 1 115] 6030 3 0 1 121.5 420 6000 Clear 1 5187 1 0 0 104.6 5315 1 0 0 10]2 5581 1 0 0 112.5 2 4769 1 0 1 96.1 4887 1 0 1 98.5 5131 1 0 1 103.5 3 4705 1 0 1 94.9 4821 1 0 1 97.2 5062 1 0 1 102.1 4W 46T/ 1 0 2 94.3 4793 1 0 2 96b 5033 1 0 2 101.5 1 -HS 2975 0 0 0 60.0 3049 0 0 0 61.5 3202 0 0 0 64.5 2+15 2575 0 0 0 51.9 2639 0 0 0 53.2 2Tn 0 0 0 55.9 3HS 2513 0 0 1 507 2575 0 0 1 51.9 2]04 0 0 1 54.5 4W -H 2615 1 27 27 1 4. 2 1 1 7 50 4939 2 0 1 995 5061 2 0 1 102.0 5314 2 0 1 10]1 5W 4801 3 0 1 96.8 4919 3 0 1 99.2 5166 3 0 1 1041 Diffused 3 3897 1 0 1 786 3993 1 0 1 80.5 4193 1 0 1 84.5 5W 39T/ 2 0 1 80.2 4075 2 0 1 822 4279 2 0 1 863 36 1 6733 1 0 1 ME 6900 1 0 1 121.8 ]245 1 0 1 1278 2 6191 1 0 1 109.2 6344 1 0 2 111.9 6662 1 0 2 117.5 3 6108 1 0 2 1078 6259 1 0 2 110.4 65]2 1 0 2 116.0 4W 6072 1 0 2 1072 6222 1 0 2 109.8 6534 1 0 2 115.3 1 -HS 3863 0 0 0 68.2 3958 0 0 0 69.8 4156 0 0 0 73.3 None 2 -HS 3344 0 0 1 59.0 3426 0 0 1 60.5 3598 0 0 1 63.5 3+15 3262 0 0 1 57.6 3342 0 0 1 59.0 3510 0 0 1 61.9 4l 3394 0 0 1 59.9 3478 0 0 1 61.4 3652 0 0 1 64.5 50 6411 2 0 1 1131 6570 3 0 1 115.9 6899 3 0 1 1217 5W 6233 3 0 1 1100 6387 3 0 1 112] 6]06 3 0 1 1183 4]5 Microcore Crossover Clear 1 5769 1 0 0 101.8 5911 1 0 1 1043 620] 1 0 1 109.5 2 5304 1 0 1 93.6 5435 1 0 1 95.9 5]0] 1 0 1 100] 3 5233 1 0 2 92.3 5362 1 0 2 94.6 5630 1 0 2 99.4 4W 5202 1 0 2 91.8 5331 1 0 2 94.1 5598 1 0 2 98.8 1 -HS 3309 0 0 0 58.4 3391 0 0 0 59.8 3561 0 0 0 62.8 2+15 2864 0 0 0 50.5 2935 0 0 1 51.8 3082 0 0 1 54.4 3H5 2795 0 0 1 49.3 2864 0 0 1 50.5 3007 0 0 1 53.1 4W -HS 2908 0 0 1 513 2980 0 0 1 52.6 3129 0 0 1 55.2 50 5493 2 0 1 96.9 5628 2 0 1 993 5910 2 0 1 104.3 5W 5340 3 0 1 94.2 54T 3 0 1 96.5 5745 3 0 1 101.4 Diffused 3 4334 1 0 1 765 4441 1 0 1 784 4664 1 0 1 823 SW 4423 2 0 1 780 4532 2 0 1 800 4]59 2 0 1 84.0 Currents eurrentllghtlngaor l Pi ..mrnrove.u.uez,.menu,rxu.w�cn,enmex,ree.rcnwv,M�aunm ..L„�uuc-.P•�aa /_ a"IIEONRI arealighting M22 -LK LED UPGRADE KIT 4/23 I 1 nre li Hartman lane TYPE: 50 I PROJECT: Oregon Un logy PKG Lot &pansion �nTm na«. M22-LK-D36L4204K1-5O-WHS DELIVERED LUMENS (CONTINUED) The table below shows the delivered lumens for the various lumen outputs and beam distributions. Use this Chan In Connection with the lumen factor (LB Capability to deliver arty output required LED X Drive Current Lumen Package lams DWribuGOn 3000K70CRI 4000K70CRI 5000K70CRI Lumen Bug Rating C-MWn (LmM1 Bug Lumen Rating Lamm (LmM1 Lumen Bug Rating Mama (Lm/M None 1 M12 1 0 1 1183 8619 1 0 1 121.2 9051 1 0 1 1272 2 T734 1 0 2 1087 7925 1 0 2 1114 8322 1 0 2 1170 3 7630 1 0 2 1073 7819 1 0 2 1099 8210 1 0 2 115.4 4W 7586 1 0 2 106.6 TT73 1 0 3 1093 8162 1 0 3 114.8 t -HS 4826 0 0 0 678 4945 0 0 0 69.5 5192 0 0 0 73.0 2 -HS 4m 0 0 1 58.7 4280 0 0 1 60.2 4494 0 0 1 63.2 3+15 4075 0 0 1 573 4176 0 0 1 58.7 4385 0 0 1 616 4W -HS 4240 0 0 1 59.6 4345 0 0 1 61.1 4563 0 0 2 64.1 50 8009 3 0 1 1126 8207 3 0 1 115.4 8618 3 0 1 1212 5W M6 3 0 2 1095 7978 3 0 2 112.2 8378 3 0 2 1178 36 615 7500 Clear 1 7206 1 0 1 101.4 7384 1 0 1 103.9 7754 1 0 1 109.1 2 6626 1 0 2 93.2 6789 1 0 2 95.5 A29 1 0 2 100.3 3 6537 1 0 2 91.9 6698 1 0 2 94.2 7034 1 0 2 98.9 4W 6499 1 0 2 91.4 6659 1 0 2 93.7 6993 1 0 2 98.4 t -HS 4134 0 0 0 58.1 4236 0 0 0 59.6 4448 0 0 0 62.6 2 -HS 3578 0 0 1 503 3667 0 0 1 51.6 3850 0 0 1 54.2 3 -HS 3491 0 0 1 49.1 35T7 0 0 1 503 3756 0 0 1 52.8 4W -HS 3633 0 0 1 51.1 3723 0 0 1 52.4 3909 0 0 1 55.0 50 6862 3 0 1 96.5 7031 3 0 1 98.9 7383 3 0 1 103.8 5W 6670 3 0 1 93.8 6835 3 0 1 96.1 7M 3 0 2 100.9 Diffused 3 SW 5415 5525 1+- 2 0 0 1 1 76.2 Tn 5548 t 5662 2 0 0 t 1 780 796 5826 5945 2 2 0 0 1 1 819 836 Currents eurrentllghtlngaor l vpeam7 arealightiarcNg igMing M22 -LK LED UPGRADE KIT PHOTOMETRY M2 -36L-61531(7-1 LUMINAIRE DATA ZONAL LUMEN SUMMARY Up red "ide. ME 7652 �% Downwar� Udine See -7 ES Td Downward Ideal .US Sat, lip -Li Upward street side p Grid Sped Upward House Side ZONAL LUMEN SUMMARY M2 -36L -6153K7-2 LUMINAIRE DATA De red wrnen� Downward Street 51. 7652 �% Downwar� Udine See -7 1. Downward Ideal .US Sat, lip -Li Upward street side p Grid Sped Upward House Side 0 Upward Total Spa M2 -36L -6153K7-2 LUMINAIRE DATA ZONAL LUMEN SUMMARY De red wrnen� ME �3 �% Downward Hors. Sce 12. 1. Drawnward Ideal .US Sat, lip -Li Upward Sveet Sid' Grid Sped 15 � ZONAL LUMEN SUMMARY DATE: 4/23 (LOCATION: Hartman Lane T E: 50 PROJECT: Omgon Urology Pi Lot Expansion ,,,, nr a. M22 -1 -K -13-361- 420410'-50-w S ISOFOOT CANDLE PLOT 4 3 2 1 0 1 2 3 4 ISOFOOT CANDLE PLOT 4 3 2 1 0 1 2 3 M2 -36L -6154K7-3 LUMINAIRE DATA ISOFOOT CANDLE PLOT 15 MouMtrg HeIaM ❑tO FC ❑os ❑02 15 MOYMtrg HeIgM El FC p05 FC E102 FC Currentfb `""'" �N" e`°" °" w.` ..mrnrove.u.uez,.menu,rrru.w,i..mnm.®,ren.�m,um.,urnuum� wln�OC.P.4Aq Downward Street 51. �3 �% Downward Hors. Sce 12. 1. Drawnward Ideal 7925 1.1 Upward Sveet Sid' Upward House Side 0 Upward Tlal Spa DATE: 4/23 (LOCATION: Hartman Lane T E: 50 PROJECT: Omgon Urology Pi Lot Expansion ,,,, nr a. M22 -1 -K -13-361- 420410'-50-w S ISOFOOT CANDLE PLOT 4 3 2 1 0 1 2 3 4 ISOFOOT CANDLE PLOT 4 3 2 1 0 1 2 3 M2 -36L -6154K7-3 LUMINAIRE DATA ISOFOOT CANDLE PLOT 15 MouMtrg HeIaM ❑tO FC ❑os ❑02 15 MOYMtrg HeIgM El FC p05 FC E102 FC Currentfb `""'" �N" e`°" °" w.` ..mrnrove.u.uez,.menu,rrru.w,i..mnm.®,ren.�m,um.,urnuum� wln�OC.P.4Aq arcNnghting arealiMing M22 -LK LED UPGRADE KIT PHOTOMETRY M2 -36L -615404W LUMINAIRE DATA ZONAL LUMEN SUMMARY Lane. %Umlmlm Wafts "La Drawraward Horde Slde IESTyW 12% Dowravard Taper Z 1� Upward Raped Spe Grld Scale En ZONAL LUMEN SUMMARY M2 -36L-61541(7-50 LUMINAIRE DATA Lane. %Umlmlm Wafts "La Drawraward Horde Slde 927 12% Dowravard Taper Z 1� Upward Raped Spe Grld Scale En Upward Fia.e Sue 0 Upwardltal Taper FW 1� M2 -36L-61541(7-50 LUMINAIRE DATA ZONAL LUMEN SUMMARY Lane. %Umlmlm Wafts "La Dowravard Horde Slde .. 5. Dowravard Taper Z 1� Upward Raped Dee Grld Scale En ZONAL LUMEN SUMMARY M2 -36L -61541(7-5W LUMINAIRE DATA Lane. %Umlmlm Wafts "La Dowravard Horde Slde .. 5. Dowravard Taper Z 1� Upward Raped Dee Upward .a Sue 0 M2 -36L -61541(7-5W LUMINAIRE DATA ZONAL LUMEN SUMMARY Lane. %Umlmlm Wafts "La Dowravard Horde Slde .. 5. Dowravard Taper 797. 1� Upward Raped Dee Upward .a Sue ZONAL LUMEN SUMMARY DATE 4/23 (LOCATION: Hartman Lane TYPE 50 PROJECT: Oregon Urology PKG lot Expansion �nTm -- M22-LK-D36L-420-4K]-5O-WHS Ell MMEMMEMN ■■■■ ■ ■■N ■■■■■■■. 3 2 1 0 1 2 3 4 1 ' Moumlrg Helgm color ❑05 rc ❑0i r ISOFOOT CANDLE PLOT 4 15 MouMlrg Heard 3 oto ❑OS FC 2 ❑03 1 0 t 2 3 4 3 2 1 0 1 2 3 4 ISOFOOT CANDLE PLOT 4 3 2 1 0 1 2 3 4 15 Mourt1rg HeIgM ■lore ❑05r ❑0i r Currents curreo ntllghtlg4meal Feg602 Lane. %Umlmlm Dowravard Horde Slde .. 5. Dowravard Taper 797. 1� Upward Raped Dee Upward .a Sue 0 DATE 4/23 (LOCATION: Hartman Lane TYPE 50 PROJECT: Oregon Urology PKG lot Expansion �nTm -- M22-LK-D36L-420-4K]-5O-WHS Ell MMEMMEMN ■■■■ ■ ■■N ■■■■■■■. 3 2 1 0 1 2 3 4 1 ' Moumlrg Helgm color ❑05 rc ❑0i r ISOFOOT CANDLE PLOT 4 15 MouMlrg Heard 3 oto ❑OS FC 2 ❑03 1 0 t 2 3 4 3 2 1 0 1 2 3 4 ISOFOOT CANDLE PLOT 4 3 2 1 0 1 2 3 4 15 Mourt1rg HeIgM ■lore ❑05r ❑0i r Currents curreo ntllghtlg4meal Feg602 arcniie6wrel arealigMing M22 -LK LED UPGRADE KIT TM -30 DATA COLOR VECTOR GRAPHIC ar• ELECTRICAL DATA TEST SOURCE MBM TEST RESULTS CCT (K) 3947 CIE Re 72 D,ry 0.0004 Source Current out &O -10V 03831 y 0.3793 RE 68 Rg 99 DATE: 4/23 (LOCATION: Hartman lane TYPE 50 (PROJECT: Oregon Urology PKG Lot & pension �nTm na- M22-LK-D36L4204KI-5O-WHS 100% 60f6 3 n 60% i � ao9c 1096 056 SPECTRAL POWER DISTRIBUTION COMPARISON —Ten Sarre 360 430 490 530 590 630 680 730 780 Wavelength (nm) Electrical Dimming System System Current Waite Line Volta ¢ Am AC B Pe Min. FMYP(naCr Max THDO) Dimming Range Source Current out &O -10V Ab50lute voltage range on 0-10V IB VAC HZ 120 208 140 2Tl Min Max Min Max 260 mA 322 120-2n 027 034 50160 0.41 0.47 059 015 013 012 4.9 20 10% to 100% OmA 1mA OV tOV 325 mA 413 0.20 017 015 420 m4 49.6 0.24 0.21 0.18 475 mA 56.7 0.27 0.24 0.20 615 mA 711 034 030 026 AMBER MULTIPLIER CCT MULTIPLIER 5000K 1 AM OP27 2700K MULTIPLIER CR MULTIPLIER 5000K 1 2700K 0897 LENS OPTION MULTIPLIER CLEAR LENS DIFFUSED LENS 0.8567 07096 Currents eurrentllghting eo nlaal ea e7M7 e-napore wnnrove.u.weze.m�nupl+W°uvu�cx,a,mearen�uawvaM�mvc mLnJ{' 11(iPe 601 )�OROWUNDST. T ((G6)eee3666 architectural Gni FIND 9l]i8 Fm(6z6)e 716 arealighting �mLne 36 LED Upgrade Kit Installation Guide Fixture: MITRE M2 QWARNING: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. MAINTENANCE: A regularly scheduled maintenance program should be established to retain optimum light output and reduce heal relenton. Dusting with a soft clean, dry cloth is normally sufficient for the opfics. CAUTION: All wiring must be done by a qualified electrician. KEEP THIS SHEET FOR FUTURE REFERENCE. PAGE 1 a ®_ w1666z6 GEv.A ARCHITECTURAL AREA LIGHTING DESCRIPTION TABLE CON TENTS AAL REFERENCE # QUANTITY DETAIL 1O ASSY-WIRE 6IN W -TERMINAL 93049570 -1W -T 1 O 832 GROUND SCREW (DEROSA) A84409 1 O3 SCR 832 X 1/2 PHH PHMS SS A84023 1 TOOLS NEEDED: ® DRIVER ASSEMBLY (36 LED) 93046568 1 `_rc "� PHILLIPS HEAD SCREWDRIVER SMALL ADJUSTIBLE WRENCH O 1/4-20 X 1.25 BOLT A84047 2 © W IRE-14GA LEAD 12in GRND SF2 A74034-12 1 O7 LED ASSEMBLY (36 LED) 93088556-M2 1 PAGE 1 a ®_ w1666z6 GEv.A ARCHITECTURAL AREA LIGHTING '�OROWUNDST. T ct )eee3ees architectural Gni DOHNN91]i6 FBYIWe)see3„e arealighting �mLne 36 LED Upgrade Kit Installation Guide Fixture: MITRE M2 REMOVAL INSTRUCTIONS (FIXTURE PREPARATION) FIXTUR STEP 1: 1. TURN OFF POWER TO THE UNIT AND TAKE PROPER SAFETY PRECAUTIONS 2, REMOVE (2) SCREWSTO OPEN LENS FRAME LID. SET SCREWS A SIDE, THEY WILL RE USED. 3. RE MOVE LENS FRAME LID FROM FIXTURE AND DISCARD. IT WILL NOT BE RE USED. FIXTURE RAME LID 4 BALLAST ASSY TEP 1. REMOVE (2) SCREWS FROM BALLAST ASSEMBY. 2. DISCONNECT WIRE HARNESS FROM POWER SOURCE. 3. REMOVE BALLAST ASSEMBLY AND ALL COMPONENTS. o e � REFLECTOR ASSEMBLY STEP 2: 1. REMOVE REFLECTOR ASSEMBLY AND ALL RELATED HARDWARE FROM FIXTURE. 2. DISCONNECT WIRE HARNESS. HINGES (DO NOT REMOVE) STEP 4, 1. MAKE SURE EVERYTHING IS REMOVED FROM INSIDE OF FIXTURE. DO NOT REMOVE EXISTING HINGES. 2. MAKE SURE INSIDE OF FIXTURE IS CLEANED OF DEBRIT AND BUILDUP. PAGE. ®_ x+la REV.A ARCHITECTURAL AREA LIGHTING wu.ws 'r OROWIANDST. T ((G6)eee3ees architectural Gni OFINDUM Fm(626)e 716 arealighting �mLne 36 LED Upgrade Kit Installation Guide Fixture: MITRE M2 19A INSTALLATION INSTRUCTIONS ...............IREO DETAIL A STEP 5: 1. ATTACH PROVIDED GROUND (GREEN 121N) WIRE AS SHOWN USING PROVIDED (GREEN) 8 32 GROUND SCREW. 2. GROUND TO FIRST HOLE AS SHOWN AND RUN WIRE THIRD HOLE IN FIXTURE. FIXTURE 0 2X 1/4-20 BOLT, DRIVER ASSEMBLY DRIVER WIRE 2 WIRES FOR INCOMING POWER SCREW (DEROSA) (PLUG INTO LED DECK) STEP 6: 1. BOND GROUND WIRE 2 (GREEN 61N) ONTO MIDDLE HOLE IN BOSS USING PROVIDED 832 SCREW AND CONNECT THE TWO TERMINALS AS SHOWN. 2 RUN THE BLACK AND WHITE WIRES FROM THE DRIVER ASSEMBLY THRU THE HOLE IN THE FIXTURE FOR INCOMING POWER. 3. WITH BOTH DRIVERS FACING DOWN AS SHOWN, SET IN PLACE SO THAT THE 2 HOLES IN DRIVER ASSEMBLY BRACKET ALIGN WITH THE 2 HOLES IN BOSSES ON FIXTURE. 6. BEFORE ATTACHING, MAKE SURE THAT ALL WIRES ARE BUNDLED NEATLY AND 4PIN QUICK DISCONNECT IS EASILY ACCESSABLE. 5. ATTACH DRIVER ASSEMBLY TO FIXTURE WITH PROVIDED HARDWARE (2X 1G-20 BOLT). MOUNT ONTO EXISTING BOSSES IN FIXTURE AS SHOWN. PAGE W4 ®_ ealw REV.A ARCHITECTURAL AREA LIGHTING wu.ws 1] OROWUNDST. TmcB )� architectural OWOFIND 9l]i8 Fm(626)e 716 arealighting �mLne 36 LED Upgrade Kit Installation Guide Fixture: MITRE M2 DETAIL B STEP T: 1. PLACE TIR OPTIC ASSEMBLY ONTO HINGES OF FIXTURE. 2. PLUG 2 -PIN QUICK DISCONNECT FROM DRIVER ASSEMBLY IN 2 -PIN QUICK DISCONNECT ON THE TIR OPTIC ASSEMBLY. 3. AFTER ATTACHING, MAKE SURE THAT ALL WIRES ARE BUNDL NEATLY AND BOTH PIN QUICK DISCONNECTS ARE EASILY ACCESSABLE. STEP 8: 1. CLOSE DOOR AND REPLACE SCREWS REMOVED INSTEP 1. STEP 9: 1. TURN ON POWER. INSTALLATION COMPLETE. YO PAGE. ®_ x+lw REV.A ARCHITECTURAL AREA LIGHTING wu.ws