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Application APPLICANT 5/7/2020
ARCHITECTS ♦PLANNERS May 7, 2020 City of Springfield Development & Public Works Department Current Development Division 225 5" Street Springfield, Oregon 97477 RE: New Way Electric 30" Industrial Development (202006/1.3) Site Plan Review Application — Presubmittal Project Address: 30" Street— Not Yet Assigned Assessor's Map & Tax Lot: Map 17-02-31-00, Tax Lot 3900 Property Owner: Applicant: Mailing Address: Phone: E-mail: Applicant's Representative: Mailing Address: Phone: E-mail: Hyland Business Park, LLC Contact: Shaun Hyland ZAP, LLC Contact: Justin Paslay PO Box 21503 Eugene, Oregon 97402 541.686.2365 justin@newwayelectdc.com TBG Architects + Planners Contact: Kristen Taylor, CSBA 132 East Broadway, Suite 200 Eugene, Oregon 97401 541.687.1010 ktaylor@tbg-arch.com On behalf of the applicant, ZAP, LLC, enclosed is a Site Plan Review Presubmittal application for the proposed industrial development at 30" Street. In accordance with the Site Plan Review submittal requirements under SDC 5.17-00, the following electronic documents are provided for review by the City Staff: Site Plan Review Application Form Site Plan (8%" x 11") Attachments Written Statement Attachment Tax Assessor's Map Attachment B Legal Description Attachment C Deed for Tax Lot 3900 Attachment D Title Report (to be submitted at the time of Site Plan Review Submittal) 541.687.1010 1132 EAST BROADWAY. SU I TE 200 1 EUGENE. OREGON 97401 1 TED -ARCH. CUR City of Springfield Site Plan Review May 7, 2020 Page 2 of 2 Attachment E Jeff Parker Subdivision Recorded Plat Attachment F Eugene -Springfield Metropolitan Area General Plan, Plan Diagram Attachment G Mid -Springfield Refinement Plan Diagram Attachment H FIRM Flood Insurance Rate Map, Map Number 41039C1161 F Attachment I Stormwater Report (to be submitted at the time of Site Plan Review Submittal) Attachment J Lighting Specifications Plan Set T1 - Title Sheet Topographic Survey EC1.0 Erosion & Sediment Control Plan (to be submitted at the time of Site Plan Review Submittal) C1.1 No Sheet - Intentionally Left Blank C2.1 Demolition Plan C3.1 Utility Plan C4.1 Grading Plan A1.1 Site Plan A2.1 First Floor Plan A2.2 Second Floor Plan A3.1 Exterior Elevations LA -1 Landscape Plan Site Lighting Plan If you have any questions, please call me at your convenience. Thank you for your time and consideration of this proposal. Sincerely, G _ Kristen Taylor, CSBA Senior Director/Planning Manager KGT/ZG/nl cc: Jason and Brandon Paslay, ZAP, LLC Anna Backus, KPFF Consulting Engineers, Inc. David Dougherty, Dougherty Landscape Architects Z:WROJr2 MW Ne Way 19 tlnc MM Sr Spnngfie1MCorrespV,gencASire Ran RevieM MM SPR Cove W.do 1■. n x c xi T[ IT S I P L L N N sxs City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINaF1E� W 0#1 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: ❑ Required Project Information (Applicant., complete this section) Applicant Name: Justin Paslay Phone: 541.686.2365 ZAP, LLC justin(g Company, Email: newwa electric.com Address: PO Box 21503, Eugene, Oregon 97402 Applicant's Rep.: Kristen Taylor Phone: 541 687.1010 Company: TBG Architects + Planners Email: ktaylor@tbg-arch.com Address' 132 East Broadway, Suite 200, Eugene, Oregon 97401 Property Owner: Shaun Hyland Phone: 541.726.8081 Company: 30th Street Business Park, LLC Emall: Shaun@jhconst.com Address: PO Box 7867, Eugene, Oregon 97475 ASSESSOR'S MAP NO: 17-02-31-00 TAX LOT NOS : 3900 Property Address: Not yet assigned Size of Property: 1.0 Acres x❑ Square Feet ❑Dwellings Proposed No. of Units ner ancrou Proposed Name Of Project: 30th Street Industrial Development Description of Site Plan RevAm approval atwo induabal buildings Ann Me assonazed Ate inkaA inure,parking and landscaping. Wilding 1 is a hv"M about 12,9g5zqume-fxt building Win a Angle tenant. 2 is a singkesM a bout 15,100,quwe-fo building Win multiple tenants Pio Osal: minnu sof second o ce, manufactunn and wetlrauAs induamal s aces. Tenants W Building2bave nIX been identified. Thea tenants wilnot a anti anti Wer ecce an canstrurdm a un rings. Existing Use: Undeveloped New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 33,916 sf Si natures: Please sin and rint our name and date in the aQQronrdate Required Project Information (City Zntake Staff., Associated Applications: box on the next QQAjJ complete this section) Signs: Pre -Sub Case No.: 811 -20 -000088 -PRE Date:O5/07/2020 Reviewed by: Case No.: Date: Reviewed by: Application Fee: Technical Fee: Posta a Fee: TOTAL FEES: 421 PROJECT NUMBER: 811 -20 -000089 -PROD Revised 1/7/14 KL 1 of 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. Pre -Submittal Owner: 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: 5— LA' a0 Signatur_ Skaw V\Xy AnL�_ D.i..t I represent this application 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. Signature Date: 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. ❑x 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. ® Site Plan Review Application Form ❑x 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. ❑x Copy of the Deed ❑x 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. ❑x Completed Attached Scoping Sheet ❑ Four (4) Copies of the Following Plan Sets for Pre -Submittal OR Four (4) Copies of the Following Plan Sets for Submittal: Submitted electronically due to COVID ❑x 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 ❑x Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ❑x 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. NIA❑ 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 NIA ❑ The 100 -year floodplain and fioodway 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 ❑x 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 ❑x 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 ❑x 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 ❑x 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 NII'❑ Observance of solar access requirements as specified in the applicable zoning district ❑x On-site loading areas and vehicular and pedestrian circulation ❑x 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 ❑x Location, type, and number of bicycle parking spaces ® Note location of existing and planned Lane Transit District facilities (within 1/2 mile) LTD BUS STOP ON MAIN STREET. WHICH IS NOTED IN NARRATIVE. Revised 1/7/14 KL 5 of 11 N/A[-] 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 NIA❑ 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 ❑x Location and width of all existing easements ❑x 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. ® Location and type of existing street lighting ❑x Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, waterline backflow preventers and similar public facilities ❑x Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails ❑x 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 ❑x Prepared by an Oregon licensed Civil Engineer, except where noted below ® The approximate size and location of storm water management systems components ❑x 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 ❑x Location and width of all proposed easements ® Location and type of proposed street lighting NIA ❑ 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 ❑x Prepared by an Architect, Landscape Architect, or other Landscape Professional approved by the Director ® Location and dimensions of landscaping and open space areas to include calculation of landscape coverage NOTED ON SITE PLAN, SHEET Al.1 ❑x Where applicable, screening in accordance with SDC 4.4-110 ❑x 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 MDR IS LOCATED ACROSS 30TH STREET g. On -Site Lighting Plan ❑x Location, orientation, and maximum height of exterior light fixtures, both free standing and attached ❑x 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: ❑x 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 ❑x Where plants are proposed as part of the stormwater management system, a planting plan shall be provided. ❑ Irrigation Plan showing of irrigation lines, required backflow preventers and above ground utilities. ❑x Photometric test report for each light source. ❑x 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: ❑x Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. PRIVIDED AT TIEM OF SITE PLAN REVIEW SUBMITTAL 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 El 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 N/A ❑ 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 N/A ❑ 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. N/A ❑ 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 L -J (DTYP BICYCLE PARKING (DTVP BICYCLE HOOP SIT EPLAN 'i /.ENLARGED PARTIAL SITE PLAN 6 LAND USE CODE SUMMARY ,a C) •s•mm ,m AREA CALCULATIONS C)s..,. PARKING CALCULATIONS -..-m....,..a,..ob.,..,.-.... LEGEND n --n= II ... ipl �., 'O Vpxz-, OWL L -J (DTYP BICYCLE PARKING (DTVP BICYCLE HOOP SIT EPLAN 'i /.ENLARGED PARTIAL SITE PLAN 6 LAND USE CODE SUMMARY ,a C) •s•mm ,m AREA CALCULATIONS C)s..,. PARKING CALCULATIONS -..-m....,..a,..ob.,..,.-.... LEGEND n --n= F Z W a O 3 ww- Rol J Z JRa LU ¢o�'C LU_�€ W~g Zc) SITE PLAN ARCHITECTS ♦PLANNERS May 7, 2020 City of Springfield Development & Public Works Department Current Development Division 225 5" Street Springfield, Oregon 97477 RE: New Way Electric 30" Industrial Development (202006/1.3) Site Plan Review Application — Presubmittal Project Address: 30" Street— Not Yet Assigned Assessor's Map & Tax Lot: Map 17-02-31-00, Tax Lot 3900 Property Owner: Applicant: Mailing Address: Phone: E-mail: Applicant's Representative: Mailing Address: Phone: E-mail: WRITTEN STATEMENT SUMMARY Hyland Business Park, LLC Contact: Shaun Hyland ZAP, LLC Contact: Justin Paslay PO Box 21503 Eugene, Oregon 97402 541.686.2365 justin@newwayelectdc.com TBG Architects + Planners Contact: Kristen Taylor, CSBA 132 East Broadway, Suite 200 Eugene, Oregon 97401 541.687.1010 ktaylor@tbg-arch.com In accordance with the Site Plan Review submittal requirements, this written statement describes the proposed development and demonstrates thatthe proposal complieswith the criteria under SDC 5.17-100. The proposal is subject to the Type II application review process per SDC 5.17-110(B). A. Summary of Request The present request is for Site Plan Review approval of an industrial building with the associated site infrastructure, parking and landscaping. The building is two stories and approximately 12,000 square feet with a single industrial tenant (permitted: industrial warehousing, secondary: business office and outdoor storage). 541.687TCHD 1132 EAST BROADWAY. SU I TE 2001 EUGENE. OREGON 97401 1 TBG -A RCH.COM City of Springfield Site Plan Review May 7, 2020 Page 2 of 11 Additional details regarding this proposal are provided on the Site Plan Review drawings, the remainder of this written statement, and other materials attached herein. B. Project Objectives The 30" Industrial Development represents an effort to raise the standard of typical industrial development in Springfield. 1. Enhance the quality of local industrial development. 2. Provide attractive, functional and safe spaces for small industrial businesses and their employees. 3. Ensure compatibility between the proposed industrial and existing residential development to the east. SITE INFORMATION Location: The project is located on 30' Street, Springfield, Oregon, north of Main Street. Refer to the attached Site Plan. Tax Lots: Lane County records identify the site as Lane County Assessor's Map 17-02-31-00, Tax Lot 3900. Refer to the attached Tax Assessor's Map. Legal Description: Refer to the attached Legal Descriptions. Acreage: The project site totals 1.0 acre according to Lane County Assessment and Taxation records. The subject site includes one parcel, identified as Tax Lot 3900, which fronts 30' Street. Address: Not yet identified — 30' Street, Springfield, Oregon 97477. Ownership: The site is owned by Hyland Business Park, LLC. Refer to the attached Deed and Title Report (to be submitted at time of Site Plan Review Submittal). Plan Land Use Designation: The lot is within the Springfield Urban Growth Boundary (UGB) and City limits. The area of the subject lotwas annexed to the City of Springfield in 1948. The parcels are designated Light Medium Industrial in the Metropolitan Area General Plan. The Mid -Springfield Refinement Plan also designates the lot Light Medium Industrial. Zoning: The lot is zoned Light Medium Industrial (LMI). The Drinking Water Protection (DWP) Overlay District applies to the subject parcels. Property to the west, north and south are also zoned LMI. Property to the east across 30' Street is zoned Medium Density Residential. Street Classification: 30' Street is classified as a major collector on the City's Functional Classification map. IM. oar' TEETE.o,e„FERE City of Springfield Site Plan Review May 7, 2020 Page 3 of 11 Environmental: The subject lot has soil type Coburg -Urban land complex. Per the Flood Insurance Rate Map (FIRM), the properties are located in area X, determined to be outside of the 500 -year flood area. Refer to the attached Flood Insurance Rate Map. The parcels are located in the Maia Wellhead facility protection area within the 5 -10 -year Time of Travel Zone (TOTZ). As required, the applicant will apply and obtain either a Drinking Water Permit or exemption prior to construction. The LDAP sheet will be attached as part of the drawing set at the time of Site Plan Review Submittal, which notes the 5 -10 -year TOTZ and the requirement of a Drinking Water Permit or exemption prior to construction of the on-site building. Surrounding Land Uses/Access: The site is located within the Springfield Urban Growth Boundary on the west side of 30' Street. To the east of the site, across 30' Street, is a multi -family residential development. There is a railway line located to the west of the site. There are undeveloped industrial properties abutting the northern property boundary. On the south side there are two recently developed light -industrial buildings on two lots. The primary access to the subject site will be via 30' Street. There is one driveway proposed on the north end of Tax Lot 3900 that connects directly to 30' Street and an existing driveway with a shared access easement for use by Tax Lots 3600, 3700, 3800 and 3900. III. BACKGROUND OF THE SITE The subject lot was created as part of the Jeff Parker Subdivision, as recorded September 9, 2002, Reception No. 2002-069738. Tax Lot 3900 is Parcel 4 in the subdivision. Refer to the attached Jeff Parker Subdivision recorded plat. IV. SITE PLAN REVIEW APPROVAL CRITERIA This section is organized by the Site Plan Review approval criteria under SDC 5.17-100. Applicable approval criteria are outlined in bold italics below, followed by proposed findings in normal text. The Director shall approve or approve with conditions: a Type H Site Plan Review application upon determining that approval criteria A. through E., below have been satisfied. If conditions cannot be attached to satisfy the approval criteria, the Director shall deny the application. Decisions approving an application, or approving with conditions shall be based on compliance with the following criteria in Springfield Development Code Section 5.17-125: IM. oa H TEETE.o,e„.—I City of Springfield Site Plan Review May 7, 2020 Page 4 of 11 A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. The Eugene -Springfield Metropolitan Area General Plan (Metro Plan) plan diagram and the Mid - Springfield Refinement Plan diagram designate the subject properties as Light -Medium Industrial (LMI). This land use designation and the LMI zoning district (per SDC 3.2-405(8)) are intended to provide land for a variety of industries, including those involved in the secondary processing of materials into components, the assembly of components into finished products, transportation, communication and utilities, wholesaling, and warehousing. The external impact from these uses is generally less than Heavy Industrial, and transportation needs are often met by truck. Activities are generally located indoors, with outdoor storage. This designation may also accommodate supporting offices, light industrial uses, and industrial uses allowed in the Campus Industrial. The proposed development and the intended uses — industrial warehousing, secondary business office and outdoor storage — are consistent with this criterion. There is no applicable Conceptual Development Plan for these parcels. B. Capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic 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. The subject properties are within the Springfield Urban Growth Boundary and the City limits. They are currently served by the key urban services as prescribed in the Metro Plan. The proposal includes on-site stormwater facilities on Tax Lots 3900 to serve the proposed project prior to discharging into the existing public stormwater system. Refer to the attached Stormwater Report and civil and landscape plans for details. Additionally, there are existing public utility easements on the site for current and future extension of public utility systems. Refer to the attached Topographic Survey for details. There is an existing fire hydrant along 30' Street in the front of site. The proposed building is a Type V -B fully sprinklered tilt -up concrete structures. The farthest point of the proposed building is less than 400'-0" from the existing hydrant. The driveway designs meet the needed radii required for emergency service vehicles. As demonstrated, there is adequate public and private infrastructure capacity to serve the site at the time of development. Therefore, the proposal is consistent with this criterion. IM. oar' TEETE.o,e„uE 1 City of Springfield Site Plan Review May 7, 2020 Page 5 of 11 C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. The proposed new development complies with applicable standards as further discussed below. Section 3.2-400 LMI Zoning District Development Standards The tenant for the proposed building on Tax Lot 3900 will be an industrial warehouse and secondary business office and outdoor storage uses. All uses will be consistent with the allowed use categories listed under the LMI base zone per SDC 3.2-410 at the time of tenant infill building permit submittal. Specifically, the development complies with the LMI Development Standards (SDC 3.2-400 LMI base zone) as follows: The Development Standards required under SDC 3.2-420 do not apply for three reasons. First, the subject site was created prior to 1982. Second, the minimum lot size and frontage standard of SDC 3.2-420 is a standard imposed for the creation of new lots or parcels. The proposed development does not include partitioning or subdividing the subject property. Third, this standard is not a design or construction standard, and therefore not applicable. The two-story building is compatible with adjacent development and land uses. The proposed building is not within the height limitation zone that is applicable when abutting a residential district. Per SDC 3.2-420, the height limitation applies to the first 50 -feet on-site measured from the property line nearest the residential zone. The proposed building is located more than 50'-0" from the property line to the east. As shown on the attached site plan, the building is about 60'-0" from the 30' Street right-of-way line. Then, it is an additional 60'-0" across the right-of-way to the MDR - zoned properties to the east. Therefore, the maximum building height limitation adjacent to the MDR -zoned properties is not applicable to the proposed building. Refer to the attached plan set for details. Per SDC 3.2-420, the minimum building front yard setback in the LMI zone is 10'-0" and parking and driveway front yard setbacks are 5'-0". The buildings, parking and driveways either meet or exceed the required front yard setbacks along 30' Street. Refer to the attached Site Plan. Except for the rear setback, all proposed parking and driveways either meet or exceed the required minimum S-0" setback from interior property lines as required per SDC 3.2-420. The applicant owns both Tax Lots 3900 and 3800 and wants the opportunity to connect these parcels at the time of future development of Tax Lot 3800. Per the landscaping standards at SDC 4.4.-100(H), the "[I]andscaped setbacks abutting required screening on the same property may be exempted by the Director from planting requirements if the area is not visible from any public right-of-way or adjacent property." Therefore, as owner of the abutting property and because the landscape setback is located at the back of the site out of view of the public right-of-way, the applicant requests that the Planning Director exempt the 5'-0" landscape setback along the rear yard to accommodate the future development of Tax Lot 3800. IM. oa I TEETE.o,e„uE 1 City of Springfield Site Plan Review May 7, 2020 Page 6 of 11 • As allowed per SDC 3.2-420, note (4)(a), "no building or above grade structure, except a fence, shall be built upon or over that easement," the applicant proposes a metal fence within the PUE along the west and portions of the south and north property lines for security reasons. • On-site pedestrian circulation has been provided throughout the site, which connects to the owner's adjacent Tax Lot 3800 to the west and the public sidewalk on 30" Street and the industrially zoned properties to the north and south. The site design either meets or exceeds the required ADA minimum 3-0" wide clear pedestrian pathway to accommodate pedestrian circulation throughout the site. • No outdoor merchandise display areas are proposed. • No drive-through facilities are proposed. Section 3.3-200 Drinking Water Protection Overlay District The parcels are located in the Maia Wellhead facility protection area within the 5 -10 -year Time of Travel Zone (TOTZ). The applicant understands that the following requirements apply per SDC 3.3-235(C): 1. The storage, handling, treatment, use, production or otherwise keeping on premises of more than 20 gallons of hazardous materials that pose a risk to groundwater in aggregate quantities not containing DNAPLs [dense non -aqueous phase liquids] is allowed upon compliance with containment and safety standards specified by the most recent Fire Code adopted by the City. 2. All hazardous or other materials that pose a risk to groundwater shall be stored in areas with approved secondary containment in place (Springfield Fire Code 2702.1 and 2704.2.2). 3. All new use of DNAPLs are prohibited. 4. Any change in type of use or an increase in the maximum daily inventory quantity of any DNAPL is considered a new use and is prohibited. 5. The following requirements for inspection and record keeping procedures for monthly in-house inspection and maintenance of containment and emergency equipment for all amounts of hazardous or other materials that pose a risk to groundwater shall be met unless exempted: Schedules and procedures for inspecting safety and monitoring and emergency equipment. The applicant shall develop and follow a written inspection procedure acceptable to the Directorfor inspecting the facility for events or practices which could lead to unauthorized discharges or hazardous materials. An inspection check sheet shall be developed to be used in conjunction with routine inspections. The check sheet shall provide for the date, time, and location of inspection. note problems and dates and times of corrective actions taken. and include the name of the inspector and the countersignature of the designated safety manager for the facility. As noted above, the applicant will apply for and obtain either a Drinking Water Permit or exemption prior to construction of the proposed building. LDAP sheet will be attached as part of the drawing set at the time of Site Plan Review Submittal, which notes the 5 -10 -year TOTZ and the requirement of a Drinking Water Permit or exemption prior to construction of the proposed building. IM. oa I TEETE.o,e„FERE City of Springfield Site Plan Review May 7, 2020 Page 7 of 11 Section 4.2-105 Public Streets The proposed development does not trigger the need to create or extend any public streets. The proposed project has direct access to 30' Street, a major collector. The sections of 30" Street adjacent to the proposed project meet the standard street right-of-way and paving width dimensions. No additional public right-of-way or street improvements are needed. Section 4.2-120 Site Access and Driveways According to Springfield Code Section 4.2-120(A)(1), all developed lots shall have an approved access either directly to a public street, a private street that connects to a public street, or through an irrevocable joint use/access easement. The Code does not limit a development site to one access. The subject site has frontage on 30' Street with direct access proposed to this public street. The proposal will also access the existing irrevocable joint use/access easement that extends westward from 30" Street along the southern property line. The project includes one proposed drivewaywith direct access to Tax Lot 3900 off 30' Street and one existing driveway from 30" Street to the existing irrevocable joint use/access easement serving Tax Lots 3600, 3700, 3800 and 3900. The distance between the driveway to 30' Street and the existing shared driveway is about 141'-0" as measured from the centerlines. Refer to the attached Topographic Survey and Title Report, which will be submitted as part of the Site Plan Review application, for details about the easements. According to Table 4.2-2, the width of a 2 -way driveway shall be a minimum of 24'-0" and a maximum of 35'-0". The proposed driveway connection to 30' Street is about 30'-0" wide and the existing driveway proposed to remain is 35'-0". The proposed and existing driveways to 30' Street have throat depths on the site of about 40'-0" from the start of the driveway and at least 30'-0" from the property line, both of which exceed the minimum 18'-0" standard. The existing southern driveway is existing with a joint use/access easement serving Tax Lots 3800, 3700 and 3600. The northern driveway approach is a dedicated driveway serving the site (Tax Lot 3900). The proposed site driveways meet the City's dimensional requirements for commercial/industrial driveway approaches and separation spacing on major collector streets. The above findings demonstrate that the proposal is consistent with these standards. The proposed project will be developed and maintained to provide on-site circulation in compliance with City code standards. Section 4.2-140 Street Trees Currently, there are 4 street trees located along the section of 30' Street adjacent to the development site. One existing street tree is proposed to be removed as part of this development because the existing tree is planted in the location of the proposed driveway. The other existing street trees along 30' Street are proposed to remain. There is one new street tree north of the proposed driveway, as shown on the Landscape Plan. V i . -1 I-ITI I I L I N . -1 City of Springfield Site Plan Review May 7, 2020 Page 8 of 11 Section 4.3-140 Public Easements There are adequate existing public utility easements on Tax Lot 3900 for current and future extension of public utility systems. Refer to the Topographic Survey for details. Section 4.4-105 Landscaping The proposed project meets the landscape requirements. The proposed parking area located between the street side of the building (east fagade) and 30' Street includes 21 parking spaces. Therefore, Section 4.4-105(F)(2), parking lot planting areas requiring a minimum of 5 percent of the interior of a parking lot if 24 or more parking spaces are located between the street side of a building and an arterial or collector street does not apply. As illustrated on the attached landscape architecture plans, the proposed landscaping associated with the parking lot and driveway setback areas meet the City landscape requirements. As described above, the applicant requests an exception to the required landscape setback along the rear property line as allowed per the landscaping standards at SDC 4.4.- 100(H). As owner of the abutting property and because the landscape setback is located out of view of the public right-of-way, the applicant requests that the Planning Director exempt the requirements in order to accommodate future development on Tax Lot 3800. The proposal is consistent with all other applicable the standards. Section 4.4-110 Screening Where outdoor mechanical devices are proposed on the site, they will be screened with vegetation per SDC 4.4-110(B)(1). The back of the site will be used for outdoor storage. Consistent with this code section, a new metal fence is proposed to screen the back of the site, which will be site -obscuring as applicable. There is also an existing slatted chain-link fence proposed to remain, located along the entire Tax Lot 3900 and 3800 northern property lines. The proposed outdoor trash and recycle area is screened with slatted chain-link fence, as required per SDC 4.4-110(B)(3)(c). Refer to the attached architecture and landscape architecture drawings for details. Therefore, these criteria are met. Section 4.4-115 Fencing As noted above, an 8'-0" high metal fence is proposed to enclose the back of the site for outdoor storage security purposes, which is consistent with the maximum allowed fence height is 8'-0" in Industrial zones. Per SDC 4.4-115 Table 4.4-1, note (1), the proposed fence is behind the front yard setback. Refer to the attached Site Plan. Therefore, these criteria are met. Vi . oa'.TEET,.,,,„u Ea, City of Springfield Site Plan Review May 7, 2020 Page 9 of 11 Section 4.6-110 Vehicle Parking The vehicle and bicycle parking calculations are based on the proposed industrial warehousing and secondary office uses. Per Table 4.6-2, the proposed industrial warehousing and secondary office uses, are required to provide a minimum of 21 off-street vehicle parking spaces. The applicant is proposing to provide 21 parking spaces — one accessible space, 15 standard parking spaces, three parallel spaces and two compact spaces (which is less than 30 percent of the total proposed parking spaces). The applicant proposes a parking lot design in compliance with SDC 4.6-115. all standard and ADA stall widths are a minimum of 9'-0" wide and 18'-0" in length including a 2'-0" bumper overhang on landscaping beds and walkways where applicable. The three parallel spaces are a minimum of 9'-0" wide and 20'-0" in length. The two compact spaces are a minimum of 8'-0" wide and 16'-0" in length with a wheel stop. Refer to the attached Site Plan for specific locations. The dimensions and proposed striping of the parking spaces and drive aisles meet the parking area standards per SDC 4.6-115 and -120. These findings, togetherwith the architecture and civil engineering drawings, demonstrate that these standards have been met. Refer to the Vehicle Parking Calculations on the Site Plan, Sheet A1.1, for details. The above findings, attachments and drawings demonstrate that the proposal is consistent with these standards. Section 4.6-130 Loading Areas There are two delivery and loading areas located outside of the required setbacks. Refer to the attached First Floor Plan for details. The total proposed on-site loading area is more than 8,000 square feet for an approximately 12,000 square feet total building area, which exceeds the required 250 square feet of minimum loading area per SDC 4.6-135(C). The applicant will provide a sanitary drain at the threshold or interior of the building in all loading area overhead door locations at the time of building permit submittal. Therefore, these criteria are met. Section 4.6-140 Bicycle Parking The proposed bicycle parking spaces, location and facility design on the development site complies with SDC 4.4-145 through -150. There are three short-term and two long-term bicycle parking spaces required. There are 4 unsheltered short-term bicycle parking spaces located along the on-site pedestrian walkway system with ramps that connect to 30" Street, which exceed the required number of bicycle parking spaces. The proposed short-term spaces are hitching post or staple type racks. All bicycle parking spaces are visible for use by the public. Four long-term bicycle parking spaces will be located inside the warehouse area in a secure location, which will be proposed in compliance with SDC 4.4-145-150 at the time of individual tenant infill building permits. Refer to Sheet A1.1 for Bicycle Parking Calculations and Sheet A1.2. for typical details. Therefore, these criteria are met. I i . oa '.. ITIIILI..E 1 City of Springfield Site Plan Review May 7, 2020 Page 10 of 11 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. The proposed driveway on 30' Street and the orientation and alignment of the buildings will serve to maximize efficiency for access, on-site circulation and function while minimizing impact to the adjacent properties. The site plan is organized so that the main access points to the buildings are located directly off of the shared access drive. Most of the vehicle parking is located in the front area of the site with access via both the existing shared driveway and the proposed driveway. The proposed landscape islands located at the ends of parking aisles provide clear drive aisles to facilitate safe circulation. As noted above, the Site Plan shows on-site circulation for pedestrians, bicycles and vehicles as required by the Springfield Development Code. Designated on-site pedestrian circulation is provided for employees and clients of the business from the adjacent, existing 30' Street public sidewalk to the proposed building entrances. On-site pedestrian and bicycle access is provided by a clearly marked, striped, paved walkway across the drive aisles. The existing public sidewalk on 30' Street provides access to adjacent and nearby residential and industrial areas. The closest transit stop to the site is located on Main Street, which is served by Lane Transit District route 11 Thurston. The proposed project abuts other industrially zoned properties. It is not directly adjacent to a residential zoned area, transit stop, neighborhood activity center, or other uses that would benefit with additional connectivity to abutting properties. As stated above, the existing and proposed driveway locations on 30' Street are in compliance with the Springfield Code Development standards and address the access requirements for industrial uses. Parking areas and ingress -egress points have been designed to safely facilitate vehicular traffic, bicycle and pedestrian circulation and avoid congestion as well as provide connectivity within the development site. Therefore, the proposal is consistent with this criterion. I i . oa '.. IT,.o,e..E 1 City of Springfield Site Plan Review May 7, 2020 Page 11 of 11 E. Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map and their associated riparian areas,, wetlands; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified 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. The proposed site does not contain any Statewide Goal 5 resources. The site is relatively flat. There are no existing trees and shrubs. wetlands. rock outcroppings; orwatercourses on the site that are impacted by the proposed development. There are no known significant archaeological resources. Therefore, the criterion is not applicable. V. Conclusion Based on the information and findings contained in this written statement, associated attachments and drawings, the proposed Site Plan Review application meets the criteria of approval contained in the Springfield Development Code. Therefore, the applicant requests that the Planning Director approve the proposal as presented. Both the applicant and the applicant's representative are available for questions as necessary. If you have any questions about the above application, please do not hesitate to contact TBG Architects + Planners (541.687.1010). KGT/ZG/nl cc: Jason Paslay, ZAP, LLC Anna Backus, KPFF Consulting Engineers, Inc. David Dougherty, Dougherty Landscape Architects Z WROJ MMM Nea Way Detlric MM S Spnngfie1MCorrespV,gencASte Ran ReN UI)2006-SPR Wntten Statement.docx 1■ . na '.TECTA c I1 —1 City of Springfield Site Plan Review Application Attachments ATTACHMENT CONTENTS Attachment A Tax Assessors Map Attachment B Legal Description Attachment C Deed for Tax Lot 3900 Attachment D Title Report Attachment E Jeff Parker Subdivision Recorded Plat Attachment F Eugene -Springfield Metropolitan Area General Plan, Plan Diagram Attachment G Mid -Springfield Refinement Plan Diagram Attachment H FIRM Flood Insurance Rate Map, Map Number 41039C1161 F Attachment I Stormwater Report Attachment J Lighting Specifications City of Springfield Site Plan Review Application Attachments ATTACHM ENT A Tax Assessor's Map wmlmoNLYSECTION 31 117S. R.M. W.M. 17023100 Lane County SPRINGFIELD r=aa —�' LJ La L., I LTJ L—ia U 11— GAN ELLED �E�� y -- — -- -- EEMAP 3. o 1-3111 EEMAP S. EEMAP SEE 2. —t {„ .. q me. 7. OR LGOMEGYS1-22S LEOME-S EE- 17 2R —113 SEE 3 ®, m ' -- 2.1 EE.s 019— AP -— —EE- SEE m male ba SEE M ,m I „®a, - IF 114 SDSj� u..._._.. _ A_.. - — ,,, -------- - „�- SPRINGFIELD 17023100 City of Springfield Site Plan Review Application Attachments ATTACHMENT B Legal Description Legal Description of Property For Assessor's Map 17-02-31-00 Tax Lot 3900 Lot 4, Jefferson Parker Subdivision, as fled and recorded September 9, 2002, Reception No. 2002-069738, Official Records of Lane County Oregon. City of Springfield Site Plan Review Application Attachments ATTACHMENT C Deed for Tax Lot 3900 A After recording, return to: Arthur J. Clark Hershner Hunter, LLP P.O. Box 1475 Eugene, OR 97440 Until a change is requested, mail all tax statements to: 30'h Street Business Park LLC P.O. Box 7867 Springfield, OR 97475 Lane County Clerk 2019-000482 Lane County Deeds &Records RPR -DEED Cnt=l Stn=9 CASHIER 06 $15.00 $11.00 $10.00 $6 1.00 01/04/2019 01:15:25 PM 3pages $97.00 Tax Account No. 1692597; 1692605; 1692571; 1692589; 1692563; 1692555; 1692688; 1692696 Map & Tax Lot No. 17-02-31-00-4000; 17-02-31-00-04100; 17-02-31-00-03 800; 17-02-31-00-03900; 17-02-31-00-03700; 17-02-31-00-03600; 17-02-31-00-04900; 17-02-31-00-05 000 Hyland Business Park, LLC, an Oregon limited liability company, grantor, conveys and warrants to 301' Street Business Park LLC, an Oregon limited liability company, Grantee, the real property situated in Lane County, state of Oregon, described on the attached Exhibit A. free of encumbrances except as specifically set forth herein. The true consideration for this conveyance is none. The liability and obligations of Grantor to Grantee and Grantee's successors and assigns under the warranties and covenants contained herein or provided by law shall be limited to the amount, nature, and terms of any title insurance coverage available to Grantor under any title insurance policy, and Grantor shall have no liability or obligation except to the extent that reimbursement for such liability or obligation is available to Grantor under any title insurance policy. The limitations contained herein expressly do not relieve Grantor of any liability or obligations under this instrument, but merely define the scope, nature, and amount of such liability or obligations. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.3 00, 195.301 ANIS 195.305 TO 195.336 ANIS SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAW'S ANIS REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE Page 1 TY DEED 0 1689550.DOC ., APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 85 AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. DATED: January 1, 2019. STATE OF OREGON ss. COUNTY OF LANE 5 TO I I. CHAPTER 4241, 5, OREGON LAWS 2009, HYLAND BUSINESS PARI, LLC By: H. Hyland, Manager This instrument was acknowledged before me on January 1, 2019, by Jahn H. Hyland, manager of Hyland Business Park, LLC. OFFICIAL STAMP ARTHUR JOHN CLARE[ NOTARY PUBLIC -OREGON C0MM1S51ON NO. �78�?� MY GSM wwmh I N EMPIRES SEPTEMBER 03, 2022 Page 2 -WARRANTY DEED r v My commission expires: September 3, 2022 0 1 G89550.DOC 'A y !"_o ExHIBIT A Lots L 2, 330 4, 5, 6, Tract A and Tract B. JEFF PARKER SUBDIVISION, as filed and recorded September 9, 2002, Reception No. 20024-06973 S, Official Records of Lane County, Oregon. 4 � p tY � EXHIBIT A City of Springfield Site Plan Review Application Attachments ATTACHMENT D Title Report City of Springfield Site Plan Review Application Attachments [The Title Report will be submitted at time of Site Plan Review Application.] City of Springfield Site Plan Review Application Attachments ATTACHMENT Jeff Parker Subdivision Recorded Plat �N EZ 2 t�_ p SHEET oo _ JEFF PARKER SUBDIVISION �����II uM44 ������pp��IIIIIIIIII VIII �lIXWWl�d������� ui.m nsounueu �� _ w� N --Fa. 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City of Springfield Site Plan Review Application Attachments ATTACHMENTG Mid -Springfield Refinement Plan Diagram Sk I& City of Springfield Site Plan Review Application Attachments ATTACHMENT H FIRM Flood Insurance Rate Map Map Number 41039C1161F City of Springfield Site Plan Review Application Attachments ATTACHMENTI Stormwater Report City of Springfield Site Plan Review Application Attachments [The Stormwater Report will be submitted at time of Site Plan Review Application.] City of Springfield Site Plan Review Application Attachments ATTACHMENT Lighting Specifications CSX1 LED LED Area Luminaire f7LC Specifications _:7V7 OJ fF � EPA: H ymmy 23-1/2" � Length: i L (.114 Square are 8- /2" urreral Width: T (nib H 5-77/8" Panel le Height (.'equ I W Weight 37111 wndlg (max): neevd xaeptw' A«rapam"imaramak i ...., bydisrdwbx4graurd. x..am CSX1-LED-60C-700-40K-T4M-MVOLT-WBA-DDBXD WALL MOUNT W 11ap,11111,11,rh.w, am II lip,,:n,,. III Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands'specifcation for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAM®2 or XPointTM Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit wuaw.acuitvbrands.com/aolus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam: Link to DTL DLL • • - EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD COHLED WE 01 Ln 60( 60 700 700.0, MK HOOK RM TiAliLEO, IWO 1WOmA SOK 5WOK IN 1ype111 120' (t AI Teri Type lV 208w TSM TyIri 24 Ir THM Froward 177, throw 347 48V '. uYWAY.4 sl shlyyeelrcluded SPA Square are L mwnAlg BPA MuN Our man, WBA Wallbmat ShiMealSeparately' SPOMBA Square are mnw(ndeied,aarely)' urreral Nnureddeebdd' man, SmirIe(120,2D,34M' adapts' RPOMM Panel le Dedd mirchilgIre And BI-krel earded dim mly mm mal wndlg 3o9hn,n xaeptw' KMAADDBXDO uammn 1111111 u % had ka, AS IvANtnhh)' Ripped installed Pit NPAAteellodxeppdeoniy L (mmntnl,) ou D'Immabeardmatmuabievh IWAM`(mmntmlf' DAG o-lMdlmmun ires pulledout,ide Trona (mrn e.thanwered mnw(ndeied,aarely)' HIS Nnureddeebdd' SF SmirIe(120,2D,34M' OF Dome her (206, 240, 4W1)' DS Dedd mirchilgIre And BI-krel earded dim mly mm mal 3o9hn,n And Bi-krel eatchad dim miy arm nal 1111111 9rgpedupeartdr' % Vardalguxd AS Bid-0elereatspikes Goe Leh—way • Conrers, Ga is 30012 • Plwne: 8001798041 . ww huh— com ®2112-2018AU W Breves Ltghtl, I nc All fights nuaiIII 1OMW18 DDI Dark bmna WIDO dark OPAXO amm �Inm Di white DDBTXD Tarraddmn bmx DBLBXD artreadblxk DMIND lmnadmrnml Surrinum DMQD artueadwhlte csxl-LEo Ordering Information - ,emplalereT. arola ro'l. I =1 snare a Angie drRiry Nesm"ne AMS'efmy. Sanity1h'edd11nAiNNhwkn60eenh,Me. Di Singe wA Di gal sff• DJei 4MW M13A15 3inor )JUM 4MIN' M13215 1allA•" muWessnm ac M33MU DDaw wuwnnvywM� dmmxmf leans xWn Dawe xua �Po mvY?ii'aueeov Iry pmnylW+k Tenon Mounting Slipfrtter** III 1 MVOLTdrrer,ehee ... w lire wlGg o -.m ty,MV (i H* s iI,im,M,2m. r2]].pel.a. ny when.rdedry wim bLyI DP.PibrmJ. 2 Net ewiledewilh hnO rBL50. 3 A6no ereili ea -parch e—,., eee AccevwresinbrmtlonelW x 1 s G lredred y per MCI C 136x1. 5 Ppuiee"$PA'm. w[iy.p[bn. Maibe.rderedeen,ii e,ax xcm•.deal.%..etl... F.raewlM2gle'meseaiN.i 6 5px'ifieae FOAM®en6led luminaire wrtFoiW dimmiy wpedlTy; PER miim eed. NNewieh6,t,30].r4WVAdd'IheiwaneM mluired fe,R=Vdepbymen[, ra 111�4@d]05. ] NNewileNewi1M131].r<BSJ B Siy N, REl on..1 2]]o3fi] whaq.p[bn. �ubk McQJF1 r Pr—ii Pln, da- wehieIn bn. 9 Pr..idea t,, he ai.g upehil'ey A -1k. ah, ne, m, he If ,Wim R AwilblewilM1 MVOVeMM. IgMagiree a ly NIA,iPER DGR.IOMG. 10 Pinere, a.eddin.relawucM1ed line. 11 Olmm'rg dmaseMek. MVOLT.ny. l'biewiledewilFOCP. 12 Re,,-6-neilFn,[,e,.raBN 13 6xl.:ea Lmil i,.i.beapxified witliPEP.P6.n. admd.M aFyed aeP..i. 'ne eem. e.. n@RL510 flolml-4LMpid100]3M' nu...... [enm aseetnelaAP• Photometric funs Swim 5ae.emh p N OSMASOXO 5�oningap" .O Mmo n eniZ.oit, Ytte,afiapw �GEND F NMOP00@ON hed,id,,—ldeunlrme— B 1ig .,i lieneemil u Gx1M50m di 111111612 Y,ddi Vn6algwEar¢vury a OYIV60 6XIii 0 OiA-finmemgle,a®eoy is oae°cnaaad.carni..1.i'r.w.n.n.mwir.rawas.amh�.nii.mp.rawrea s�°.�w,�w�i�ti:m�:re:`db,rd gvelbrm =1 snare a Angie drRiry Nesm"ne AMS'efmy. Sanity1h'edd11nAiNNhwkn60eenh,Me. Di Singe wA Di gal sff• DJei 4MW M13A15 3inor )JUM 4MIN' M13215 1allA•" muWessnm ac M33MU DDaw wuwnnvywM� dmmxmf leans xWn Dawe xua �Po mvY?ii'aueeov Iry pmnylW+k Tenon Mounting Slipfrtter** III 1 MVOLTdrrer,ehee ... w lire wlGg o -.m ty,MV (i H* s iI,im,M,2m. r2]].pel.a. ny when.rdedry wim bLyI DP.PibrmJ. 2 Net ewiledewilh hnO rBL50. 3 A6no ereili ea -parch e—,., eee AccevwresinbrmtlonelW x 1 s G lredred y per MCI C 136x1. 5 Ppuiee"$PA'm. w[iy.p[bn. Maibe.rderedeen,ii e,ax xcm•.deal.%..etl... F.raewlM2gle'meseaiN.i 6 5px'ifieae FOAM®en6led luminaire wrtFoiW dimmiy wpedlTy; PER miim eed. NNewieh6,t,30].r4WVAdd'IheiwaneM mluired fe,R=Vdepbymen[, ra 111�4@d]05. ] NNewileNewi1M131].r<BSJ B Siy N, REl on..1 2]]o3fi] whaq.p[bn. �ubk McQJF1 r Pr—ii Pln, da- wehieIn bn. 9 Pr..idea t,, he ai.g upehil'ey A -1k. ah, ne, m, he If ,Wim R AwilblewilM1 MVOVeMM. IgMagiree a ly NIA,iPER DGR.IOMG. 10 Pinere, a.eddin.relawucM1ed line. 11 Olmm'rg dmaseMek. MVOLT.ny. l'biewiledewilFOCP. 12 Re,,-6-neilFn,[,e,.raBN 13 6xl.:ea Lmil i,.i.beapxified witliPEP.P6.n. admd.M aFyed aeP..i. 'ne eem. e.. MENEZENE! N.mbaronwc.n.mhs. L[De Imnl Min Photometric Diagrams n, Nfe,hni efleeforths pNeIxtvitilftne Lgi Lumen Output �GEND In Lumen Ambient Temperature (LAT) Multipliers Lid,e�� aereM ec rde is oae°cnaaad.carni..1.i'r.w.n.n.mwir.rawas.amh�.nii.mp.rawrea s�°.�w,�w�i�ti:m�:re:`db,rd gvelbrm a m�1e:�n by g g ■v�r■■r�m ■r�■■■u•� cm.eiw.wuo.c.rmd.,.d oy perbrmerce Ill■■■■rill �■ �M,.Prewnlem. cry �11f■■■■(flrl ■ll!�■■■Il■ �mfi9veibrm MaMwn hae. ■r�ra-rriee [�■ - in - ■L'���lJ■ ■■�`J■a■ ■■CLLR■■ :_ OC ®WCE.®NEW 1oC ACCRM TT 303II6 ISbO] 3 0 3 II] 3LT 13M 165@ 3 0 3 1233 I6b05 3 e 3 12< 40C MINA But lAN 111 2 0 3 123 111 3 0 3 IM 15M I6,S a 0 2 n3 I6be a 0 2 IM Projected LED Lumen Maintenance 1F1M 16,710 2 0 3 125 111 2 e 3 125 dYrelerercn lFeertrep.Irted peil.rmam p.jx'ti.rml.rtlre C$%11ED KKpleibai RM 21,M 3 0 3 101 21,181 3 0 3 101 Ina2SCembbM, Feaed.n lo0.tl MuodLEOiea1'rg Denied prlE$N4 LM�Po88aid p.,4rbd perlEi WliMd111j. 13M AM 3 0 3 107 Elle 3 0 3 10] IMM 2W 11M AM 3 0 3 106 AIN 3 0 3 10] i.cal.rleY LLF, aetlrelurren main&ianwfttbrlFelcmrynMrb tlredeaied mmW dryere0rg h.vrbelw.F.r Mher lumen meimmmwlun,mMttt Ytloy. 15M AyI1 5 0 3 107 AM 5 0 3 IM MM AW 3 0 3 100 Ann 3 0 < IN o zs000 sop0o 1m000 ld ¢W ¢90 083 Electrical Load '. LIr"ANV/A one mh.nie way • collyela ceorgla W2 • Prone: 80lz]9.8041 • w,,,.,.hth—ate.., Cse1-LED L/G"rIlva CX122018Ac,Iryeandushilnymh Aldshierere.red- Re._1OMW18 MENEZENE! N.mbaronwc.n.mhs. L[De Imnl Min Photometric Diagrams n, Nfe,hni efleeforths pNeIxtvitilftne Lgi �GEND In ec r�i�■■rx�3 ■v�r■■r�m ■r�■■■u•� 1 In Ill■■■■rill �■ �11f■■■■(flrl ■ll!�■■■Il■ ' ■r�ra-rriee [�■ - ■ir��rr:■ - ■�r�rra■ - ■L'���lJ■ ■■�`J■a■ ■■CLLR■■ :_ '. LIr"ANV/A one mh.nie way • collyela ceorgla W2 • Prone: 80lz]9.8041 • w,,,.,.hth—ate.., Cse1-LED L/G"rIlva CX122018Ac,Iryeandushilnymh Aldshierere.red- Re._1OMW18 FEATURES & SPECIFICATIONS INTENDED USE Lh.C.,.mSed® LEE.— munal—Beal brd,edi wyl y,,pakng on, and sunoundl,g areastnatall for M1ighaadmmancg LED Ighung—nausional daylo, CONSTRUCTpN Sngleplecc do ad Loueing ma a unlqueflorvAM1mug, daslgn tnatallon btapLlmhed tnarmal .a gamont ..ugh convedite noohng. Ametlllc 5theton ofth, housing, prem ting debris bmIth- p We alloxing nalmal deaning of the mat sinln. Modular dtsign wsfor eofm and lWura ligntangina upgrades. The LEDdriv andeled ath mellylsolaled lmm the ll gntengmeW,eus.... g lougllk. Houshg lsmmplcmly-eled agai tm.—o and enn,onmental oontammanb. FINIS Eutedot loam am pmmded bya...Nnfused Super Dmabla TGIC themimet powdetma finish thatlo—des supcdot.... —mto —o—hand waalnedng A tightly eoutmlled—1—tage loom......... minimum 3 mils than—s for a finish mai m. wltndaud aaremc I,mate diangus without umunng o, p..Iing. OPTICS Pmdslon-mold.dau,y d.nses pmvlde Wimal IumlralrezF¢dng and Impmwd unllomdn_ Lenses am Indl to lh.-umhhoed to e-wa mnsldentoph-I alignment and dellvadng rep®eblephtom.n.pedoimanre. Dghtengln.anzullabla In dandeN qUN KpUCRILor EWnaodlal5NU K(y CRI)config,,a,,ne Tie CS%1 ha.eo upllgntand qualifies a a NlghU ma a yngouetd meaning ltl mnm.emwltF the LEER°and Groan Gleba mtada for iminatng watalul uplignt. ELEC UNSL Lightem... std6U M1igF�aMcagLEDSm anted to ma4lao uitbwrds to ire man dlssl Iooand adc a, pm pmmtalong lila 11 W,lAU M1nat4PC.LM Gas1aledmnlcddwr dmigredto na,eapoxa,ado,>90M, THo <21%, wan an aq+adad iva o.l mum noun Cityoy,tenure rda AyS1 EEEO5bla eurya pmtadion davlcg meapa minimum Gregory C Low Wantion IparAN51/IEEEC6d41 p. INSTALLRR)N Imeo,al am, moydes easy'malallat ax apola and naI,g,m and lava) Sacme nnadon witns4nd5 up to 3.UG v�brtion load rating par AJ51 C13531. The C9(1 utill— theAERIST. e5 pole dl pattern On, SPA and T`A,pl wallrmuntingbracketalw a'ail�la. Awil�la matarm adyta attesoryaccepls Fanzanbl rano 5 up to 43/B" O D. USTINGS CSA Gnifiedto U.SEWO.0 US. Reheat NQ. LigM1tenginesand luminairaara lPbS rated. U.S. P.lart NQ. DeszasD. us. Pxart NQ. Dess,su S. DasignLignb Cgnwrlium®LDLQ qualified product Notall ea—ha of lM1le pmdud m, ba DLCqualified. PlaaSecM1acklFa DLCOualified Pmduds LlStalwww.designligM1n erg b -Anm wniuh vaniora are qualified. WARMNTY See., limited waoann Complete wa,ann lame touted at www.amipbrands mmFustomerResoumesrterms_and_mndltioneaao. .. Actual pador nca may difle, ao a —.It of endow, an Lo a and ,pphoa All values m design o, typical alae. .mad and ,laboratory condition a 25 -C 5pacificaton55ubject tocnauge witno tntica. '. L/THL7H/A one umo.Ia way • Cooye,5, Georgle 30012 • Phoma: wozyvwm •,..,,v,.om..ia CSxvLEU L/GHT/HG. ®m122Q1eActna,and Lyhtm,me Al,ightareaaved. Rev.1a3a1e CSX1 LED LED Area Luminaire f7LC Specifications _:7V7 OJ fF � EPA: M oma 23-1/2" � Length: i L (.114 Square par 8- /2" HS Width: wnarg (mid H �T 5-77/8" Per Our Height (."o i W Weight 37 lax mean, (max): near alepru' n«rapaGelgtiweirtliomi ...., bydisrdwbx4graurd. "'.S CSX1-LED-60C-700-40K-T4M-MVOLT-SPA-HS-DDBXD POLE MOUNT W naWe, mw,.a.1th,M.m..,l1111-111i,m m 4M• Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands'specifcation for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAM®2 or XPoini Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit wuaw.acuitvbrands.com/aolus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam: Link to DTL DLL • • - EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD LSXILED WC 01 Ln 60( 60 700 711) mA MIA 40DOK RM iype 11 Al LEO: IWO 1WOmA SPA SWOK IN Typelll 130' (1 AI Tel Type lV 208w TSM TypeV 240'z THM Forward 177' throw 347 "V '. uYWAY.4 sl Shipped included SPA Square pole mmnarg RPA R4nrd par man, WBA Wall under shppeaseparatalr' SPOMM Square par mntm(mderdsepaar,ly)' HS beeke4neebidd= wnarg SIelrise (110,1D,34M' adap[a' RPOMM Per Our Dud mirchiup+1^ uareeral BI-kall enured dim miy mm mal mean, "au" alepru' KMAe OOAX00 uanam 11 111 n u % hada di, AS vA hhhl' Shipped hall PER NPAADvistrakeuphdem, naurdrs) 0CR oimmabeaNmutmllabkvia IhAM`(mmntmlf' DMG aliedlmmun ire: prielouside Trona (hrnre wlman cker al mntm(mderdsepaar,ly)' HS beeke4neebidd= SF SIelrise (110,1D,34M' OF Double fiee(iW, 140, 4Wh' DS Dud mirchiup+1^ BBB BI-kall enured dim miy mm mal "au" ALSO Bi-kwll enured dim miy mminal 11 111 n Shgpeduparatdr' % Vardelguxd AS Bil"turnntspikes Goe W6oma way • Conyers Ga is WO12 • Plwne: WO1i9 On . wwt1ho acorn ®2112-2018 AUW Byers Llghtl, I nc AI fights name - DDBXD Dark hens 011111) park ONAXO n malum Dul Whir, 1)1)111X1) actueaddad bmne DBIBXD acturrdblxk DMIND Tetradrall alumnae DVOPQD Tawmdwhlr, csxl-LEo Ray. 10MW18 Ordering Information - ,emplalereT. arola ro'l. I =1 snare a Angie drRiry Nesm"ne AMS'efmy. Sanity1h'edd11nAiNNhwkn60eenh,Me. Di Singe wA Di gal sff• DJei 4MW M13A15 3inor )JUM 4MIN' M13215 1allA•" muWessnm ac M33MU DDaw wuwnnvywM� dmmxmf leans xWn Dawe xua �Po mvY?ii'aueeov Iry pmnylW+k Tenon Mounting Slipfrtter** III 1 MVOLTdrrer,ehee ... w lire wlGg o -.m ty,MV (i H* s iI,im,M,2m. r2]].pel.a. ny when.rdedry wim bLyI DP.PibrmJ. 2 Net ewiledewilh hnO rBL50. 3 A6no ereili ea -parch e—,., eee AccevwresinbrmtlonelW x 1 s G lredred y per MCI C 136x1. 5 Ppuiee"$PA'm. w[iy.p[bn. Maibe.rderedeen,ii e,ax xcm•.deal.%..etl... F.raewlM2gle'meseaiN.i 6 5px'ifieae FOAM®en6led luminaire wrtFoiW dimmiy wpedlTy; PER miim eed. NNewieh6,t,30].r4WVAdd'IheiwaneM mluired fe,R=Vdepbymen[, ra 111�4@d]05. ] NNewileNewi1M131].r<BSJ B Siy N, REl on..1 2]]o3fi] whaq.p[bn. �ubk McQJF1 r Pr—ii Pln, da- wehieIn bn. 9 Pr..idea t,, he ai.g upehil'ey A -1k. ah, ne, m, he If ,Wim R AwilblewilM1 MVOVeMM. IgMagiree a ly NIA,iPER DGR.IOMG. 10 Pinere, a.eddin.relawucM1ed line. 11 Olmm'rg dmaseMek. MVOLT.ny. l'biewiledewilFOCP. 12 Re,,-6-neilFn,[,e,.raBN 13 6xl.:ea Lmil i,.i.beapxified witliPEP.P6.n. admd.M aFyed aeP..i. 'ne eem. e.. n@RL510 flolml-4LMpid100]3M' nu...... [enm aseetnelaAP• Photometric funs Swim 5ae.emh p N OSMASOXO 5�oningap" .O Mmo n eniZ.oit, Ytte,afiapw �GEND F NMOP00@ON hed,id,,—ldeunlrme— B 1ig .,i lieneemil u Gx1M50m di 111111612 Y,ddi Vn6algwEar¢vury a OYIV60 6XIii 0 OiA-finmemgle,a®eoy is oae°cnaaad.carni..1.i'r.w.n.n.mwir.rawas.amh�.nii.mp.rawrea s�°.�w,�w�i�ti:m�:re:`db,rd gvelbrm =1 snare a Angie drRiry Nesm"ne AMS'efmy. Sanity1h'edd11nAiNNhwkn60eenh,Me. Di Singe wA Di gal sff• DJei 4MW M13A15 3inor )JUM 4MIN' M13215 1allA•" muWessnm ac M33MU DDaw wuwnnvywM� dmmxmf leans xWn Dawe xua �Po mvY?ii'aueeov Iry pmnylW+k Tenon Mounting Slipfrtter** III 1 MVOLTdrrer,ehee ... w lire wlGg o -.m ty,MV (i H* s iI,im,M,2m. r2]].pel.a. ny when.rdedry wim bLyI DP.PibrmJ. 2 Net ewiledewilh hnO rBL50. 3 A6no ereili ea -parch e—,., eee AccevwresinbrmtlonelW x 1 s G lredred y per MCI C 136x1. 5 Ppuiee"$PA'm. w[iy.p[bn. Maibe.rderedeen,ii e,ax xcm•.deal.%..etl... F.raewlM2gle'meseaiN.i 6 5px'ifieae FOAM®en6led luminaire wrtFoiW dimmiy wpedlTy; PER miim eed. NNewieh6,t,30].r4WVAdd'IheiwaneM mluired fe,R=Vdepbymen[, ra 111�4@d]05. ] NNewileNewi1M131].r<BSJ B Siy N, REl on..1 2]]o3fi] whaq.p[bn. �ubk McQJF1 r Pr—ii Pln, da- wehieIn bn. 9 Pr..idea t,, he ai.g upehil'ey A -1k. ah, ne, m, he If ,Wim R AwilblewilM1 MVOVeMM. IgMagiree a ly NIA,iPER DGR.IOMG. 10 Pinere, a.eddin.relawucM1ed line. 11 Olmm'rg dmaseMek. MVOLT.ny. l'biewiledewilFOCP. 12 Re,,-6-neilFn,[,e,.raBN 13 6xl.:ea Lmil i,.i.beapxified witliPEP.P6.n. admd.M aFyed aeP..i. 'ne eem. e.. MENEZENE! N.mbaronwc.n.mhs. L[De Imnl Min Photometric Diagrams n, Nfe,hni efleeforths pNeIxtvitilftne Lgi Lumen Output �GEND In Lumen Ambient Temperature (LAT) Multipliers Lid,e�� aereM ec rde is oae°cnaaad.carni..1.i'r.w.n.n.mwir.rawas.amh�.nii.mp.rawrea s�°.�w,�w�i�ti:m�:re:`db,rd gvelbrm a m�1e:�n by g g ■v�r■■r�m ■r�■■■u•� cm.eiw.wuo.c.rmd.,.d oy perbrmerce Ill■■■■rill �■ �M,.Prewnlem. cry �11f■■■■(flrl ■ll!�■■■Il■ �mfi9veibrm MaMwn hae. ■r�ra-rriee [�■ - in - ■L'���lJ■ ■■�`J■a■ ■■CLLR■■ :_ OC ®WCE.®NEW 1oC ACCRM TT 303II6 ISbO] 3 0 3 II] 3LT 13M 165@ 3 0 3 1233 I6b05 3 e 3 12< 40C MINA But lAN 111 2 0 3 123 111 3 0 3 IM 15M I6,S a 0 2 n3 I6be a 0 2 IM Projected LED Lumen Maintenance 1F1M 16,710 2 0 3 125 111 2 e 3 125 dYrelerercn lFeertrep.Irted peil.rmam p.jx'ti.rml.rtlre C$%11ED KKpleibai RM 21,M 3 0 3 101 21,181 3 0 3 101 Ina2SCembbM, Feaed.n lo0.tl MuodLEOiea1'rg Denied prlE$N4 LM�Po88aid p.,4rbd perlEi WliMd111j. 13M AM 3 0 3 107 Elle 3 0 3 10] IMM 2W 11M AM 3 0 3 106 AIN 3 0 3 10] i.cal.rleY LLF, aetlrelurren main&ianwfttbrlFelcmrynMrb tlredeaied mmW dryere0rg h.vrbelw.F.r Mher lumen meimmmwlun,mMttt Ytloy. 15M AyI1 5 0 3 107 AM 5 0 3 IM MM AW 3 0 3 100 Ann 3 0 < IN o zs000 sop0o 1m000 ld ¢W ¢90 083 Electrical Load '. LIr"ANV/A one mh.nie way • collyela ceorgla W2 • Prone: 80lz]9.8041 • w,,,.,.hth—ate.., Cse1-LED L/G"rIlva CX122018Ac,Iryeandushilnymh Aldshierere.red- Re._1OMW18 MENEZENE! N.mbaronwc.n.mhs. L[De Imnl Min Photometric Diagrams n, Nfe,hni efleeforths pNeIxtvitilftne Lgi �GEND In ec r�i�■■rx�3 ■v�r■■r�m ■r�■■■u•� 1 In Ill■■■■rill �■ �11f■■■■(flrl ■ll!�■■■Il■ ' ■r�ra-rriee [�■ - ■ir��rr:■ - ■�r�rra■ - ■L'���lJ■ ■■�`J■a■ ■■CLLR■■ :_ '. LIr"ANV/A one mh.nie way • collyela ceorgla W2 • Prone: 80lz]9.8041 • w,,,.,.hth—ate.., Cse1-LED L/G"rIlva CX122018Ac,Iryeandushilnymh Aldshierere.red- Re._1OMW18 FEATURES & SPECIFICATIONS INTENDED USE Lh.C.,.mSed® LEE.— munal—Beal brd,edi wyl y,,pakng on, and sunoundl,g areastnatall for M1ighaadmmancg LED Ighung—nausional daylo, CONSTRUCTpN Sngleplecc do ad Loueing ma a unlqueflorvAM1mug, daslgn tnatallon btapLlmhed tnarmal .a gamont ..ugh convedite noohng. Ametlllc 5theton ofth, housing, prem ting debris bmIth- p We alloxing nalmal deaning of the mat sinln. Modular dtsign wsfor eofm and lWura ligntangina upgrades. The LEDdriv andeled ath mellylsolaled lmm the ll gntengmeW,eus.... g lougllk. Houshg lsmmplcmly-eled agai tm.—o and enn,onmental oontammanb. FINIS Eutedot loam am pmmded bya...Nnfused Super Dmabla TGIC themimet powdetma finish thatlo—des supcdot.... —mto —o—hand waalnedng A tightly eoutmlled—1—tage loom......... minimum 3 mils than—s for a finish mai m. wltndaud aaremc I,mate diangus without umunng o, p..Iing. OPTICS Pmdslon-mold.dau,y d.nses pmvlde Wimal IumlralrezF¢dng and Impmwd unllomdn_ Lenses am Indl to lh.-umhhoed to e-wa mnsldentoph-I alignment and dellvadng rep®eblephtom.n.pedoimanre. Dghtengln.anzullabla In dandeN qUN KpUCRILor EWnaodlal5NU K(y CRI)config,,a,,ne Tie CS%1 ha.eo upllgntand qualifies a a NlghU ma a yngouetd meaning ltl mnm.emwltF the LEER°and Groan Gleba mtada for iminatng watalul uplignt. ELEC UNSL Lightem... std6U M1igF�aMcagLEDSm anted to ma4lao uitbwrds to ire man dlssl Iooand adc a, pm pmmtalong lila 11 W,lAU M1nat4PC.LM Gas1aledmnlcddwr dmigredto na,eapoxa,ado,>90M, THo <21%, wan an aq+adad iva o.l mum noun Cityoy,tenure rda AyS1 EEEO5bla eurya pmtadion davlcg meapa minimum Gregory C Low Wantion IparAN51/IEEEC6d41 p. INSTALLRR)N Imeo,al am, moydes easy'malallat ax apola and naI,g,m and lava) Sacme nnadon witns4nd5 up to 3.UG v�brtion load rating par AJ51 C13531. The C9(1 utill— theAERIST. e5 pole dl pattern On, SPA and T`A,pl wallrmuntingbracketalw a'ail�la. Awil�la matarm adyta attesoryaccepls Fanzanbl rano 5 up to 43/B" O D. USTINGS CSA Gnifiedto U.SEWO.0 US. Reheat NQ. LigM1tenginesand luminairaara lPbS rated. U.S. P.lart NQ. DeszasD. us. Pxart NQ. Dess,su S. DasignLignb Cgnwrlium®LDLQ qualified product Notall ea—ha of lM1le pmdud m, ba DLCqualified. PlaaSecM1acklFa DLCOualified Pmduds LlStalwww.designligM1n erg b -Anm wniuh vaniora are qualified. WARMNTY See., limited waoann Complete wa,ann lame touted at www.amipbrands mmFustomerResoumesrterms_and_mndltioneaao. .. Actual pador nca may difle, ao a —.It of endow, an Lo a and ,pphoa All values m design o, typical alae. .mad and ,laboratory condition a 25 -C 5pacificaton55ubject tocnauge witno tntica. '. L/THL7H/A one umo.Ia way • Cooye,5, Georgle 30012 • Phoma: wozyvwm •,..,,v,.om..ia CSxvLEU L/GHT/HG. ®m122Q1eActna,and Lyhtm,me Al,ightareaaved. Rev.1a3a1e IA L/THON/A L/GHniva- FEATURES & SPECIFICATIONS WENDED OSE— plot for use in aasIcations where mery energy efidem fimores are dminse.Typbl a as aures ldruee Parks, graq ,anncled, tmesporadam, schme, bbsy aid storage and Menor retau enrirnnel where mmehre or dust Is a aneem. POlyramonale corinmre portals nature while remaining easy t0 wake ad dean. Certain airborne contaminants can diminish the integrity Of acrylic ands pdycmmnates. Oil here for Acryl'ePolwarbomts Comoatib'I'tr tabic for suitable lues. CONSTRKTION—V stabiliwar,Injm'mm-mdded'mpap-resbmm, firested pdynmOnale mini, with contmaanpoured In place dmsedall geler a gargesped channd and channel corer. Aluminum sheet metal mad plate for thermal conduction and shrimp. (aptes,, tamper-resistant, p lyarbonate arms, standard ( 1i Atamper -esiffim screws included). Stzldess All latches also mailable. Extrudes, allows brappwiimateq 4% up light OPTICS— wapablized, iniectian-molded, impactmystam,clear fiansparem and forted, polyamompre ImswAsestheicrmeAau(bol thick). helm s aluminum refiepnr ped mamiece wide dl9oibminn. ELECTRICAL— IAlllzes highnrtput LEDs integrated on a W layer circuit boaN, ensuring cool -running a Klmn. zmndare OlW dlmming.Imegml6kV/3NA s ge protMion, pined in as name to IEEE/ANSI ffind th>188mfi0000M1 ( hap page3) INSTALWTIOX Studes, steel surface mountb ke6 standard(2'morrabolormforcelingor smpendedmouM.AryofsUinlt&lmouMingooiilable}mxmouMiNaMmouMing bracket fpe pM1 orc,ift able (d pss dap.0menal stabless steelV marks aculablefor chan morging(M1' t inclumm.z fadad pry on each endand antop Fohall angivertical mounding on a war, appliance must be under a opposed ceiling and ONE option recommended. 1/2 3/f all wall mouthed the pmdupwill be raped fords, location only. LISTINGS—CSG Certified to OLani UL standards. For use In amblemtempealures rangimgf gm -MF (-291to 1047(40T7. VAP LED Is wet loatian listed for mrered ceiling appliWiom. I P6S and U66 raped. VAP LED IS NSE Splash Zane rated when sspemded orceiling mouthed. When wall mourned thepmdap wil he raped far Damp laatian only. DesignLghrc(mmsortal (DLC)gml&M pmbap. Not all versbmofth'e confirm maybe confirm which wDmLionscantonal. e medphe 01COualified Prndwrc L'¢papwwwrW.'vml'n6rcnm/lupi m WARURY—Symrl'nmedwammry.Complete warram bermalowtedaC ammtrame:.snm/EmpnmwRe:nrr<e:rterm: and cone umposem For mdaoed Rough Service Produchs), Acuity warwmps that for the IXemlme of the prodwp(s), the pumpea mnmlmsamenorphe a ughmemmWamWdmmwdh aningthe .g im em malpkysiwl amxamdmutmMs ing(the"RmugRi ourc W gimps'andmwndithegphewn&I'emedmlmixpfmh awwwampw and: amrcr:mine bthnr ce-,rtwmrs and and �nm Nm«Actual performance mayeinwm newth ltofend-meovim remadumbration. and Al l an Inc, es are design OF tYpial vage%comed northlabosatory coneflbmat 25 Y. Specifiationssubjedmchaogewflhmpomke. W, Number VAP-6000LM-PCLWD-MVOLT-OZm0-40K-ROCRT N. UNDER CANOPY Tom TA Rough Service Fixture PRCHWPY" PASSAGE' ^ VAP L E D CEILING/ SUSPEND MOUNT SpthfimAnm Aare Lenglh:543/4(139.1) 110.51 Wath:8-1/4121 A) Depth:41/8(10.1) L 214) Well 1351m. 15.9 g) At concerns. Swan birkeslmreoee d) Waalerxeemed 'M* Capable Luminaire The item a an A+capabk luminaire, which has been designed and tested ro pomade mndisteld mbr appearance and outof-the-box control compatibility with simple mmmbssbning. All mnfiguratbnsof the luminaire meetthe Acuity Brands'speciicationfor chromaticconsitency This luminaire is partof an A+Certified solution for nLghP or %Pond^ Pdreless control networks marked trya shaded background' To learn moreaboul 0eitwww.acuMbrands.churn us. "Seeordedngtreefadetails INDUSTRIAL VAP LED VAP Linear Rough Service, LED ® Mois"DenemsiMiand by Ahimlmbodgrourd. "'®" Aaawdm:ONamsepmarewWgwmba. (SM1ipsntpwaaly) Example: VAP4000LM EST MD MVOLTGZ1040K 80CRI VAP "Pon 0ul[kmruttrtlFgaMa ...... W... rQatpn ISI T.. Tax T3n..a-aw uss wiAMe p Series Nannallumem Dilkuser remomsamvngxmx yarpa Diarinufian Vnitpe hirer Colortemperature CRI VAP 4000N 4,0001umens FST Frosted polymrbonate lens MD Medium MVOLT IN/2771 210 0-IOVdimmiq 30K 3000K 80(RI 80(RI MOON 6,000 cmens PCL Clempotrgrbaatelenn WD Witle 120 INV 35K 35WN 90(FI 90(FI MOON RON loodi 2P P7V 40K 400071 INOO M 11,000looddi HVOLT 357/480V SON SOOON 19D001M 15AOO 1umer"'s 347 RN 480 480V Upton. 91 Bodine• emegenry LED battery past fm -20X and did SRL StaooSSOed tampenesotant In endwlContmk'N' (Amide?) Nommnpl'unt"i onbes i.. WHONWL Lnwhougho W'mtegrahmtonsensm,wet E15W(P Emergenrybetterypttk,15W mnstantpvxer, QMB Quik-ndrodueil'mgbrttht batlon On/Cloperat'wn (enified in(ATO1,20MAMBS"i (MR Cham-muhntsapennia bracket W1102BML Lnxmount3W'mtegralmmonsensm,rret WLF Wet Vandal Qwoeutheard,Inpyn OR 3oatlon basnap-boasted brntan,HlgNLnxoperatialllevee WLFIN Wet Vratidal(two 'mboalell a Lensselety Ary "'i MSIIONWLDSCNWL Lowmnun1360lasgralmotionsemogvret WLFEND Wet l f nfin O neend) DL Damp baton bmton,Oo/OflOperat on for ma'onsennog, WLFEND2 Wet l fonfinog (botM1endSs10" AGTD Bound, ", %vont W'neosxa werr de Oil daylight (S89 6 whltemrd,l6/3,nopog,wetlnsatian de'ie1dn (588 6 Brad Ha«isOn16/3rmdendsnagMbladepill IF Sllglefuse(IN 2P, 3471) XAD %Po'mPwheossmnnollmp-tOVd'mimilgw° (588L12 12'Brad Ha«icon l6/3aNaN magMbladepogseP " DF Dwb1efuse(2m,240,480W A15110XAWL10MDSCXAWL %Po'mPwheoss'mngralmaonsenwn On/Ofl ''i.. operatonfor maionsensog, wenide0fldue SPD Suryepmtxt'wn dwien mde llgM1N nbodi 11111i RSBORN might AIRgeneratchn 2 Man 360 now mount ''. Irwt'wn SPanrrdu I�4)7/ON/il LINO' gents I Notanxiolwan BruVO antra [on 2 Wknund wlM1GD, loci and 480, maximumarNntteryaaYre153iC 3 NotrvelalkiwiIM1E15W(¢ 4 Nchavelahlewilh HPoLT, 347and4B0. 5 Maxim an amhlenthmperrture34(. 6 Not—dahlewnh XR-muption,. 1 Notareiemewim Sun mtheSRDl:mmxdwinbplim. B Medgediyw1h3e. 9 Minimum amhienttemperrture iol Dole IDmrt(IunLMaainw rondo, leghi5l5X. 10 Dtilh SlB"long NPTthrumear. n Noturessuewm,xad,wmaaturcurmopuom. 13 HxWressM1ipwi[M1hIaA4-mndamrtordswM1en 9320apga6artadeel. 14 ITua3whh Blmossa 1200tl.Mor1W001M,mixlmummtlmite¢erdNrtb35Y 14 Fotarihni-ch nide [o IDkV 15 Nquirms Cat(cha m meud mraa l)under,-oNerMffaS(dnt 16 8equira('dandinmoun[hrx HC36iw. 11 far51aNe551e9,51reri1Y5151w.N(b5151. MAP LED INDNSTRWL One Lithenin Way, Canyers, GA30012 Pllone:800-705-SERV(7378) wxw.INhnne.mm 02012-201 Dialects Lighting, Inc All rights reserved. Re.. 11/15/2019 Aaawdm:ONamsepmarewWgwmba. (SM1ipsntpwaaly) an".I Sm ixemangourch Rm Twin It Low bass ducadas Tax 120 Thi "Pon 0ul[kmruttrtlFgaMa ...... W... rQatpn ISI T.. Tax T3n..a-aw uss wiAMe p ."M. gyrmuMhdtt remomsamvngxmx yarpa .P. no. . mp hxkt X[36 WYehmk.36schi etm I�4)7/ON/il LINO' gents I Notanxiolwan BruVO antra [on 2 Wknund wlM1GD, loci and 480, maximumarNntteryaaYre153iC 3 NotrvelalkiwiIM1E15W(¢ 4 Nchavelahlewilh HPoLT, 347and4B0. 5 Maxim an amhlenthmperrture34(. 6 Not—dahlewnh XR-muption,. 1 Notareiemewim Sun mtheSRDl:mmxdwinbplim. B Medgediyw1h3e. 9 Minimum amhienttemperrture iol Dole IDmrt(IunLMaainw rondo, leghi5l5X. 10 Dtilh SlB"long NPTthrumear. n Noturessuewm,xad,wmaaturcurmopuom. 13 HxWressM1ipwi[M1hIaA4-mndamrtordswM1en 9320apga6artadeel. 14 ITua3whh Blmossa 1200tl.Mor1W001M,mixlmummtlmite¢erdNrtb35Y 14 Fotarihni-ch nide [o IDkV 15 Nquirms Cat(cha m meud mraa l)under,-oNerMffaS(dnt 16 8equira('dandinmoun[hrx HC36iw. 11 far51aNe551e9,51reri1Y5151w.N(b5151. MAP LED INDNSTRWL One Lithenin Way, Canyers, GA30012 Pllone:800-705-SERV(7378) wxw.INhnne.mm 02012-201 Dialects Lighting, Inc All rights reserved. Re.. 11/15/2019 YAP Linear Rough Service, LED DIMENSIONS Alldlmensionsaseshown'm'mches (centinnters)unbssmhnwkenotM. (. ® ® �, Specifications subject to,knge wahoutnmbe. (sere ui'sa 11 4/11 Ce��1111��1111� �� MOUNTING ACCESSORIES Ac 'AN O4 J J VVV CMB - chain 15B -Junction Box QMB- Quick -Mount SMB- Surface Mount Brackets Mounting Brackets Mounting Bracket Mounting Brackets (ship with fixture as standard) Lumen Mantenanu@25C Operating Man 0 10,000 20,000 25,000 ARCRWAW PASSAGE" LED specification MMria 50,000 0,000 75,000 100,000 4000LM 1 Initialdeliveredlumem@OOCRI 09]3 0969 0962 Initial delivered lumens@90CM 095 0935 0919 Nominal Distribution 0.912 with deo rpalycarbamtelenz ,951 1950 withfruted palyurbonate lens 0.923 Wattage Comparable source lumens 1 0.962 0.941 0.94 0.925 0.903 0.889 0.868 @120V 120001M 1 0.910 30C 35C BOB SOC 30C 35C BOB I SOC 15000111 1 0.969 MD 4295 4446 4517 9647 3695 3111 3881 3998 MOON 2-hmp32Wie, 1-hmp54WIS,IINl XID WD 9208 4351 9426 4553 3623 3150 3810 3919 MD 6013 6226 6325 6506 5114 5351 5443 55% DOWN 49 3-Iamp32Wi8,2-IDmp54Wi5, 100WXID WD 5892 6100 6198 6315 504 5251 5335 5488 MD 8348 8643 8181 903E 1183 1431 1556 1112 MOON a 46,3Nl38,2-6,545035, 150WXID BOB 8180 849 8604 8850 7092 12% 1401 1618 MD 11192 12156 12350 1403 10103 1040 10621 10931 12060111 99 6-Iamp32W3,3-Iamp54WT5,250V HID WD 11505 11911 12101 12941 9904 1@54 10411 10115 MD 14519 15031 15211 15208 12493 IBM 1314 13516 15060LM 115 6 -lamp 3Nl ie, 41amp54W i5, 25INl HID Wp 14226 14128 19963 15391 1446 12670 12881 13249 Lumen Mantenanu@25C Operating Man 0 10,000 20,000 25,000 35,000 50,000 0,000 75,000 100,000 4000LM 1 0980 09]3 0969 0962 0952 095 0935 0919 MEN 1 0.912 1962 ,951 1950 0.933 0.923 1909 0.886 BMW 1 0.962 0.941 0.94 0.925 0.903 0.889 0.868 0834 120001M 1 0.910 0.960 0.952 0.94 0.94 0.910 0.900 0865 15000111 1 0.969 1956 0.949 0.936 0.911 0.905 ,886 0851 IAL/fYfON/A UONfYNP VAP LED IMMIX: One Lithan[a Way, (anyers, CA 30012 Phone: 8O(o7O5-SERV (1318) www.IBhOne.mm ®2012-2019 Acuity Branch Light ng, Inc All rights reserved. Rev. 11/15/2019 VAP Linear Rough Service, LED OPTIONS AND ACCESSORIES The WV12 Sesesfixtur, Mersnumemusoptiunsfm almost eimyelecneal and optical component,'mdud'mg a bng let decal arreswles. rSBOR/SBOR - Figiture Mount Sensor (wererwsensorsench.mmf)rad fitional information) • 360"coverage • On/Offdim • Photoeelloptioral • IP66 rated • Photocell and 01OVDC dimming options. Naturesensarnamendamre WOR/SrORsensarnanendmure For shortest leadtimes use one not he fol coving SMR configurations NLTAIR2 RSBORD RSBOR 10 EM WH TO MSIDNWL SNRIOOUE94WH Z1102BML SBORMORDER403Y M5110NWL wNWL SBOR 10 ON P EB4WH COVERAGE PATTERNS PARKING GARAGE / LOW MOUNT APPLICATIONS In general, the SON 10 is recommended for 8-15 ft (2.44-4.57 m) mounting and provides a coverage area adios for making motion of greater than 2x the mounting height. The SBOR 10 ODP Is ideal for parking garage and low pole mourn applications. When mounted 10ft high, foremmple, on a Income in a parking garage, the sensors coverage for walking motion extends out 30 it in a 360- pattern. This closely coal the lighting drAribntion of atypical parking garage Iumimire.When mounted toalight pole, forexample, ina parking lotoralong a path, thesenmr provides 270° ofcoverage)90° is blocked by the pole). None, walking askew tosenmrtypialfy results in earlierdenectgn than walkingdirectly atsenmr. (overage Pattern of lo. Knua Lem Opbon (SBOR 10) SITE & AREA LIGHTING / HIGH MOUNT APPLICATIONS The SBOR 6 is intended f)rhigher pole mountapplications, ,vices HCH View between 15-30 it (457-9.14 m), and purl a coverage area radius forwalking motion of 15-20 it )457-6.10 nut When mouaedtoapolethesemorpmvioes270°ofcoverage)90°is biocked by the pole). S 40 A Coverage Pattern of High dount lens Option)S90R6) IALdfY✓omwi mamm 0' VAP LED INDDSTBWL One LLhdnld Way,(anyes,6AMD12 Phone:800-705-SERV(7378) www.INhuxa.mm 02012-2019ARmity Brands Lighting, Inc All rights reserved. Rev.11/15/2019 SIDEVIEW MPVIM 4. loo -.10000 (overage Pattern of lo. Knua Lem Opbon (SBOR 10) SITE & AREA LIGHTING / HIGH MOUNT APPLICATIONS The SBOR 6 is intended f)rhigher pole mountapplications, ,vices HCH View between 15-30 it (457-9.14 m), and purl a coverage area radius forwalking motion of 15-20 it )457-6.10 nut When mouaedtoapolethesemorpmvioes270°ofcoverage)90°is biocked by the pole). S 40 A Coverage Pattern of High dount lens Option)S90R6) IALdfY✓omwi mamm 0' VAP LED INDDSTBWL One LLhdnld Way,(anyes,6AMD12 Phone:800-705-SERV(7378) www.INhuxa.mm 02012-2019ARmity Brands Lighting, Inc All rights reserved. Rev.11/15/2019