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HomeMy WebLinkAboutPacket, Pre PLANNER 10/14/2021Pre -Submittal Meeting Development and Public Works Department Reem 61 PRE -SUBMITTAL MEETING DATE: Friday, October 29, 2021 10:00 a.m. - 11:00 a.m. DPW Genferenee Room 616 Pre -Submittal (Site Plan Review) #811 -21 -000275 -PRE 811-21-000041-PROJ Cameron Fultz Assessor's Map: 17-03-25-31 TL: 2700, 2800, 3100 Address: 1570 Mohawk Blvd. Existing Use: commercial building with drive thru Applicant has submitted plans to redevelop site for restaurant with drive through Planner: Drew Larson Meeting: Friday, October 29, 2021 10:00 — 11:00 via MS Teams SITE VICINITY MAP 811 -21 -000275 -PRE Pre -Submittal Meeting 17-03-25-31 TL 2700, 2800 & 3100 1570 Mohawk Blvd Cameron Fultz N City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINGFIELD W 0#/ Type (Applicant. dieck Site Plan Review Pre -Submittal: x❑ Major Site Plan Modification Pre-SubmittalApplication , ❑ Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑ Required Project Information (Applicant. complete this section) Applicant Name:Cameron Fultz Phone: 206-782-2911 Company: CB Anderson Architect Email: cam@cba-arch.com Address: 7209 Greenwood Ave N, Seattle WA 98103 Applicant's Rep.: Mike Shields Phone: 541-338-9488 Company: Johnson Broderick Engineering Email: mike@ibe.us.com Address: 325 W 13th Ave, Eugene OR 97401-3402 Property Owner: JCK ENTERPRISES, LLC Phone: Company: Email: Address: 875 Country Club Road, Eugene, OR 97401 ASSESSOR'S MAP NO: 17-03-25-31 TAX LOT NOS : -02700,-02800,-03100 Property Address: 1570 Mohawk Blvd, Springfield, OR of Property: 32,507 Acres ❑ Square Feet PropoISize Dwelih o No. of 0 Proposed Name of Project: Dave's Hot Chicken Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Redevelopment of existing commercial site Existing Use: Mixed use commercial (Bank with drive-through, commercial services) New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf Si natures: Please sign and Drint Mour name and date in the acicirociriate Required Project Information (City Intake Staff., Associated Applications: box on the next gaqe.j complete this section) Signs: Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $ TOTAL FEES: $ PROJECT NUMBER: Revised 1/7/14 Id 1 of 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 below this b'sefdled 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 outby the City andReturned m the Aaabeand (At a nurumuan, all boxes checked by the City on the front and backoftlus sheet shall be subnutted or on application to be coaWletefor subnuttal, afthough other requirements n be recess 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 Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been signed in the spare provickel 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 stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by vegetated methods. ❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormrmer 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 Stomrmvater Management Manual (Sec2A.1). ❑ ❑ If a stormrmer 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 Stomrmvater Management Manual. ❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM. All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. ❑ n Design of Stoma 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 50,000 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 stoma pipes shall be designed to Other/Miscethmeous ❑ Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site ❑ A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. drains. ❑ Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event Private stommwater easements shall be clearly depicted on plans when private stommater 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 ❑ 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). ❑ ❑ Elevations of the HGL and flow lines for both city and private systems where applicable. ❑ n Design of Stoma 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 50,000 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 stoma pipes shall be designed to Other/Miscethmeous ❑ Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. ❑ Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to another. ❑ 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: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation. ❑ Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. *Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady. * 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 stommater study and plan set. Signature Date Form Version 5: June 2015 CB ANDERSON ARCHITECT Date: 27 September 2021 To: City of Springfield, Oregon 33 Re: TYPE II SITE PLAN NARRATIVE FOR: Site Address: 1570 Mohawk Blvd, Springfield OR PROJECT NARRATIVE Project Scope: The redevelopment of a site from a commercial structure with a drive through (bank) to a restaurant with a drive-through. The site is situated near and across the street from other buildings of its same type. The site directly abuts six other properties, four of which are zoned low density residential, one is community commercial, and the other is mixed use commercial. Site design has paid close attention to where the drive -up ordering posts are located, and we are mitigating that potential noise with a 6' high concrete masonry unit (cmu) fence. These cmus are well suited for blocking sound. We will also be texturing these blocks and varying their color in a visually pleasing manner. Site design has also paid close attention to the drive-through's direction at pay and pick up windows with respect to Mohawk Blvd. We are proposing a 3' high wall in this area along with landscaping. That 3' wall is intended to look and feel like the building. We have looked at numerous schemes, and in the prior DIM meeting, I believe we agreed that this orientation nowfurther progressed was the most feasible. We understand that 1 % of our building cost needs to go towards a public art statement. We are proposing a location and suggesting an artwork approach that would provide maximum visibility and opportunity for public enjoyment. It is on the corner of an intersection and near a bus stop. As suggested in G200, the artistic goal would be to weave together a variety of colored and textured ribbons of sidewalk, each representing different voices in the community. Some sidewalk strands might have rocks in them, or another embedded colored glass, or another slices of local rock set in like pavers, another tinted, another with embedded impressions, another with tiles fragments and mosaic pieces, and so forth. Peak staffing, during meal times, is expected to be between 8 to 10 persons. Between peak times, staffing is typically 6 or less persons. 208782-2911 7209 Gr mx Ave N F: 208.782-%24 Seattle WA98103 r------'-® °—" �'------� OLYMPIC STREET I � �w W N / ROOFED ENCLOSURE, 6' TEXTURED CONCRETE MASONRY UNIT WALL 6' HIGH TEXTURED CONCRETE MASONRY UNIT WALL DRIVE-THROUGH ORDER POST. - it EXISTING DRIVEWAYS TO / REMAIN PUBLIC ART: CONCEPT: A CITY WALK OF INTERWEAVING RIBBONS OF PAVEMENT IN VARIOUS COLORS ANDTEXTURES. / SOME COLORED COLIC d EMBEDDED WITH / PREDOMINATE GLASS / COLORS, OR ROCK TYPES, DAV E'S HOT WOOD GRAIN PATTERNED, CHICKEN SOME PAVERS LIKE CUT 2915 SFRIVER ROCK SHOWING THE INSIDES, AND SO ON. , / 1 FOOD PICKUP WINDOW `PAY WINDOW , / 4 N OJ , b� REDEVELOPMENT ARCHITECTURAL SITE PLAN 1570 Mohawk Blvd, Springfield OR Specifications EPA: 1D R' SNlppedinduded meal Length: 33' P2 P5' PB SOK 5000K Oramu Width: 13" WAS Wallbaketi penmt Height Hi 7-1/2" P102 P122 osnmt Height H2: 3-1/2" Weight 27IbE (meal: tizzy D -Series Size 1 LED Area Luminaire /1 1 1 Neitee. A Buy American u rare, M1P "'.1akrwmasa... ymreal Ym,atireeevaor. Introduction The modern styling of the D -Series is striking yet unobtrusive -making a bold, progressive statement even as it blends seamlessly with its environment The D -Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 75OW metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. • EXAMPLE: I LED P7 40K T3M MVOLT SPA NLTAI R2 PIRI DDBXD D5111 LED Bill LED rdrvard plies 30K 3000K TIS Tyrol IS" TypeVeryslart' All SNlppedinduded PI P4' P9' MR 91100K (Aummotse) By TypeVslrart' XVOIT SPA SRI Lee un ig P2 P5' PB SOK 5000K TN Type 11 dart TSM TypeV medium' (2nV-"OV)ur APA Rendpole mounting'" P3 PO' H' TNI Type 11 medium BW TypeVwlde' 120' WAS Wallbaketi Rmmdapria INS Type III shaft DIC RxilghtmntmP 2089 SPOMDA SRI pole unirersal mvnti,"per " P102 P122 TRIAL Type 111 medium MCO Lehearmreum0' 219 WOMm Reed use un'r,eral un igAapmr' P112 P1312 T4AI Type IV medium BCCO Righteoriereum0' 2n9 Shippedseperately TETM Fomardthruv 3479 KMAeDDBXDO Mmtatumoune,bmdxtadarnor medium 480' (spedfyfinhh)^ Agpediestnlled PIRHimMw+, moroNambientsemm,8-15'mounrig Mgh( Shippediestnlled DDBXD Dark heave NITAIR2 nLlghtAIR Network trained a bleDtseranevbledatIsn" HS Horse-sldeshalL3 Di Blxk PAN Newark, hlgMowmotbMmblmtt PRIOR h9ilnuooNambier[seral5-]O r�runanq Mg SF Sliglefiue(12D,2P,34N)DNA%D Natualalumnum a bmtttmmembledat5h° PER NEWw,tivk useppdeany(cents orders] sepem PIA1 F(3V 8-1Smountlig MlghC DE Laurie fatt(2D3, 29D 989E MIND While PERS Hre pdetnl (mntmhmdelede ke)a'a yin remp y paa amblwtseranemblNlatlh'vn"u, L90 leffrome do' DIAMOND Ferried dark brave p PEn Serer -pin reseptadetry (Funds mdevi sepatte)"° MRHIKTV 8FRaeuntarkambknserwr, 15-3Ommndig height, R90 Rlghtrarnedopdoa DBURD Tmuredblxk MG M11Mdirrnmwits pulled outside turre neruse win an � amblwtseranembledalks" HA 50%artintpeadom' DNATXD Ferried naturalnaturalaremalm,onkredsepaarely7" FAO Field adjustable outpuP°° 80.4 Buy Ametlm(n)AetCnmplDnt aluminum DS Dual with lI"aro ShiWaimparatdy DVRPI Tmriedwhl2 BS Blydspikes" EG Eeterml glare shield '. 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R 30 530 5d O45 3m @6 310 OM 3]] 0.19 - 0.10 - On Dnwmwired iNependendyta5N50 R 30 ]LO 10 1259 034 031 0]5 0l0 016 (mgdhie with Aandard twit i d'nwslk bdNBloet,mddera m9 R 30 10% 10 086 050 O.M OM 030 Ola MtiMlmImdh SKA * 30 1350 n5 IW OEO OM OA 037 Ol] (ONmm dThY�� P5 30 1101 IM 1.16 Ob] O.W 051 Ob 09 M W 1350 is 136 078 088 059 OR 034 P] b 1101 183 153 088 OA )f 053 038 PS 60 IOID 301 134 098 081 OA ON 049 W 60 12% 241 301 1.16 III 083 070 051 RO 60 530 106 090 OM OR OM 033 Ol] Pniala'0(tia (IM4irtsL90 aA9a RI R3 Po Po ]N Iom IR 3W L15 IN OR Otis OM 081 053 026 043 060 033 0K PI3 Po n50 331 1.93 1.13 OW OBS Ob] 0d9 Nmleidid. see". wmmnhiiry RimarymMroldevia Nebs 05X1 -LED '. L/THON/A Few, IeP1n1 ,.6d8 Held Mju4ahleouuldrvia installN inside[M1e Nlmiroelummimiremdinih alydiered, Ippdrviee f oohtheoed withothrtweel,14.11w minde,wlredlothedremmimminglois tlledvelytrlmming thellghtoupLL 1i VVlebk 05 Dnwmwired iNependendyta5N50 Thelummamis whed to two separnehmip yde rdeN odd— yWP Ped ' lwa separemly., fieddrod, fineder Xh umnaireoperation alkwmgkrA/50m,mw n. AR as more eerteNMveahmafix RASARR] MnAaXpM1moall re®dde (mgdhie with Aandard twit i d'nwslk bdNBloet,mddera m9 ]wnlodpintadkwAasOLLNik %nd85wdlmming ladmddw,Frc6N] INdmommedrmXdrada Mipwide0.l W irg sgrdi aalvmN,medrudw.dh, N19M areeapped,ndelu0naie AAaPIM MotimsamaxidFntrynldwlaell.%Ala WrrirartdmxAnrmoeuP—,dehRN. MtiMlmImdh SKA N»rvaMdewaF%%Ilf(3ixMNet�r b15'muetio,nMW15-30mwr0rg IiNadIewdi dwk-.dawdd,,d Imd NLIIIA]A%IN rti9MNAemhMdlurirarehrmo0mmerq Fbtimad arr4ntlightsensing withgrwp resporce sedded mrirg wrtM1 motonsenwrover-ddewFen NigMHrr506A rlgM1tNAsamrsmkpogr d.irhdemarisared dnmallydwrekarmmuNolim wrelewdy—elected wthe hL,ht[dyPse. tandv9read wng Ne[INNry Ao}p 05X1 -LED '. L/THON/A Few, IeP1n1 ,.6d8 Onei,tFonia Way • Con,wm,Gw, ia3]I112 • PMne: 1$ 7(] SEW937B • w•mn.Iith—i—m L/GWT/NG. CX112M1Ae,Inam,d Dghi Al,1ghbod iVad. COMMEItCIALOIITDWN Performance Data Lumen Output Wnren va lu..an hom PM,m ,n.npe&m dinawr6rce 6IFSNA mmdaedm ba rapmmletrve dtlw mnfigvalimaeMxn, wiAn Yie ylanmallmwdby Li ne, FeN WMeg 4Mrybr P.rfu,man<. darn oa a m.od'.n--o dwww n... ID 530 % SN/ 115 M 135 M 1475 MM 1nM 14 1555 1575 150 W( Ill0 RN 6357 6150 3 6]]9 61R R 6161 672 ]H 6]11 v% 9ll IM l l 1 ] 1 1 1 l 7 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l l 1 ] ] ] ] 0 1 1 1 1 7 7 IN IN IN 116 IA 117 IA IN III IN IN e R 11 6,956 6,919 6M 6,%7 696] 6216 6,963 7,N2 ] 7R9 7,187 S,TN 1 4758 l l ] ] 1 1 1 3 7 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l l ] ] ] ] ] 0 1 1 7 7 7 7 129 129 125 129 1]9 126 129 131 IN IN IN ]9 79 79 7AN ]p3] 7,03 7A% ]A4 6901 73M 730 730 ],RI ],R3 S,RI 4A2 1132 l l ] ] 1 1 1 3 7 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l l ] ] ] ] ] 0 1 l 7 7 7 7 130 130 131 1]] 131 128 131 136 136 135 135 107 M 30 510 % ]pW 115 U0 7 0 7 118 6756 7 0 7 IR 8,99 7 0 7 179 12 RS "a 7 0 7 118 8A77 7 0 7 IR Beg 7 0 7 178 131 a 7 0 7 118 801 7 0 7 IR 9,756 7 0 7 179 135 U21 7 0 7 115 8XI 7 0 7 IN 8,]51 7 0 7 175 63 7 0 7 118 I 7 0 7 IR 9 1 7 0 me 7 179 MM 1475 7 0 7 115 I 7 0 7 IN 6818 7 0 7 176 9A% TIM q75] 7 0 7 IIB Bp96 7 0 7 IR 9, 7 0 MV 7 179 1M U& 3 0 0 173 9357 3 0 0 137 9569 3 0 0 134 155 0 3 0 1 IN 9 9 3 0 1 137 M 3 0 1 134 15M 8573 3 0 7 IR 9,36 3 0 7 137 9553 3 0 7 134 15W 8517 3 0 l IR 9,175 4 0 l 131 9391 4 0 l 133 W 6;70 I 0 7 97 7,N3 I 0 7 IM ] 86 I 0 7 IN WE0 5A38 1 0 l R I 57 1 0 l 78 1 5A6 1 0 l 9 Wo 5338 1 0 l R 5A7 1 0 l 78 5A% 1 0 l 9 7 1050 % 1070 115 1101 l 0 l IN 1 11561 3 0 3 Ila R,RI 3 0 3 125 1b II 7 0 7 114 17 3 0 3 173 1770 3 0 3 175 RM II,]e 7 0 7 115 17,613 7 0 7 IN 17,72 7 0 7 175 135 113N 7 0 7 111 17315 3 0 3 170 123M 3 0 3 171 13M 11 7 0 7 115 12,5V 7 0 7 173 I ]Q 7 0 7 175 1Q1 IIA26 7 0 3 117 17,99 7 0 3 171 17,165 7 0 3 177 TIM IIA73 7 0 7 114 1755 7 0 3 173 I7,7N 7 0 3 III 15Y5 I1,I4s 3 0 1 119 1308 3 0 1 118 Iva 3 0 1 Ill 14 12,150 3 0 1 119 1309 3 0 1 118 I % 3 0 1 Ill 15M 17,119 4 0 7 119 13356 4 0 7 178 13371 4 0 7 131 15W 177750 4 0 3 118 17,e0 4 0 3 177 I;IN 4 0 3 IN W 9 0 1 0 2 M 10310 1 0 2 101 Illas 1 0 2 10 LM 7,111 1 0 3 70 7,671 1 0 3 75 ]]e 1 0 3 M KM 7,111 1 0 3 70 ],6]1 1 0 3 75 ],]e 1 0 3 M 7 12% % 12W 115 13 35 3 0 3 107 14 3 3 0 3 116 l 57 3 0 3 117 RS 13,171 3 0 3 107 14,158 3 0 3 116 14611 3 0 3 117 RM 1337 2 0 2 IN 14U2 3 0 3 116 14716 3 0 3 118 135 13361 3 0 3 105 1404 3 0 3 113 1457 3 0 3 114 13M 13 ] 7 0 7 IN 14 7 0 7 116 I I 7 0 7 117 1Q1 11165 7 0 3 105 14,187 7 0 3 113 143Q 7 0 3 115 TIM 13A1? 7 0 3 10 14,758 7 0 3 116 MAA 7 0 3 117 TM 11M 4 0 1 117 15 4 0 1 121 1% 4 0 1 127 14 11M 3 0 1 111 15 3 0 1 111 I 71 3 0 1 111 15M 11%3 4 0 7 117 1532 4 0 7 170 IVB 4 0 7 IR 15W BA72 4 0 3 111 14,M 4 0 3 110 15,131 4 0 3 111 W II 7] 1 0 7 M 11 9 1 0 7 95 I N 1 0 7 % KM 675 1 0 3 E6 683 1 0 3 ]I 9951 1 0 3 R 8((0 975 1 0 3 9 8,839 1 0 3 ]I 9951 1 0 3 R L ICO PS 13875 115 14 ]9 3 0 3 IN 15 14 3 0 3 115 1014 3 0 3 116 1b 14 d 3 0 3 IN 15,9] 3 0 3 114 IsW 3 0 3 116 RM 14]39 3 0 3 107 1508 3 0 3 115 1609 3 0 3 117 135 5374 3 0 3 103 15,38 3 0 3 111 1558 3 0 3 113 13M 14;M 7 0 3 107 15 3 0 3 115 1 3 0 3 116 1Q1 143M 2 0 3 IM 1537 3 0 3 111 IS,6e 3 0 3 IN TIM 1405 7 0 3 IN 15,830 3 0 3 115 16031 3 0 3 116 1M 15A3 4 0 1 111 16 4 0 1 119 1 n 4 0 1 111 155 15,95 3 0 1 111 16AR 4 0 1 119 1676 4 0 1 171 15M 15,57 4 0 7 111 16435 4 0 7 119 1" 4 0 7 171 15W 15157 4 0 3 110 1 3 4 0 3 118 1 34 4 0 3 IM W( 12318 1 0 2 87 q99 1 0 2 W 13,143 1 0 2 95 LM 8,%5 1 0 3 65 9,65] 1 0 3 7 9120 1 0 3 71 RN 8,%5 1 0 3 65 9,657 1 0 3 7 9120 1 0 3 71 '. L/THGN/A One umona Way- �n,en• Geer, a W2- P'mne1$ 7(SSPPN 9378)• w„a,,.Lenone mom DsxvLED L/GNT/NG. 04111W aewn ar-n6 L,,hl , me. AI,lsnl.—ed . Rw Wnn gas ef8 COMMER11 OUTDOOR .. . Lumen Output Wman va luar are hom plwtommir inn perbmwd inemr6rce wiYi IFSNA IM�Ti�. Data'amrmtlaad m ba ragnmletrve dtlw mMgvalimaeMxn, wilM1'n Yie ylanmallmwdby Li�liy Fam. Wmaa Yaory br p.�b,marc.dara oaam rca69�nti�rct4w»nM.. DW -LED '. LIMUMA Ra"-W1M Papa 6 d8 IIIO P6 CX 112M1 A—W B—D9mmy me Al ,l9nb ,ererred. COMMERCIAL OUT R 751 3 0 3 IW19;18 3 0 3 II] 19,]59 3 0 0 3 118 735 3 0 3 IW 18,98 3 0 3 11] 193M 3 0 3 118 3 0 3 10] 19 3 0 3 11] 19 3] 3 0 3 119 19 ,19 3 0 3 105 IBp3 3 0 3 113 19,7R 3 0 7TW 3 115 783 3 0 3 IW 19;19 3 0 3 11] 3 0 3 116 99 3 0 3 106 5 3 0 IU711 110 I ]1 3 0 116tl b]] 3 0 3 IW 19/148 3 0 19 4 11] 3 0 4 118 2IvnUM 0 0 1 113 I9 0 1 Ill 83% 1 1 1 Ill 8390 16 4 2W 4 0 4 0 2 113 19,816 0 2 12] 2UI6 2 Ill 4 0 ] 113 19 ]E6 4 0 ] 121 ] I6 4 0 ] Ill 9 29 5 5 19736 5 0 3 IID 19,885 5 0 5 0 3 5 3 in 1409 n( 10;89 2 0 2 89 15714 2 0 3 96 2 0 99 3 1ls,iiIIs1.761 L((0 10;91 I 0 3 E6 II 14 1 0 3 71 11]61 2 0 3 n R(0 10]81 1 0 3 E6 IIb12 1 0 3 71 11,]61 ] 0 3 n 11 tl 1101 ry 18314 TISus 19j17 3 0 3 105 A,]Il 3 0 3 113 269]5 3 0 3 115 RS 19 3 0 3 105 A 3 0 3 113 2 952 3 0 3 110 RM 19,315 3 0 3 105 A,A7 3 0 3 110 2U% 3 0 5 3 115 135 la&s 3 0 3 102 A,n1 3 0 3 110 11396 3 0 111 13M 19,258 3 0 3 105 3 0 3 113 21,L53 3 0 3 3 115 2M,746U% 11M IB 3 0 103 ] 96 3 0 111 2 53 3 0 112 TIM IqxM07 3 0 4 105 2159 3 0 4 113 21996 3 0 4 115 0 1 IN 21$14 1 0 1555 1 0 1 118 21;3] 1 1 119 4 155 A 3 21 1 1 0 2 118 21 1 1 0 M03 4 0 2 4 2 119 15M 1 4 IN 1 0 2 10] 21M7 5 0 3 118 21]93 5 0 3 119 n 11756 5 0 1m 19,852 5 0 3 IW 1631 5 0 3 3 118 93 n( 15,]80 2 0 3 86 16,9* 2 0 3 93 12" 2 0 3 91 1((0 II]12 2 0 3 61 12 2 0 3 69 12 2 0 3 A 2 0 3 69 2 0 8((0 11,]14 2 0 3 61;14,7%2 3 11 Po 105) ry 20TH 115 12;91 3 0 3 MX' 3 0 3 11] 2pm 14535 3 0 3 119 ]b 2 3 0 1 INNX8 3 0 1 11] 2 3 0 1 118 121 22582 3 0 3 10]MX7MX7 3 0 3 118 24635 3 0 IN M 3 119 135 21570 3 0 4 1060 3 0 4 111 23556 3 0 4 115 131 22327 3 0 4 IN 3 0 4 11] 245]5 3 0 4 119 11M 22A38 3 0 4 IN1 3 0 4 115 1 1 3 0 4 116 TIM 22313 3 0 4 IN3 3 0 4 II] 2'. 3 0 4 119 1555 -515 5 0 1 1134 5 0 1 122 25$14 5 0 1 123 155 23,134 4 0 2 1134 0 2 122 2 N 4 0 2 123 151 -j]4 5 0 3 1131 5 0 3 I22 25pW 5 0 3 123 15W 23RI 5 0 4 n26 5 0 4 n1 25332 5 0 4 1a n[ IB 8 2 0 3 892 0 3 96 2 136 2 0 3 97 L((0 13,735 2 0 3 E66 2 0 4 ]1 14M 2 0 4 72 R(0 13,735 2 0 3 E6 14,796 2 0 4 71 14M 2 0 4 72 0 12% P9 -IW 115 25$]5 3 0 3 IN127�n3 1 3 0 ]],All 3 0 3 116 us 25 3 0 4 IN 3 0 1] ]1 3 0 4 116 VIA M5 3 0 3 10] 3 0 18014 3 0 3 116 135 -5)0 3 0 4 1031 3 0 1 2],130 3 0 4 113 13M 25 1] 3 0 4 IW 3 0 1] 3 0 4 116 111 2 1 3 0 4 IM 3 0 I] A 3 0 4 113 TIM 25,602 3 0 4 106 3 0 11,98 3 0 $4119 4 116 1M 266]6 5 0 1 110 5 0 29/W 5 0 1 121 14 2 4 0 2 111 5 0 2 A 5 0 2 121 15M 16.581 5 0 3 110 5 0 19591 5 0 3 IA 15W 26^ 5 0 4 110] 5 0 8 298W 5 0 4 IA n( 20 2 0 3 8] 2 2 0 2% 2 0 3 95([0 15719 2 0 4 65 5 2 0 A((0 15719 2 0 4 65 5 2 0 npH 2 0 4 n DW -LED '. LIMUMA Ra"-W1M Papa 6 d8 One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 1]318) • www.Lth—,mm L/GNT/NG. CX 112M1 A—W B—D9mmy me Al ,l9nb ,ererred. COMMERCIAL OUT R Performance Data Lumen Output Wman va lua•are hom plw[omNi�inh parbmred inemr6rce wiYi IFSNA IM�Ti%. Data'amrm4aad m ba ragnmletrve dtlw mMgvelimaeMxn, wi1M1'n Yie ylanmallmwdby Li�tiy Fam. Wmaa Yaory br p.�b,marc.dara oaam ro�es,,.Liw�rcLsw,mn... Po Si0 %0 IO6,M 115 W-zw 3 0 3 IN 13,950 3 0 3 133 1458 3 0 0 3 133 II ]b 122M 3 0 3 IR 14MI 3 0 3 134 3 0 3 133 114,1&40 RM 122M 3 0 3 III 13 1 3 0 3 130 13 3 0 3 136 135 1186 d 0 d IA 13,754 d 0 d 130 13,993 d 0 d 131 13M 1110 d 0 d IN 13,913 d 0 d 132 1412 d 0 d 136 11M 1 d 0 d IR 13,945 d 0 d 134 14121 979 d 0 d 133 1nM 13379 3 0 d III 14315 d 0 d 135 14986 d 0 d 13] 1555 133]] 3 0 1 193 3 0 1 135 14513 3 0 1 14 13,960 3 0 1 125 13Nd 3 0 1 135 14165 3 0 145 1 1IM % 154 13 56 d 0 4 145 13 1 d 0 4 135 I d 0 4 1% IM 1W 13,13] 3 0 3 143 13,153 3 0 3 131 141% 3 0 3 135 9[ 3 0 3 3 0 3 III II,BW 3 0 3 IR ]169 I 0 3 ]3 91 0 M 733 Mq 0 3 A 87 3 81 16(0 4 . 3 0 3 73 M. 3 0 3 4 d 0 d B1 Po 701 %1 13TH 115 1655 16556 3 0 3 141EIO�R2 5 3 0 3 130 13 IWI 117061 d 0 d 1% RS 1691 d 0 d 1403 d 0 d 149 I]95] d 0 d 131 RM 16,758 d 0 d 144 d 0 d 134 117]81 d 0 d 135 16,75 d 0 d 1181 d 0 d 1]] 17AM d 0 d IIB IN N 13M 16,]18 d 0 d 144lax d 0 d 134 117]]1 d 0 d 131 11M 16A2 d 0 d 140] d 0 d 169 17946 d 0 d 131 1nM 16,85] d 0 1 1239 d 0 1 131 18389 d 0 1 IN 1555 16,925 d 0 1 IN] d 0 1 131 18518 d 0 1 135 155 16,82 d 0 1 d 0 132 4 d 0 134 15M ION 4 0 4 123 d 0 4 134 19 4 d 0 IN3 2 2 4 133 1M 1965 3 0 3 IR6 5 0 3 18 1919` 5 0 3 133 IN 610 14815 3 0 3 10115 3 0 3 IN 1110` 3 0 3 110 IL(O 9 0 3 744 4 0 3 78 IVR 4 0 3 A 4 9675 d 0 d 74 10,638 d 0 d 10]]3 d 0 4 A Po 1050 %4 20TH TIS 115 22,996 4 0 4 111 N53 d 0 d 12 120 25,L91 d 0 d 121 IN 2W 4 0 4 110 NMI 5 0 5 119 2W 5 0 5 17 d 0 RM 235]] 4 0 4 112 2505 d 0 d 121 25304 0AI d 1 23 135 22563 4 0 4 10] 5 0 5 11] 2454M 5 0 5 13M 23563 d 0 d 112 MAI d 0 d 121 25,95 d 0 d IN 123 11M 22A24 5 0 5 110 xx 5 0 5 119 2 5 0 5 17 5 0 5 122 255N 5 0 ln4 23519 5 0 5 113 M 5 MMX3AI 1555 ] 5 0 1 113 25511 5 0 1 IN 5 0 1 IIN IN N 155 23 d 0 2 113 2518] d 0 2 122 2 O6 d 0 23 2 06 2 15M 23,165 5 0 3 113 25,181 5 0 3 122 25593 5 0 3 IN 123 1563 23,165 5 0 1 IR N194 5 0 1 RI 45,971 5 0 1 IR 61[ 19 I 4 0 4 ]I] 4 0 4 ILO 2079 4 0 4 101 LM 13,54 2 0 3 147% 2 0 4 71 14%3 2 0 4 72 KM 13,716 4 0 4 13,]7 4 0 4 71 14M 4 0 4 74 60 12% P13 231W 115 2557 d 0 d ]361 d 0 d 118 4],]63 d 0 4 17 RS 25 4 5 0 5 ] 0i 5 0 5 118 27550 5 0 5 119 RM 25,]10 4 0 4 ],696 4 0 4 17 48M7 4 0 4 121 135 NBn 5 0 5 ]81 5 0 5 116 47,144 5 0 5 117 13M 25 5 5 0 5 ] 5 0 5 17 28M1 5 0 5 121 11M 4 10 5 0 5 ]158 5 0 5 118 5 N 5 0 J922 5 119 41M 25,861 5 0 5 ,860 5 0 5 121 M)12 5 0 5 122 1M 2 63 5 0 1 93,956 5 0 1 121 2MII 5 0 1 123 14 2U24 4 0 2 R 19 5 0 2 120 2 IR 5 0 2 122 15M 25,818 5 0 3 RA13 5 0 3 120 2,165 5 0 3 IR IN 25586 5 0 4 8,563 5 0 4 119 27,912 5 0 4 121 61[ 2141 1 0 1 16 2 4 0 4 99 21540101KM 15,1]0 2 0 1 16,%2 2 0 4 ]I 195N:::52::::1:::00::::1:::44::::R A((0 15,150 5 0 5 E6 I6,%I 5 0 5 ]1 1958 5 R DW -LED '. LIMUMA Ra" -W lnl Papal 8 One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth-,mm L/GNT/NG. ®m 11 m.l A-1, a-D9mmy m� Al ,1914. ,ererred. COMMERCIAL OUTDWR FEATURES Ifo SPECIFICATIONS INTENDED USE Thesleek designof the D-Seres Size 1 refectsthe embedded high performance LED mular gy It is ideal for many commercial and monkipal applicatbre, such as parking loo, plazas, campuses, and street5capes. CONSTRUCTION Singlepiecedie-cast aluminum housing has integral heat sink fire to optimize thermal managementth rough conductive and convettive cooling. Modular design allows for ease of mamtenance and future light engine upgrades. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture add nmental contaminants (IP65). Low EPA (101 fix) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled mu In stag e process an su res a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both tenau red and non Textured finishes. OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in standard 3000 K 4000 K aM 5000 K p0 CRO configuration. The D -Series Size 1 has zero uplight and qualifies as a Nighttime FrieMly"" product, meaning it is consistent with the LEED' add Green Globes" criteria for eliminating wasteful uplight. ELECTRICAL Light engine config orations consist of high -efficacy lEDsmounted tometal- core circuit boards to maximize heat dissipation and promote long IRB (up to LW100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor X90%, THD <p%, aM an expected life of 100,000 hours with <1% failure rate. Easily serviceable 1 DkV surge protection device meets a minimum Category C Low operation (per ANSWEEE C62 412) - STANDARD CONTROLS The DSX1 LED area luminaire has a number of control options. DSX Size 1, comes standard with 0-10V dimming drivers. Dusk todawn controls can be utilized via optional NEMA twist -lock photocell receptacles. Integrated motion sensors with on board photocells feature flelcladjustable programing and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX1 LED area luminaire is also available with might® AIR for the ultimate in wireless control. This powerful controls platform provides outof-the -box basic motion sensing and ph otocomml functionality and is suitable for mounting heights upto40feet. Once commissioned using a srnariphone and the easyAo- use, CIAIRITYapp, nLlght AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sermor over -ride can be achieved when used with the night Eclypse. Additional information about TFIght Air can be found here. INSTALLATION Included mounting block add integral arm facilitate quick and easy irevelation. Stainless steel bolts fasten the mounting block securely to poles aM walls, enabling the D -Series Size 1 to withstand note a 3 OG vibration load rating per ANSI C136.31. The D-5aues Size 1 utilizes the AERIS" series pole drilling pattern (template #B). NEMA phomcontml receptacle are also available. LISTINGS UL Listed for wetlocations. fight engines are IDA rated, luminaire Is IP65 rated. Rated for 40IC minimum ambient US Patent No. D672,492 S. International patent pending. Designfights CoMorl (DLC) Premium qualified product and DLC qualified product. Not all versions of this product maybe DEC Premium qualified or DEC qualified- Please check the DLC Qualified Products List at yhtsory/ QPL to confirm which versions are qualified. International DarkSkyA—ci ation (IDA) Fixture Seal of Approval (FSA) 4 available for all products on this page utilizing 3001 color temperature only. BUYAMERICAN Product with the BAA option is assembled in the USA and meets the Buy American) government procurement requirements under FAR, DEARS add DOT. Please refer to— acuitybrands com/buy-american for additional information. WARRANTY 5 -year limited warranty Complete warranty terms located at: www.acu itybmnd scom/su pipe n/customer-wpporVterms-aM<orditions Note: Actual performance may differ as a result of imclner ewironment add application. Al values are design or typical values, measured under laboratory conditioner at u C. Specificatiore subject to change without notice. USs1-LED '. L/THON/A Rwii1nl Pagaf df One Gthonia Way • Conyers, Greg 33012 • PMne: 1,8((,7 S5ERv 93]8) • www.11th—x ,in L/GNT/NG. CX112Ml Anon fend ugmmy Inc Al rlgho nearest COMMERCIAL OUTDWR