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oo <br />r${} <br />t i'& <br />I?t\ <br />$ <br />\ <br />CITY OF ROSLYN STORMWATER <br />RETROFI T ALTERNATIVES ANALYSIS <br />AND GIP 1 TREATMENT DESIGN <br />ROSLYN, WASHINGTON <br />USGS Topographic 7.5 Minute <br />Cl€ Elum and 6on"16, trtA (2017) Quadrangls Maps <br />USGS Topoview (hfl psJingmdb.u6gs. gov/topdiew) <br />l-@ <br />0 <br />0 <br />T@rTon Mrcrorot prcducl3cruo !ho(r) r.p,lnbd <br />wilh prmF$on hfr Miarotot Qorpotrtjo[. <br />0.2 <br />* <br />T20N, RlSEl <br />Ssction 17 <br />lMllamolte MerUian <br />1:4,500 0.18 <br />O 2021 Mtrroron corpdrh i; ?0?l Mar.r <br />GnilES (20?1) ollidhrtor Alrbus DS fr 2021 <br />Project Looation <br />lEl ProjectArea (1.4 Acres) <br />f]l UOan Drainage Basin (ClP 1) <br />, , Tax Parcels <br />_"- _ Pivolal Building (Lontz 1977) <br />f Primary Building (Lentz 1977)'' ' Conkibuting Building <br />3\ tnue-usted Property <br />@ Uhrttinton State Heritage Barn <br />Fttutc 2 IJAC. $117 Q021 | <br />Figure 2. The City of Roslyn Stormwater Retrofit Alternatives Analysis and CIP 1 <br />Treatnent Design project area locatiorrs showing nearby pivotal, primarv, and corrtributing <br />buildings to the Roslyn Historic District.