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I <br />CITY OF ROSLYN STORMWATER <br />RETROFIT ALTERNATIVES ANALYSIS <br />- - - <br />Q Project Area (1.4 Acres) <br />AND CIP 1 TREATMENT DESIGN <br />, <br />Q Urban Drainage Basin (CIP 1) <br />ROSLYN, WASHINGTON <br />Tex Parcels <br />Pmiect Location <br />_ _ Pivotal Building (Lentz 1977) <br />0 <br />0.2 <br />Ym <br />Primary Building (Lentz 1977) <br />T20N, RISE; <br />Section 17 0 <br />mi <br />1.q 500 0.1E <br />Contributing Building <br />etts Meridian <br />USGS Topographic 7.5 Minute <br />am, waom co„"Mmo czn+M.n, <br />NRHP-Listed Property <br />Cie Elum and Ronald. VA (2017) Quadrangle Maps <br />USGS Topoview (haps1ingmdb.usgs.govItopwiew) <br />.anrmMgmzo�omeun wvT""�.n;rVrtc^�aa <br />Mq MTI,YM� M1"m Mlcmn^COg00Yc^. <br />g <br />O Washinton State Heritage Barn <br />Figure 2. The City of Roslyn Stormwater Retrofit Alternatives Analysis and CII' 7 <br />Treatment Design project area locations showing nearby pivotal, primary, and contributing <br />buildings to the Roslyn Historic District. <br />