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FILE#05-3136 <br /> 17 February 2006 _ <br /> Page 4 of 5 <br /> City Engineer Comments <br /> The City Engineer has had the opportunity to comment on this most recent site and <br /> gc•adin� plan. His latest comments indicate stormwater issues h�ve been adequately <br /> addressed, but that a concrete curb rather than bittuninous should be used along the <br /> southwest side of the ciriveway. <br /> ------------------------------------------------------------------------------------ <br /> LOT ANALYSIS WORSHE�T <br /> Lot Area/Width: <br /> LR-lA Lot Area Lot Width <br /> Re uired 87,120 s.f. (2 acres) 200' <br /> Actual 83,222 s.£ (191 acre) 133' <br /> Setbacks: <br /> LR-lA Re uirecl Pro osed <br /> Rear (Herita e Drive) 50' 235' <br /> Northeast Side 30' 30.4' <br /> Southwest Side 30' 30.4' <br /> Lakeshore 75' 305'+ <br /> Av . Lakeshore(Standard) No Encroachment l 00' EI1CC01CIllllellt <br /> Av . Lakeshore(Revised) No Encroachment No Encroachment(Var. Re 'd) <br /> Structural Covera�e: <br /> Total Lot Area Total Structural Covera e <br /> 83,222 s.£ (1.9 acre) Allowed: 12,483 s.f. (15%) <br /> Pro osed: 6,282 s.£ (7.5 %) <br /> Hardcover Calculations: <br /> Hardcover Zone Total Area in Allowed p�•oposed Hardcover <br /> Zone Hardcover <br /> 0—75 528 s.f. 0 s.f 0 s.f. <br /> (0%) (0%) <br /> 75—250 5,788 s.f. 0 s.f. <br /> 23,153 s.f. <br /> (25%) (0%) <br /> 250—500 9,801 s.£ 9,790 s.f. <br /> 32,669 s.f. <br /> (30%) (29.97%) <br /> 500— 1000 9,180 s.£ 3,475 s.f. <br /> 26,229 s.f. <br /> (35%) (132%) <br /> * After eaclusion of fabric or plastic-lined laudscape beds <br /> ------------------------------------------------------------------------------------ <br /> 4 <br />