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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 opporhinity to comment on this most recent site and <br /> grading plan. His latesfi comments indicate stormwater issties have been adequately <br /> addressed, but tliat a concrete curb rather than biiuminous sliould be tised along the <br /> sottthwest side of the driveway. r <br /> ------------------------------------------------------------------------------------ <br /> LOT ANALYSIS WORSHEET <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.f. (1.91 acre) 133' � <br /> ; <br /> Setbacks• � <br /> � LR-lA � Re uired Pro osed - - <br /> Rear (Herita e Drive) 50' 235' i <br /> Northeast Side 30' 30.4' <br /> Southwest Side 30' 30.4' i <br /> Lakeshore 75' 305'+ � <br /> Av . Lakeshore(Standard No Encroachment 100' Encroachment ; <br /> _ Av .Lakeshore(Revised) No Encroachment No Eucroachment Var.Re 'd) <br /> Structural Coverage: <br /> Total Lot Area Total Structural Covera e � <br /> 83,222 s.f. (1.9 acre) Allowed: 12,483 s.f. (15%) � <br /> _ Pro osed: 6,282 s.f. 7.5 %) . <br /> Hardcover Calculations: <br /> Fiardcover Zone Total Area in Allowed proposed Aardcover <br /> Zone Hardcover <br /> 0—75 528 s.f. 0 s.f 0 s.f. <br /> (0%) (0%) <br /> 75—250 23,153 s.f. 5,788 s.f. 0 s.f. <br /> (25%) (0%) <br /> 250—500 32,669 s.f. 9,801 s.f. 9,790 s.f. <br /> (30%) (29.97%) <br /> 500— 1000 26,229 s.f. 9,180 s.f. 3,475 s.f. <br /> (35%) (13.2%) <br /> * After exclusion of fabric or plastic-lined landscape beds <br /> ------------------------------------------------------------------------------------ <br /> 4 <br />