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FfLE�15�792 <br /> Januery 14,2016 � <br /> Page 2 of 6 <br /> driveway and backup apron, allowing for ample off-street parking and a safe forward access <br /> movement onto Shadywood Road. <br /> The applicants have indicated the neighbor t� the south is supportive of the praposed garage <br /> location and side setback variance. Staff has not received confirmati�n of this from that <br /> neighbor. Sfnce the November PC meeting staff discussed with applicant the pros and cons of a <br /> variety of alternatives for a detached garage layout {see Exhibit D). Applicant ultimately has <br /> chasen ta forego attEmpts to save the tree shown on the sun►ey. The proposed layout includes <br /> sidewalks leading around the garage to the house, and results in a hardcover increase from <br /> 31.996 to 32.859G, a reduction from the 35.2% originally proposed. The proposal results in an <br /> increase in structura! coverage from 1,713 s.f. {18.5%) to 1,875 s.#. (20.2�'a) where 1500 s.f. is <br /> aflowed; this is a 64 s.f. increase from the origir�al proposal, as the proposed detached garage is <br /> slightiy larger than the originally proposed attached garage, while the covered side entry to the <br /> house is elirrtlnated. <br /> RFVISED LQT ANALYSIS WORKSHEET{Varlances noted in boid type) <br /> LR-iC Zoning District Required/Allowed Proposed <br /> Lot Area 0.50 ac. minimum 0.21 ac existing <br /> 121,780 s.f.) (9,267 s.f.) <br /> E.ot Width 100' minimum 38'wide at OHWL, <br /> 41'wide at Street <br /> Proposed Detached Garage <br /> Street Setback 30' 30' <br /> Left Side Setback 10' 13' <br /> Right Side Setback 10' S' <br /> Separation from Principal Structure 10' 47' <br /> StrutturaE CoveraAe: <br /> Total Lot Area Total Structural Coverage <br /> 9,267 s.f.+ {0.21 acre) Allowed: 154Q s.f. <br /> Existing: 1713 s.f. (18.5Yo) <br /> Proposed: 1875 s.f. (20.29�b) <br /> Hardcover Calculations: <br /> Stormwater • <br /> Ove�iay District To�al�e ea �lowed Hardcover ; Existing Hardcover Proposed Harcfcover <br /> Tier <br /> Tier 1 9,267 s.f. 2,317 s.f. (25 %} 2,956 s.f, (31.9%} � 3,Q44 s.f. (32.8%) <br />