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y.-. <br />I <br />r <br />■ <br />l'»’rH’' <br />.jr. :: ■ <br />'■ <br />r.tA >: <br />. X- <br />'W-*)m. <br />'iP'-' <br />'D?' ^ <br />.T^ <br />/ir;.' <br />Vh <br />r <br />■f <br />k <br />fe- 'fcV.r..-- ^ <br />Sn'- ''■• <br />Zoning File #1665 <br />Page 3 <br />Additional Coanents and Planning Coondssion Reconaendation - <br />August 22, 1991 <br />As the intensification of structures on this severely <br />limited site became the major issue for the review, staff <br />prepared the following analysis of existing and proposed <br />structural improvements in relation to the lot coverage ordinance <br />as follows: <br />Section 10.03, Subdivision 14 C - Lot Coverage. <br />Total Area - 8894 s.f. <br />Allowed - 1334.1 s.f. or 15% <br />Existing ■ 1469.95* s.f. or 16.5% <br />Original Scheme A *= 1607.95 s.f. or 20.3%, increase 3.8% <br />Current Scheme D « 1685.95 s.f. or 18.9%, increase 2.4% <br />* Principal structure = 971.95 s.f. <br />Gazebo ■ 154 s.f. <br />Garage Areas > 344 or 682 or 560 <br />Exception - Structural area allowed for prinicipal structure <br />and garage on any lot with less than 1.99 acres per Section <br />10.01, Subdivision 14 (C). <br />Allowed « 1500 s.f. <br />Existing - 971.95 s.f + 344 « <br />Original » 971.95 s.f. + 682 <br />Current » 971.95 s.f. + 560 ® <br />1315.95 s.f. <br />= 1653.95 s.f. <br />1531.95 s.f. * <br />» 153.95 s.f. or 1.7% <br />31.95 s.f. or .36% <br />The applicant's consultant, Mr. Mularoni advised that it <br />would be no problem to meet the 1500 s.f. standard of the code <br />and would reduce the dimensions of the proposed garage by 1.4*. <br />The final garage would now be proposed at 24' x 22' with a total <br />area of 528 s.f. <br />Final structural hardcover for residence 6 garage is now: <br />Allowed " 1500 s.f. <br />Proposed « 971.95 s.f. + 528 s.f. = 1499.95 s.f. <br />Lot coverage variance is amended as follows: <br />Allowed ■ 1334.1 s.f. or 15% <br />Existing ■ 1469.95 s.f. or 16.5% <br />Proposed “ 1653.95 s.f. or 18.5% <br />Increase of 2% of structure <br />a^