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�y W '�ti��':• <br /> y W ��� � � <br /> � TOTAL LOT AREA = 10,800f S.F. ° °'°4a`'- <br /> � ' � <br /> ; <br /> � <br /> � HARDCOUER CALCULATIONS• (75' SETBACK) EXIST. & PROP. O en .�°., <br /> STRUCTURE AREA PERCENT <br /> m <br /> HARDCOVER � v, <br /> EXlST1NG HOUSE 29 S.'F. ' 0.69 � � � � <br /> EXISTING DECK 305 S F. 6.5% � a <br /> EXIS7ING RETAINING WALL 27 S F. 0.69' � <br /> EXISTING CONCRETE 6 S F 0•» � <br /> EXISTING ROCK LANDSCAPING 6 S.F. �•1� � <br /> TOTAL AREA WlTNIN LOT TO 75' 77ER = 4712 S.F. 'a, <br /> TOTAL HARDCOIiER AREA = 373 S F. w <br /> TOTAL HARDCOI/ER = 7.9q N <br /> • � � � <br /> Ec °o , <br /> �o,o v� <br /> HARDCO l/ER CALCULA TIONS: (EXISTING) 75' to 250' z�o J� � <br /> ' STRUCTURE AREA PERCENT y o'2 v o � <br /> HARDCOUER N°�m � H °' <br /> r��C� U <br /> d N N p _1 <br /> EXISTING HOUSE 1561 S F. 25 69' �y y;] � O <br /> EXIS77NG DECK 79 S F. 1,39' W� �,,�o � <br /> E X 1 S 7 1 N G D R l V E W A Y 206 S F. 3 4� ;��e�b a � , <br /> EXIS7ING RETAINING WALL 88 S.F. 1•4% ��E o�� o� <br /> EXISTING GARAGE 576 S.F. 9.5% <br /> ti <br /> EXIS7ING CONCRETE 187 S F. 31'� �°��° � <br /> EXIST7N� CONCRETE TUNNEL 50 S.F. �•8q � o'o z o ; �; <br /> . EXISTING ROCK LANDSCAPING 650 S.F. i�•79 _a`o�.�'n in n°. o° <br /> TOTAL AREA WITHlN LOT TO 250' 77ER = 6088 S.F. <br /> TOTAL HARDCOIiER AREA = 3397 S F. <br /> TOTAL HARDCOVER = 55.8� „ [(j <br /> HARDC01/ER CALCULA TIONS• (PROPOSED) 75' to 250' � °T � <br /> S7RUCTURE AREA HARDCOVE'R � � <br /> PROPOSED GARAGE 590 S.F. 9.7� " � <br /> PROPOSED DRI VEWA Y 808 S.F. 93.390 <br /> PROPOSED RETAINING WALL 85 S F. 1•�q <br /> . PROPOSED SfDEWALK ' 76 5 F. �•2� � � <br /> ' EXlS77NG CONCRETE TUNNEL 32 S.F. �•�% <br /> EXISTIIJG COI.d�CRETE 27 S F. 0.490 � j� <br /> EXIS7ING HOUSE 1561 S.F. 25.6q '� ;r. <br /> EXiSTING DECK 79 S.F. 1.39 � °' <br /> 6 <br /> TOTAL AREA WlTHIN LOT TO 250' 77ER = 6088 S.F. � <br /> TOTAL PROPOSED HAP,DCOVER AREA = 3258 S.F. � <br /> TOTAL HARDCOI/ER = 53.59a ■� <br /> � <br /> � HARDCOt/ER CALCULA TIONS: (LOT LINES�EXTENDED � � �, Z <br /> TO STREET — EXISTING) m [] � <br /> S7RUCTURE AREA PERCENT � o ' <br /> ', <br /> HAROCOIiER o <br /> EXISTING BIT. ORIIiEWAY 349 S.F. 65.79 <br /> EXlST7NG STEPS 16 S.F. i•�� <br /> EXlS77NG RETAINING WALL 25 S F. 1•7q � <br /> � m O <br /> TOTAL AREA W/TH LOT LINES EXTENDED TO 250' TIER = 1444 S F. � <br /> � � <br /> TOTA'L AREA.= 990 S.F. �' � <br /> f TOTAL HARDCOIiER = 68.59 �. �; <br /> NARDCOUER CALCULATIONS.• (LOT LINES EXTENDED � ° <br /> TO STREET — PROPOSED) � o <br /> STRUCTURE ' AREA HARDCO�ER j � � � <br /> PROPOSED DRIUEWAY 280 S.F. 79•`��° j � C <br /> PROPOSED RET. WALLS 9 S F. 0.6�' � tr� >- � <br /> TOTAL AREA WITH LOT UNES EX7FNDED TO 250' 77ER = 1�4 S.F. � c� <br /> TOTAL AREA = 289 S.F. � � � � <br /> ;, � TOTAL HARDCO IiER = 20.i9' � � <br />