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/` / 9.1 x 92.2 \ <br /> / \ <br /> �9 °' 9y y \ ■ 91 <br /> / .69-- <br /> $$ 5 92.73 92.35 � j �, <br /> / \ 92.40 ` ' e <br /> , \ \ <br /> , x 92. ♦\ ♦ \ x 92.4 , <br /> 92.73 <br /> \ 0 9 <br /> X2.07 <br /> 92.43 \ <br /> * \ \ ol■ <br /> x 9 14 <br /> \♦ <br /> ■ <br /> \ � A <br /> S89'41'55 "E x 135.89' ♦ y p e, -y 0 G 2 � <br /> 124.79' '' ■ 94 7 � ,� ' ' <br /> R ETENTION POND 193 \Z. 1.1; 4.; (,), 2 <br /> TOB = 92.5 \ o� t o '9 � Z� � toti <br /> BOT.= 88.5 \ 91.57 a •, 0 ` 1 � o x 917 \ <br /> • \ t' <br /> *- 1- o ' 5'4 <br /> V� - ■ 89. 5 8.5 x 0� �.L.� e \ ` P i g ^ \ 97.2 -0 , y I. 90.5 � fit/ <br /> 0 \ <br /> 4._ 91.5 • \ <br /> 92.5 r CP , <br /> 'v • _ � �'�'� \-----„, \ \ 91.20 <br /> r • ' Q - � + '�1 _ • ' PROP <br /> ` <br /> r \ '; REMC <br /> EDGE <br /> ', ri-) a x 9�. , ;.91 <br /> Lai <br /> C= a + <br /> tr <br /> M COVERED <br /> \ j <br /> ISLANDS zF "`/// 9/ \\i <br /> _ � � 91. • 90.80 <br /> • \ 35' o • � \ l.o <br /> lk <br /> - p 88.00' �. a ,•;21,5,..:5, PROPOSED - ` BANK BUILDING \ � 15 14• 10 , 74 <br /> 1 FINISH. FLOOR ELEV. = 93.50 �� \ 5 <br /> 4 <br /> •f ti 1 <br /> / ��1 .m c \ ' 1 x 911,2 <br /> ■ 90.9 S x 53.6 /j t p . <br /> 4, <br /> L'''9. 10' WALK 11 p ? _ : . / �i� ' 89.96 <br /> I \ <br /> o 7 . SI1. . o o 47' I \ <br /> \. 0 <br /> 90.5 1<\\ <br /> x - p� \ <br /> x 90.8 0,�''< 9 °`' 92.50 x 146144,100 T <br /> ► , I+" - `1 � � 1 � 89.08 <br /> 9 6=61 6 ` .r 1 o e* 90.5 <br /> • le oo , 0000 oo� ; <br /> 4 m e t• x 8 9.3 <br /> y , SEDIMENT FENCE (TYP.) i <br /> X r 9 0. B .. on .n x 90.3 r � x <br /> � � � r x 90.6 �� r � ..." " 9 0 . 7 � � <br /> S 89 E 215.83' , • IN •I.C. ) <br />