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G) coo p nnm n� rr D E() n l� l 00owo� z- O o m D m �m 00 mK r Z � m 0 cy);v 00� r p m ��vcn TI m K cNo��p� r 70 r _u co u) m 0 D N00c°m o v Z � ��5. (D D 3 Ja TT U7 v r v v =vo W a d 0 m � 3 vN MEAN ANNUAL FLOOD LINE DETERMINED CANAL EDGE OF WATER ± F.P.F.W.M.D. CANAL N 5j BY DRIFT LINE -- ---------- -- --- ------- - — (90' RIGHT OF WAY) - (BEARING BASE) N EST LINE OF EAST 1/2 -_- - ---- TOP OF BANK N OF SECTION 26-34-39 50' RIGHT OF WAY C/L OF SEMINOLE ROAD (DIRT ROAD -WIDTH VARIES) W � BM IS NAIL IN U.P. SET L(�: SET o0 0 N 0 jF��(O�U(NpD�5/8" I.R. ❑/ O/H O/H O/H /H O/H ❑/H i o/n O/H — 0/H 0 ❑iN ❑/H D/H O/H O/H 7] ❑/H No PA == _—__ Q ILL HME SWALE± o DESIGN HIGH_- I D o z WATER LINE cn L0 r 0 cow �v Op _0 m D o -u - r—m I+ m m D 0 00� j o mmp I PROPOSE GRAVEL DRI E II III 20.0 m A IIIcn I �oxp _j° g :z zoo 00 �' Z�y\ III i+ ; I I mnP rcn 9'_4" 0 23'_4" m o IIIII x III 61.95' 10 �, o p,7 Z Z y 6,_$„L �I x Q 0 Z w J O LIJJ � O IIII m c PROP. DWELLING n 101 D K � PROP. FF X=18.5 � I MINI 1co 11 2Zr W I L_ DDDmmo FX C>0 XI C) 00 27'-10" Q- D -<p mmo r-oM 0 5�_3 m � Go j < 36'-4" 21'-8" 45.00' xl 50' ' xl W PROP.SHED W PROP. FF X=18.4 50, ��1 �&o n _ �'O��' 165.01' N 25. x 22.4' o co xl Do l I z_v o xII mod s r- co xl r II I � m 2 I DO W� xl rm W /_----_ - 7 o o m D cli K D IV zz-n mmo 00 / / I 60.92' OI *m D cn v / mz A TO o m I� m x om 1 I mz O D I A x it I G) 0 0 0 0 D II ° < w � D° I I xl j mn0 m 0 Dm I � I I III Xw0z II m I I xl pp 60.91' i II II � 01 N1 1 I I oC13 � j m ------Der 0 a: On 1+ IIIIIII 56.5' omzoo Q Zn ul x 0 — X z;a0 I m m0� Cn II o II I j Dnl << I m� � I �+ _ z it xl OW 000O N00°05' 4"E �I �I+� I — 0 — — — — — — — — — — — — q x II D O Ii1 mmo cn m om' v I I A x I I Z I mDjC D roz m 67.5' j r Z m I X II mcn r- z I G) I I °II xII I I II Ij x I I xl ' I III I x II II, I I I N N �I II I (n I I i!ID 41� _ II I I I I II x II I 'I I I II xl i i I II I I III I I x I II II I III I � xII ' � I II j II j o A� w m m N> m f O VJI I DD�mo,�mcn:' IV O oFmsmKmr-5�m IV zm>w 0yzU)o? II O D O z m-'m W m m x II y>-x'8<OD2�aoOnMKzDm W_ my D2mz xl ' 1>Dr2cGivA0<<p> Am00rZ>,cmz" cpo OmOmzOzXo *FFo-.mmou<mz'mn III x II II I mAXr-��D �o ,i�o D� 15, 0XDp M DD II x IIII MAX o zoo �z � _ 0 m o � v mcn a 0 o IIIII mDcn cn ;Z oo v —III=11 ° Z = m z p 0 — ooD 0� 0oz D III cam oZ c� _ m x v W D m D IIIII -0 Z� mr x l r = I 0-z cx no ycn�mrcn mmm mW >C/) mcr w I ��o me Om m, m o 0 0 0 0 0 z D r x zoo 10 r- co D>> —0 o I v m �� m �u Nmx�mZJ j o U) x l A �zzp mo D� z� x III VmD1+ 7 X 17 G) m i+ ;1 Do m r� < r N z z X x I °„° Dm0� D i Z C/) m m j D Z IIII o� z cl)p �� ��� II m � I DSO I III �wz j L7 III cn I ' Zm O -SWALEoc ± - - D� (9i9.-- w oo x —x —x —x —x c —x — _ w`' N _ -x -x x - S 00001'24" W 240.00' x 00 o c z NO WELL, POND OR D.F. u 0 WITHIN 100' FROM PROPERTY LINE ;(1 0 3744.75' 00 C-) z D rr