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00-0366-002 110 1: i J,i — — . . . .. . „ . . . �ITT - .� T T T� n_.. V DIVIDE LENT(SH IN `¢ 4 EQUAL SPACES S' DEEP GONG .CAP W/ 3 " 4 E,4. WAY O MAIN LINK FENCE PROPERTY LINE z - PROP. LINE OF I I ~i I XOR,4 EDGE CHAIN LINK ff , BLK COL. �� S X loo COLUMN WITH ALL S.W. 64 TH. COURT CHAIN LINK GONC. FILLED SELLS * ; _ — so' 00 STUCCO BAND— FENCE - � - —_ Xct 'R�� < xk k x x � f x �' X{,�Xx xrl x, xX S dxX F Xix'r kxxxe kX ! , xkx x Yry kx xxxxxX ,llx xx,��XF Xx x,.� Xe l'x x ! M xt xr. x �Yxxtx ��xt\xx{ x;�Y.�` x x�` tx xxk <� .x x�F ��� xk 1 5 PERT. INTO XxX ( SYl1X xxXx , rr`r <xxk.kx <Xxxxx� , xxX`< Xx(xr'lYx Yr` GROUT. FILLED _ -- — — — — — — `�r <x� X (,x ti,„Y x'xxx ,Xx i(k'7 iX. "x'XXXx{/,i�,:,!xk rX x Y,'x:ixX Y'x { (\ { r'( kkc X`( , i(?'t�Xk i t`(.1'IY,y X.�. 'ter Yx"tX {k e'A ti Y f+ Y1 x l {�S (xY x fti;z ~ j r'S z";c/!s Xk;X`XY�f x l' ,<k.?;zYxx x Yk `X`t;X,/k„x...Yl XkxY. <{,r xXK,1"<Y f. CELL \; �4' `s x t X'!x' ;{X”' * ,x;� X c;!.Y ;x Xz f l x'x;,z k k r X !r k X Y +M �� C t. 4 5 VERT, IN GROUT Xxk F;ti t t`tX�r x x,tf;if`��{XX,�.t\ x Xkf�t Y,x z,'gk Y?k�l{! ik4 Yr:;ts 1' `� v r`r x`i�X X x�':t'ti,,X r X. i y x �•,,( x.;A;`... x X k �{x:{ �� Xxx x'ti z `x Y — -- - 'x;<x x x�X `<K X`x sk, x x x`xA r;� r Y L L E D CELL OF Xexlxf. F;< „ zx ! x X.,` ( k�{1k x.;<k XxXY.1TXdx X�xY, Sz,Xxx'x/ XXa�� tx %y x'x < <F;r�� <xti.rxr, r<,�, xxx fl 'x�<k� .k„<t 'a�xx ;x �x t= XY CONC. FOOTINC� ALTERNATING. COURSES i z zk x kz Y <"Xx Xx:\(ix xk // / OF MASONRY "; ' % ; , < — ECCENTRIC STUCCO Ai 02 TIES 16' O.C. IXORA IN GROUT JOINTS 5 4 3 — 3 C TYrF, FERIl IETEIR PENCE LDETAIL N.T,5. _� \ tu M 0 2 1�, ili FIN. GRADE � �Z FOCTINCi FL,4N 3/4 NOTE: PIERS ARE NOT DESIGNED TO SUSTAIN _ \ 143 ( a LIGHT TECTURE STUCCO " WEND LOADS FROM ADJACENT CHAIN LINK FENCE, 3 (o X 3 fo X 12 DEEP CONC FTG. W / 4 � 5 L AL DErC RHMON TOP f BOTTOM. EA. WAY. - LOT 2, BLOCK 2, LAWRENCE HOME51TE5 6U51DIV1510N 3 -6. ARO NDR ALL ACCORDING TO THE PLAT THEREOF 45 RECORDED IN PLAT 5/6' 6MOOTH 5TUCCA BASE— MOULDING PROFILE BOOK 42, AT PAGE 32, OF THE PUBLIC RECORDS OF DADE :L: W a SECTION 4-1 3/4" COUNTY FLORIDA . 7rF CAL FIER ELEVATION N.T.5. � ! � �' S.W. 64 TH• COURT VC' ASPHALT PAVEMENT �I ° NOTE: N ° a z WW O ALL ASPHALT TO BE TERMINATED AT GRA55ED AREA, z s, ¢ NO CUR55 ARE TO BE INSTALLED, x ENTRANCE ONLY ►n M' GRASSED PARKWAY " ' I ( � PROPOSED 5' SIDE UALK - PROPOSED 5 S DEUJALK I ° - _ 143.00' f f^o ertt Lines 20'-0' WIDE 0' LANDSCAPED ENTRY' ONLY 6' LANDSCAPED WALKWAY U BUFFER ® BUFFER Q (� s Lu 5UILDIN5 SETBACK J o cl J 61 - 1 y 7 5'-0' HEIGHT Q �/ CHAIN LINK FENCE o W/ l(o'x loo' CONC. s COLUMNS Q (REFER TO DETAIL e ( a� J THIS SHEET) ( Q Z Q 2 r � $ p � ASPHALT DRIVEWAY PROP05ED `� Q �� W �- AWO $TO Y OF I�BIlILDINCi � � Q � p � AND PARK1NCs ' iK _.. . d w A LOCATION OF U = Q- F EXI5TING FIRE �j ° `n 3 , 9 x w (Y H HYDRANT � � © ° ' p C� O � n r!i II ' � FRONT - — �l Q a tll l`� i 4'-0' WALKWAY 0 c� LIB 4 NO CONCRETE Q a 9 �/�6i0� ? cc NO CC NCRETE NO CONCRETE \ Ld CURB`) WALKWAY CUR55 � uu z I ��� APPROVED By \ @ — ASPHALT DRIb>=WAY `� o s t Iv ll!l y ” I \ '`�4`` NO CONCRETE \ I 0 Z r= lf �� £� rR�."�s' [ � III CURB$ " o ;� X 6 — 2 \ � � � A..f�'ay \ CsRASSED GRASSED AVERS D PAVERS rti i�.,: sj*` TE i F ,''I c ' •il l'T'1 I I rn T� I �-. Ell 0 a I• I' O a — 1 s I- .. J a y LOCATION OF GARBAGE , / -+•r„ F r _ 1 � 143.00' Propsrty Lines — A"A CALCULATIONS GRASSED AYE ARE REQUIRED 5Y FIRE DEPARTMENT \�,� `� / LOT AREA 10,010.00 SOFT, 100% I & I T FLAN /2 ' � �G'�� BUILDING LOT COVERAGE 1,445.00 SQFT. 14.44% H '' s, ,i ' PROPOSED DRIVEWAY 4,191.00 SOFT. 41,01% '� Y WALKWAY, RAMPS AND STEPS 581,00 5Q T, 5W% w SCALE: pia' 11-0' \ @ /,11- W GREEN AREAS 3,193.00 SG2FT. 37,89 0 U H m„ -- — T T — -