Loading...
00-0799 . . . . . . . . . . 00 . ... ... . . . .... . . . f ! ARMANDO SANTAX )JMA PF•• •• 1.6g251jW-8�'° �`� I;lYateah,F1331�16•• ••• ••• (305)558-8527 To: City of South Miami Building a4rZ6ning TSepartment- • Ref Inspection of the existing residence of Alejandro Pollier and Maria Martinez Address: 6610 SW 75 Terrace South Miami, Fl. Dear Sir/Madam: The inspection of the existing condition of the room to be remodeled at the above referenced residence shows that the South wall is in bad condition with some of the stud rotten. The repair of the wall according to section "I"of sheet A-3 was recommended. We also !. ♦aM1•Ak!t inspected the other wall around the remodeling and they are in good condition. Sincerely: too Saondo Santamarina PE 33731 ZJ f IN 1 •..• ••• 0000 •e•• • ••••j •j• •••• •.• • • ♦ I• •♦ • 00 .:!0%0:00 00 % • • • ••• • •��• ♦ • 60 • • { • • • • : : • • I I � • •'�•� • 0000•. .� 000 0•t 0000 �••• • •••� 0 : '.�.• t • f _ ,y �t • •. 60 •�• J' 0% • • • 0 00 0 . N i•: 1 �• • • ••• ••�• %%000• 0000.• •••�a r 0 • • • • • . • • • 0000 }� S1�ij• fie?--0 tMno r,- At X &►7 /! Pa A- 2/© V � � 2- 73 �. S r or P= C JL 33 : O-Ar t bob n ao r't r l to,45 -ea ; `1 b. Q _ m 3 CD b. 0 0 V� 1 CL 3 w N a _3e aW LO Co .= d y M = H r IL yd7 _ _ _ � «o - SLA N o$ E m Us ii s C E ° rn `o a°o QNaO+ >_ C NO M 00 <'A MM _ p cts 3 W y 2 -0 -W MM H -'.2 � mw� 3 tOCfl C4 L� CN ~ .Sleeve Anchors T,8 �h'� 6 v93. N;F. � :i�`�•y „� .s''I q�C K a-�"�t` C^ (D N• p cc�I'll"Alk,l'� r^••'' �- '^tea /,.�:�� t, C.VJ l0 co ID 24 cc v >o— a- Co =a f ..:✓ oQ o CL 0) rn fi Full Line - `" • • • ;% ••% • ••' •• : • • • %�' ��`��♦ ♦ ,+�` • .�`_.fir` .Ft�i •; a �` a ��-.,� Vii'{♦ ♦ +�+�* � €:�, �,,��nn. t Ste • • • ..• • •crn { • •. _ : • : • • •••• �••{tt•• ••{t••{ { {•• OO•••- =• f N X CD 03:3 � a O CD,y -91 olln.-771 . CD G 3 ti <CD CD CL CD gym, '' CD Al, p. N m m .-. o.o x CD m DUO o m a �0 CD ID m C6 cr CD N Q O n -. CD m .'.r 0 CL CD w cc M� T W, 0 w _. '� C O O O O'm <' o o a z; s �♦ - C \ CD 3 C C, C =r- O CD 3 O' T i 3 m slonp • • —+W N S'X p� S lD QO]X N O O (D O- ID QQ .T O O O• �6 m eD< m A DJ S N X CL EL CL O d N i m =r om� ° m'mNmN t i G < O n y O N O N cD �m� c o m O d O N = 0 CD • - O C.0) N n Cn CD f0 Q 3'O cfl O N < y < D O D CD <O N (p N (D J CD by - N �--r• X o� m 3�' c.ao — x m 8 l ZZC VaI�lO-1J '331InNOSAOVf / sail' JaIJo�{ ? f `, ,' '�,v`, p 3AId(1 �a1SnaNl 1081 l j �- oNl ''00 'oJW SIV13W NzJ31,SV31-linos . ; .. , . NJI �( d YAM IC 1••. W W 3 _ C3 1_ 'Q Q .. !-. x 0- 1 V' m V i nc: W O d •r.. 2 a C d 2 G V O 0 0 0 0 0 0 0 0 0 0 O 2 °� a 1.1 I.1 c9 P1 I.1 C'1 c•1 c 1 /�1 1'1 I.1 c a Cni r . d 0 C - a Cl 4 r CGt U D M u N t N G m 0. N o = 0 0 0 0 0 0 0 0 0 0 0 ° o? a c'1 c'1 c1 r1 I'f c•1 1'1 cl I'1 M c`1 r o %D %D %D %D .D .o •D •D �D u u ° a• N - ° u L i 3 m na t ° •, v V1 •D •D •D •0 �0 •D :D •D •D i V r a IA 0 W o r ~ 1� 1� •-. C� CO 4 to 41, W n ° ' J O O Q .i. a t co cc CD cc CD QD CO •" L7 d N = M m O.N O •D m O O m o •0 11 r1 N N N I. f7 VI r U d CO m CO m m m m m m m m d 3a mmmmmmmmmmm 1. v ° o. aaCL0.0. o as a u 1- 1- ►- r 1- r r r r r r U U 0: DG K Ix 0! 0! 0 DC 4 4 _ S +1 0) . .. - _.,"-.,...J„„ .�✓.a -..mac-�.----- -S+c.."--��-...�_. ... sF.te"' _{;� .. :G� _ .. - "'�.+`..�' w O ° n u n u 0 o o Z QNu o t o'n e n C ° r c o V o' O W d e c O. :u c ' .° D n a M 9 0 N O. • p j d �O p CV N •0 ••••• • (7 D b v 1n u • . J 0 0 0 0 0 0 o C C V' c N�'•, oo v > • • •••• •••• u 1� 11 11 P n n n d 3 � ; yj O u • • • • In In Y9 Ln In In to D C yr� 0 O V o Y L ••••• ••• • • D y ° Q n �. c a.10/1 ° p • • �� `=' 0 Y U 7 U m .2—to >. 00 000 0• • • • j U O o p E o � n u •••••• ••• Q u u o c c- c L I u u • a r cu o E °o' °ao o w vi• • • •• •• - � d a a a a m m a m as O « ° W. ; . U u L • • • • • •• W (d 00000000 ° c � u = �� N •u 5t c u • ••• • •• C9 r i 1 1 1 1 o f o 0 0, o u • ••••• •• •• E, 0 v V7 N n In N N N r n u> C .0 EU1 C nLn u C ` 9 • r • • • • O o ° ow n t o ° ov v •••• NCI Qi W • • •••• W N b4 „ E 5 ou u« C rn° u >.o h &D •••••• 00.0 • W V o N V D • E U ° o.. ° u ° O j Q • •••• •• • Q W 01 N Y •O m N N N o °'� ° u °n o 09 = I^ �► u o f �. C u0 cW U p VW • -16••••�•• • ••••• • • •♦ J O O ° O ° V O U On O > n O 00 vi M •• • . . ^• j 0 0 0 0 0 0 0 0 H o u� 'o rm „ 201 L . Ic • • • • • • • N N o^ Y O So.y u a•� Y N • : • • • � N Q •0 m N N N U1 M N.> 3 9'a c u o p a o�/ v • • M • u N m m m m JOD m m O n i-. u a U „Mt C O o C d •••• • �'° 0 0 0 0 0 0 ; v1 r1 c N Z D O 0•- u Y�. • • •••••• a ° N N N N fu M 4. (n u o v,. _ O DLL a ; O u u NW • . • • • °� D. n. aaa. n. ao E 3 u c cu • • i r 1... r 1- r r i w 0 0 0 oL u u r y1 O C •• D• cr OL OL OC 0: 0 IO0 �- O'f, 0 -UI tp1- Y O u D „ 1r G O O. u a ° NV D „�« M cc ° OW • • • J o • • RLn u u o 0 o E Q o° c E1 „a o � o n°o u °'S u E 3 no : s W u o „ a Q u c o c o a u o z �� s � a� 5 aSo as �o (U C� n1 n i .n o n CO J r 8 l ZN VGPJO�3 t33�InNOSAOdf � � ,�,� SiOy0ud DOOM 4-- 3ANG ' ,2j1snaNI L09 LL l 4 �r / ov o 1 ONI "OO O3W SWi3W MJ]JISd3Hi.n •tW —•t/••:•,..0 •N lo•y U••w6v] r m � � ra 3- I U H I LL � U H w dO Z CD H _i zi CL ca fj II j m O U N O V U fn � Z CC7 7 2 [ .O Q Cc) 2 O .> W U U CL U O u Y o s LL CL h o d O V Z d 1. d ptn U N U 4 Q to t:] (1] tlD •? N j U T.n o o C7 O C ° n C . D +, ,� .O m I I U ° ° a d a I o to a, - 0 0 0 0 0 0 d „ C to to to to N to �, .0 ` c OI 9 r n r, n r` N r, ._ .'Z C d t+- _N N N N N N N N ` p o c u o fm r.d^ C O a 'd C:, 0 0 0 0 tl Qto vtn Q• •.r Q Z o tn N N In N D V C V n t\ n n n N N f') 7: 3 C 00 V t tl N N N u N N N a� r p O �� 3 tt ° a d _ � ; �0_ (nom N r N Jp 0 O Um OvtO A x Y o N m V ND , �O d tm O Y VI O N O O j O y U- C° m a c ° u° o o' oao 0� Cd d tA �^ C 0u �n r E� oc� u 0.. N d e N o In C t 0 u H V.0 u u t- U N rn n �3 u ` v i Da °'� V1 _ � N Q1 m f1 N N N � O M U U � � O CU C C .-•. N N N m U [ o 10 p v u o d d C D N O o f v E C W ug U I E o u•-- O u u u ul C orn 2j �. U tl O D c V-2 C m t. d NNd t^ c U o o 0 u rY v o f u a, CD N 10 a N o,7a c O• v n° o '0 D ° �O /� tl E CL L W -0.4) ° E o= c .c O o 5, _ Do• •.• ..•' '. ' ��� �Ll. Q z O i E ° N-c 0 W !6 c V v o o o c o O ?ti; uoy ort Q ` n ° d u U C V 3 N d 3 W uo 'N u 0c z ° �d au as W r '^ ••.•••••••••�.•••••••►••••••••••0•••••••••0••••••0••••••••• •••S••�N•o•'••o•••.••!•• .••••..•.. •••••••••• ••+•••••0•••••1•••••.w••. :; •/• Z Es'v U x a D¢td C d' Y a a V Q J r a ao U t o o D to t�N—o.tv ax o. t:o d o 0 ri CU 0 0• Soso O D o 0 C) o V r °o N N.t n W a c a x pr tl°7 x d. co t tL S • • 00 O to N O ci - N•M•• • OP t6 Z 0 •0••0 •• U 0000 d a Oi v H 0 • o••••• IA r L O u n fu ° i O 0 • � C t t Eu d at Z O a! C m d ID to [t°N o Z a Q L D O O a a o s .. • • r C " r u • w• • •• so*** r, \ ••• •• • • pt o o u � y N v C r 4•A •s•• N • • • 3 tO 0 j a O) o m m o 0 Lj N N U m° m W p CL a. r° L q! Gua a v l 8 S a j vt. i 6" ry �� ��6ua� ssE!t��c�•� " �! 1/ s�'jnddnS jsior _� , 8.l ZZC VGI�J 13 '3-1�1ANOSA:DVr �T i s �, y ^ •� � Y s�oy�uy auoou�nH �+•- ' g l>1 ° 3nlaa �a1snaNl N 'OJW SWID-H N2131Sb3HinbS �. .. .. ', ,.� 3'•`. . .. .100 ''^.V�•elyWl •Ni •;y � ,' M1 N a t, o '.`s, ¢ • .. ,tr + "r y -, �,��, x ch x #y«" vxx ..• .w'9 .;f a.*xi-- - y„7. t 3a• ? rY < r , s- - ` '{• 7a:x j -�. , ''+.� 4 n.'fx'4 y.: y... :,�;s,3 3"�•q..', :3S:�Fx'x''ti.Fi: r � `�”� 4+ � W s3.'b?^'z,. ,+• -'J f � .� .„a• 3 i f"'qt z 4 i t S x s `� W O•'. Ys G 1 Y •Y t.«3,' +�." e3 Cp UJ to LI) W to Uj �` t .. ,s � ' v �• r - �` 1:;��,^c.� s0roa,y-. � ti,w� rc:.., K .mow tl tt.• p ,V V� _ U ///�� "s1yQf 5�.f�yy "�'�' S i y �yam., L •i .� „ , °o a to 'n o .L = J o 0 0 > v a o .: m m - O U u C .t N m n on Y A a O O 0 0 0 0 0 # O m N N N N N Y 0 sr O "= = C 00 0 • ••• a O C V1 .+ .•. r. N N •QN O .a O 2 - Q ; N Lt• ° O m N N N N N N •O N C w .. .. r. 3 0 „ E cn r uy v End [ °° c oo �•i M G a +� d �a �� O x m a o N v o v o v c v to i° ° u c .n o m m m m m m m m m m .( N U O ? l C� ° V ...•� \ \ \ \ \ \ \ \ \ \ U(D •.• . Cc u _ o o oap, h O vu c m m m Im v w3a) v Ev t. oC E� .o ` u N um° ,\ \ \ � \ \ u a c. � .. • •N �-. l� f� r. V) V) f� r. — .,°, N „ .L.t-. u c) v .n v m In n v m vl ° ' u o: t�° n'o r c ;r A •0 •O •O •O m m .D d .N r ..”V)V) U N U 39 41 mma• � o. r. o% Q:.. � � E c ay Y rn� Y °u �mj, Al u 0) r. �.. ., r - • O•C .D Q D 'O N C1 U,V :,u O `Op R 1., �..I v E a o u ii o v o.- ^ a O p L) U:; cw u'. N N j • •• .. .. —ssl .. o0i EO a = � 0- HMO. on° .�+C CL D • 4- sa v c C a o rn o Y� U O �'.�..':7.0 6 ,L y C ° Q D 2'O) C L U w �••_ J.`� • • ] �' N N 'U i'fICS`N�N�v�.�' C _ O c u-° c v •_' 1) I oi. •p•o Qla C,v r,, f_U 1o_ arm i a alo;a - * ° _ c 3` o �n lu c ov► u o o c H oT� o, ° o � .gM .,-E,j.' nn C •NCO D `« �"' " _ OY Y- f O� CY O... Y OO ��� O _ �� tub � On; po F••V. <UO aQ <U O;< O n z 0 E= d s • a � a o m N r 0000• • a • • a +� • • 0000 d 0 ,. 0000• •• A -) C v • • •• 0000 a of • • • N m N o 0000•• 0000 o d t • • • • o d a o • • 4. ° M a m ••••i• • •• • • Q o o 0 m G% A••• • • • • •• J a co fn • ••• • 0000 �••�••• j3i i� 0 ease•• � � 0000• X1111 • • « a a ° a °=3 CIO • •• • • • • , 0000•• • •• M a N U Q • •••� • • O •' • x � d CD tA • . • C U Vf • <x %•�A•� 0000 •• •i Wz E=• a f"'a N • i • • • W Q ° •,,, • • P�Q: o 0) 0000 d • • 0000•• d • o cc 0 m ii • • x of .0 ..OZ t; 0000 • • •• m m o �. 0000•• • • •C O V u Y Q' • •• • -.e/S•4 a a s r • • • • . •••0• r ¢ N OV ca.) CL • • no N N O. r Of V) t 9 Sheet 1 of 2 Location Sketch N.T.S. r� 3.51,� , .•.50' d9.jB s;: '3' .,e-3O.L y + a r, S 3,ao r)L AGUE V I... ;•} - _.� /;50' _.•.',dS.333 �. :83..34' `i ' jR c • • 0000•• • • a3 �1 X3.3- _ 0000 • 0000•• •• • • 0000 0000 • • �.• : •• 0000 • • 000.0• 0000•• 0000 • •• • • • • • • • • 0000 • • 0000•• 0000 • 0 • 0660•• 0000• • 0 0j00• 6•:666 Certified Only To: • ABN AMRO Mortgage Group, Inc. Property Address it's Succesors anal/or assigns, A.T.I.M.A. Alejandro Pollier & Maria Aitziber Martinez I 6610 Southwest 75th Terrace Wadie A. Zacca, Esq. Miami, Florida 33143 Attorney Title Insurance Fund, Inc. Elevation Information: Legal Description: - �;OYll1m Panel 120658 g p Panel # 0276 Lot 8 "LUDLUM PLAZA" Firm, Zone "X" According to the Plat Thereof as Recorded in Date of Firm 03-02-1994 Plat Book 49 at Page 6 of the Public Record of Base Flood Elev. N/A Miami—Dade County, Florida. L; )west. Fl. Elev. N/A Garage Fl. Elev. N/A Suffix AF Company, Inc. ,�9 This certifies that the survey of the property o descrititid hereon was made under my super- 06_05_2000 vision & that the survey meets the minimum technical standards set forth by the Florida. Surveyors Notes: /1 Lands Shown hereon were not , Board of Professional Land Surveyors d: Zappers in Chapter 6 abstracted for easement and/or R/W of records t, of Florida O Administrative Code, pursuant to Section #2 Survey is incomplete without sheets 1 or 2 a 472 027, Flartda Statutes. #3 Benchmark : 1liami-Dade. County Public Yorks Dep. i,an d; That the Sketch hereon is a true and N/A accurate represeniati0i thereof to the best #4 Bearings as shown hereon are Based upon of my knowledge and belief. subject to notes Southwest 75th Terrace N89.56'47"E Professional and ,rotations s r 15 Please See Abbreviations and Legend Surveyors & Mappers on back of Sheet 1 13050 S.W. 133rd Court #6 Scale of Drawing: 1" = 20' Miami Florida, 33186 mando Alvarez #7 Drawn By : C. Guerrero Date: 06-05-2000 Profe tonal Sury or do Mapper # 5526 Ph. 305 234-0588 State of Florida #6 Diacketles No. 195 � ( 19 Revised: Fax # (305) 234-0423 Not Valid unless Signtd k Stimped with Embossed Seal Abbrevi ,01ed Legend A/C = AIR CONDITIONING ASrN. = ASPHALT A/W = ANCHOR WIRE 81-GD. = BUILDING C.B = CATCH BASIN C.B.S. = CONCRETE BLOCK STRUCTURE CLR. = CLEAR 3 CONC. = CONCRETE D/W = DRIVE WAY INC. = ENCROACIIMFNT E.T.P. = ELECTRIC TRANSFORMER PAD I F.D.11. = FOUND DRILL MOLE F.I.P. = FOUND IRON PIPE 9. F.N. = FOUND NAIL FPL = FLORIDA POWER LIGHT 1_.F.E. = LOWEST FLOOR ELEVATION (F.F.) MEAS. = MEASURED M/L = MONUMENT LINE N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.T.',13. = NOT TO SCALE 0.E. = OVERHEAD ELECTRIC LINE 0/1_ = ON LINE PAVM'T. = PAVEMENT r.C.P. - PERMANENT CONTROL POINT r/W = PARKWAY _ P.M. = PARKING METER PAD. = RADIAL RES. = RESIDENCE R/W = RIGHT OF WAY ' S.D.H. = SET DRILL HOLE S.I.P. = SET IRON PIPE S.N, = SET NAIL STY. = STORY SDWLK. = SIDEWALK ••• •' •" U.F. = UTILITY EASEMENT 0.00 •" U.P. = UTILITY POLE 0000 0000 • •� W/O = WOOD DECK • W.M. = WATER METER 0.00 •• •• W.V. = WATER VALVE • •� F.H. = FIRE HYDRANT 00 IRON FENCI- ••• .... WOOD F ENCE • CIIAIN LINK FENCE 000000 0000 • • 77777777 = C.B.S. WALL • 0000 •0000' = DENOTES ELEVATION • 0000 0000.. • EASEMENT LINE 0000. 0000 - - - • 0.00 • = OVERHEAD ELECTRIC LINE 0000• r d 11-27-1996 3.00AM FROM AJ LINK INC SOS 6399740 F+. 1q1V i C a l entador do ,Aqua Eiectr6>. ko "Sin Tongue ", PR SSAMDO a TrM-SCJ3 requiere Y61vulo de escape,y:su compocto tamano permite quo pueda ser instalodo err ca5l cualquter lugar, Como el lider reconocido en la tecnologio de colentodores de aqua instont6neo5, Niagara Industries se comploce on presentar El TITAN-SCR2 con reloci6n a su tamano y con uno eficioncio el calentador de aqua instantaneo(sin tonque) paro el Siglo XXI, average de un 99,54 es el coientador mas avanzado y potente que exists an el mercodo. Y`i!4l4-Se". El TITAN-SCR2 es sin duda alguna, el calentodor de oguo Manteniendo la confiabilidad y eficiencio de nuestro cl&sico instontuneo 1oo el siglo XXI. calentador instuntaneo TITAN•ATC, hemos kVrudo jewiiollctt exitosamente el nuevo y mas av-anzado TITAN-SCR2. � _..:. . El nuevo TITAN-SCR2,incorporo una nueva y moderno tecnolocgis de diseno y funcionamiento,con caracteristicos pvonapdes,toles `..: :;•,'.; conl0:Pa ez W*Cti i. 1� y tvd en!as medidos de temperatura,termostato ,,,; de reposicibn manual,y un nuevo sisteme de on6lisis diferencial de aqua/oire paro prevenir "orronques en seco" (principal problems clue presentan otros calentodores). Colentando solomente el aqua clue se necesita,el moderno diseno 0s del colentodor instontanoo TITAN-SCRs, slimina la necesidad 0 ds voluminosos a ineficiiintes tanques on ios cuoles se calienta el agua casi coritinuorriwito, con costosos desperdicios de energia. El use del TiTAN-SCR2, puede reducir el costo de proveer agua MODELO MAXIMO VOITIQS MAXIM© cnligrtte hn.stn on 60%, An<omptrractA-n con Ins calentadores ({V\/a IM Y AMPS a MO V elsctricos convenclonales. El TITAN-SCi 2 proves una alto eficiencia en el consumo de N- 120 1 1.8 KW 220 V 54 energies debido principalmente a su procesador on6logo electronico N- 100 10.8 KW 220 V 49 dedicodo,topaz de medir la temperatura de entroda y salida del rri-$5 8_5 KW 220 V 8 aqua a raz6n de 21 veces par Segundo. Fste moderno sine rno de,controt de energio, ana►iza los datos, N.75 7.5 KW 220 Y 34 cantrola y regula el consumo do energia, Para obtener una maxima N-64 6.4 KW 220 V 29 eficiencia y una alto estabilidad en la temperatura del aqua. N-42 4.2 KW 220 V 19 Cuando no hay fluido de aqua el TITAN-SCR2 no consume —-- ._,_ _ _ _--M energia atguno. N- 10 3.2 KW 110 Y 29 Dispun;Ue en 7 diferentes modelos,el TITAN-iSCR2 es ideal p ara Cumplimiento UL#499 un amplio rango des aplicaciones. Normas ANW, 10.03 El TITAN-SCR2 node su lir am Listodos. Applied kesaorch# 29.580 p phomente las necesidadas de Aprobacidn de Dade # 97-062716 aquo callente en casas apartvments>s y focoles aomerciplss, fi ..1,Q;Y 7" x 2.7 logronda quo on mochas aplicaciones, los ahorras obteni 5"d Dimensiones os en peso • 8 jibsas • el consum M o de energio el6ctricp puedon "pagar"par su calentador Material : Erwase de ena&. • on mono$d4 un oho. TuheriQ V ta•^dord A 1/2" �. Presiones... • 5 PSI/Min:I.0•P.SI/ 4x Debi&osu blindaie de WCOLOY,en los elementos de tronsferencia Werruptor de Flujo Acfive a 0.3 6PM**c9a u 0.40PO de Spl4r, yy QI use-,dA y.brr+ncR on sus rmmnonentes probacl4 a icienrin • estructurales, el TITAN-SCR2 es ideal en aplicaciones dond Cs e arontlas 13 .nos en P4 py�ace de bronco existen depositos minerals qque contribuyen a reducir • 1 Ana en log �r� torr;po`�trtiss conslderablermente la vida she los calentadores convencionales: Modelos 7 modelos a es:a,ger Elemento .Vtb1 PlQzabj8 V: '. El TITAN-SCR2 se ofrece con uno garontio des 15 anos on todos indicadores • Luz A nbar(uAdad lists parabpatar)`• los componentes estrucutroles quo transpartan aqua,y un o8o en •J-uz Rpja (unidad en operaci6n) todos less lambs por;as uei sistomo. Wdulo Control de Potencia . Pegrla y msm Voltaje Especial 208 Y 277 s yj%• • La instoioci6n del TITAN-SCR2 es rbpida y muy sensiilo, no Proterci6n MIN Micro.Terrno Fu'561 1i•���• .Term,:stoto cVre*p%ici6n . •..•• st \ Y Sheet 2 of 2 ' Boundary Survey So.oO' R ti9 hto of way Southwest 75th Terrace f8.00' Asphalt Pavement r Imo . . . . . . . . . . . . . . . . . . . . . . . Iro loo 20.00 to Fnd 1 13.00' Parkway Reber l 7.0' N89°56'47'E 83.33' o I I - c I 6.0' High CLF I 0�.ti CLF ( 0.42 Cir 08PCir no 'd I ? ° I II� °j 5 Steps I I to •e each liv v - �, 7.0' 1I d l c 15.09' 12.10 C0' to O ° 24.50' 17.06' co I e 39.05' o 31 a One Story CBS St b s' a Ci c. Res #6610 � ii 24.00' 3 I 1 o I Co ,,p Stab e iU I w O 1 0, N ICU ° 39.29' 27.10' 16.92' - N N ( -- T- - - - - - CD 4 I i '7,7 8 j 0.05 10.32'` ,y. I I I 4 .'90, 9 in W. .P. 11.34 �'' I I ° Ch BBQ I I I O i 0000 0*00 i r o I I I I o Y 0000.' 0000• lose. I I Goo' ' } I I I I � 0.0 : •• ••0• • • • 0000•• "r x I I •0.•00 1 :0090:�• l �l I I • • •• ` 'CLF i• • •i0• 0000• ; . Cir 0 `00.0' 0.00� 000.0• 00.• 0 �I ^l I �I l I I 0000 0000 0 • • • I I •0000' I I I • I I I I N ( �o IOx I I f I I I I I I CLF 1.41' I I Clr CLF 0.08 Cir — o.e. — I o.e. l 6.f 6! I — f oi-pid Offset �o�, 6.0' High CLF '� y, 0.08 h N \\e. f.ip. 1.06' (lest o i • o U Dia ��� 090 OD 00 E f•i-p• 83.33 offset 0.23 North no lid Offset 1.95' (lest 0.30' North 0.03' North AFA Company, Inc. FO-269- This eertVies that the survey of the property described hereon was made undo- my super- 0 ;2009 vision d: that the survey meets the minimenri Q, techii.ical standards set forth by the. Florida Sur'*'Pyors Noles: #1 Lands Shown hereon were not Board of Professional Land Surveyors & ' 0 =f+acted for easement and/or R/11 of records S Yappers in Chapter 61G17-6 of Florida ,e #2 Survey is incomplete without Adri^istrativ Code, pursuant to Section sheets 1 or 2 � 4�2.oz9; Florida Statutes. 13 Benchmark : Miami-Dade County Public Yorks Dep. I,aka & That the Sketch hereon is a Mme and N/A accura;a representation thereof to the best 14 BPr-egs as shown hereon are Based upon of my knowledge and-belief, subject to notes SotAtI west 75th Terrace N89'56'47"E Professional and notations shown #5 Please �!e Abbreviations and Legend Surveyors & Mappers on Dack of sheet 1 13050 S.W. 133rd Court #8 Scale of Drawing: 1" = 20' Miami Florida, 33186 rmando Alvarez #7 Drawn By : C. Guerrero Date: 06-05-2000 Prof sional Sury or & Mapper 5528 Ph. 305 234-0588 Ste of Florida #8 Diackettes .No. 195 # 19 Revised: Fax # (305) 234-0423 Not Valid unless Signed lk Stamped with Emboued Seal