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SGN2003-07017 (2) SGN2003-07017 2110 N Hercules Ave Pentecostals of Clearwater .,.. - ~ ..l - /v. tf?~~~ .~ '" .... ...", ~... CXA,h,T IIA 1/ Av,.c · L -~ .... I ~ "-", .fI.., ...",: '" "-.fI -r.p ....~ 'f""^ q, '-~ ;/O]:)CO 1SIlQ .... l.DO"S "3 "S.W '" "'.II !l 8 :'1- !;id"::t ~ ~ a;. f !lI J!!'" I <J .~g~ ~ ~ ~ " ~i B i ~.. I .... I ~~ 1;;... B;; g <0 N .... q. ....fI , '8 09 .. 'i ~ l1JI;s .lSI.la ,-- ,.. "I __ 0.- : -_ : ~\. I ~ .......... i,' .... !i~\ I I \ I I ~ ) l J "-+ ~ IJ ""/ ~ '$ r--t~ ~ I f" / I .... ~ I i I" 15 11/ r g ~ I ~~~ I ( i L__J ~,; ~~ J~ ~ ,...., ,.. ........"'\--, , -" r....J _ ",. \ '!!! "+ /- -", .f V " ... '" ~ (//~ ", ,,/ ~ ., I;! :'l d '\: I r 1 ~ - ..; ~ I '~~ d ) I :' ~~ , ~ "'" I I gN I 1(', ' C\; i \. I I ... , " !5 l , ~ J I "'\ ',~,t~ 'l"'l ~ ~ ~ ~ I L \. ~ '.~ r-' w ~ (0 c; 1..,,'..(( .. /"......r I I Z C,) II ....."'" 'J ......//\ Ti 0 , ci J j I I ......"""......""" ~ 1/ ~ ~ ll..: Z 1ii!F! ,I I //......""" j! 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Q) C/)OJ::J ::J"'Xo. .., -..1 (J) C ........ 0 0'" Q) (J) OJ-c n,.,.....-co X"'No. S:OOJ C (J) 0 -.Q .., O. 0. ::J"'~CD .., :-..... () ::J'" . C ~.., OJo X ::J'" C/) ex> _. -c.c :J -0 CfJCD -- ::l COr-+ ::l CD .n Ol ~ ::l r-+ c.~ en en n 0 Q) -+t "'0 -- () ::l _ CO CD OOl CD ~ r-+Q) Q) r-+ ==CD ...., Fee Type Comprehensive Sign Pro~ Permit Fee Plans Review Fee Total Fees 300 00 7550 64.50 FEES SGN2003-070 17 2110 N HERCULES AVE .1l,! Balance Due 0.00 000 0.00 ~ r- w w cr: r- (f) z o z :J I \: <::;t:.c 01.0 :X~1. 1C I C\.J i I Wi cjJ ~1. I o~' ~ ~ I r ~' i I t ! I ~ ~ \ ~ ~ i , 1'6' i ~1. ro..:1.C>P ~ Q ~01 .'):, ~ ~ ~ :0-';) !Q .~ ;; , I 'j ~Q19 I .., AO I ~\' u.1 '6~ I)( 61. I i . en .?. ?. ..,1'; ~ ~\' ~1.V~ I f- .-J <! :r: n.. (j) c:t I"- r0 Ie.., 1 \1 ~~1.b.) ceo" t ,33.00 ....- --- '----r----'--' ~\'-;:: T POINT OF BEGtNNING \ QADCEL -B-: \ ~~, f -~ i \,..." ;C? :;'A TE ELE"iw . ~~6..rf- ~.c~ T'~ 'h\. ELE.', , . 6,3.ZC 3.(/",-r,.... '~/'i. ELE\'.. S2. 7~3 ~RTH SCALE: I. · 30' .~f)~A )( ASPHALT DRiVE DP )C~. '6~ 'If:; ';) . "1.0~ 0"" X 1'6 I '01.-, ~ A?. 01-' 'I ASPHALT DRIVE s. 00008'05- E. 332.00(0) DUMPSTER PAD ON ASPHALT j 'Q~'~ 2C otl..?; ~.1 I "- I //_-./"'/-------- _#~.~__~~_ f 4; - 14' I _____ - --,- _ (1/ / RETENTION AREA I ( 'O~" \, 'I<,'O~'~ /~ ",..p\'lC ~ /' :\~\) ---"-- '" ,~' ,.:-C..o \.f)~ 'QA.?.'6 -'-- 14' 1.' '0. ., -___-~~t, n' \'\'0 . \ '0'0. \ \ i X' 1\ , ~~ y~-- ~4~<e'-.-<-~"{4.~~V/ "1.-t I ,d E;,'O.-)Xt ' <:5 \~"-,,,--' ---- t-- 1 --.--- I> 4()' '" 1 d' If ,7 . (" t 6' , *,,~-__, I"/D '--, E BF --- --______ ----------...'..qf?M '--.. ','~\, ----........... -<:I ~\\ If 6 ~, 9 ~ '" '....................~......._'~ ':....' ........~tl..C3 / / ~ ~ ,~ ,/ '-'., '0 ~ - --,,,/ L1G~~OLE c:.~'0 //' Q /' '" /"" \)UI /'>~, , //.,,,," ~/ //~ j' -~ ---~~~ " ~'Q~ ., 14' '" 26' 17' 1'\ ,I ~ 14' ~'O.~ I I I .~. ;' ~ ~\., 'O~ . , , ~, '6.' ,'," ' X01. ' " c,,_,__ " 12'A _/,:, 34' --.......--...--."--.~- "~--........................ .:. 18' t. 36' >-~) o~i '0 1,>/t~--... ! "" "''-... ....... ) / / / I / I ~$PH4J..r O.lvt# / ~?./ , -~ ~~/- " ----:~-~~-,~f- "" ;' -";', .-/ ;~ \>, ." . ................ 22. 6' ""'1 .) /'~/ ,---~ \, I ,'-J (.. ': !\i' ^:.t I::r: // n'( ,: \ ' ; \ / ' k-'--..~-~:// , ) i')'1.- :, '\. :" '.j /// '-0 '\ 0:5 C\.J G \ .,' " I "" ~ "i , i ~ ~~' ONE STORY MAS. (1;, '<S I', , I , i ~ 4' LJ... ....... ~ t> ~. ~,\\ tf]. ---tr--- ~112-.a---lWIN--I~2"--\~~ ---------t~~ , ~' 2& ~" '0 {~/~ ~" o cO ~ 1 .?. ~1'~' t:t 2110 ~1.0 27. CHURCH w d , 0..' a:~ w ~ 0.. ',,=, ,\ "'~ \\ '0 \\ ~ 19 i (,O~v t> \ /' ,-------- TW1N 18;'- ~8'7" r::--~~L--~~ 01.0. rRIP~ i -<0':) ') la' TOP GRATE ELE\. ~ 6 r.361 C' l( l8'-18'! aJ <y L\, X o~. I EAST ~NV. ELE,V. ,a 66.0 I I "?~ ~~J' " , ,<<; '". ~_~ INV...!:h~~~9J.J 0 ~ 1":' ~O \\.6 -~-------'-37j--~O-----~\------~--!?~-----1 ~ .. : ' ,-C'--~--..Z:'}..1..._ -;-;l w to r0 (Y) '" 42' ClUSTE~ t> TWIN IS' -20' co C\1 0:) (\j <:) <Y> co ,I c.r> TW1N 12'-!2' c. I lC i, cD I ~., '" lWlN 14'-115' .. (0\, ~, / " / ' / / Il) ci c.; <r... "- ~ ~ v ~ o (J o C>> U)'O '" \ '" TRiPLE i2'-12'-la~ i": " ., 24- 61) l( X '01':' ~1.?. ~ ~ ~1.x X ~1.\ " , ~.-.:_-_.._._,- --.-...--- -.:......; I> TWIN 24' - 18r t::. 16' I:> 24' -'- l(- -- - ~J,y '> ~II,; " <( I . v' d') cD eX) '01 :) l( ~ 38' ~1.~ X ,,~Q'~ )( ~~.'6 ',00''6 PARCEL II B II , '" .. 24' r!3 i"'J (;e I 0 (,;8 :i/ ,-~~ 1r1 vJc;4-S-'cJe ,). '-"--, - " '" i z. , '" 1."') )( 0 ., 1(1' c.8,.1 x'" X '0'0.'0 i='1.7- /~,/ X '0'<:,.10 _._~- UGHi' POLE I' ' t I' - o 0, f~ SiCi\ o \ '0 ~ " x " , b' ::J:; l' ~~,. t ~,,~ I '~' p .. 'O'Q'~ l( ,_1.0 Q' 'i ? )('O"~ p ~ O=:fl:r-' -, aI.4.. 2~y.y , POWER POl '- ... ~1 · ~~.OO008f;-;.~N.~\ 2 - t- 01. t-- 33.00JQL "t< )C 1.'6 Q~' N/R _?_3.CY)(F) \" 4~:3- F.C.M. , 1, ,[!~LET -------=~=-::--=\:;,,- - --.:;s. Rc~-:=~=Lj'''-rTOP-GRAiE~LE;~-. . 66.08 '-......, i soum 'NV. f:.LE.V. . 63.38 ......, L::,,_ _,___,____m__' ----- '" ,-'-- -" ..,,-- ".. ~5: '~~\. . t)3.~.c 24' ~:? ~~? ~.. QC;t ,..x t h ._~l,;.'- ~ ___~ _ p .~ 3: 1.76(F) ~~\ "'.- p -, 0--' '\' pp ..<.I, /~<c1 POINT OF BEGINNING' "01.~ PARCEL ~A. --- p -- \J. 00008'05" W. N. 00008'05" W. // , - p ,,,.,,- 3 12.00(0) 'Ol.AO ,~.- '-3'45'~'OtY(f))-iA--x'-" ",.. 0'~\ '--... )(-- '1 o't '<) . x- l 01.- '0' OI"-r '0"7 .-' ' .lC.. b \ 1 roO X '01, _X~-~. NORTH AND SOUTH CENTERLiNt:: SECTiON 36. 61 .C3~ _..------X -_ '< c..sPr:Al 'T HER C U L E S Best Copy Available ~ ~ p )( ~1.-.c",'6 '0 ~.') ... '"" ~ 1, ~ ..., ~ 'O~ ~'L.\ l( ., 26' -+-, x '0'0 ~'Z- ~ 0 l( ;;'D' eo, b r-.'--.-'._--~~ '-I, fltl\r!'I6 ',...,., ~ HI"> C ._8--, . 0) . . '0 ~ I 'QD' ....... r ~ ~ x I:> rNlN 16'-16' c. 'SO" o..l.JSTER X o1.~ X '01.1 c. 63' /" _I._~.~_~-- ... x- ;;,1 ;J l( X ct:) 1:'~1 ~. ~ 9. ,~' ocr 0' ~~t'5' ~ ) ^"". ~. ;i,j~ / " \1'0 0' )( ~\ .~\ )C 4X4 ~.C.M. ~&~R &~~~~f60Xx,---.._--,------~J--- I:> 22' o~) TWIN 12'- !4' 16' '00. .'6 X ,':' 14' '" 26' ' 0' LIGHT. PCU: X 'O~.9 pALm lilI 16" /:> 12';' '" 6' c. 36' ~ 24'~~'< It N)' 6 ~ ~ 9 48' 6Aa. '" 7" '" f2' ~m '" 13' I I. TRIPLE CEDAR. ~.-:5"-:;;" q !2.0 x F.C.W1. p cfJ J( ;;,~. 48'P 10' 4' i'-. Gtl;\.i... I' i:",: cu.H.., v;-_-,\II,qII<, 0" ~ 'c 12.0 ~ 2 i "t!d.(' ~ i : . .:. '5 ' A V E N U E / ~~-Hii:~;",~~~~~~~~~~-Ilt~"~'-="A:~~~~~~f:A/DI;.""'~~--_~':.:!~~~~~~~~"'=~~"l:Ol<'~~",,~....u.W~~.MV~~...~..........u,,~_~~~~__~~<r..cl;'li,"'-~"''''''''''~~''''''~'''''''''..!oI;ij,~ -- X '0'0.'0 ~ 14. o . 8' PrllJe 102' "l>le X ~1.?. [ LJ... '-' o q CO C\J <::j-' I:> ZOo . :t: 'O1~' )( ~ l'I (() <.0 9 ,In Q) o 0'> CD ~ 14' Po..J f" o a> CO . Z ! z x ~ 1 .'0 " I J \?a TRIPLE 12'-12'-10' c.n,,..~wur') ...1.1) XO ~, P~I... I:;. ., L ~C'> b1.~ X ~, ';' - (' ~ '1 X'+ ,\~ ,~.,v1. o , ~_" (/~ ), r"-l'^ ,0" II\,. I:' '" V) 1'.;:': ,'/~;~' (c. ~~~. 61'~ ;( fo~ c. 24' <=>1 2: . 6~'\ X <<fA-it ~ nVt!~ ;;:.' -28' X6~.0 x 0~):0 ~ 70' X '00''3 I ;J ~. o \Xi C) ~ a1 , ,,1, f ~~ ~1',1.- ., ?' G r 0' rA.' 1"1' ~-r ,) X l( 0'7 ) IJ") rJ to 61.'0 'r '0"') C:, i. ~ ~- F'lne.r1io,-Or1 + ~ . p -'-- -,--,-,_. -----. - p -,------- ." )( ,) ~ S. 00008'05" E" ~SI .'0 -r '6 \ ~" '" . ,^," _" __ . .'______'_" ___ __..__".._,,___ .X____. 'O1.~1 1-. -- ~ ')?; '0 i . -- 1<.--" " - ~0..1 X N. 00008'05- W. N. 00008'26" W. 1: )( ~).o 229.00(0) 228,78CF) c. 6' a' GQ~ 'O~.~ ~1.?O ~~;:~~:~~~:=__-~~_~~~~:=-__=:,,;~~.~~~~~~~:~-"-PcU-~~;-~?=__2_=( F) : ro , I ! ~,i <t! Ii (\.1 ~i toi ~~. 6' W/F '-----l( '--"- ---- ., --. ----..--l(-------u----....'-...----l(- 6A.1 )( 6<);1 X ~ lR!PLE 611\1(. 24'-;i:O'-30' g i 0" pA f.'f'n I/' \~t: i o :Jl9 X .....----.--- _._--------------'---'---_..._- - ------_.-'-'-, ' 40.0 ONE STORY o ~ FRAME GARAGE ,~ , ~~ f~ ' t 40.0 o d If) d..' XV ,A- b"" )( .,. TRIPLE 12'-12"-" .,. 6' " 10' mrllhlolJ~ ;;,'0,\ l( ill 3.0' QUS fE.R 91.3 I A' 30' 1:5 ", / , ' ~01.\ ~ ",Ii/,/'/ I~' 0 ~/~r'" i -t- --',----- ___J:,tG~~, P~.I~>--~ 1\ I .-1,\ \ i:, "'(-3 Q \ : I)(Q1.~ X '0'0.\ ~S"H4J. T X i '\ / ; ~. Cc'=---~~':. ~-~+~~ ~o <,," 0' ii' I \', I rLL .J i, ~IDt ,'./ ___ ,INlET ~5'~ ~\\ {:":" [Top GRATE ELEV. .. 66.941\ I" ~ '01.0 i EAST !NV. ELEV. " 65.20 !)(,1,\ \\ ) l_NES_I_J~Y._J~~,{._ "_6?~Q9 J Z~dDEAD) ENCLOSED MAS. PORCH 102.0 ONE STORY MAS. BLDG. 102.0 ENCLOSED MAS. PORCH X ;:,1.0. b 30' l( 0\'\ PARCEL lIA" X 'Ol,t.. ~ to' Po..I,,,,, i' ;c 01.~ 00008'05 tI W. - p .. <<:)-P- r- z LLJ ~ LLJ en <r L1J (J) (J) llJ a:::: C) LLI ! (J) (J) w a;:: C) z o c5 r0 c. 5' / V s. .- p 249.00(0) :1 ~ \ ~.i2_ '_~.. 0\ ,"7-; ,x_ _ 20' ASPHALT I X ~'O.Dt 90.+ ~o'!\X -.---------.------------- --~.._--- _._--~--, ~ ' i~2 ' 8' . ! w (J) &ti i'f') ('2' I I I i I i I I 63.0 A I Z' ' o cO (,,(, xl:. ?i 3i~i . 0 0 ~- ::; i z :, 'rS, 9 ;~i Q :t)::; ~ .' r o ,...; en ~ I ~ 7i :..) '7.';, I (jJ , 'Xl 'Xl' ,'6 ~'6 At.. Z Z Xol'1.- X 01. X2~_ _ " , --,.. ,,--,_...p' &- -,- -------.--- -. ~ .. --------;------ ..' ,--"'---- -- ,- ----." ,- ,- ' ~!' S.E. COR, OF T11E S.N. f /4 OF SECTION .36, TONNSHIP 28 JOU1H, P .o.c. 3/4<< F .')-'. RANGE I ~ EAST, P!NELLAS COUNT'(, FLORIDA. - JCo,"", o ':' $1N" c5 <:t .~-.....- -.....p, "--.. C) 0:5 X 61.1. .:;, ~1 i a' b 8'~ t> '7' !2' t\J to !() ~1.o l( TR!pd 8'-12'-.3" ......... I "- -{ t. , f _ 6'.<:> ! ........---." 7' fee ", t ''-........... . -.- --------- 61.:' ~ 8' ?"'\JI'I '" I' ,-1.0 o l( I ~ ; 249.24(F \ p c..C''3 X '.J 'f 0.1 b" , ..1L_.______ X ,g~__,~I.__ :3 14' --p-----t, 8: ,~i n - '0- -..---...-1-- - - to 1m ^9 1- '01..... ._n_.-LJL_ ____.. "1 ()\"(1t inn ri'fnrf'j ((>)11rr.nilv 'l. \1(1 r If,S: - .--.------- 1. \11 t-,rp(l ()i11< Iln1c':;(; noreel oth0C,.:i:-io. '0).:1 2C )C rot:...o 4X4 F.C.M. 0:. :E: " ,., 'OA;3 x 1~ X 61. ~ BOUN5JARY AND TOPOGRAPHIC SURVEY SECTION 36) TOWNSHIP 28 SOUTH) RANGE 15 EAST) PINELLAS COUNTY) FLORIDA. PARCEL 4AII. DESCRIPTlON: BEGiN AT THE S.E. CORNER OF THE S,E. ! /4 OF THE S.W, 1/4 OF SEC nON 36, TOWNSHfP 28 SOUn-L RANGE ! '5 EAST, THENCE N. 890 i 8' i 6/1 W., ALONG THE SECTiON LINE, 33.00 FEET: THENCE N. 00008'05" W., PARALLEL TO THE NORTH AND SOUTH CENTER LINE OF SAID SECTION 36, 345,00 FEET FOR A POINT OF BEGINNING: THENCE N, 53004'2 I" W., 33.84 FEET: THENCE N. 890 [8' i 6/1 W., PARALLEL TO THE SECTiON LINE, 428.00 FEET: THENCE N. 00008'05'1 W., PARALLEL TO THE NORTH AND SOUTH CENTERLINE OF SAID SECTiON 36, 229,00 FEET: THENCE S890 i 8' i 6" E" PARALLEL TO THE SECTION liNE! 455,00 FEET: THENCE S, 000 08 '05" E" PARALLEL TO THE ~~ORTH /\ND SOUTH CENTERLINE OF SAfD SECTION 36, 249.00 FEET TO THE POINT OF BEGINNING. SUBJEC f TO AN EASEMENT OVER THE NORTHERLY 30,00 FEET THEREOF FOR INGRESS AND EGRESS CONTAININC 2.4 ACRES MORE OR LESS, PARCEL tlB-. DESCRIPTION: BEGIN AT THE S.E. CORNER OF THE S.E. 1/4 OF fHE S,W, 1/4 OF SECTION 36, TOWNSHIP 28 SOUTH, RANGE 15 EAST: THENCE N, 890 (8' 16" W., ALONG THE SECTION UNL 33.00 FEET: THENCE N. 00008'05" W" PARALLEL TO THE NORTH AND SOUTH CENTERUNE OF SAiD SECTION 36, 33.00 FEE' TO THE POINT OF BEGINNING: THENCE CONTINUE ~t 00008'05" 'N., 3 i2.00 F'EET; THE~JCE N. 53004'2! It 'N" 33.84 FEET; THENCE N. 89" 18"/6" W., PARALLEL TO THE SECTION UNE, 428.00 FEET: THENCE S, 00008'05" E'J PARALl_EL TO THE NORTH AND SOUTH CENTERliNE OF SAID SECTiON 36! 332,00 FEET: THENCE S, 89018' I G" E'J PARAU_EL. TO THE SECTlON UNE, 455.00 FEET TO THE POINf OF BEGINNING. CONTAINING 3.46 ACRES MORE OR LESS. JUL 2 2 200:3 ~ SURVEYOR'S NOTES I. This Is a Boundary Survey, mode on the ground under the supervision of 0 rlor/da f~e9Jstered Land Surveyor. Field survey was completed on~~5:--- 2. Bearings are based on Lh ~ AJ(JftT.Jl~J.lU-...TU C.6"NTt1JtIN~.5ec.+\ON ~~ ,~!2o (1 O_?~05" ~_____________-----.------------ 3. No underground utilities, underground encroachments or buildIng foundations were meosured or locoted as a par1 of this survey, unless 01herwlse shown. Trees and shrubs not located, unless othen-~Ise shown. 4. This survey was conducted for the purpose of a Boundary Survey only, and 15 not Intended TO delineate the regulatory JurisdIction of any federal state, regional or local agency, boardJ commission or other similar entity 5. ThIs survey was conducted wiThout the benefit of an abstract of rifle, therefore, there may be other easements, righTs -01-l'Iay, setback /lnes, agreemenTs, reservations, restr{ct(ons, or other similar matters of public record, fJ_OL,g~l?lcled pn)hl~ survey_. -." .",,'__ b. Flood zone determInation based upon a scaled Interpretation of tht:. Flood Insurance Rate Map as shown hereon, prior 10 construction Building Deparlment should be contacted for verlf/carlon flood lone. ? Attentlor: Is directed 10 the tact that thIs survey may have been reduced or enlarged In size due to reproduction. ThIs should be taken Into cons/deration when obtainIng scaled dato. 8. fhls survey Is not valid unless Imprinted with on embossed Surveyor's Sear I bG,D l( ....... c 8 . :2 ;( ~):r V 66.~ X . UJ :: to ... CO o 0) CO . (f) ~6'; )( POWER POLE )(61.0 X 61.\ P()'N[R POLE X 01.\ 4X4 F.C.M. :t: ;;:; , t:t) ~ :( 01.\ . 0-'.. . Overall Measurement !i?J' Concrete W/C' Wltr:ess Corner LEGEND AND ABBREVATIONS. P 0.8.' pOint of beQrnnln~ P.O.C,' poInt of commen'emint FIR' found Iron rod F.F.E lev.' FinIsh Floor D' dB/ta P.8.' plat book Utll. ~ Utility F', I>', . four,d Iron pipe Elflvalfon 0.8.' dfBd book P~.. page Esm t, easement Fnd . found A/C' aIr cond/lIoner (F). flald measurement R. radius ."J.G. V.O.' natIonal- S.I.R.'sat Iron rod 5/8. C,B." chord bearIng (Pl' plat mfasuremeM R/W' right of way geoderlc v&rtlca~ ti5265 or 5334 eh,' chord Mas' masonry Typ.' typical da1um S.P.K,. set nail & disk C"l' chaIn Ifllk Res'. rfsl~&nCf W/F' ~qod fence c"t. chain Hr./( fencs Encro' Encroachment Conc.' concrete Bldg.' blJlrdtn~ Alum' aluminum Pd... pool pump assembly r,c.M.' found conc.monlJmen! __p..__. overhead power (0)" Dud S/W- sidewall< (el' Calculafed Measurement flOOD ZONE CERTIFICATE: This /s to certify that the property 51101'/n hereon falls within Flood Zone C as per the Flood 'nsuru(!ce Rote Map, CommuniTY Panel Number _ijsoJ!!.......E.Q!!..~__,dated 6,-/-(33 ~ND /25"/39 ()J~7C. 6-/-83 Cer11flad To: w ~ > ~ <( cr: ~ ,^ ill (/) v, f- J:'Q W ~ro -I I'- ~ :J~ ~ UO ~ c::: I'- 0 w9 ~ :x:g ~ zo 0 N 0 Oz frl~ T-,nzf-g' ~ \oJ Z ,- "'. (J) S2 ill 6 ,~ U)QN S.'.R.t:.t5334 X 'Ol.t>.') :111 ~ Q--'--. H(~n~111es COf'iummitv First (:1-iurch of r~C)c1 ............._.,."~........,,o-"'..,.,.. .."......'"""'__".,.~""~ SURVCYOR'S CERTIFICATE: Th!s CHllt/as Ihar a survlJY of the propfH1Y descrlb9d hereon was mad. undff my supff'vlslon ,]nd that the survey meets th9 mll)lmum rechnlcal standards 56t forth 0)' fillJ rlorldo Board of P r .;I t e S 5 Ion a I [, an J Sur v e 'lor sIn C nap 1 t r 6 I G I 1 - 6 , F lor I d a AdmlnlsuJtlv9 COdll, pursuant to $.c Ion 472.027, Florida Sratule" And, 'na' the skatch hereon Is a /rUf al)d accurQl0 r e p r a s en tar Ion r 11 are 0 f to' he b est 0 f my k n o 'It led Ii e and bel J e f , 5 ~ ,b ) P c t 0 ~ not e ~ and rl; tat I ." 5 S how n h are 0 n . 1 t () Pi fH' 11 (1.', Coun t D i.'3 1( Hl elc'viltinTl of !.').i)(i ',,;.c.v.n. lCJ:I,C!. '''-.. - -....' .' -,',~ -- Ii . , EddIe P. Jtnklns P.LS. Regis tratlon Number 5334 State of norldo David Lee Smith P.L.S. Regis trat/on Number 5265 State of Florida eev/slons Dote Revisions Dote . -. :::-=:-:-::-: ::::r: ::::= :::: -- ::-:::_-===r=-=- ::::--::- .. ::::: F: ..:- :-:: Jienk_ins &___Smith- LAND SURVEYING 1900 WW'I 41 NORTH lTU1'ZI FL 33549-----'--.,------- LOCATE~) IN LAKE FRANCISCO PLAZA - PH (8/3) 948 - 2666 FAX 949 - 58 17 _?.~-C~"~Q3--,~:--- -:~~=_-______ ~~~___=~ N R ~_ JO,b t1 75'''2:: 4- 0 ~~=~~ Dr (j 1'1" S t a. 11 2. Sec. 3 6 . 28 - /5 - PS-~------'- Misc. tv - T~;;O------ Sheet;-------O;-j-- ~~~-ar' ~,