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SGN2003-01016 (2) " SGN2003 -0 1 0 16 2416 Gulf to Bay Blvd Phantom Fireworks " .~10M, - . . .. , , \, PHANTOM FIREWORKS ~ -4'T'H~D~f"~j'UlY~S PEe rAl-n,--,",:,_,~'J I ~, ,', ,B_U_Y_D.NE_R 0 C K EJ_G.EJ_D.N"E_f~R,E,E_ .. .. ".- - .-,- -', _. ,",- -- .. ~B_UY' T~W_D_R_D_C~K-E~T~S-G~E~T-T'W~D_ER"E_E~ .. ~ CITY OF CLEARWATER PLANNING DEPARTMENT BY Y\--- ~ DATE z. 7 .t7~ ~ THOMAS SIGN & AWNING COMPANY INC. liUMI-'ANY. I,nomas ~Ign liO. ArcnrtecturaJ ::Services &. engineering, me PROJECT. Phantom ....710 State Road 54 ESO 7" .... -. Fl 33549 '=' I CD b I 0 - ~ CI .. I " o I i? 1.00 2.00 3.00 TOTALS 1.20 1.20 1.20 , I I I I I I I I I I I 2: '- 0 . I .. ......' x 2'-0'. Cf Hocen VV. Wall, PE Fla 46021 7'-0' Area 1 Area 2 9'-0" Area 3 4 . x 237" ASTM A53-SIB Pipe Zact" 3.22 ,"3 > Zraq = 2.90 m3 Concrete approx 444 CU yds Concrete IS 300D.psl at 28 days Wind loads - FBC.2001 . ASCE 7 -98 Steel - AlSC-ASD Ninth Edition Soli bearing capacity 2000 psf (2 ksf) 17.96 17.96 17.96 0.91 0.09 0.65 1.64 7.00 3.67 1.67 2.72 3.35 7.73 1,02 126 290 1 I ~ ~q(OV 11 'IltV/MY3lJ JNt 'OJ DNIN......V , NM ~VWOHI AI \DAmn !IIV NOf!JnOOWlln IOJ ~sn' ~ll OJ UHOII llV JNI 'OJ lINlN......'1 l N (lIS S'1WOUJ .0) AJ 13 d 014 iHI SI ONIA'. no Sill 1 f--. JlYlI JIWlnm 1 iSIM!O 11'10 011 ON S'1 OMOI~d'1 0 11YO OJAOWV 0 . N ~ d ... "'..... ~l:lIril l-<C( ea. l!:! ~ l!:! '~ ~ : ~ ~e - " , HOlflAJlI ~ HOISIAU 9ZCO-Ci!i'-ai XV~ oL!i'iL-CIS'ai 0 nt(-9Z!i' 009 ; t NOISIAl iT Hi'J!OI /11~11l0l5 10 HOII104 <<lllIiAOWlI I NOlSIAlI Z 9 LCE H '~3! 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'. ,'"E ;j{.. :,,(-.' ~~'..' ~ ,!~. ~ ,. .~ ,", t.,. ( "; ~ . ~.: ,~, . ; ; ~ . ,; "'" I t' .! . . ",'t \ ,f r : t'~=; . ,;, .., ~j II ~I (i) ~ ~ ~C)~ lu ~~ I . Q ~ · V) ::s .O~ ,C <; a Q:} ,0) "'. Q "~ ~).. ~ o~. .~ Ct:, -- . ~ ,l.t.. . ~ ~9 ~ .J.-; h ~ ~ ~'r5' , ., ~ I.' I--: ct ~I - ~ <l)Q ::) .,- ~ ,. '... !j N.00.31'OJ"E. 50.00' fa.) , , . '. . , , .' . ,. '" .. .' , , . ,I '.' "f. , , .:. ~'" '" ~. '.' .~ . " ::.'~:,::' , .... .~: '.' Of . "'-I. " '0 ",~. '.' ~. . . . . ., '. . . ~ C) C) .,0 l!) -.... ...' .~~ '..: .9~ 0' '. . .. t' . . . . '0'.. . . . ....~:.. ,:~'~ . -.J ''"', :..~ ~'. ~: ~' . ;~ '. " ~.. '..: . I Gj I ;. , ': ~, .' . ~ .' :' R . I'. . 'wi .' ,',<., ~i ., ~.. , <. .' ."Qd: '. Q .... ~' . I I I .. ':. .~. . ~ ' '.':"~:' ,."C) :'.... '.~~ " ~ . ",.' .'. . 0 " ~' " ~ .~ '.~. VI. .~. ~: :~. .: '~. (Jj, ,~ ' I . , .~o . .?~, '.' .J-~Q,) : ,?5 ~\ 0 ..', n::: ,Q,) . :-:- 9 liJ . ,0 A: 1.1 " :Q~~ ',' 9 . I 01 ~I ~ 60.00' (OJ -J 59.72' (M) I ---I I BASIS OF BEARINGS: NORTH RIGHT-OF-WA Y- LINE STA TE ROAD No. 60 BEING S.89.46'01"W, per PINELLAS COUNTY COORD/NA T~ SYSTEM & DEED " BENCHMARK: N/A ~' LP ------ Q: l3 d ~ ti f .._.____ _. C. h_e OIE-- 300.0' N.00034'4S''E. (M) N.00037'03''E. (D) x ~ r- i ,,~ 290.05' (M) 290.00' (0) SCALE.' /" = 10' It .LP x - 6' CHAW LINK FENCE -x x ,-;( .'. -x x /0 P~'1RK/::--1CCS 8'X22' r------fD-Ge OF PAVIN~----I----------------r--------------h_--'---r----__________ _______ . _ _ __ _ _ ~ ~ .... ASPHAL T " '.::. . . (, ',<' :: '. . : " ' .' , ' .' :, ' . r. " : . . , ' . ". . . . . , , :<, ' " " ~ ' '~~, :: .' :'. " .,. '. ' f . . I J l '" ." ' " .". ,.: . ,.", ..', . '. " .1., . . .', =---===t:="""1 ---------..-- ~ I ~ 05~ I,) ~ \..' Gvp.~~\cp: \~ EDGE OF PA V/NG --- --.- . 14/.30' d- O ~ '. <v" ". t~ ~~ ~ ~ vOl ~ t "....,- ...,.,u. I . ,,' . " , ' . . .., . . (i€. ..\c-r. , . . CO" ',; 'c.u'R . .,.. ~~\l SIGN :: t'~.... . I f;;. ~ ti Q,) ONE STORY METAL COMMERCIAL RUILDING No. 2970 f5 ~ ~ ~ h: ~ ~ lA~C I ... --- -,_,._ ________,__,_______., __e. _JP~~_9~ PA VING [J,:.:::.:, ::- CONCRETE ""..' ,,' SLAB ~ ",. i ~~/ I~ ----- ____0 \ I ..-----.----.. t~:~----/ [ ---..-" ~ - _.W -- . - ..__u_ --.- .- .. __un - ----_________~~~--~~~:~-~--- ____ __ ,_.EE~{..'O.f PAVINGj_____..__,.._ ___,___ _____, ____ LP __'- ,,' ./ ti '.,. .-- - -- -...-.. _._u__..... L_ - -.. ,-_ ,.-..'x----' __'" -x,- ,___6'_CHA/N..L1'-"-I5F~Nff.Il., __ S.00037'03"W. (OJ 290.00' (OJ I S.00035'OO"W. (M) 290.02' (M) 300.0' o VERH-4NG , €.~€. , ~c-r. , CO . . '. . . , . t ,f " ' --1 () I ~ I --=-~=L_=_~~ _ 0. -<.. ,\ " ~ ,<-~J 0/' ~>{, :t/f; r-O \ / o~ -~~(J. ~~~ o~ i /'\~ \ 0. , \tJ.t.~ (J'" -<.. ~ . o~v ,,-<.. 'Joc, ~€. ~ l~~~.<-<-~ NC-r.€. ~'(Y'~' CO ' c:P~ ~o rOV~~~9\A o ~\..5 --- 14/,39' ~ ~ lri /W) ASPf-IAL r /0 PA_RK/NG r~A c~~ 8'X22' ----- LP ~ o o ~ (\.j ~ a !Ii ~ LEGEND AIC LP OlE AIR CONDI nONER .. LIGHT POLE OVERHEt1D ELECTRIC This Survey was prepared without the benefit of a title search and is subject to all easements, Right-ot-Way, and other matters ot record. Survey not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. C E R T IF. I .. CAT 1,;0 N - / I hereby Cryrti that t .' survey . r"epr~sented he, reo, ~;;meets the requirements ot Chapter 61 17 6, Flo da adminIstratIve Code. . / ' ,..., ~.- J ,.// l ' ~ ?~~t' ',,' ~- 4 ~ o~ - oJ.... / ,JOHN C. BRENDLA Date rid~. surveyor's registration No. 1269 ertlticate of Authorization No. 760 NOTE: Thl.s Survey is mode for the exclusive use of the curr.nt own.rs of the property ond 0150 those who purchase, mortgage or guarontee the title thereto within one (1) yeor from dot. hereof. - _._-- .--------.-------------.----- -- -.-.- - --------. --------.---..----.---- ~ ~ cc= --~ t= ~ ". . .. ~V) ~~ ~q Q:n ~ ~ Q.V) C\J "~ ~ ~ .:' .:.:'. ~;" '. .. ~ .. -: . ,(,);,' " .. . " :,. It " ., .' . . , ,. e~ ~~ \C) ~~ ~ o ~ (,,) ~ i ~ 5,8 o ~ ti Q,) ~ J: ,', '. ... h. -J ~ ~ ~ ~ q Q. V) ~ ;S I-- -J ~ Q. V) q , CONCRETE SLAB V) l.lJ \J ~ V) ~ ~ ~ Q: q Q. ~ ~ 0) , . ..... ,lit <II 9 -------_._'----.'-_... ---- ---_.. --- "-- --, ---- . _J LPJ --.1J 1'=-=:::- -- li _ _____ ---. --- -....------ - --------- ------- --.x..- _. -, .... ______ __ It --x A Boundary Survey of: \I ! 1 The Westerly 150.00 of the Northerly 300.00 feet of the Southerly 350.00 feet, being a portion of the land as described in O.R. ~k 3002, page 150, Public Records of Pinellas County, Rorida, betng in Section 17, Township 29 South, Range 16 East, Pinellas, County, Fk)nda and . being more particularly described as follows: ' ' ,~, . Commence at the Southeast corner of the Southeast 1/4 of the Northeast 1/4 of said Section 17 and run North 0 de&. 37'Q3' EJ. along the . Easterly boundary line of said Section 17, a distance of 50.00 feet to a point Intersecting ttle Northerly ripJ'lt-of.way Une of State Road No. 60; thence run South 89 deg. 4610t. West, along said right-of-way line, a rustance of 213.00 feet-to the Point of Begfnn;ng. I. Thence continue along the previous course, a distance of 150.00 feet to a point; leaving said right.of-way lihe, run North 0 deg. 37'03' East, a distance of 300.00 feet to a point; thence run North 89 deg. 46'0111 East, a distance of 150.00 feet to a point; thence run South 0 deg. 37'03" West, a distance of 300.00 feet to the Point of Beginning, less that portion taken for road right-of-way' purposes by Of'der of Taking' recorded In O.R. Book 6750, page 808, Public Records of Pinellas County, Rorida. I JOHN C. BRENDLA AND ASSOCIATES', INC. Consulting Engineers and Land Surveyors REVISIONS No. DESCRIPTION DATE BOUND'ARY SURVEY WITH IMPROVEMENTS ADDED /0 PARKING SPACES & OVERHANG 419102 4015 82nd Avenue North Pinellos Pork, Florida 33781 Telephone (727) 576-7546 Facsimile (727) 577-9932 LB 760 . , ,. t. ~ , ~\~~;f:' ~{' '. . "'."".".A""d~ ... " .... "..~j ,'" --, - - ~~ ;.' "t ,~,\'t',,-, , ..............."....... ~ ' ,', ........., ""'>'" , . .... " , . F'OUND OPEN OlD PPE ,.. - 0.'33 WEST LB-J889 . . ! FOUND /RON ROO J/Sv-. ''PA TTERSON' ~ x ,. . . ~ ~ ~ fa .. V) ~ ~ <.!) ~ ~~ ~9 \00 00 c)c) !Q!Q Q: q Q. '\t -- ~ ~ ~ I ~ ~~ ~ ~w ttli.-.. ~p ~~ ~~, o 0 0)0) ~~ '<: <: . ~ Q: ~ dx o ~ o 0.48 CLEAR FOUND CONCRETE MONUMENT 4"X4" L8.-496~ ~,: el u ~J(~: ~- ~-,.,~L-.:.~:?~~~~Sc! .;.-~-::...:....c-~c:..;._~..:............'......'_._....._~,;,;c..__ FEG [) ~j 2003 FB: 799JG: 29 JOB NUMBER: 0203-102 OWN BY:JHS CHK BY: JCB DA TE OF SURVEY: 4/02/02 '.. SHEET'1 OF "1, I /. hi <i) ~ ~ ~ O~ IJJ ~~ ~I . ~ ::5 o~ a <: a CO ~O) >-- "t ~ ~ o~ I CO ct ~ o ~~ h ?5 :q:- lJ..1 h ~ ~ (J)Q :::5 - <-:> ~ a a ,0 ~ ClI -<. ,\ " 0 -<-~'r '),'\ ';1)-<' A/~ o \' 't. Cj ~(,. Ol. Cj ~J O~ , ~~ \ ClI tJlf..~ (,0 -<. ' o~1j c,-<' ~c, I€. ~ .l<,,~ -(,:0~ ONC~€. ,.... ~ C ..()-0 ~o Ij~O 9\4- ':>-o~ f 0 5'" y>\.. N. 00.37"03 "E. --- 60.00' (D) 59.72' (M) 50.00' fa,) I --I I : : ~ '." a:: l3 (J co o I LP r-- -- .--------~---______._ L" _ .____. .. 300.0' N.00034'45''E, (M) N. 00 03 7'03 liE. (D) ___~~__u-~_~~_.~ -.-... ~;E-=--- ..----, --=-~-=-==~-------_-.:=-~~-=--~~~. LP . . , :-.: I .1,0 , . . I '.' . ..' " :',: I :'.' . ..:' J . , '.:: . . (, :? ~'",":' . . (' ..,:,.,'..' '. . . . . " ., . '. . " :' " . " '. -.,~, ~ 0' . :':: ". ' I J:.. '. . " -- . ,r" . , J ~! . t-";.J , . ' . .I~ -:)' .I.J~... ' .,' ': I ~,' .; ,,'J( , :', . €. 'l\ €. ." ' '. ~cf- . ''',' .' cO . , " , " . I .' . , . I lOt' '. ~ '. ,~.. , <, ',' '~ ... ! . ~. :."'0"', ,.' . " '0" ..'~. '.' """. . . . . . . .. . . .' . ,. . I I I ... ~! ....:...9:': , . tit 0,: , 'CY .'. . . . ,....:.. " .: ~ .'-J. , -J .",. '...~ ~'. 'l4J' .." .': ~ . ;~ '. ~" '.:. : ~ '.:' : U, .. :. ~ .: '. u . .': ,.,~~; I,.,~. " ."Old: -:' . f:)'. ,I. ~ ':. .~, . S' . , . ~ " . '. .. ' -......; :."C)' .... ' l^~ ,ot .'U: .' H.. . ^",. ,'. . 0 " '" ' : .'~ ,~ ,~ . VI, '~. Q),' '~. '.' '~. (J). .~ . I . , '~Q , ,?~. .' .}... <.0 ~ ; ,~ ():' Q .... ;:;;: .~ ' '~Q~ . 'bA::~ " :'Q~~ ... . . : ~ 0 Q td (\J ~ 8 C5 . i tti g, (\j ,.-)1 N -J BASIS OF BEARINGS: NORTH RIGHT-OF-WA Y- LINE STA TE ROAD No. 60 BEING S.89'46'01"W. per PINELLAS COUNTY COORDINA TE S YS rEM If DEED BENCHMARK: N/A -'-, --- ----_.~-_. ---.(-- ,'--.------------- --, 6' CHAIN LINK FENCE -----.---.-~--- ---------'-----.-.-------x--.---- FOUND OPEN "010 PIPE I" - 0.'33 WE'S T LB-3889 ~ d FOUND IRON ROO J/Bv, _ __ ___________ ", _, x ''PA TTERSON" ~~ ..-------- ----.-------.-----.---.-, ---------'-~F 290.05' (M) 290.00' (D) seA L E: / /I = /0 ~i=-J-~ "" tt:l ~ ' ~ ,-J .( - - . - .-- ----- -- .---.----____0- '___.__. ____~___ -r--.---.--EP-GE: OF PAyINE...____. ._..._______.__ ____ ---.-___0. __ __.____.__ ____ _ __ ____._ __. ___ _.... r r - r -.--- . - u.. . . 10 P4RKI::.t ces 8'X22' - ~_.-- .....---------..-----.---..-...._.~ h__.________.__.~._ _.~ _.__....._. . ----.---.-...-----.--------..------------- - 0.47 ENCROACHMEN ......" '--- ---------.-. '.---- ~ ~ ASPHAL T ~ N /W') . -. - --- -.-1:: - --'-;0--- ----- --1 ~ I \t c - ---_.~ [' --- _--=~ . . E!2,,!E OF P~!!i.G .----'----,------, -.-- 141.JO' ct o ~ ,'v~ ~~~ ~(] ~ cSjl ~ t ~ ". . " ~U) < LJ..j \j\.j ft'l: --~~------, '---------- Q C\J "~ ~ ~ .:' ,'. ~ .,' . ~ '-- " CJ t' :.. ..~\: . , u ',' " ,. ' " ~,. 'f . I ., .' -------.---. ---.----- . ~ '" \ ,. ~ ~ g ~ " U) ~~ \...) ~~ 'l: . .. ~ ~O QO ~ . ~ GO Q: ~~ 'l: Q ~ - "='" ~Q ~ ~W IV): ~55 ~ ~~ ~ ~ ~~ ~ 0 0 0)0) ~ ~Q) C3 <:<: . . I \ ..' ----:1-,- .~~ ~ ~~Z' ~Q:i:~ ::i <q \. ~ Q 1-- (,j L ~l~ \.J '" 1: . . . I , t wg:777/ _'L~ . f' .." . .,. I . . .'. ONE STORY METAL COMMERCIAL RUILDING No. 2970 ------- 5,8 Q I'r) Q ~ SIGN' .', ~I, I. ,:; I ~~\lSr:lr~ bVi ' '.' I IJIl ~\<<t:J1. ((t:t)(.;.AI - f , . - .~~ I ,'.: I , :.: I . . tl~('.~~~ :::: I . cO . ,.... I , . ,'~,;- i I ::'.; .::.i....... '... :. ,:... , .} ,...,1 : ..... '. " : : II ,. . '. ,.,' , . ' ..., I ~ .':: . . .' ....' II :: . . ..\'11 :::'J 14.0 " . I ' : ,:,' ~ I'r) Q ~ \J ~ " .' . . . PVERH.:J.NG tJ (.J ,~ Q V) (~ <: ~- ~ 0) ,'. '., " h. -J ~ ~ 'l: U) 14J (,j-----'-- -'- ~ ~ V) ~ ~ ~ Q: ~ ~ CONCRErE SLAB h. -.J ~ ~ q ."'," I','" ~ ~ ~ f5 ~ ~ - ---.--------.-- ~ _J C) I . \t I . ._-=-~=-[_--J -----.--.,-.---.- , '. 141.39' [],..,.::::. :, _ CONCRE:TE .'.'.... ,,' SLAB B -,'"L 9 .. -.-------..----. ------- - --- -..-- _. - *-~-'_. --.- --.- -.-- --..----...-------- EDGE OF PA VING ------------.- -- -.. -..- c=--- ! ~_~lj .~ I t , -- - ,- --'------ -,- - - -_._-------------'----.------ ----- --,-,-._- -- -.--- r===------ , u =~_-~==_==J ~ ~ iii ~ ~ ...,. r--.: ~ .----- I ~/ It: -------- _-----.--------I~:---------O , i - ~-------- ~ - ------ (J __h, ---. .-------'-----__~-----~~---------------- _,_ __~-!!?.~€-O!:PAV/NGj-_-,---- __ _________, _____ ..---- . LP ,.'- Q ---- - -. - -- - -....--- L_ _"__ f - .. '-----.(-'-- - ---- -, -.('-- - , . - ---, --- -..(---- ---"."-- -'-----'-.-------h----__iC______.._. -----'--'---------'--T--.(____..______ --- A Sf~f-I/-~ L T _1._._ IOP~i7J{ING FPACES 8'X22' J__~____ ____ _ ________.. Q: ~ (J.( Q 't Q ~ LP _ _4 __________. ___ _._.__ _________~_________ __..u___ ---- O/E- ' -------------- _ _.6' ,cnAIN. _L!t:'~ FENCE - ---..--..(-- .. S.0003?'03"W. (D) S,00035'00''W. (M) 300.0' 0.48 CLEAR 290.00' (D) 290.02' (M) \' --- FOUND CONCRET~' MONUMEN r 4"X 4" L8.-496' --' Pn:>~C6Q& S t~ wt~9.... l0 ~kl'l()I"'\?'I\"~ SU_)w\ "~(D) (.Il.~r' 'f~~ ~J to 'O/\H- r<t~'.,o\./al E'~ln S(\'l r0C ~'1' q I <?' l'llc~.\ IL (S-II $0 t:,..) .:J '-/' T r. ~ r'. ' LEGEND ( , . 1 AIC AIR CONDf nONER ~) Scf\' IN f\,l \ l'Lt~~(~. ~to~i(' ,.t.t- ,(?OIU 'r '= 1 ~3(O TP)C.. ~~<lc, :.' l(O,g l?) LP .. LtGflT POLE '\:\O\"~5ilc\ \,~ itJ ,C.'iOA.\\'{'::: \ ~to~~ l Yo ': \5.l~ til) OlE · OVERHEI1D t::LECTRIC ~) 1)l:-3' 1?1 \...'L~'1o l\.(t\S.@, :3~ hl:J h 'J) e.'\-Bv-'" l\) l~ ).~';- , A Boundary Survey of: i i The Westerly 150.00 of the Northerly 300.00 feet of the Southerly 350.00 feet, being a portion of the land as described in O.R. B~k 3002, page 150, Public Records of Pinellas County, Florida, being in Section 17, Township 29 South, Range 16 East, Pinellas County, flOrida and . being more particularly described as follows: I . Commence at the SouU1east corner of Ule Southeast 1/4 of the Northeast 1/4 of said Section 17 and run North 0 deg. 31'03' Eas~, along the Eastel1y boundary line of said Section 17, a distance of 50.00 foot to a point Intersecting the Northerly ril11t-of.way I/ne of State Road No. 60; thence. run South 89 deg. 46'01" West, along said right.ot.way line, a distance of 213.00 feet.to the Paint of Beginning. Thence continue along the previous course, a distance of 150.00 feet to a point; leaving saiej right.of-way line, run North 0 deg. 37'0311 East, a distance of 300.00 feet to a point; Ulence run North 89 deg. 46'01' East, a distance of 150.00 feet to a point; thence run South 0 deg. 31'03' West, a distance of 300.00 foot to the Point of Beginning, less that portion taken for road ril11t-of-waypurposes by Order ofTaking . recorded in O.R. Book 6750, page 808, Public Records of Pinellas County, Florida. : This Survey was prepared without the benefit of 0 title search and is sub ject to 011 easements, Right-of- Way, and other matters of record. Survey not valid without the signature and the original raised seal of 0 Florida Licensed Surveyor and Mapper. DATE F8: 799='G: 29 JOB NUMBER: 0203-102 DWN BY: JHS CHK BY: JCB DA TE OF SURVEY: 4/02/02 CERTIF'I'CATI JO'liN C. BRENDLA AND ASSOCIATES, INC, Consulting Engineers and Land Surveyors N REVISIONS I hereby Cryrti th7!t t ,survey. ,.epr~sented h,are"o ,,~/' Chapter 61 1 7 6, Pia do adrr;mlstr~tlve' Code, /' J // I /". J ( \ /. C---;::.. 7 ~?~;?t't/r, '--- / JOHN C. 8RENDLA rid~. surveyor's registration No. 1269 ertlficate of Authorization No. 760 BOUNDARY SURVEY WITH IMPRO VEMEN TS the requirements of No. DESCRIPTION ADDED /0 PARKING SPA CES & 0 VERHANG 4/9/02 4015 82nd Avenue North Pinellos Pork, Florida 33781 Telephone (727) 576-7546 Facsimile (727) 577-9932 LB 760 . .. \ 4 ,. ,,~ - 0 A. Dote NOTE: Thi,s Survey is mode for the "xclusive use 1)1 the current owners of the property and also those who purchase, mortgoge or ~uorontt' the tltl. thereto within one (1) yeor from dote h.,,:ot. . - SHEET 1 OF '1 ,. '. I ,~ OD 0 C)C) C),b- x 1 EXISTIG 15" LVE DAK DO 00000000- ~'" :W LIVE OAKS 2.5" CALIPER. 1 · TALL NEW L I V E 0 A K S 2, 5" U ^!_ : n f: ~ 1 0' r ^ L ~ LIGUSTRUM LUCIDUM 24" AT 3'-0" D.C. x ~I EVERGREEN GIANT LIRIOPIm" - 241 D.C. 3 GALLON PLUMBAGO@ 2 '0": 0, c. . I. cO Il]1 ~STNG SYCAMORE 10 -1 · TALL ~E MYRTLY 2" CALIPER 5" I . . . HIC EXISTNG LIVE OA (CALIPA INDICAT D) . II II f . .. f ,. · f . . SOD 5" 20 EVERGREEN GIANT LIRIOPE 1 GAL . II I NO I AN HAW THO ~1t: 0: : J A L .. . . . . . 5" R EeL E N A 0 A P A L_ vb' - 0 . f . . .. EXITING PALMETTO . 3 G^LLON HIOISCUS ~) .J' n u~' -- o 25 EVERGREEN GIANT LIRIOPE 1 GAL HIC M T N j \J ^ ,I t. ~~ 'I : I, ~" 1 :, ^ l. T il i ^ LCD V ERA G E . METAL BUILDING . .. . ~:1 1 ~,~ U 1 ^ N HAW THO H ~ 0, C, j GAL . . . ; . ~_ :..: ~ E i'~ i\ 0 ^ PAL M 6 ' - 0 " ~- , . 60 EVERGREEN GIANT LIRIOPE 1 GAL . 13 EXISTING WASHINGTONIA PALMS o o 00-- 3 GALL nN Pl UM8AGO@ 2'0": D.C, (!) o [ _ _\ . , . EVERGREEN GIANT LIRIOPlB" - 24" Q,C. ID~ (I II~ IF~ 8' CRAPE MYRTLY 2" CALIPER SWING GATE Co tJ~. -'5\...b..f., \"0 i~l.tC-r \ ~ D '2" ~ 7 b l, p~ \ J c. ,,"(' "< tJ V c- L~ ~ c..w Al'tvt/ EXISTING SYCAMORE TREE 10' - 12' EXITNG VIBENUM HEDGE 000 0000000000000000000000000000000000 -_.__--... ._, - - - ,.",--..- - ._._--~ ~-_._--_._------_...- - _._._~, --..----...---....------ .. -..- .._-_._-,~-_._._. -_._------ LIGUSTRUM LUCIDUM 24" AT 3'-0" D.C. J NEW LIVe OAKS 2.5" C d,rr[11 10' It.LL 6" 0 A.STEEL BOLLA OS ...-' ...----- x ~M X4" WOOD POSTS t@ @E@K00 @I@ @ !s.:1 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ ~~XISTING II' LIVE OAK EXISTING 4" LIVE OAKS ___J n__ , , I __ll\; NO IT S: ^LL PL^NTS TO BE FLORIDA #1 OR BETTER 2. NEW SOD TO BE ST. AUGUSTINE FLORATAM 3, INS TALL 3" OF GRADE" B" CYPRESS MULCH IN ALL BEDS EXCEPT PALMETTOS 4. EXISTING IRRAGATON TO BE BROGHT UP TO CODE PHANTOM FIREWORKS 2970 GULF TO BAY BLVD. CLEARWATER, FL ~ ,~\O~ \ J 27 JVI..'(O Z /~ '" /