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PSP93-03; SUB93-05; SUB90-01; Z93-09PSP93-03; SUB93-05; SUB90-01; Z93-09 2640 SABAL DR COUNTRYSIDE COMMUNITY RECREATION CENTER "'"'k r r-rn - uep2rtment of Hann ng Development City Hall Annex, 10 So. Missouri Ave., P.O. Box 4748 Clearv:ater, FL 34618-4743 Telephone: 1813) 462.6380 (Fax 462-6641) APPLICATION FOR SITE PLAN REVIEW e. Representative: MR. ART KADER Telephone:. 1813 ) 462-6531 Address: 10 S. MISSOURI AVE City: CLEARWATER. State: FL Zip: 34618 Preparer of Plan: BITTERLI + ASSOCIATES Professional Title: ARiCHITECTS/PLLANNERS Address: 3950 THIRD ST N City: ST: PETERS BUR6tate: FL Zip: 33703 Telephone:A_813 ) 823-9110 C Applicant (Owner of Record): CITY OF CLEARWATER Phone:_J 813 ) 462-6531 Address: 10 S. MISSOURI AVE City: CLEARWATER, St., •FLORIP-A 34618 Existing Use of Property:5 BASEBALL FIELDS, 1 BASKETBALL COURT, REST ROOM BLDG., / CONCESSION STAND BLDG. Proposed Use of Proper,y:SAME AS ABOVE PLUS MULTI-P l PnSF RECREATION CENTER BLDG 6 . Title of Proposed Site Plan/Project: CLEARWATER COMMUNITY RECREATION CENTER V Parcel Number: 29 / 28 / 16 / 00000 / 220 / 0400 General Location of Property: NORTH OF SR 580 1/4 MILE, WEST OF COUNTRYSIDE BLVD, ? OFF OF SABLE SPRINGS DRIVE (}? Zoning: OS/R Land Use Plan Classificatitan• R/OS If variances and/or conditional uses are involved, explain (if more space required attach separate sheet): VARIANCE TO 25' HEIGHT REQUIREMENT City Ordinance No. 3128-83 and No. 3129.23 require a parks and recreation impact fee to be paid for all nonresidential projects over 1 acre in size and all residential developments. Has this property complied with these ordinances? If yes, explain how and when: N/A Assessed just value of property (attach verification): N/A Brost recent sales price (attach verification): N/A As of (date): --- Fee for Site Plan Review 1. Base charge for each site plan . • . • s' (a) For each acre or fraction thereof - $°0 plus 2. Revalidation of a certified-site plan .. .. $150 3. Site plan amendment (after certification) ................ ..... ........ ..... . .... $150 The applicant, by filing this application agrees he/she will comply with Section 43.21 of the City's Land Development Code. Signature': (Owner of Record) MR. ART KADER ASST. DIRECTOR OF PARKS & RECREATION 'If the application is sioned by an individual other than the property owner (e.g. the representative), please attach a statement signed by the property owner authorizing this individual to sign the application. NOTES: 1) THE SITE PLANS MUST BE DRAWN WITH THE NORTH ARROW TO THE TOP OF THE FACE. 2) THE SITE PLANS MUST BE FOLDED TO NO LARGER THAN 9- x 12'. 3) IT IS RECOMMENDED THE SITE pNS SUBt,'.ITTED BE LIMITED TO ONE FACE. Rev. 3/92 F ?f N/A 2. N/A 3. 4. 7' 1G 1 v ?> >c_ SITE PLAN/PLAT SUB1N=AL CHECKLIST JANUARY 1, 1995 [X] Complete application for site plan /plat including: COUNTY NO. [X) Parcel Identification Number; 2 9 - 2 8 -16 -00000-220-0400 N/A[ ) Current assessed land value; or N/A[ ) Most recent sales price; [I Owner of record signature; or authorization document [ ) Complete Concurrency Review application/fee [ ) Standard Form [ EZ Form [ ) Correct fee (most recent rate schedule) [X) Twenty site plans/plats [X) Signed, sealed and folded (8.5 x 11) SEE SITE DATA ON SITE PLAN SHEL I SITE PLAN REVIEW ZPLEASE USE THE FOL10Fti'1NG FORMAT FOR SITE DATA CALCULATIONS AT ONE LOCATION ON THE SITE PLAN. 41 ?i. REQUIRED EXISTING PROPOSED (IJRJ OR MAX.) OS/R OS/R --- TONING DISTRICT: R/OS . R/OS --- USE: LOT AREA (SO. FT. AND ACRES) 1,003,950S.F. 1,0Q3;950S.F. NONE GROSS AREA W MIN PROPERTY UNES): ?- (DOES NOT INCLUDE FLORIDA POWER R.O.W.) 23.0475 AC. 23.0475 AC. NONE 625'N.-628S. 625'N.-628'S. N/A LOT WIDTH: 1601'W.-1636E. 160VW.-163WE. N/A LOT DEPTH: N/A N/A N/A DENSITY (BASED ON NET ACRES): 15311S. F. -. 1520 44S.F.-1.86% 18,7 MAX. 250 BUILDING COVERAGE (SO.FT. AND % OF GROSS SITE): . ' 00152 F - 1531S 18,744S.F.-.0186 MAX. 0.25 GROSS FLOOR AREA AND F.A.R.: ( BUILDINGS) . . . SETBACKS (ALSO INCLUDE DIMENSIONS ON SITE PLAN DRAV,'ING) 35' 400' ± MIN. 35' FRONT: 25' 355' ± - MIN. 25' SIDE: 25' 60' ± MIN. 25' REt,R: ' --- BETWEEN STRUCTURES: WATERFRONT SIDE: REAR: 14' ± 31' ± MAX. 25' HEIGHT: WITH BONUS PROVISIONS (IF APPUCABl_E): --- --- --- f 15,100S.F.-5.28% 82,120S.F. -8.17% --- ` PAVED VEHICULAR AREAS (SQ. FT. AND % OF Si E): OPEN SPACE -99. F 419S 002 1 8% 985,206S.F.-98.1% MIN. 40% TOTAL FOR THE LOT (SQ. FT. AND % OF SITE): . . , , FOR THE FRONT YARD (SQ. FT. AND % OF 57, 2605 . F . -100% 57, 2605 . F . -100% MIN. 75% REQUIRED FRONT YARD: ' T PROPERTY): CLEAR SPACE MATERFRON 60-400' 60-400' --- ExTERIOR PERIMETER BUFFERS: PARKING LOT INTERIOR LANDSCAPING (SQ. FT. AND % OF PAVED VEHICULAR AREAS: ALSO, DEPICT ON SfTE PLAN N/A N/A --- BY SHADINGICROSS HATCHING): 2 PER 5 SEATS 2 PER 5 SEATS 333 PARKING (GIVE kPPUCkBLF FORMULA): PARKING . 107 360 NOTE: ANY OTUER REQUIREMENT APPLICABLE TO THE PARTICULAR SfTE MUST ALSO BE INCLUDED. w w I 0 . m ~ _ . e. _ m j i 7P 7j r q F i ~ ~ ~ ,f f t i ~ ~n , ~ ~ ~ ' t ~ r ~ _ , ~ i s t i , ~RCHPT~CTNRE ~ E~V~R~NMENTAL DESIGN ~ ' ~®W ~ti~ C~ClA`~ GaNNECT T ~ OFSITE WATER SUPPLY w _ fi f ~ CN Ep GaNTRUCT MITERED. r f~ ~ I"~Q` END SECTION ~ INV® INVa ,/`r~ a. ,e, ~ ~ ~ ~ / ~ ~b ~ i ,F'`F ~ ~r~ + , r tl ~ _ ~Ea ~ gam` C `1 - CC< ~ ~ _ c, ~ ~ ~ - °GOTOL STRUCTURE j v ~ i f, ____.__n_.~:_~ J~~ . ' WATER QUALITY ~1 ` r,,M _ TREATMENT r; - ~ ~ r/ ~ ~ ~ ~ ~ ~ ti. a _ _._M r F "s r, j f a ' Y ~,r''~ I j/Jy~~ ~ . °a ~ 'y /7~ pg~ h _ ~ r; ,,.J ~`C" ~ ~ ~ i ~ ~ @ f~ l~? ~ r ~ ~ e ' \ ~ t~ ~ ~ 2` r!h' ~i~`~ oaf` r oaf'. \ e~' ~ fi r! i m...w ____`t J ~ ~ ~ ~ ~ r ~i ~ if r ~t ~/T ~ ~ ~ i q ~ _ pcvA DGVA°- 2A` 55 _.~_1:~___ ~ o ~L_. ur ' A A ~ { - - GATE VAl GATE VAL~F~' ~ ~ I ~ f ` f G , I ~ i t . _ _ _ _ y.___.____m.___________.__._..___ , , a,' J~, ^ ~R_...~m_ w~._. ~ Q `t'? revers read _ ,awn 18&N ft'd',ID ~~6 t g9BM ~Pof 1 t x k .l /gq, r' ~I ~ ~ CONSTRUCT PIA, ,H, ~ 241 LF V -_~-m~ INV, -a1 - - c,a ~ a ~ ~ ~ r S~S®13 ~ / „ ~ ~ e , , PVC Q LF S'' PVC S.S, ti n ~II 'F ~ h ~ ~ i r raj, c~'`3' ~M ~.a y~ \ I ~ _ k, I I s ~ Yom,,-~ , ; tf3 ~ s ~ ` i { s ~ ~ ~ _ , ~ ~ , f - i , F ` ,ti ~ ~ ~ ~ ~ ~ ~ ?a ~ 1 E , w . p I %'~r f , ! , ~ ' ~ ~ ' 12 ` ~ ~ PROPOSED '~7 ~ , , ~ i ~ DUMPSTER PAD ~ G~; m.., f ~ F , _ ~ ~ " , ~ " I ~ o~ c~ f ~ / ~ ~ ° % pi ~ ~ ~ r' ~ i, ASIN' BOUNDARY „G„ ~ ~ ~ ~ ~ ,gam .1~~ 'I _._..____u..:.:.. ~.___.______m rr I : ~ i" € MATER QUALITY ~ v .___~._e..___ _ ___..___a________ _ CONTROL STRUCTURE / _ _ _ - q . .'t ~ ,2 ' ~ E ~ ~ ~a. ~a " ~ E s E - ~ ~ ~4 ~ ` y ~ ~ C ~ ~ WATER QUALITY ~ , r o, r o { , ~ f . ~ ~ ~ ~ ~ tir''\, ~ ~ ~ ~ ~ BIAS PARl~~NG 4~ ~ CONTROL STRUCTURE ~ ~"r., ~ ~ ~ ~ ~ e°_ 3G; S `PARICII PA IC1~G ~ ~ ~ ~ ~t O LF 1" X 1'° RCP ~ E STpIL°ZEp ROAP`:'AY 1 ~ S 1 ANp 2 SLOPE AL S _ ~ TAEII-.ZEp ROWAY ~ ~ ~ . (1 ii " ~ S ~5,~ r' ~k G ~ ! ~ 3 , I~, ~,P~~ CONSTRUCT PITCH SWALE ; ~ ~ r r ~ r' , , , ~ r ~ , , 'P, ~~;;ENG~,~'~ v ~A ~ ~I TO MEET .FRCP ANp EXISTING PITCH 1' SWALE [ i SWALE SWALE .PROPOSED pIRT t ~ ~ ~ ~ ~ ~ Y f, ~ n n ~1 / r s~ r"1 G f r p RQAp TO 13E ~ i r r r~ _ ~ ~ ,r .1 ml, ROPaSED DIRT ~C. ~',~~,~~f~t ; f~ f~,~ ,r RaAD Ta RE _ CONSTRUCTED 12 ~ _ MATCH ~ , - • ~ I< ( EXI, T~_ STADILIEp ROApWAY 13" r ~t ~ , 13" TA6ILIZDT_ROADWAY ~ (MATCH E iSTING~ (1 4 ~ ~ ~ ti, i k o ~ ~ , . ~ r , . w, " Y . . R, ~ ~u Po~ ~m , was w < ~ ! ' EXISTING PITCH X If i, 4 ~ ~ ~ I ° ~ e CITY pF CLEARWATER ~ ~ , 4°_.. O LF 1"' X Ip° ERCP , ~ r / ANp STOP' WALLS CONSTRUCT DITCH SWALE . TO MEET ERCP ANp EXIS G TIN d`i ~ ~ e n r~ PITCH EI ~ a , 1. ~ !~y ~ ' DATE: I' PAr 1 ,J ~ - ~q ~ : a r B - ARCHITECTURE ~ ENVI0NNIETAL E I A d. o® ~ I m• e ~ n' l2° y~y 1 ~ s ~°Y, / d : , u,m.m,..,. , i " ' ~ , ~ . ~r er . . ~i "dw 4. ~~w. r/ ! ~ I ~ ! ~ ~ ~I r~ ~ ~ ® o _ ~ . ~ ~ ~-.w. ~ ~ ~ ID e s 1. y - .n~,...... F' ~ y { 1 i - I - - ! f 13 s i r , i 'sa fl w K"'~ ~ 'sa ~ ' o , P 6.. I ~ ~ ® i ~ ~ • ~ ~ ,M i~\, ~ % ~ fi i ~I ~r~ , ~r I I { ~ MAW I- „ f ,w IE i~ ~ i ii ~ r-- ~~i"o ~ ~ ~~T; , car ~I , ~ y . E . , i d 4 p~ ~ _e ® p ~ 31 m. .,w w..._ _ ....._.._.h_.__.., ~ ~ ~ ` k a _ _ _ ~ mm , / ~ a " r~ _f ~ \ i ~ ~w~r~ o ~lJ ~ i r I- ~ E~ ~ k ~ 1 , ~i °l ~ f.. r ~ ~ . f ~ f r ~IL~a o ,R ~ ~ ~ I - ter' ~ d~ '~,'1 ~j a ~ , ~ ~ =~I~aT . ~ ~I ~ ~haT -~--w TAE Q w ® I ® - ~ DIY, ~ r ~ i _ _ I , ~q ~ t C I 1 - a. 4. d. a in / ~b ~ a ~1, ~L ~ ~ 4., ~ _ a _a ry..._ _ ~ _ _ - ~ _ _ m G~ _ ~ ~ ~ ~ ~ ~ r r ~ ~ W~ o o ~ o ti o~ 0 2 0 o 0 0 0 ~ _ o o 0 f.?1 .,i...~.a ~`w ~ ~ .fie \ \ ~ ~ ~ \ ',g r r e fry ! J/ tir o,! u'~ \r` \'r V 4° 0A'~ 1~ ? i/ ~.r V` V 4~ \r o/ \,r ( ~ W °Y Or a v° 3 y~ _ ~ _ ~ - -...TM. w. ~ 0 _.m_. ~ __._Y.~-_:-_--_-.___ ~aL _ ~ ~ ~ ~ LL____.______.~__:_ _ o C .d.~ w ~ \ j\ ~ ~o~ o T,. Davis, P.A, p ~ ~ y y X e 24_ ~ , r' r ~ ~ / j r / 6 r ~ ' / / / / tq e / ' / / r' e'' ~ f / / ~ ~1 ~ ~ ~ ~ ~ landscape Architecture ; . ~ ~ ~ ~ ~ ~ a ~s~a Gulfporr~lvd. #3031 ~ n .N_ IBC `try' ~1., I~WS~ T~ n St. Petersburg, FL 33707. ~ I ~~a ~a,~ ~ ~ ti \ e ~,__r ~ ~ ~ v~~~--~--_~ ~ ~ _ _ ~ e 813/3 63®78t?O s e 0 0 0 0; o, < o o o o e o\ o~ o~ o 0 0 0~\ o \ \ o 0 o po \ \ a off, . r ~ f A / / / T~ f r r f ~ ~ ~ ~ \ ~ \ ~ ~ \ ~ i f \ ~ ``h,~ a RATE OF ISSUE ~ 1 d or ~ o _i ~ 0 0 4 a ~u~+~sOSE ® @ i r I2~'G~i ' ~ Tht hlT o REV so a ®o ~ oo " REV REV ° ~ ~ ~ ~ a ~ ~ r ~ f. I ~ t. , ` C~ . mn ~Xi~o , ; , 107 REV , ~ I ~ - ~I REV Ie~~ ` , q CLEAR ATER, LIA ITTLI + ACIATES N~ i~r, P~I~P f'~J~L~ ACITECT,IIVC. . 3950 THIRD STREET NORTH ST; PETERS$URG; FLORIDA 33703 ° f813I $23.9110 FAX !$13I $22.3634 COPYRIGHT 1994 BITTERLI + ASSOCIATES ARCHITECTS, INC. OF SHEETS ALL RIGHTS RESERVED PROJECT NUMBER 'q401 U1 l1 V.~Y a P ®i d r. v none ~ ~o Thin is to certi#y thet T ha e . R. ? Record salted the Federal Znaurance Adminis= LC 9! DCSCri"t1an: -k- x.` . Haaaurad ~i~t~ ion; u~t A ~ Arc tratian flood Nazard boundary map: CammencC 1t fl1C NaffhiVC! C ~ Curve Community No,:/256f(s at the Narthwcst Comer of Sectian 29, Township 28 South, Range 1G East; thence N.89°13'34" E, along North like of saidSection 29, 205.00 ;thence h° rJ~,da ~ i "W: alongthe eastline of a 208.00' widcFlarida Power CorE,o:atianRight-Of~Way, 190.OG'ta tllePaiht of Beginning; thcnce5.89°5734"E, 625A0',thcnca .~~2° pa`do~,F. ii2„~3- ~'~~rd AI . 5.60°02'OG"W: along the t;< CA . ChoFd Panel. R • Radius Ef#eative date: ~0.~-83 - 5,00°02'0G'?W., 153G.G2"; t "W,, 1636.62"; thence a curve to the leR with a r<Tdius 1625,00",Delta OG~37'I3", Are 197,22', Chard' 197,09' and Chard Bc~arin8 N.79°28'34"W,; thence , `bed Westchester Lake Condom}}u A/C ~ Air Conditioner .and: found that the alcove descry -^w'....~., .;.....r. ~ Centerline zo ert is in ` N.89°57'S~k"W.; 431.20 ; t}u "W.; 431.20'; thence N.00°02'06"E, along said East lino of a 208,00' Florida PorvccCorporatian Rigllt-Qf-~+lay, IG00.74' to the Point of Beginning. t? P P Y Cana. Concrete zones X with a base #lood Blev,~ Elsvatidn elevation of #eet xSL. NGVk ®Natianal Gsodetaa tCm_~OCa~p':,aSCnlCnt far lr ~.asement far 1n rasa and Egress iTartiaal Datum w p -a ua An c~ascmcat far ingress ani R/ Right #r y, .1t fnr ingress and egress being SO' inrvidth oveea ttackof land 1yi g in5ectian 29,Township 28 5., Range ~1GEast; Clearwatcr,PInellas County, Florida, the ; .e-s'~Q,ir ~-t63,~1 C-IB.x,o1 ePC . Plarida Payer c®rp. centerline oftivhioltis morek P ~ Found sf whiclt is more particularly described as follows: ttr°ix,2~„~, r=~.~.T1 ~t - t6°~~'~~,' r' .set Naxes. Cammencc at the Northwest TR ' ®Yran Rod No underground instnllstiana or at the Narihwest carnet of said Section 29, thence N.$9°45'34"E. <along the North line of said Sectian 29, 2D8.00'; thence S.QO°02'OG'W., alangthe East line of a Je Florida Power Corporation Right-Of--Way, 190.06°;'thence 5,89°57'34"E:, 623.00 ;thence 5,00°02'06°W:, 1475.28'',othc Point of Beginning of said ccnter~ine, ~-x~'Ja¢ ,ga~s,dr Iran Pie im ravemente have bean located 205,00'1V1dC Flanda Pawn P P CH ~ Coneretc Honument exaspt those Shawn hereon. o thence 5.40 01'34"E,; 59,2; °01"34"'E,; 89,22'; thence alonga curve to the lc(1 with a Radius of 30.00; Delta of GO°t17°0::", Chordal' 50,09 ; Tangcr~.t 28.94; Arc of 52,46', Chord Bcariug CAa°s'd Haa . Hasonry a o r „ oa Ras « Reaidanee No l.natruments of record . ,,70 05 0S E,, thence N79 ~ ~ x4°~~ ~ rq„ ' C'entcr line of 50' in r 'E,; thenccN79°51 "24"E., 109.21 ; thencealang rtctlrve to the right with a'Raditls of 73.00'; Delia afi 34°1G'Ol>", Chord of 44.19", Tangent of 23.12', Arc ~f 44,86', ~ ~ gass-egress easement Cav. A Covered reflecting easements, rights- , PP Pacer Pale of-,rny and/ar owrrerehip were (,!lard ftCaring of 5.53°00 3 ring of 5.83°00'33"E.,thcnce S.GS°32'30"E., 12596'; thence along a curvy to the IcR with...; Radius of 247,04', Delta of 24°32'24", Chard: of 103,00', Tangcn; of .Manhole furnished this aurveyar, her Alum .Aluminum except as sham hereon. 5373; Arc oI ! 5. , C of 103.81", Chard Bcaringof 5.78°08'42"E. ~toa PaintofRcverse Curvature, thc~lce along a ~:~Irve to the right with a Radius 518,11', Delta 18°24'34", Chard of ~,c~":~x".3p".~. its, f G Aaph.. Aaphait k 85,0!', Tangent of 93.7 k', SHR . Sidewaik lagcnt of 93.71', Arc of 183.81 Chard Bearing of 5,81° 12'27"E„thence 5.72°00'00" E,, 112,33' to a Paint cih tlic Westerly Right-Of-Way of Countryside Bivd,„ said `oHL .overhead Line Point also being the Paint of Xfr ~ H'ue s r~r~^ 7eing the Paint of Tcrrninatiart. . ~ ~ a ;~a r ~s„.~ d NOTES: A ¢¢,~G O ~ a~u 1. Eenclimark "Gra Na. k" 1973, Elev, 98.SG9 National Geodetic Vertical Datulu of k929 Mean Sea Level = 0.00 Easis of ksearings; Nartli tint Y °rad~,e ms r k972 Ha sliorc Blvd. Dunedin FL 33325. dated January 9, 1979, Rc~°. wrings; Nart17 tine of Sectian 29,Tawnship 28 Swath, Range 1G East bears N.89°45'34"E. per Survey by David F, Ramsey, 1972 Baysilore Blvd:, Dunedin, Fh 33528, `p ,x.69°po`z3'~, T 9 1979 Rc~°. Ma ~ 8 1979 Jab Na. G-128. , xa.rz a -ss°~G'pc~~~ r aP 2. F3oundary Survey by Dav1d P. Ra e} y , 3. Elevatians = (54.28) l0 foot FPC Easement O,R. 5175 P .1788 ,.vas fatted from Cit' of Cleanvater Sanitary Sewer Sheet 211 A. 4. g P } C„~"s. 0 9 5. fie"eS' "p5~~ ! ,5 ~ ~ d / Ta 28.94 ~1=Goe0~~are~ { ~ „ 11ar. ~G ¢r C.l, rxe OQB,SG ~ ~ r~, tG/~ 39° ~ ~°''mr" j/E ~t2' 1t,,, d Pol~~~ u„ la" g,~ 7"Bay ~ erv sex Ct lyrE tan{ rr (.ma C~44 /0 Q rr~~ p / r ~~r 1 r'd!c' APII~~ ~1~" ~ ~ 6ycAAf'f/opt (/q~\ , ,xe, ~ f .~`^w„ ryrya 9Q 4 ~ a~ ,f ~~~~1° l~ p , tq ~ I ~ 91 ~ / w G k t2 r a6 '"d ~ ~ , ,g r' k45 Regular Spaces Regular Spaces andicap spaces G" , _ ~t0,, ~,r'' Z 9 ~ / ~ P@tP ~ L'.l o~ a f1 u crv ear re rsnx f. . t~ . I Pic ,4vc~ ,r ti ! 1 o~ ~ rQ„ I _ 9 I l0. ~ I r o- R Oq~~ . _ rp°P " " Ge, 15~r l2'r ~ B.ir I ~v Gt0 r~ g Q ~ G rr . I ~v - ~ + ~ i I l 9 4 ~ i l ~4ta1 t~ i a ~ 1 ~ tV `q ~ ~ i1 Or 9~ o ~ r~ ~ I ~t i I .r---------- 1 ~l of Q r~i/ ~rra .c37 M,~ ~'r~1~9/,ap7 ,c~-~'MdnrM(9z.~s l~~ 1~ Restrooms loiv t F oor Elev. (92,98) - (8? 7? ~ ~ ~ ~ a/~aNour ray (9i. 98) 4. rur rva ("91.98) ~ va ~Tl hJ X~...._'.' LP /un~cr round o tr rr b'a°t ~ / J ~ ~ 1t to Qa tr,~ ` r,t ~ e / l ~j ~ H " e /,Pees .¢~____~_._-----°z ~ 4~ 4 4' Y e A~ 11 / I f ~ 'err / ~,r ~ ~ ~ i ° , „ L N C~ ~ ~ ~ I Q7 ti ~ d S,"# lZrr tt ~ ~ C ~ b ~ ~ ~ ~ v ~rt ~z~ tI°CCS ~ ~ .s ~ iI ~tx ~ t~ a X , i G ~ a ~ U a' ~z I r3~ ® { I I}rt u 03" 9~ h ~'1 ~ I !5 r, r5" ~ ~.r ~tl p ? V ~ P ~ Q!Z ~ n ~®'l` ~ ~ ~ I C ~N tr a ~ `t I Set /tq ' ~ ~ \ ~ Q t ~ w U~ ~ t r r „ ~ ~ ~ I r t ~ z~. onccssi n stand lotvesk Clear elev. 92.18 ~ l ~ ' ® ~ I ~ a ~ ~ / Ra ~ Q 1G i ~ I ~ ~ Po ~ ~ ~ ~4 r2' l r q~1 v. ~ . ~ I / . ~ ~ ~ ~ r ~ 4 i ~ ___--',r i t Q J/ ~ ~ ~ l jj ~ . ZR a /f G'll/S7 E~ PO ~ l ~ !f [J /rt ~ ~ 2 ~ !0 f2 I ~`C.l.renec t: ~ ~ g rr l~ x s FcrN 1 PF ~ fie' ~~X ~ `r /RfibG L~rak`ert a f i~' PR . M G~ ) 0 0 p _ ~ _ m~ d " /aor° FJ1L L rrt E t ~t...~__ . _ _ _ ~'C M ~ ~".a`~.5" a a rr a r' C? L? Q q b S!, Tn wE k* ve.E° ® x - ~ . ~~r~da owes Car or~t>;an 2 8 cct~ E ,y~ A " w . ~ ~ Q .W y t?`e ~ , AR AP PP PP j ~ t, ,av~r{eAa/ FPS' inc ~ , , r p , . REVI5IOAIS SU~X~?FIuS CER CATS ° - s" _ ' ~ ® ~ ~ DESCRrrnoN DATE DWN Cn'D oRDERNO. The ~urvoy re 4ed hereon oonfatmv to dte I3(7(iT}TIEATI ROIJDRF,~lT7 Fc 5Cti0EN TNC. remdmnerne of Chanter 61 617.6. Florida e Administrative Code SURVEYORS AND AFAPPERS h GY Coe. Sec, Z TW~a k'4 G ~ 1 / r For« ,City U Clearwater Countryside Community Center 9700 ROGER BOULEVARD, SUITE 109 ST. PETERSBURG, FLORIDA 33702 . a OX 74 2640 Sabal Springs rive Clearwater, Florida ! OC1C~ Carol M. Schoen Florida Re 'stersd Land Surv or No. 2557 learaterg 34518-4748 Dranat, Checked; ~,/S THIS SURVEY NOT VALID UNLESS IMPRINTED (913) S7R-1192 (913) 518-4476 Date; / 2 - S Order No; 7614 WTTFI AN EM13OSSED SURVEYORS SEAL Sec... 2 T1sp. , 2 Rge, /G f- ~V 4, ~V , o. \ V ~ ~ f A _ Y 1 ti Q r ~ $ 2 rr/~fe< & ~ are/ JewcY ~ a P f~ ~ /e ~z° q~` q~D qai 9 f / arlou~ WBTeY k !fie/ve p S r ConC; SfNK• . re . - Ia round: . Y~ . ~ /c `'o.aK o .n' • . ; qrr l.~'r p . S ' Restrooms a . ~ ~ , D a2,r a D ~o lowest Floor Elev, (92.9} p~,~ ,~o~ )~u Fl 1 ~ q p 9m.a ~ 9 ~3 h h r ~ q q ~ q ~ k . . q~~ qti~ qi~ qDO r ~ chain frnk ~nc~ Y Q ~ p,2r~ p 15" k Asp alt:.. °n :Area 1V Q ' ' p - qti ° ~c~e l = 20' r~ L/9ti~~a/G 14S Regular Spaces 3 Handicap spaces 1 b V' ~ 1 1 1 1 ~ ati a ~ti• qzz q,.~ 6q~ _q ~ w. ~ k q~, . p~3~r 0 ~ p V _w n p8 Tod o rJDd 04 ` p brV?,a `b rr~,;n 4°-~,r q e y ,r ~ 3a G q ~ ~'~~_~n 1 q 1_ ~ p,r P R~ 1 1 p ,r a qti.. zp ~ ti~ tip ~,p ~~B ~q.% o D~ p C TAN u ' p Brr ~'i' ~ $ p¢~ ~ „ p n _ p rr G re ~ p p ro ~ p p O a G p „ p~ grr p ~ p,N 7~ 8 pc'' p r. rr /o p /o p 7~ ' _ p~" DN a~~~ p rr p G'r~,a„ ~ , y x ~ rr p „ , a'' p ~ G ' Turn ~ Cam ~nK 5 Qr' p C/~arn ~nK fence A' Pg° 4 p k~ } 1 piz" ~r1 t a o p r®+ q qk ~ 3 p 3 ~ q q q ti' q q prz ~ q~1 qa 9S ~ N D 8 ~p~ p e'r p pr~,~ ®,r r p G ~ p r° ~~o" p p°;r Pe , ,z''. 8~ ~ ~ R. Recozd p/3' H. + Heaeured p/D~e r A + Arc ~ p M~ pa pay cN .Chord V G" R + Radiua Q~f aw A/C Air Conditioner ~ ~ ~ ~ ri pG rr / Conc.+ Concrete a w ~ e ps U , 4 p~,~ p Elev,+ Elevation NCOD + National Geodatio - fit' PI$'r .vertical Datum qk k y ~-t ti L ~ ~72'r f°* R/x ~ Right-oE_xay 9 ,a y q~ . 3 0 D q q3 a1 " 7 ~ ~ f FPC + Flozida Pawar CozZs. Q~ ~ q~' '9 d~,b F s Found p qrt ~ ~/2'r ~ 'tDbVV YR a Iron Rod D ~ r~ IP + Iron Pipe CH Conorete Honument ¢,r ~ p /a p /2 p H3a + Haaonry Re. Residence t f. ~ / Cav. + Covered G/qhl.. IOP~E PP a Pover Pole p ¢ p8,, NH Hanhole Alum + Aluminum pG" parr ~ r ~ ~a Aeph.+ Aaphalt Sxx' + sidewalk ~ 7 p ~ oBi. + ovczhend Line p F P,N~ p ~ ~ Q w QaK 0 C . p r2' 0 2" , . J ~ qb• ~ T,~ 2 a Y ` qk~P k3 q JD ,3 ~ r 1 q 9 z' q q Zb J q q~' p q ° qtx qp~ ..a v ~ p/¢„ w3' ~ vt ~0 a _ c ~ ~ ~ ~ a ~~1 ~ v ~ p /r . ~ ~ a ~ o ~ ~ ro~ ~ ~ ~ U n t~ • ~ w ~ ~ ~ qk• ~ ~ qq1 6 a ~ p c~ ~ 'h q~ h1 ~h1 q~~ ~tiy qty q~.~ qo~ ® ~ ~ q ~ ~ v p 8 v~ ~ ~ _ p rr •n ~ a, b ~ ~ ~ ~ ~ ~ ,r p~.,~ c, - p > a~'i OT® ~1 ~~Ca ater N w w~ ~ ~ v ® ox 474 ~w . learwte, L - 7 ~ a ~ ~ ~ R ~ .V ~ q k t ~ ~~N~ q ~k ~ 0~ Q bv~~, 1 ~ ~ A q~ qti' q~~ ati~ 0.ti4 qt.~ ~ _ 4 ~ U 5 p ro va~~ Certified to. City of Clearwater ~t~W~ vl ~ Countryside REVISIONS SURVEYORS CERTIFICATE V 26 40 al Springs Drivea Clearwater, y DESCRIPTION DATE DWN CH'D ORDER NO. The survey represented hereon conforms to the BOUDREAU BOUDREAU & SCHOEN INC. 9S Drive, Clearwater, Florida Lake requirements of Chapter 61617.6,Florida nislrative ode SURVEYORS AND MAPPERS 9700 KOGER BOULEVARD, SUITE1 09 s Carol M. choen ST. PETERSBURG, FLORIDA 33702 q qq ati Qo ~ Florida Re 'stered Land Surveyor No. 2557 q q ~ q~ 3~ q y q32 gyyl 0.U Drawn: Checked: ~s THIS SURVEY NOT VALID UNLESS IMPRINTED (813) 578-1192 (813) 578-4176 Date: - S Order No: 9a/¢B WITH AN EMBOSSED SURVEYORS SEAL Sec. Tamp. Rge. 1~. ` C`l~~r~4 7 of 7