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"''''-,- '''. l;:x:::iL :' ~~;; s. 0( (;,1 <::.j{;-fL ~, i, ;\EJ-S y. /f.:., .............."- ~;- " c, 3lJn'/~'( L~(J~NO "-'-',,'<. : ARC LENGTH : A:R l'~NDI1!UN[R : AlCM:N~ll fl]~CE : ALCM:N.Cll : ~l'f;Al T : !lASE PcQ'Jll ElIYATlCN : Jl!l1l;NG : 1l1.J< : .INCH ~A!;j( : i!(II;NCIJ\Y : _V,/U<<l : CAFlJI'JlrmE F1:NCE : !lAlCUWl [l'Jl : 'J'Ui!.D LAR:NG : lXlN'JlllE BLOCK SHlUC1lJllE : 'J'GilD : 'J.:NHJ1'-':NE : '}:AiN t;:il( I1:W:f : 'lOSJHE : l'(J!J;iJl : lXlN'JlUE : lX\I;NTY RC,'D : GCN'JlEIE SUoJl : lXlR'U : l:C'l1Jlm .\Ilf..A : :HD : ocrAR~,l(NT ,~ rrc;'<;'.t".:R~'ATICN : u'f;A:N,\<.iE : !JH:\1:'I;AY : ElI\'A llCN : EJl.iE'f Ff."(~DlT : lD'.I .~ '(iA!lR : [J.:LYDH : fOUND CJUCIIE!t: ~CN~MENT : ftAIlED !:NO SECT""" : fOUND :RCN PiPE : fOUND :RCN Rm : fLew UNE : f1ELJ) : fOUND : fOUND 'J'f.:N Pir'E : flCRtl)A PC'U t';HP, : f'XND P;:~HED PiPE : 1'1\/:.1: : ftOJll lSNE cNE : (;t-RAGE : '1.A~ El~.llr.;t;ilE : HliGlZllE flJ~(E : hlQi liA!lR cNE ::: :KW : LAND SUR,HI~G BU':,:t,t:;S : LC,l:~l flO~ ELEV : LC,I.~l Hi>.MN,AL SUP?i.:RlNG UI)!l!:R : LAND SUR..-E I~ : ~[j.SUilED : M~S~: iliY : ~nulED I)jD '1.CT!'.lN ,. ~hNIj\j1: : ~L~ HIGH 'l:A ItR t;NE : ~L~ 'LA LEIU : ~A!l :..NO OOT111: Cf,fl : ~A!l '..NO ~':J( : NAil ,(J-iO TtoJl : NA TYJI;Al ',htlf:TIC .t:Rl'CAL CA f\:W : NCYlT.R : C~.:RAll : C1tI1HE.4DK.ilE(S) : OffiCiAL 'H'~RUS : OF1-SET : i'tAT : ,>I.A T ~LJCK : f"~NT ~ ')JR.f : f"~N T ~ l'c~P'JUNO ')JR ~ : iJlJ,.lf.,N!:NT l''''' ITl'J. P0:NT : P,\tlE : P t..!;j([R r.AlUN : i'RtJ'ERTY t;NE : f'~NT ~ LlIcSH\,~G : f"J;NT ~ l>ceD~CCDiT : f"J;NT UN t;lf: : f'CU POLE : f"};NT ~ 11E'1\Jo~ C\JR\'AruilE : ,Jlj~WlI"]H ,1[f1JIOKE MCN'!JIENT : f'RePum : PROl-1SS!U~;AL SlJR.frCR II ~N'rU : P'.:.\NT ~ "J~GfJM : r ',.l:YiJlT : r.tJllUS = t*.t)..MJ : ilfJl!UK~ : il!:S1j)t~','E = F;,tll:AL U,E : 11!:~S HJlI'Jl U,NO 3liRA r~ : ilIX:NO = r;!.Jti~ : F;,I,!L [!CAD :k':KE = RIGHT-'~- liAY : SET CGNC!l[TE 1!l.'NVMiJlT = :Y.i.UNtD [N\lOSliI1E : :;EC1!iJl : SET NFL ,..NO 1liSl< il!..~f 25'2 = SEll/f iRON f~'il RI.:# 2512 : ~,]JmE : ~T fcl,!L ftNCE = STAlE ilO.'D = S"IGRY : SU~D:y;';'>CN = ~L(,UiJ( : 'J" !)fJl : Il-wP(Jf,ARY lJI~CH \:AiJ( :,op OF cum3 : 'rOP Uf S/..I;K : WE ~ SL'J'E = TRi\.hi~iJi~i'n : 'iC',;li:i{P : fl"r'!t.-\L : UNDi:RGR\.1\J!o!Il : UJ1I.JTY :,fJJ) =,~JJl 11:N'~ : .~OUGHT :fICN ~~'E : ',~TNb'S :,~1lE m~'.:f : i;A!lR \'Al.t: CURVE NO. RADIUS ;~.~? ,,,:).' 'fL {~A~ Cj 'W_ "t'tv iT::-;:' ;'LS ~t. ,~~ \~ ~(<!D ',5"':\\1 _.S gAS iJL$ ~n!';!~.. ;t~l Sl";- ~R ~:J ~R(~ ;;;"; ::'ili ~j:jl: "~iJi~ ~~',:}K: "-{D .'t~ v' '...K nhl. T(" ''5 PC :".;'fJ "',~;~ ,\~S C~lJf1'/~ -r _\.-11 :=: r ~__~ Cl' '4, ,:IS ~f i~f iI: '{{:?r Af\C CHORD CHD. ERG. N72024 '54/1v'l N72024 '54/1v\1 N72 024 ' 54"1;\1 N72 020' 51"[(11 239.98'(R) 239.98'(R) 245 . 88 ' (R) 245.85'(1'1) (R) ( R) (R) (1'1) 4880.00' 240.00' C1 i~ - DENOTES Po\VER POLE - DENOlIS GUY 'N1RE --- - DENOTES OVERHEAD \VIRES C2 5000.00' 245.90' [~EV, pm Cln' r~EVIE'vV [~EVISIONS F 1 1 1 1 PDS I BY ~ (~()NC~P rlJ;\L <"I rr" '.l ~ rJ L;\ N pr~EPARED FOR: u;\ '('1'1;\ '( -r()'JVNH()~il~3, LL(~ 0;\ '('1'1 A '( rC)'I'INHc)~il~~3 656 BAYWAY BOULEVARD CLEAr~WA TEr~, FLor~IDA 16] BAYSIDE or~IVE CLEAr~WA TEr~ BEACH, FLOf~IDA 33767 4" P'iC :... \~ ~ .~ ~ ~ ~ ~ '-: q,'" \1 (, ~I (J b//8i ~ --- 6"x4" lEE 4" G. V. (NE) 6"x2" NEDUC.E.R (NW) 2" G. V. (NW) "'-. ~ '" ,'j "- ~ \ J",~ ~... \ 't ----- / I I \ \ \ ~\ 6" PVC VrI,.4. 7lR MAIN \ fROM AD./AC'E.Nr SitE .........~- ~.........~~ 6"PLUG rfP If -6")(6" lEE \ \- / / / .............. ASS'Yo " "'-~l t>1.;;'''''''-''''-_"_,, / -""'_ 'C'0f}J' I"c...",.. ./ """-.. ........J -""/ " ',- .~-.. /' ------ .->- ------- --- .... "....... ~ ............. WATFr~ MAIN / Flr~F CONNFCTION H YDr~ A~J T DFTAII N.T.S. ..1- (j 0 '/ E:{ 1'1;\ LEE 1'1 GIl'l E E ~{I 1'1 (~ CONSUL riNG ) PLANNING ~~o \/I(.~~ ..J t:., '/ '-'" t: ..J , mOl i'Ei'i'E:{ cu.;: O:{IV;: OLD'5M'\:~, HO:{t!JA 116/1 PhON;:: fAX: 3~C-rlc)N 1/, 'rC)'I'IN:3}lItl rJIN~LL;\S ..1 (\ <" Irl _\ '~I (".... ~ .::J ,..> , r r I ..:.1 ~ (~()lJN-r '( J r:L()~1I0;\ 1:j~ '/IC~INI-r'( ~il;\P ci [) ~~~::::--~,- ---------- ------:-. ----==-~~ CLE,4RWA 7lR HARBOR .~iG~~g" ~~~~~ ""'~~~ -"=-~=~_ rHO-JECr LG(~AnON .............. ---..---..,~ ' "'-.- I ----------.. -. ~ - s ~. j...... '~!"!~vF:=;\Y BLVD, :=J GU/"F'1 V/tw --. --=--~--=~ G/..vD, --.~ --::"- -~:- , GULF OF MEi<7CO II N.T.S. I .... (" .\ I ___ ~ .:1 r ___ O~3CrllrJ-rI()N LOTS 15, 16, 17 AND 18, BLOCK A, BAYSIDE SUBDIVISION NO.5, ACCORDING 10 TIiE PLAT THEREOF, RECORDED iN PLAT 800K .38, PAGES (S) 38 AND 39, PUBliC RECORDS OF PiNELLAS COUNTY', FLORIDA, L;\NO lJS~ O;\-r;\ 1 EXISTING lONiNG CLASSIFICATiON: T (CITY' OF CLEARWATE:~) G:~OSS LOT Af~EA EXISTiNG LAND USE DESiGNATiON: :~ESORT FACILITY' 0,67 AC. == 2'3,216 S.F, EXISTING r~EQIjI:~ED (~.1IN./MAX,) PI~OPOSED GROSS LOT AREA (GLA) -!3UILDiNG COVEi~AGE -PAVING oSc "'b\LKS -OPEN AREAS -DENSIT1" -PAVED VEHICULAR ,\i~EA -INTE;~IOR G;,EEN SP,A,CE SETBACKS mONT - SlOE "EA;, 8UILDiNG HEIGHT 2'3,216 S.F. 10,642 S.F./36.43% OF GLA a,19a S.F./28.C6% OF GLA 10,316 S.F./35.51 % OF GLA N/A N/A N/A 2'3,216 S.F. 12,732 S.F,/U56~~ Of GLA 8,304 S.F,/28.42~~ OF GLA 13,180 s.F,/2a.oo:~ OF GLA 16.4 UNI1S/AC..... 5,000-10,000 S,F.. N/A 12,095 S.F. (MAX.) 1,461 S.F. (!.iIN.) 30 I..;NITS/AC. N/A 636 S.F. C.1IN,) 5,801 S.F./1 '3,86% OF GLA 2,02.3 S.F./34.al~~ OF PAVED VEHICULA:~ USE AREA 25.61' jO' ( l3IJILDING) 0'-15'. 4.5' (PAVE~.iENT)'u 6.01' (!.iIN,) 0'-10'. 27.ag' (!.iiN.) 10'-20'. 4.131' 6.47' N/A ~Irrr' ~J ,'),1 ~ f'It')~)')'Jr'J .~ ,G "';;. '-,.A ~ 'I\.~ (. CASE if EfQ!-:2_?J_.~.1LH:' CASE fYPE _~J_!~~l__,._____ DRe DATE _--,-~L!_~b_-Z-_, , CD 13 DA T E _J7'~.~ li.:>. SIGr'4iC\TURE ,-r~.:\.1~2-1. DATE ..J/-kt/03_____ [;f 2-~ H" . - 110 (] 1- 35' 35' -100'. FLOOR A"EA 1~,\1l0 (FA;~) iMPERVIOUS SU1,F ACE [~A 110 (ISR) P AgKiNG REr~UI[,ED 0,.364 0.645 N/A 0:35 C-AAX,) 0.4-36 0,120 1,5 SPACES/O\VELLING UNIT == 11 UNI1S X 1.5 17 SPACES PA:,KING Pi~OVIOED == 22 SPACES $ - !3,A,SED ON FLEXi8LE DEVELOP!.iENT C:~ll-mIA (LEVEL T,liO) NOTE: 13UILDING HEIGHT EQUALS 2'3.33' AGOVE "EQUIi,ED FEMA ELEV.\TiON OF 11.00 N.G.V.D, .... - BASED ON 11 UNI1S/0.67 A.C. == 16,4 UNI1S/AC. U$ - !.iEASUI~ED 10 BACK Of CUi,13 II'I C . f.13 1)1)0/611 (;313):355- 3510 (0313):355-1511 O~~il()Lrrl()N N()-r~ I...LL EXISTING 13UILDiNGS, ,~LONG \-\IIl"r1 OTHm EXIS11NG SITE FEATU[~ES, SUCH AS PAVING, W,~LKS, ETC. SHALL BE :~EMOVED TO ACCCiI~lv1ODATE NEW CONSTr~UC110N. ~ ~ J' I' . ~: IJ (JENEn;\L N()rE3 1, SIJbject site is locoted,vithin FI'Jod lone AE according to FI[~M Comlmmity Panel Number 125096 00140, revised date 8/19/91. 2. All pavement tnarkings shall be striped in accordance .'iith the '.I,anual on Uniform Traffic Control Devices and Florid(J Deportment of Tran::<portation Standards, latest editions. Parking ::<paces, directional arrows, and stop bars :sh all be striped in V~-iITE. 3. All disturbed (:treos 'Nithin rights-of-Nay :shall be restored to original config'..Hation and sodded. 4. Signs os indicated hereon :shall be in 'Jccordance with the Manual on Uniform Tr'Jffic Devices, latest edition, 5. All elevations as indicated hereon are based ()n National Gcedetic Vertical Datum (NGVD). 6. 13o,..ndary and top'Jgraphic information along ,'iith legol description os indicated hereon taken from 0 bOI..ndary survey, furnished by O'Nner, prepored by George A. Shimp II and ,;\ssociates. Inc.. their Job No, 020484, latest revised dote 3/20/02. 1. [~efuse collection will be via curbside pick-up. 8. Refer to sl-,rvey for locations of existing trees. 9. Access from I..nits to pool and docks shall be via minimally ::<paced paver blocks, 10, No signage or site lighting will be utilized as port of this project. , I ;'~ : '. , ': ',: ' . /' (~(J f w. .: ~.. 1;.1! ..... . . , .- .:.....: :,,'/.' . ~~: f;i~ ..~~ .~~'" ',tl:" ", "..-{ -~-"'r::~ 1- ' '. /~".~ ' .f t 'i ", ~t';- .. . " . I ~:& '." \'il!',' '. . J ~.-! ;:_;~, .. " i: "~t~i~~<~ ,.:;~....g /1rc~!k~: .iJtZ,., .~~: .';; , .' , {. ~':~,;>~~ f j ~ " . .,~J ~'~~ .. . <I~ Y't- '/J6~' '.. . ..' '. rT7,R..~. \. ,,, '. "', ' , ~", ~f -".f. -;~'.J( r,l.. " ~ ," ,.,,' LEO L92y~?~~:..::q~ ~~. ~.rll"ji59}1 ',",_' .', jI,,' "# .~.; :4 .;'\ :",:"', ,,: "'. ~ x,.,. .,' . \~t:i \'!.",i~~~~~:rr(]\-;-T-" \ t ' ..: 1 , ' , ,/:" DESIGN BY: LLG or~AWN BY: PDS [~EVIEWED 8'1': LLG DATE: 11/05/02 SCALE: PROJECT NO, 02-24 SHEET NO, 1"==20' FILE: 0224pl an.d....g -.L OF :) " ~. ,f'~ r~EV, PF,~ Clrf :~EVIEW r~EViSiONS ;~ (]' 20' 40' irrrrl I ~ SCALE: 1" = 20' GHAPHIC SCALE (IN FEET) F~l 112/16/021 NO. DATE I ""-""'-,-.... ''''"~'~->v......... ''''''''-.. '-"'~~""-"<" ~, , '""~~, >v"""._~ .............. .--.... '- CL t~ I? I -"-"" '-'" __.~ I fA/'1 rt....'? L I ,1,4/?lJ Of? -", ?Jjf [1:;: . ~Jf c,:') c..') .~ c:,')' ~"" ''\i ,'). 'l'--... <'y 'l'--... ~'<",- .....-...., "l-LJ L.{J ~"" ~ tV) '--l:) t. !.) ;? """ r,,~ J-.. 'l'--... (~.:;! <~ ~- / ."~ ~ ,~~ .,...... J~::J "" ,.. ") <" 'J) .' v ~'~") ~ Ii 0;) .<..') ",,, ':)) 'f I/,) " I/,) --<., -.I~ ( lJ,4 ) :~4 \ " "r Bl VD (' '\ ' (JJUU' /I,.; I 8Q""/v:y_.. ,1 Y lJL. Vv , (JI3"-l\<"", . ''1,,,;J-rtlIl.7) ! I ( I , ". '''' ..(, ~~ , ...t.. ~"~"".~-, .".~"-. '-"-- -<<""- ""'-.... .~-~~,.<:~;~ ".,,,:~~-:::,.'< ""~'" ""~-. .::" -". ">..,.. ""'-'''' p" c' '-""~~ ........_~~ -..-.....<<-,..... .~",~ ~~" ..... ;::"ri",, '-~.--'- i ~-. '.i. ,,,,':~~..'," ~'''''-",,,, " '. '"'~~ "".....~ C1' .........'" ""-, .~~"- ;::'",.: '~'>''''' -......" "'-",~~ p~' ""~'" NO TF: THIS SHEET TO BF USFD FOr~ Dr~AI N AGF Ar~~- A CALCULATION ONLY I l I I I I PDS I BY pr~EP Ar~ED For~: On;\INJ\()~ ;\n~;\ PL;\N ~;\ '('1'1;\ '( r()'i'/N~I()~il~S 656 BAYWAY BOULEVARD CLEAR:WA TEr~, FLor~IDA GO '/ERi'l;\LE Ei'IGIi'IEERli'IG SER 'liCE S, li'lC. CC)NSUL riNG ) PL;\NNING m l)IJI)/~11 ~;\ '('i'l;\ '( -r()'I'INH()~i'~3, LL() 16:3 BAYSIDE cr~IVE CLEAr~WA TEr~ BEACH, FLor~IDA .3:3"167 1;3')1 i'~i'i'~:~ r:{f!: O:{IVE OlOSMA:{, HO:{[O,\ l1~11 PHONE: (J1J}i355-3.511J fAX: (J1JhJ55-1511 :J~C-rI()NI/, -r()'i'lN:JHIJ-l 2~):J, Fl;\Ntl~ 15~ PINELL;\3 (~()UN-r'(, r:L()F1IO;\ -; n I i,_. n '{ li ' >> '",:1,"";':"":'- "'.",, ; - ";'<1 r.' l~' "4~- ,:' " \j' ..,~~ .~-, ?:. ~., ( " 1'.,1 <; ~'f'l2:' >.,~'~7t; !~ , ~ ";\'!'L..r,,," 'f:"';?:;:! ';"'~- .... ,.~1.rt ", 'C/.;:"'f~ "." 1.".', I . - - J" . '\',j.l....~~. ' f't" , , ~'>':;f' I ":r,~',""} : (,,;,_.1 1'f;~"'}J~ \~~ti "~,,, : ~'-:'''rJ : :t. ;':1,.1' ..... ,r;: '.;r'. '.\ :.t.~'" .."~'- ...1".f"\~"_'1, I ,,\.J "t# ", ...,/",......, r .,. ". r' ,.", 11' Vi.po.!)..,..,~.." ;, .~. '.' ::J-;;;..'\I..'>~~:iF~~~.K~',~;:--., ~~/ ,:" . :-'~:_<,"-, .. '~,~:~~;~':(' ~ '!,;P;lj;/VJI'. <J:;*~ " ':'0"''',.~!: ,;<~~/; :p:riTiY('. ;J;.. ('-':- " ':.(~QJ:'.'r~ ;3,et1;l<<-NN. 'Jli ~,e:;_~ !J; 16 g"7 1 .."":'I,"~!1 ;;'/:;J ,9 L 0 \1,,' .." ("'i';!V"':':'~~~:::,~;~'" I DESIGN BY: DATE: pr~OJECT NO, LLG 11/05/02 Dr~A\VN BY; SCALE: 02-24 PDS 1"=20' SHEET NO. :~EVlE'I'VED 8Y: FILE: ? r" LLG 0224plan.d'Ng ~ OF ,) GENERAL NOTES . III III . I. For curb,gutter.and curb and gutler provide "8 - "4 contraction joints 01 10' centers (max.), Contraction joints adjacent to concrete pavement on tangents and flat curves ore to match the pavement joints, with intermediate joints not to exceed 10' centers. Curb,qutter and curb & guller expansion joints sholl be located in accordance with Section 520 of the standard specifications. 2. Ends of Curbs Types Bond D sholl transition from full to zero heights in 3 feet. 8" , ------ '1 . 6" i 4---;...oJ ! i ' , .~~ . i.<(-: I ,'Ir" ''tc ~j_l ,-Lpo't V/~J-. Depth Of Sawcut I 1"/ . , 32 ':,(In. I . I-T , CONTF?ACTION ,JOINT IN CUF?B Note: For use adjacent to concrete or flexible pavement, concrete sholVn. Expansion joint, preformed joint filler and joint seal ore required between curbs and concrete pavement only, see diagram right. TYPF "0" CONCr~ETF CUr~8 FOOT INDEX 300 N.T.S. i pr~EP Ar~EO FOr~: l l ~ I BY 1 12/16/0? NO. I D,~ TE r~EV. pm Cln' r~EVIEW r~FVISIONS 0;\ '('1'1;\ '( r()'I'/NH()~jl~$, LL(~ 16:3 BAYSIOE Dr~IVE CLEAr~WA TEr~ BEACH, FLOr~IOr'\ 33767 /1~ ~~~~~~NS~D\ A_L_,., \.~ V,N. l___=-,__- ~ TOP OF BANr< EL,= <<~%~~ SOLID SODDFD J, I 1-' :J 2' LEVEL 7.00 [BOTTOM ~ 5.50 "Y~~)~)0~"\.~~V- . ""<,,"<.c,,<,, ~" -::::f.:'<"" 3' SFCTION "A-A" - lH:~U DETENllON BASIN LOCKING N\V' LY N.T.S, '" z < :D is "- ;? o tl1 iii ..-----............... DETENTION ~ ------- POND 4: I E---/-I-- S.S. 10 MEET EXiST, GRADE ~r ... .. 1..1 I" i.1 !ji r r.... ~: 'l'E< l [; t 1 -r , 11 i-' -r--I . oq oq 0 00;:: () oq Ir-. I ~. ...k")goqpgo~O ogQgo~o-oo~ogO(' .... I t I I f?{WJio~Oog'-jio9!tfo~~ 0_ C'.. If I /:"-. 1.''t~~6g~~~g~~&t6~~~12~~3... 1 -J.~ I ~t'.IO(~(~O(6oo(ji)(~(liJO'~d-fv~' 1 ~~ '~I I n oo~o oo~o oo....QoOq;. Ooo~O.OO(10.. I.~ I ..locOo oqRoQ..o~:.&3.J%6PqQ,?':l'9~ . i Il'.~JIO(d~(d~S~Qg~6(d~9~lf9.;..' i-1 J f?o1'5c~o1'5oqWD~q.pcfbU6Cl5b't5f3 ,- ~k t.: I f' [\>. 1:.1 I . 1 AlL~I~.~ OR I I; 1 S S_ FAS'ENERS I'. 1 ANCI1CREJ 1'1-0 , . I FACE OF CONC [.:j ~4' - STUCnJRE NO-E: ALL :JtST ",RBED AREAS, EXCE"T PONIJ BonCM Sf-JALL BE SO~ID SCJDEIJ. 6' C'3ERGlASS OR A~JM.~';~ SK:IIMER 3/6' T:-j,CKNESS --0 w 2D... 00 '~ svi [JJL 00 Zw 00 r~ PLAN (1001) ~ROI~E~ADE '\ (DESIC;'I 3Y OTrlERS) ~ I 1~1 ~f."1 .........._ r WEIR CREST EX,ST-i """F~ ~~20~';1 El. 6,58 GRADE, --oors 0'-600 0 0 'I ~4~W6VO / 'r"'/;:^'/~' ~~j~Of 1..1 r:fj9:~o 0000 , . - .1 :tr':1 I CO~C. OUTfALL ( . 6' A.I (DOT GRADE 57 J POLRE~r~U~~i6~ . -- ;: ~, '2" EX'S', ~ i'.41 AGGREGATE (24" (3000 ?S.I) .1 G~~L CO:'1C, I . I TnICKNESS) ;::: 2,.'LL'~ SEAWALL " T I I No.4 8.~.R.S T 32' 'iD1 O'OC, EA , ~ .... (2"Cl. '~IN.) . - ALC:'-iG 'JElLY POND 3A~;K ONLY TOP CF 3ANK EL. 7,00 . 3ASIN 30T-OM : '\ EL, 5.50 bl~ , " ~ , , '/lAY SFCTION "A-A" LOOKiNG SOUTHERLY 's,o' O'~RAll LE~GT-j s' 3ASiN SIDE SLOPE ~'I' ....LQQ: ""':'. ' 2 00' ~il'...L-QiL _'I' liElR SLOT ~ I [f1": I 3.0' ~f y: -r-I ~ I y: ~ .... '.) 1,- .t<t::R CREST 1 'J.' y: ~ t I.... L SOllC ~ I: ~ ~ t ~ 1:1', ~i':" "! - J 1,< ~: 't:;"" ' r: """ I . . . . 7..... . . 113As,~ GOneM EL .~ j"%y>;'7) ~ ~~-------I------------~~ P '1.>''''<% 77 r- - - - r- - - - - - - - -"-/'<'Z x77<.T.'~ - J" 'rT",<~;>~~ '--_ FIBER.GLASS OR ALL~INU" SKIMMER <:"1~'\1 /,~ (F AC:~G POND) 1.'/ 3/~' Tf-o'CKN~SS SECTiON "8-[3" LOOr<1 NG ::ASTERL Y 5,50 s' ~ TOP DF BM.K EL. 7.00 CCMPACED EARTH (98% M,N. COMPAC"CN) CONCF~FTF OVFr~FI O'vV SPILL WA '( LOCATED iN DETENllON POND - NE'LY SIDE N,T.S. ~3-r()n~il On;\IN;\(J~ o[~-r ;\IL~3 :1 (In()~30 ~3~(~-rl()N3 0;\ '('1'1;\ '( -rO'I'/NH()~11~3 656 BAYWAY BOULEVARD CLEAr~WA TEr~, FLOr~IOA WESTERLY -'\ f( \J" 1 , I, 3 SLOPE TO{ EXiST. MEET EXiST. GRACE~ GRADE @ I .. ~ (4: 1 MAX.) "\ - - - - -~\"I"9- ~I '<~A'\ I~' SOl iD SODOFD V'" .1 2'. i '-T 'LEVELl ~ .....y >.y/\y)~ <<~'<~"(~ \___\::yf- ..*?--- DETEN lON --; ~~~ POND L__ -\\\-~\..J-, SECTION " 8 8'" r -r TH[~U DETENllON BASIN LOOKiNG NE' LY N.T,S. ?,~ _ ~1 Q< ~~~r'f~: --",.:~~'" SED::~ENT lRAf' ~ 2"':;'" ,I'~cl!l STf,KES ~ i\'iRE OR N'IlJ 2 PER ::ALE '\ ,K'~ N D ~AU__S n _ , C'/I r / EX'S11NG '';RAllE >f!N~~'" ~;..-v -, ~'>"I-~ ~'''il).$ 'f,-(.'I?,"/<;~ t. (",N) SE.CTiON //-~/ / _~E~~l.:...~...~~~~- "'-' . . ~~~- ./ .,,"'-_.,....__c~~ ,..lTJ:f\~'A rt RU;O~MENDEO IOE-IN fl,. lOE-lN --~- --~ ~ F'REASSC~BLED SILT FENCE (PI\!J'ERHW) EROS'O~ AND SOiL CG~TROL I FLC'R I FLC'II I ~%fXZO~ ~~~~ PLI,N I DC'..'N~lli'E !_I/GLE FifiST STr.r.E;'\ r '1>1. 'CI . ""t',ed t!wh~y TC'lit~O flRE'<\OUSl Y '\ I n h'~u\t,... ~o ".~ f~htkH&;.n -~fPf'PP'ffVffZ ELEVAT!ON ST~AWB^LE SILT BARRIER (IIl.n:f;NAIt:) A. ?RGTECTION OF EXiSl~,Na STCRM SE'/iER SYS'TEMS: Durin~ ,,'(matn.ictt(Jr1, oj! sturm Qcwar ir,!ets In ~he v1cfnlty of lre proIect ~hQll be protected by ::iedirT!l::nt trups sUl.;h <.l9 r;-eclJred ~cy be!tis. ~od, a:01'6, al.c" wr.;ch l:lhaJ1 be maintair,ed :.wd '1lodif:ed 08 ieql.:ired by CQr:!;;lt/"1Jcfurr fJro':frel:s. 3. SED'~E~T ~RAPPiNG MEASURES: Seelme"t bcsi"s ""d \rups, per(rfIet~r ~errrg. filter f~nces, berms. ~t:dlrr!l;mt borr:ers, '1'ege1ct"-ie buffr:rs ofld oth~r rrH:(l~urt' :nt~nded to trup ued;ment ur1d/ur pr&v-ent tt',e tnm~purl of ucdirT1dnt irlto 'ffo~~rs of H'e state 0(" fie:yr~b("Jrrr!9 prcp'olrtfes shall be 'ftBtcl'ed. {;'otl9'i.!'lJc'ted or, in lbe CG:;;e of vege-l:.ct:ve buffer9. protected frum di1:lL,,"bofH;e, us c first s"tep in the !und c!t\Jrc~:on process. C. MAINTI:NAN'CE: M ~rcs:'on or'd s::trctkm cl,mtrol dt:vkes ~rc;ij be <.;heded-egL.:orfy, ~~p(jci<ll1y (If':.fJr tH.l<.;h raint'all and w,'l! be deur!ed out (;r1d/Q(" repcired us reqL..irt:ld. Er~OSION CONTr~OL DETAIL N.T.S. SITE PHEPAHATION, TUHllIDI'l'Y, AND EROSION CONTROL NOTES 1. it uhcll bEl ',hll I ~~pIIJr,s!bll1ty "f 011 site, building ol'ld utility controctllJls 10 be f-:'rTllliof '/jl\h all tlppl!c<!ble I lIllUlottlfY a\j!!l'lcy P"I ,nl\s, ~,p-tlcif1c iond ciliVei('pl1',,,nt I O",Uil u.-r, un Is, pUI rnit ctllTlpli-:.nle ,"qUil "m"n<.s, ol'ld punnit ir,"p"c;tivn pltlCeQUI bS (Jf thll vor!m,s loguiotvry O,"t"'CrbS ond the proJect Qbsi9n "r,glnler. 2. All cvl'ltroctvls rn\<st bs\ablisn cvr,s\"JcUvn IfIflthtlooloqy -:.nd ~o",\<,mcing of (lPUI atior,s to UMUI e c"rnpl!or'(;ll '/lith all umir"r"nuntol '~Ilulatvry o\juncy P!!I mlts -:.nd ~octivn €2-302. FAC. 'J/o(",r Ql.lolity St-:.ndQr cls. 3. Prior ta ~ny site clooring, all wetlor,d vI CUS, 'I,etior,d/vpl~nd buffet s, si!lnif1eont vpior,d 'Nlldllfe habitat, vnd 'II "tiS clesl!lnoted ta I {;I,nain ur,dlat"r bl:o:l shaJl be pr olected tlS Il:quired by Cc'~nty, State, <lr,d F~ciulal vrdir,tlntca, ond cle\oils found in the~e plor,s. it sholl be Ir,e Cvn(/octo,'s le~p-:.n9;bility to meintoin (he~e OIOuS in their prs-cor,structiun cor,dititln. 4, All eun',/acbl! must Plovi<ie tur bldlty und {;II "slvn e"ntrol'/~edimunlativn bOIl!!!1S (hay bales or slitotitln curioin) to ~"evunt all(ativn "nlo/into ~d.rolont P/(oporty, 9\1 "e\s, stvrm ~~'ldjfS, 'I/<:ltor bodies, <;ritical L.plond hubitot O!C<lS, ond 'lietlonc!s. In oddit!un, cvntroctvlS shall plate stn:R, muloh, vr othor suitable motorial ta pr(Opllrly stubil'Lll IJrotle 'Nhore c"nstr>.<ctitln I eloled traffic ;s to untur (lfId exit the proj-tl<;t site. if, in the upin;Qn of the project ~ngir'tur ond/ur local outhvr!tres. eXlHslvll ",uIJntltres of eIJr\h have bu"n tl-:.n~p",i~d oif-site by eithor notl.lnll ur by vohicultlf t!tlifTe. the Qtln',(tldvr m\<st lumove the eIJrtn 10 the 80tisfoctl-:.n of ',he PloJad er,gir.tsr ond/-:.r local ol.lthuritrtie. 5. Prior to cvrr"r,uncul1',unt of ony cvr,a\"~c:t!on tlctlvitle9. ,jftislvn contrals ond tu,bidlty bUlriurs must be ir,stal!od la er,Sl.Ile C0111plior,(e 'Nith !tl>n',s 1 - 3, above. 6. All turbidity ond Uf0siun (tlntrais shall be tocurod ond PI(,purly malnleir.ad during coristruct;"n, tlr,d shall Il>moin in pk,cs untll 01'11' or tislun "r duptisitloflol uidirr'unts hove b(ll>n pn'pl>rly st()bIl'L~d '"~ uny \jl>r1flrated bfbidity has sLlbsicied. 7. All sils c~vs;"prnl>nt c"ntI <ld"rs shall lfiupect b,-bidity -:.r,d lJI tisivn evnllals deliy. C"n'"octw s ~holl irrnr,odiotaly IlIpoir ony cillficiur,c1&9. 8. During c"r,st,,"ctivn In or,d odJc>c~nt to '/ietioncla, '/laturs of the state, '~etitmd IIp;ond bui~1lI s, ur,d d&sl!lnatlld "ritical uplond habilat, 011 Of aGS of e~p{)!i(jd aolie shall be stabllTLod/litn un tJppropr1ale grourld covur within 72 houl! of ableinirlg fillOl !lloce. 9. All slla, building ond utility c"n\1 octor s shall c!otJr or,d !lrLlb (h0Ga pwtiUfiS of the site r,eu~atlry f"r ',hair l'of-lpocttVG C:<Jt"\BJ~ructi(Jn octIvar~s. \. ~'l -' ~ j , , ' \ I j ~ , . r- Y;t I' f) \1 t.. ; 1 '# c.,' ....... .~. .~< \"C jtiJ~~", ..:~-, ,/ ",:, GO '/E~{r';\LE Ei"GIi"EERIi'IG CO~I$lJLflN(j ) ;JL;\~~NIN(j 'i';;:'~;',.'>'.'j~~:,~l:.,. (~" , ,.~/ :~~',~>"-X.:'~:::}:"3~l~!~~~.t . )",,"'"'~''''''' ,\.~?J, ~'r(~5-., '.;:,'~; 'f",. 0 . l' t-'-"<.',$""I. ", '"~I ~ '>~:I-,......','.i;'''''. \'.~.. .,:1: ,r,- ~~. ..~~:-, :. !~:,;":1;.'Yto..t.-......" '.~/,JlI' Of ;..I/}.I...... ..~.::..... H,::.,~.:"_.:... .'/~ /~'. ... , . "../ . q,". "-'y"""',}4'\ ....1,-1 /-y ~ /'; " .-:. .. ';,_..:tJ,~..~,t:~,.:l.i_;'i?t~~'.:Z:~~~ '.,_rF. (' ..:..,..." ~... \..~~~~i~~~;;~~~91' ". : ',~'t-: ;41', , (. , I , . . . . , \ '. l. ~ DESIGN BY: DATE: Pi-<O,jECT NO. LLG 11/05/02 Dr~M"N BY: SC,~LE: 02-24 PDS 1 "==20' SHEET NO. :~EVIE\'VED BY: FILE: ') ~ LLG 0224-p:an.d'Ng ~ OF :) ~ r-: rj \/ I ( · r-: ~ ..J ~ ., 'J ~ ..J , I r' C I m OI)0/~21 1'3 01 jl~jl jl ~:t f :U.E !J :{IVE OUJSM":t, ao:W)'\ l1~/1 i'HONE: F,\:<: (;]lJ l ~l5 :> -15 11) (ij 1)};J5:>-1511 ~ 1 r---l r---l l l 1 l12/16/0?l NO.1 DATE I /vaive 30x _I , -"''0~~ I J..:ft$'~ -""'0'<, L...J ~I i ! / ""h. J01,t Vol" r-lki~\~F.~~ l=~4:Jr-~~. I '-Restrair'ng Joint (Typ.) '''}.)'l.'~~~--,...~. _.' ~:j./,'~'-".r--- .^,~: r ~&ts..o( '" i V#ill'" Adjustao'e -_________ I . Va ve 30x _______ I '- I/l ,~ tJ :::2' l- e E :::2' l- ll) 'D ~ U Wr,en Valve Occu's :1 Roadway, _~ i set Bose on 10-Corrrr,on 8r:ck. . \ /.~, /.~rFr. rtP~"<' %~ <<. I ~ ~~lrtc~.~ -.r .___.~~ M"h "010\ V01" / ~I" t .. Jvv~ter \1o'n ,es ra,r,ng o,nt "- "N 0 .c +' 0.. Il) C: \ TYPICAL VAL 'IF SFTTING N.T.S. CLEAr~WATm INDEX NO. 402 Conrect'rg ::>i~ce ~lntegra'ly ontt;~~Q~} - cast ~ecn, vo,nt G ard on -\,':: r one Erd-D I, RotatoD e Mecr. -_____ JI ~t Jo,rt G ana on Ot~er Erd. ---------, ~]rllll'lr) -r . .>-Jll Ler;gth Var es , rn (See Note 8e'oN) Va,ve and Hydrant Tee ~~~~~] - N/D.i, Rotatab:e Mech. Jo:nt -~ ~\ G'ocd 00 Po;o Eod Bcocch, ~ ~~LJ;t". ~'lir ......" ~~~ ~ )~ 1:' j:~ r.:.. 't.: F:re Hydror;t Assembly (Typ,) Mec:1, Jci'lt Valve j \ ~ Wcter Mai'l NOTE: On Hydrants r~equiring :~unout Last TN() Joints M'..ist Be Restr'Jined See Detail This Sheet. TYPICAL HYDF~ANT SFTTING N.T.S. ih l[Fr 24 MO'. ]~. D1,\oooo Voc;" -"~~l.'1<'~ . n ~.%~~- II II i ' I I I , I ~frl _ I[i ~'.1!;.1 \\ I ~~ j =Ff i e ::2 ~D I "", NOTES: 1. Steolr.er Com-:ect:on to Face Street, 2. Ail F're Hydrants to ~,ave 5 1/4" Valve Seat. TYPICAL FIF~F HYDF~/-\NT SFTTING N.T.S. [~EV, pm CI1Y r~EVIE\^, r~EVISIONS I I I -I I 1 PDS I BY pr~EPAr~ED For~: 11 " I '~I( - J.I' IW~ ~ " Top V:ew Aporoved 3ackflow Prevention Device * Water Veter Connect:on l- V E q) au +' .- (/)V1 :J U , Flow \ Ford A~g:e -.;;.0- Valve (Typ.) -----, ~~ . .,~ ~ Ford Regulator Adaptor NOTE: Ce"ic.e ml..jst be irlstalled :evel. l,1eter ... APPI~OVED R.I". DEVICES Hl;t~ey--8eeco I"o.oel F'HP II Walts I"odel 909 (Jr 009 C(Jn!:l,o(;o 4('200 e V '6 v :::2'iJi Brass -____ Nipp'e t 12" t ---~- ~j; ... APPROVED DOUBLE-CHECK Y,~LVES Hll' ~ey-8(;(:co l/todel mc ",Volts I"odel 109 or 007 Con bf 0(;0 401 00 ---.. TYPIC^L S>-iGLE DEViCE 3/4" and 1" MODELS TYPICAL MFTFF~ SFTS W/BAC}<FLOvV PF~FVFNTEF~S :) / 4" CJ n d 1" MOD F L S N,T.S. CLEA:~\^,ATE[~ INDEX NO. 405 Stop Less Creek MUELLER H14J50 with LockvVir;g cnd Compress:on i1:et or approved equal Tr,reaced Corporat:on Stop Vl.,ELLEF~ H15008 or approved equal -\ -r ( TAP AT 45' ANGLE) . '.1t-~ S~,d~" ceqc;ced " . ~\. 4 P,V,C, oc'y ___. {!!/:y-' \ 'Qr~l_"~"":~"~'~:"J \^/ater Service Tubing , Ii' ff(',x/' Criscopipe 5100 or Endot/Yard:ey Saddle snail rave ~oub,e ~" 8' 't S"R 9 .3.408 P' tl..,j t . , tit " '~ ue ve, LI" o.ye "'pere s a,n,ess s ee s raps ~ _ ",,' with epoxy coated ~ d'~ctile :ron body. Water Ma:n CHLOF~INATION TAP N.T.S. Bock of CJra or Edge of Pavement - 'fl. e-'-~~ r" ~"", ~ 3/1], ~-'~I rf:-}"~~t '{i eF~~I!:~~ 2" Gall Valve / ~I H'" Gob ---1'/:1011 .3/4" Galvanized -./ 2" Gavar:ized ~ .!if! 2" corpcrat:on-~ ;:!' ..rrr-- T J 'IT1.'Al Topping Saddle _;".M~(:'~ m~(? ~'~ oF- ~ TCP CONNECTION E\JD CONNECTION TFMPOF~AF~Y BLOWOFF AND SAMPLF TAP N,T.S. 0;\ '('1'1;\ '( -r()'/VN}I()~jlE:0, LL(~ 'IV ;\-r~rl :1 :3;\NI'r ;\rl'( $~'Jv~n o~-r ;\IL~3 3;\ '('1'1;\ '( -r()'I'/NH()~JI~:3 656 BAYWAY BOULEVARD CLEAr~WA TEr~, FLor~IDA 16.3 B;\ YSI DE DRI VE CLEAr~WA TEr~ BEACH, FLOr~IDA 3T167 GC) \/ERi'l f\LE E i'lG li'lE E RIl'l G CONSULrlNG ) PLANNING 1;301 i'~i'i'~:~ r:UE O:W/E OL!.)sM'\:~, ao:{[o,\ 11611 THE FOLLOWING JOINTS 'v1UST BE r~ES1H/,iNED iN ALL APPliCATIONS: 1. GEND - iNLET AND OURET 2. TEE - OURET BRANCH .3. OFFSE1S - INLET AND OUTLET 4. CAPS 5. PLUGS 6. LAST TWO(2) JOiN1S ON A DEAD END i~UN (min. 36') 7. L,'\ST TWO(2) JOiNTS ON A HYDi~ANT :~UNOUT (r11in. ,36') 1- 1 ~ Megal..ig Restra:ner (Typ.) 'Ii ~..~~ Ebbo 1500 See" (c",.)-~"~_~.(..y L == MINIMUM LENGTH TO BE ", RESlHAINEO ON EACH SIDE OF FITTING (ft.) L \ --;'f':" JrI ~~ ~oM.I ELBOWS (deg.) PIPE SIZE 111.25122.50f45~ rt~ J3i5r--aT12 61416f1OT15 8 4- r;-1T3 20 10 R=i9l15125 I 12 J6f1Ol 17 I 29 VALVE TEES 9 11 14 18 21 NOTE: TH:~UST i~ESll~AiNT AT FITTiNGS AND VALVES SH,'\LL BE BY USE OF EBl3A Ir~ON 'v1EGALUG r~ESTr~AINmS. TIlRUST :~ES1HAiNT 13EnVEEN PIPE ,jOINTS SHALL BE 8Y EBBA Ir~ON SE[~iES 1500 r~ESTi~AiNmS. P.V.C. PIPF F~ESTF~AINT N.T.S. CLEAr~WATm INDEX NO. 40.3 l11E FOLLOWiNG JOiN1S 'v1UST BE r~ESTr~AINEO IN ALL APPLlCAllONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET 8:~ANCH 3. OFFSE1S - INLET AND OUTLET 4. CAPS 5, PLUGS 6. L/\ST TNO(2) JOiNTS ON A OEM END r~UN (min. .36') 7. Lr'\ST TIVO(2) JOiNTS ON A HYDi~ANT i~UNOUT (min. 36') 1- L ~ ~ Thrust ;~estrc:nt (Typ.) .tit itt., k=.-----..~...... :\ !~'~ ...... ~'~i.~ ( "" V~.y '~ \ ~ Restra:n:'lg Gasket (Typ.) .-/ L =' MINIMUM LENGl11 10 BE RESlHAINEO ON EACH SIDE OF FITTING (ft.) DO NOT I.JSE FOR VERTICAL OFFSETS nr-.oM.l ELBOWS (deg.) P'PE ~:ZE 111.25122,50f45~ R=-~ IT/518T12 31416f1Of15 814j71T3~ ~,o 1519f15f25 12 16 10 fTlf29"" 1'-6 6 13 26 f6.3 V,\LVE TEES NOTE: rrl:~UST r~ESTr~AINT ON SLlPJOiNT DUCTILE il~ON PiPE SHALL BE U,S. PIPE FIELD LOCK GASKETS FOr~ rnON JOiNT PIPE or N"E:~[CAN FAST-G:~rp GASKE1S FO:~ N>AEI~ICAN FASTITE PIPE. rrlr~UST r~ESTr~AiNT ON DUCllLE II~ON FITTINGS SH,'\LL BE pr~OVIDEO BY rrlE USE OF ~v1EGALUG RETAINms ,\ND MECHANICAL JOINT FITTINGS. 9 11 14 18 21 70 DUCTILF IF~ON PIPF F~ESTF~AI N T N.T,S. CLEAI~WATm INDEX NO. 40.3 NOTE: Cleonout pll..ig to be U.S. FOI...ndry 7621 r Cleanout Plug or equal, 'Y,'i/Ii&"fl"re";';"""'17 CODe"t. Pad 4" [ Tnick x 1'-6" Sq. . ~ =t I" 9 5/8"-1 WTL7T/T~ f i 10 5/8" 9 7/8" I" ~I~ ~I rr i I " a" h U 1.3 1/2" CLEANOUT DETAIL CLEAINOUT PLUG DETAII_ STAN DAF~D CLF AN OU T (Son itcJry) N.T.S. CLEAr~WA 1m iNDEX NO. .3C~ ~ ~ , '1'1 ." II. r ':... i ..i ' """',,, ;~j/ i .J . , ,I.",-~~~~",,~. '.::;: :, ;:A ;;~'-:';'r',,;-~~\\ ~\ . ,~' !~'~i4 ,', ", 4; ~~'i<~~~ ~.---o \/IC......~ ..J ~., '/ J ~ ..J , 4 OF:) DESiGN BY: LLG Dr~AWN BY: PDS :~EVlEWEO BY: LLG 0,'\ TE: 11/05/02 SCALE: , "==20' FILE: 022~plon.dwg I 1'1 C . PRO,jECT NO, m 01)0/611 02-24 SHEET NO, i'HONE: ;: AX: (.J13};l55-J51O (;jn}~l55-1511 ';:?:i3(f~,:::f;' I 1 l l INO.l DATE rl'" I' j 0' 20' 40' ~rrrl I ~ SCALE: 1" = 20' GHAPHIC SCALE (IN FEET) :~EVISiONS ~.- C'L tAl? WI' ~~ '1 / t? l I I !,1l?/J O/? C2 LOT 12 COMMON AREA l'-J I. ~;J- ~ J t.) '::t) C;") .!.) r-- ~;J- t"'-.(.) ~... ~ rJ:~ <.-'-- <.- ~/ (;;;j ~0j' !-J~'! /\A <>Vh 1 LOT 1/ I / II tf ~.~ /I~~ ;;p /; 0-/ ;; III CGUMGN ~REA _.__~J,1 Y~(,1 \ l . . y OL vD. (G'1ULF tt1 Y l 60' /fl;~ -,-., lJL VD , ("11::.' . ~v. '.HJ 4 \~i~1 ' . '.Jf',tlJ.Tj ---. PLA T) f==== PREPARED FOR: -I 1 l l I BY ,~ '- ~ ..~ (~.J ~ .!") ~ '.J') " " I~) '0-1 ,~) .(.~ :<---; '.J') 0) '" 0) -'..., 0;\ '('1'1;\ '( r()'I\/NH()~JIE:~J, LLC 163 f3A YSIDE or~IVE CLEAr~WA TEr~ BEACH, FLOr~IDA 33767 pnE:LI~iIlN;\n'( PL;\r 0;\ '( '1'1 ;\ '( r () '1'1 N H () ~,I E: ~J 656 f3AYWAY BOULEVARD CLEAI~WA rEr~, FLOr~IDA GO \/E~{i'l;\ LE El'l GI i'lE E~{ I i'lG CONSULTING) PLANNING 1;30/ njJi'E:~ ftH~ !J:{I"~ OU)SM/\:~, HO:{lO,\ H:;// ~ .; tl 'II (" r: ~ oJ L t' ';..JI L. oJ , iJHON;:: f"X: II'I C . flJ 01)0/:;11 (;j1J};H5-j:;11) (;j13};H5~1511 ~JE:(~-rl()~.llt, r()'I'IN~JHIP 29~, n;\N(lE:li)E: PINE:LL;\~J (~()lJNr'(, r:L()~1I0;\ '/ICINlr'( ~,I;\P L CLEARWA TER IfARBCR ----~--- .....G:RIGHn.~~g PHc}JECf LOCAnON -~-- -...,:,"Z:"~:-, ._------. . - ~-- 8, GUl.F'!..!-. -..' v,'tw ----_ f3( vD, '., -..... CULF OF it//EX/CO - ..~.__~_AYW;\'~ '--- _f II N.T.S, LE();\L UE:3CrlIP-rI()N L01S 15, 16, 17 AND 18, BLOCK A, 8AYSIDE SU3DIV1SION NO.5, ACCORDING 10 1'rlE PLAT rrlE:~EOF, RECORDED IN PLAT GOCK .38, PAGES (S) .38 AND .39, PUBLIC RECORDS OF PINELLAS COUNTT, FLORIDA. ClJn'/E: r ;\OLE: CURVE ~'I': i.v,J. IffiDIUS ARC CHOFD CHD. ERG. 240.00' 239.98'(R) N72 024 ' 54 "rv (R) 239.98'(R) N72 024 '54 "ry (R) 245.90' 245.88'(R) N72 024 '54 "rv (R) 245.85/(1'1) N72 020/ 51/'rv (M) Cl 4880.00' C2 500C).OO' '\ 1 ,if ".' l~: ;,-.:) i ,", " ~ f t' #)~"-.'. j,,~ (j..)f.,,' , 'pl" ,-? . . 4 : t' ~ ~:.' . . '- . 'i'~ ,/~ . ,,::,)' ". ~~t~f:~ : :. E!.:;:'-l~~:)r;rf%:('(':L!!"','~ :;; ~ ';,~VUJID";~'i't".... fO' " 3:' : ,-' ."C. rr::. 'fl.>_ _..... _"' . 'i<-"I~rF'~ 1~~~~Gc3;'~'8r .~U.:~\~:'NO:~ 16'371 :'. ~. ,'''i>. ~jt: it ,,> _,.... ",I' ~,),\. ' .:-"" , . \ ' ,;f' ,,,,'" I ~ l' " I' ;;;......,.-~~ . ,I ~ ( DESIGN BY: LLG Dr~A\VN BY: PDS :~EVlE\VED BY: LLG DATE: 11/05/02 SC,\LE: pr~OJECT NO. 02-24. 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Ir"spr, I G" ht. x 0 3 gal., '8" cor, ~"ht x I ::'>r 3 gal" Ie:, . i. 2' spr. 12" ,1t. x I gal., I?' spr. ' 2" 1t. x ~ : gal" , , . r 5 stems 8' ht. x 7 s,r., I?' spr, I 2'" nt. x _ I ga I. , I 2' spr, I 2" ht, \ t 'I I gal.,. 5' c.t., ,Ui ' 'I- X 4 SDr" 8 rh 18' SDr. 24" ht. x. . 3 "'ai" 18'SDr_ -J I ?4" nt, x , 3 ga." -, I B" spr, 'B" nr x 3 c:!al", ". 24' spr. J 24'" ht. x 3 gal, t d on :::01.31 r T -5 no e , '-', . ~ i:1 X 3GIl 7 rJal., 30 20' spr. -J 20" ht, K 3c:!al" 'B"spr. ...I 811 rt- x I _ _ 3 gal, I.. o. 3r' spr. . 3(;" ht. x 0 '0 ga'., J~l ~ On f~arT'e Comm BOLJga,nvllea Crlnurl Lily G^'pe 5"a.o . 'I ~ - Ya'por Ho. y DVva rot ~ 't:'er Parsons .J~r - '-na Yellow Lan.a L .-1a Purple a'lco L SI-C1~rr Tree Igu 0 Gant Llrrope ^ ....pc Grass i"\LC_ 0' 'nde- For'Tl ,e", Tree ' f Ole'1C1e: Dwar a, Pooocarpus hO'1 Ind,an nal/A: , P 'mf"tto Palm 5::ver :31. ...#" Cabbage Palm · Pa'ad!se B,rd 0, Sea Oats . 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"~"""";; ;::~~':""';"::~::;,;",, s;c/e :0 "-3'n7'~ic.es 3'-0'."j p'pe" _, :ape,'rJ~peo f\ IRRIGATION PIPE -0 DEPTH DETAIL FH 'to' ~"JI f _. ~.1 J l j !: o '.u .9- b VI '1J o -0 . >- "c: Qi -'a 0 Or i'U 0 '~ o ~ u.!!! t.) '" ~ E N'O;~~ g ~ u ~ c: N ii)..E :s ~ ~ 5-~].~ I,) a. ~ c: ~ 2 oj)'O V !- ?l:-6~~,g O,~.:{~~ u ~ ~ ,5,,'5 0.. '"", ~'.!:.,~ ~ ~ () -i." I-- ,. ""'C (/) !JJ L () -. ---..I 7 ~ 5: () ~ Q cC <( <( Q ~cC ~9 () LL ~ ..;: ( -'-" >--w ~ <(:-- <( 5 <( 5: ~~ " ~ <( ~( '0 ~ < ~) J ("() '0 l w ~ ~ r!J r) ~ ~ --" . --" r) . W ("'d l'd r) -----" r1J) --- r' . . --" r!J L > L -----" rU Q 11'\ C. COPLEY S'~ C 1\ P E L 1\ N D \ --' ~ '1' S II IT F ( ~ 1\ R_ C LJ . <-/ Dnve 1666 Laney. 34683 b Flonda Palm Har _o7~'7 787-2810 Phone ~ r 5 ADI? Fax 727 78 -'t \1'c hi tecture Landscape, . Sit~ PlalUlllJg , ~ Mana~e-ment ConstlUctlOl1 0 IT JOB NO. 2205B J SHEET I J~ ~I I NO.1 I I DATE I ~~~ 20' 40' ~ 0' r r I I" r r I SCALE: 1" = 20' GHAPHIC SCALE (IN FEET) REVISIONS "I-'-J 1-,- ..'" II J r~ Q) '2..~ :-) r- ..'" c,,~ l'-- ~_ rl..:) -<'"- -< "-L "---- --~ ---------- ~~~ r( e-. ~ C,1/?WA lie-. ';i C/? L ,1,4/?Bo/? LOT 12 CO/vIJ1ON AREA " '" -~ lJ A y~/; - ,1 Y () / I Ol., VD. (GUf.F ~/, , 80' (t"-- ,1 Y lJL VI" :Iv: (~, . :.J. - A'~"Y~~J..l) N --... 0/ ',~,1 T) '. '~~" F 1 t= I BY ~ .-- r} '/1 ( , .. ~ .J ~ .~ '-" ~ .J , pr~EPARED FOR: pn~LI;~iIlN;\n'( PL;\r ;J;\ '( 'J'I ;\ 'Y r C) '1'1 N H C) ~il ~:3 656 3AYWAY BOULEVARD CLEM~WA TEr~, FLor~IDA GO '/E ~{i'1 f\ LEE i'IG I i'IE E ~{I i'1 G CONSULTING ) PLANNING ;J;\ '( 'i'l ;\ '( r C) 'J'I N}I C) ~il;::::), L L C~ 16:3 BAYSIDE or~\VE CLEAr~WA rEr~ BEACH, FLor~tDA 3T167 1;30/ i'~i'i';::{ r:UE O:{I'IE OU)'SM,\:{, ao:{\o,\ :H6// -~"- -.":"'- :3~c-rIONlt, 'rc)'J'IN:3HIP 2~J:3, n;\N(1~lfj~ PIN~LL;\:) C~C)lJNr'(, r:LC)fUO;\ '/Ic~I~lIr '( ~il;\p r"; [3 CLEARWA lER HARBOR " GULF OF MEXICO II N. T.S. L~cJ;\L O~3(~nIPrl()N LOTS 15, 16, 17 AND 18, GLOCK A, SA YSIDE SUBDIVISION NO, 5, ACCORDING TO mE PLA r T'rlEREOF, RECORDED iN PLAT 800K ,38, PAGES (5) 38 AND 39, PU8L1C [~ECORD5 OF PiNELLAS COUNTY, FLORIDA. C~lJn'/~ r ;\nL~ CURVE Q7\nTTi"-' .I..'\..l'"1.U.....l..v0 P~C CHOI~.D CHD. ERG. 240.00' 239.98' (R) N72024 '54 /If V (R) 239.98' (R) N72 024' 54 /lvv (R) 245.90' 245.88' (R) N72 024 ' 54 /If V (R) 245.85' (1v1 ) f,I72 020 ' 51-If f;7 (}vi) 7\ ~/""\ .i. 'Jl) . r7 '-....1. 4880.00' r~ '-...~ 5000.00' F f L r~ I~ I] P Y ;~ ? t:t" 2~t) 02. .. Ii'I C . m 1)1)0/611 i'HON=:: (;313);355-)510 f,\:<: (;313);355-15/1 . -----1 I ) ()O 4'~ ~ ,a. \-. r ' .,:\1, \1 ,;')/t' ,,~1,,'1 >'~,; ~,,~):-: ,I' ~,'{';;~,~~~~" . '"./ ',: ~~ 1 I F1C:- -1(.,\~, . ~,,;';-"~:> :/'",' '~:{~~.?\:!.":- " """/',,,J.- '" :) 'l1f!'L".;.,;~,.l . .. "'~' _,' ,:1,)'" ..' '_, ..3-'~, ';.J,'. .,r'i 'r ": .-. J,t.-: ,,_ ~ ~~~J r~."j 40 ~ t,' '.~ ,'< -~.' .... '" , -"t',r-,,", /~, _ it. f ..' ~t,;'-' " 11"1/"" 'L~ ~Z).~h;jJ(''''''.i'~'''' ~ .'t'" '~, ',. ')"~~~:',./ ,_</l'!:.;," '.~ .' ,'j ,,/ . ',,' ~~;.7;~ 7 'J/f5;16-~";':- ~ ,',<'.I~J,,;'.~..( ,:>' i1l' T,.. . ,"'_ . tE:O. [:.AG(~'.JEJ~(~LE, P,,~~~~O: 16971 .', \-. ", ',} ',' A I.. 't.' DESIGN BY: DATE: PROJECT NO. LLG 11/05/02 Dr~A\VN BY: SC;\LE: 02-24 PDS 1"=20' SHEET NO. r~EVlEWED BY; FILE: 1 -I LLG 0224.plan.dwg OF - - i . ~ " " ~:A~i' ,. , " .." '.r ~ _ ,.' ' ~.'~}v"",) ~:'i~;, "