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" ,ILl, ., ~' ,~, r,<~, ~ii^o ~I' ~ ,,' " \HI1;,""....... .~'V~ .. . ,~ ~, ~t> c ~ Sf) , ~ 'v.J , " . ~l G " . ~" .' IJj. .......~ ..,. ~ _l '\,1 ~l'l , ll--': < } ~ ... ~~ A , , " .'\ t\'~ ~ (T 1. DUMW\N ~ , '" '\ "'.... ~ TOR OF LIG~T FIXTURE MOUNTED AT U) PRE,FINIS~ED AT BOTTOM OF 41 BLOCK. REFER TO 6 \ ELEvATIONS AND LIG~mNG PLAN FOR 5 '\ METAL ~j~LIDE WALL PACK LOCATIONS ~ ~ c. 1,~, r:. -r:",.-.l':'.l-t\. t_ ,;r.,.{ t~.',f r r,~'rrT<.\:"l-f~J;1.1 ~,~--- LIGHT GRAY .~"t~:&f~r;~r,J\.N~F~....'rl~.r~.. ^r~t" FF,t.ll-i- ME rUM ~ iiN 'n;~:rEf:r"l'r~r r:~-+1t irfrrrrr t. ------ I D r~R / y ~* ~~f~~H~~[it~f:JJ~f-Jf\ \[f,~J~:~fl~~~ 'I IrJ IT GRUI^yj=~1 ~rl~\'~J~+L\tP~~:--I~j--t -:______ b Ur1 . I 10\ ~L~ ~'~.~-c":~..;~'_,r~~. ;~~.!'".~JiI'~t~~~{.~~~.~_..'2; = ~~ DARK GRAY 'Te-I~T~.r=:It l~,1\K fi~ .. =re-2=2]--~~~~,T~ --=T,~~ --- LIG~T GRAY ---r ~cLr -]_L\)~S=~~Lf~,N\~~~i -= :;=r-?= . T.1TLit ,L:rJ'-C DARK GRAY =:[ i-i---T-rIJ--L].LrI_..' V~.L]_I:~ / --r-r-r-,- '-r---T' --Ill \ 'r..LT--T- . . -.5r:i("i~~'YC~F~'h'~Y7$:~rt ('f' v ~ ~ -oil- L I G H T GRAY .. I.~~DARKGRAY REFER TO FLOOR PLAN FOR EXP ANSrON JOINT LOCATIONS. Prefinished Black Apply 6" high white reflective Coping adhesive numbers for address. _\ \ 50'-4" Seven Courses of t \ Single Scored B~OCk " $f~l'mf.tJHli~:m:~llmmli~}: .~};:<':2EI'i... \ 'mU~ifUnUnij~.fi[.fg..fij I~ 8" Split Face 8" Split Face ~~.:.'~r~wtS,.:FF~~#.;tj~.~; ~.~;;~~~.:-/~..~:,.f.: ~F .':#i=. -~ '-~.~t .. lH~~~f~~Jf,l~Uf~~f.Uf~~;~r. /' BI k :t.t ,-,. ~ttt'FF . ill! ' ,:;I',VTV!>,K) .... ..f:f. - c; <( "" ,.,..~, ,-~: -'~~E.ud~:r Fr:l~tln~)..Iilni~t '/ oc Block ~ -.....",.....".. .. -, --6 4" Smooth Face ~-~~---~-_.._..~~_.-_.~ .~~--~~ ,/ // - -; '. . ~\;ii 1- (I (I. (I / (I ~.~7Z= ~ZN 8~SCpkl:ltPFroaJC'eect~ ;"'~'i~'.~~,-.,~~~~~'~M~:~~~IN.~...'!II'fh!~']~r~1.:.~ ~11~1~~J(lr#4~~1 1Lf~J~~~lf(~~=:~~~:~~~~:~:~~ I ,. · ~/.",-,. '''00'-': N.. /,Vj'.' ..:k' ./'H/'_ " 7 VI' /7 /1 ' I' , ~ . . l I # / f / f / / /1./1 /1 /1 ;f" .",. ,-"'.- '" · ~'" .. .' .. <c- $- Block Paint ends of block at storefront ~ 12" diameter rubbed \ to match face of wall. concrete bollards. Line of 100' -a" finished floor ALL SIGNAGE TO BE SUBMITTED UNDER A SEPARATE PERMIT Exterior Insulated Finish System (E.I.F.S.) painted light gray. \ f\ ~I')'I ~ :) ~.c1~ r::J ~"'. F.'J~' O?ME.t1f N\NG& 0.... - pLAN SErW\CE.~3 0\ } . C CLEAllWl\{o Clf{ 01 / -----'~ FRONT ELEVATION SCALE: 1/8" = 1'-0" Expansion joint r (Typical) ~.~, . '.. .__.~~,..~,,-,,~.~_!.I>.. ~~.;....,~"" "._. . . ....~ . ~~ ,,~~..........._,_~;.;:;-_..~ ~. _---:-_ $T~rf'~l1TIfEr~fTITIDJIff' r r f ~ tfn:fftf:r~~f~h~~Efff~Df:F~.~~fE~rf~r:f~~"'lt;F'T~T~lnft" t tt 'f[Frr[~~Pfk~t~~ftf+fJTITf- frp:qTffffn:'PffFfrl;:f~ 1~':: j-'Ft l- i=f~}F ~~ft lj t'c.+f+.,~., h'~,:r. .,~~~ -1*.' J~.c1;~: ;J,:.t,T{;'.".f~1;f","'.Th-.;;:r, r.' T~.".rlh:.;,t:r f.:fi..ci-n.~i_ .J.,-;( .- .'if '.-~-:-. ,.r. ~ =-. . ~ TJJ' (f.i.'r . r:i. <- f"'p,,; Jf._.'- .;p- '.l.l F., ._.: , F_.-lt,J.f -'flt~.Er. rYe T:J.-, t~r~r. ',!.l' -'r. f' "~f-'.. ~.r.." r..:r'. rr ~IJ. ~ -t'-,~t ~"rr+t' ~ "'TTF~~Trt-tTTTTrTyrf?-;.-tfT,rr.rf;f:!' -'F; .. ~ .j. "T ~ "'TlP~ TfiTTT r-r- Tf' ( .. r Tf; Trnn: tf.n:-n-rl. rt fT+rTF .cr,.rrf'" n~ \'" '. ft~.tlrnp..:-f-TTF r';-r; F~.rFLl rll 'oFf r:rr I")' f ~TFrTfi r - - -r-:- rr ~lJrf'~ --rrr+n--tTrr -[f r[p ,fTtTr ~"TrTfTrrt !~r-r-rrTf--" '!'Frr f'1~t';tJ~ ~+~t'b'-r-Tr r 1'- t-r I r "I'" ~ l,'rr-r-' -i r 'I-;'H ,. U," fT "0(: iT {!l~ ,-., fT . - + 1 t r'f .rrn n f t rrr [f'" t<TT F'r r hI',! 1"1._' If k': C. 1-'-]iEEiT+ U t L r tr 1 ~-~.,~~~~~:~:~~~~-~~~~~~~~.~~~~~=~~~~;~~ ==- -t.- .Il>',; ~ - -........ -.. -. .-- .- . ,-. ',- ".. . ....---.... .,,-,'-;- -..:.-. ... , ...->...c,-:r,~.". . ~-".~' '-.' I ... . ..---;- '---'-. - . - - ,....--... c.' .-. -,,, '-.,- "-'7-' '" .... , -:.-"C ",;':,1, '7-'..1/-";'0'. -._h n ',',c', .--.,;.- - ...... ",-..-,.., . ., . E;'~';,,,-:-;:;' -""'~,~..,. ...... ..>-,.... ;.:..>:/r-:....:.,"+'-(~.);....\.h:',..,i /'.IJ:; ,./..:,; ';','-'"':';->',;,R<J.;j.'.',l} ':~"';"L'.";V>':"-):";',".',:.j.,.;,."'>~' f.:;,'.-, \'= r,c;' ,:'i :"[ '.',c.:-:,;Tt.i./;-' I t 73'-4" ~ Man doors painted red. Frames painted black. i ~ , ~_J ,-1:.: RIGHT ELEV A liON SCALE: 1/8" = 1'-0" ..-..---: L--, Scuppers and downspouts. painted to match background wall color. Toilet wall vents painted - to match wall. . ffl.:tJi_~r~,f. ~lf.<FF~.JIii'~. ~f,';.'.~fr:.Jr~..:.r,;f~ff.r. f.~f,f}.r:.~f;.l~.'.r.. rr-..Tf.' M-. m. fiW.r'rg' r'f~rr~f';JJE=. t.?~~. ~~',t.~f.'Et r. t, ~t... I,_..~.~.~l,... J.' f.-I. i<.h.l.,cffITrrrr.. rtFFri' f'it-t~t.fFti~r.tr= iW:qtrf,t.f.;r(rt\"rfr-.rr-f~.',:T',f~-f[.'~~f,~tif.~.' r({_~~'i. ;f__-r.t. _~:..~-_r.jfI..I.r.J~. :_.~.~.t...fF.fi. "I~~'. '..' ~e! .tttF~.r~~f{E~.~ '~Pi~'~fflI~tr~'tf~*f..Lt~~f~Eft;f~t~~ff ;'ff~~ ,f}ff]'f;1fEf ':-f~ .pTf-':EiIfr:.::~':f' ':ff"F~tfer~r:l~f~FfJ' ;tI;}'f1;~gvfi~~ t2f~Wf1~ fE;{1f..l:Fi~Pt'~I~> fH-tf! r'rtl:v -fIr: -r~f~~~}f,fff'ffh'4J l'ft~tf;1~~t1"F~. r:dl'.t-t"'l::C,f.ifFfp.:r rt"'f+--r.:t;rr:n:-lT:r rFT~rrrf.il:T'V Tr .171-' .jh--t:f~." r'-~ft ; ':-;rtTc.'EfFTrr l"ifif-rT'Tl1TFrnd. -\'hTI~'~l:rrTr 1'T:-FFr,rf:fYl:!n'uit'Tf-[Frr1.rtrrt = 1;-- r;T"hr~;lTrT - ~- r 'I. T ' .- fn [! +i n~uJ [{< .VfTr;-n'~nrTrt'r '" t~l ',r:f:rf'rr ":'Ft. "r" . .:r \~T' ~I TIT fr n T rr rr t" r r f f In. r. 't :1'1" r~ --} n~r ~ r F ~~T f I.' r-f~ r,:f r 1 rr T l'r j iTIT I~ i'r r r- r t F 1'1 1 ~ r''''~-~"~-~<-'--~--~-~- :~ F- . ~ ~F .. ~~~~ ~. ~~~~~~~~~~~~~~~y~~~~~~ $-~ ...-10J r- I r- 1 100'-0" 1 REAR ELEVATION SCALE: 1/8" = 1'-011 BLACK COPING t..t'..l-~'.',J.~.:. L [_...IT.;fc.:.p.'..'.}.F."T.......~.,~,f..... m..'.'- ...-..... ~.-_- F_. f.,...'f...'.. H.~....t:......~..'..t.:.:..,~.f..~. t...T:..t...:.~..t:...:1=.f,.....:. t-.-, E. f., li...': h,. .W..r.....1J..[-r..... r.l.~.-~.,...f,....~~...f-:.;.~,-..' c':_'-fr-...l..-lf.-..t_f. '.' .~, I..'.'. t.....~:t...,~....i.i,~lI..,. ~_Er..:r.E-...~.,.m.~.:.f:f.f.;....f. t., f..-t.,.E. ~ill t.:.'{.:.~, f. ':~.'. t. -'. -..f.~.tf--'-. ir.' k.:tJ.,J.r.fIT.~ r,l, F.:.: i.-:r.Jf.F.'.'fttfl.-.-f..-fff... "~. F. /.'.f. ._'.F.'f.tt.fL.'.J tJ:f~ ~~l'~~t~FtHtl~E~fl1?ffjfrE~f~~~~~t ;to~; ~ffBd~r:rtf~iht:~[fEr,~tr;t l1 fnl ;~~~nHffJ;m.!t/r't r~ ['tItf[E DO NOT PAINT OVERHEAD DOOR. ~~~k !i~af~f,F.F.FJ;rim~fJttrijj.tl,ill#I~f:illiliJ; ~F~".',H+~l;[pt*i1:;I~~vtE~ff,~f ;'ftrm~lM.L:ttt1fJIHtftEr~tHfJ ~.. -----.~--.-..-._----,.--..-._..-c- '.- ..,---.,---------,--- --."-'-'-'-'---.-- ,.,-----,-..._--- -:'.. .-.- .-.......,. -.,-.. ;'-:-=.~.....1r.- . . ._ . . -,-__~. ---.__.,,_ ce.-c. .-.--. -.-..- ,"'-'''''c''. .. - _..........._. . ,...... '._' - _:.... ,_.... .......,_...:'..-. ..... ........ __:, Paint door angles black. __________ ~~- '->~'", ..'~-~"T:"T=~c~:~.:J4ci-=':Z=~,,:"".;.~.:c~..~.~u~:~.~,..:~:s.._'-~----.~rF==... ,. .... .' .., .,--.. .".., cr==____~-- ..= I G:s . -. -- .. F - ---.~ F - ---~~---- ':. I' .. ~i-:t~;~;:,i~>-" ~L;~~;s~ik~;.~~F~~~~Z~:i~i~.~~-:l,~~~~~ j [ill] SiNGLE SCORED BLOCK ~ SPLIT FACE BLOCK f7/Z1 ~ SMOOTH FACE BLOCK ...--IN r----. I r----. .....- n ~ ~" j Pipe guard J / Man doors painted red. Frames / painted black. 73'-4" LEFT ELEVATION BLK-EL1 SCALE: 1/8" = 1'.0" I BLOCK WALL ELEvATION ~ ~ ~ o N o ~ ~ < f-... 2: LU ~ Q o .....J ~ LU a LU en a:: z o 0 f-... - CI) 0 I- eI) ~ ~ c: ~ -I a I 00\ W t\... C(,) 0 P.1 -I II~ ~ I- E -I a1~~:;: "'P:J~> :w~C)~~ q: J ~jd ~ -g u\.:;j W Co I- a}L >< rl:~ w . u ~ ~ 0 ~ 0\ 0 00 0 I ("f1 IJ') .......-4 0\ ~ 0 ~ ,.d r-1 ,,-...... 00 ~ ~ 0 0 ("ti "" ~ "----' . . " (1) >< (1) (1) < ~ rJJ rr. ~ rJJ ~ (1) (1) > ~ ~5>< ~~~ o " rLJ 00 .......-4 · ~ ~ '\j,.d~ cd r'\ 0 ~ s~ o (I) ~ \D~~ CD ~ <0 ~ (V) -.J LL o W f--- a z (J) <t: -..::j- T 10/11/99 P r\ .. T Of'r F '~) I E 68W-LEFT EE-1 ....<v.4' - ;':.~ 3 ~- -- --. ~.- . . :-~/'.tJJ. " ~~ If.i..> " -";"t'\.\....~ t='( ~-6 :~ '2;,8 ~s ~~1 '.) ~~If"!' ft.s ::::I~..:: ~r;~~j '0 ;~ "'<;;., /" .() .~.~ ,.\ # CS""( \, . '\ if.,../ 'I '1 i 1) ),1I! Ii 'V, .' ~ ,it ,,c,; .0' ,~gr :>:'.'~ \*;~ :._ :.~~~!' (<.~:cc " " i .(;: ';1 ", 't i I"~-; .. Z \ Li!ll1 "I )':1' ~L ti ! Iii (l \)1 q) ui t., ! ,.f n fJ) , ill ' .. >~ ~~) p< (~. 1: \ ..\ \ \ \ ( f ~ .' I ("1"'" .l ~...'-/ I L,- ~.~ : -.;. , ,._~ j \ , \ Sf. ~. l- . "00=-.:-07 o J 4 ''i P: 4.+6 r::s .1) , ,P f ~' qS l~f; Cfw") 1\ 1"- I \ I ., : \ \ \ \ \ \ \ \ \ \. \ \ (t' \ :l"; ';;< \" \ \ \ \ A \ ''}J . \, ~~ i(\ r \-\ .....:... '-p , \ <.) ..,' \ \) .,:;''\ \/\ '0 "'I, :i ,<~... "I ~~Fi ^~\/ .- "-,,j~NL -- ,.,.... -~l.J;t;' ,'; .;~~~~..,. .~~,..- ..~::~~~.... <( . '{'1 "JA.3 ~-r! ;;;; ! , --, GULF TO BAY IBOULEVARD PU. \;. ;;.?/~; Fi(~ L;\ljE~ (TYP.j.\ . t 1 I-=< 1 C? ~-i r --. (,) r:- -... V" /~ ~, ' ../ .... '...~ \. '.... :~,.L: : '~IS~)~~",-.: -,^, _' ..f' - :.:. - - - _ ._ >t1- 15' FROFOeED FUjUf"RE: _ ~TIJ~ITY..EAeEMENT .. -.' .,'-'" ' " . " ---- - -.., " - i'( L "" \ \ (r. ::c .' I 1-15 .. ..G~),',..,~,<.,~. '" .;':J)~:if_... '_'~~?'.;__ 'l:f?~~ "T ":3 - ..-' CUr 3 '\ .-,-.... --. .. ;'.~,..<: r ~~:"~:-:'.'~'" f'L,l", ..:.,'..: ,..l$2;;-- . .__;L,. ---r"-'-.- li,;;t~ ". 4'-' ;~,ij:"~, ~';. ' '-_",I ~. (,..'1 ,~lJJINN,!'-(G 6".. ik .;.. ."- ... - . ._~--- '--- ':",1.') J _._"./ . ) .~~~o <r, i;,-:., -,:~ ff:f: _. \ ~:~~,~'-k --. :"-~:'j : ~. fl.i'~. " _ ~ 'f/ i;t'~ -: "" ~ _f c,;" ~,: ~ .'," '- -:~:[ t; :-- -, -;:illlL~, - ""i" Rip - .,' ," , tiit~ __ . "'.......-'~;>:;i(..!..' .~". -- ,~~:~;:~,.'. 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"L":: """'? 4' i!I\' ~,\... . -= lC/1C7" I :=---J l:' ~0.(l)r2>f (F~ i p-:..: < 1 ' , <:. 1 .' '<.f5 ! () 1',0 ilj I) :r: II \ 'II ~{2.::d 7-A- ' I'\, -- ~lG ~ 1 c1> ,':}. / I ~-I.tQ 1 . ': i;,..r IT: I';:"" "'. "I ,;" ! '"L Ii \ . I I: \ " '';) ". 'r~ l:. '. .. -- '/ (; -- ._. __. .. ~JT:i.1fr.'.-"I\. , ','~ . -- . -- . f\ + I \1 '~I' .J \ t, ......... '.', 'S'" , '(JH 1'1', __ ! ,.~ " \ :' " r jl ff~ / ----. F'~, ~:).I \~ l~~\' ,~ ,~ ~;bt.. :1 ~ ~ il; \ ~ 1~. I :,1 \ , ~I ,r;Z4:~ ! j\ (~,J X, . .<'5(,(. \ /'1 . \ j : '~p.N ~A".NI'I)U: .'1 \. 1.1! {, 'I ~ . , 1 1 C~ ~~ '\ \ ,-"C!.. \. I v.., I ,l 1 \i \J ..... >-' '~\ ~:! I , " ( ~}..l t i I ~ ,-'13 I \ pr:i W':'" :>~; ~~?' .... i I, ~(j <1 1 f" '-~ ,fl' , ~r" O('::~ ZLY :J'(-) 0('0 ',./ f' ~ r ;7:; ~r 'V.' i I i , I I I I u ,;1' /5 ".I 0' I 1:1.: ! f:. {.t , J . , I 1 i I I i I ! ! ..J ,\ l 1.)1 -J t"- r'l 3-3,1 I "'''. " 'I I: -1---- . '~:t,';(;_~.:: _..:+_.~ '11016 ''/-....I! C{;, "'1'" I \ I "(1 1 "', ", \ I I \ i I (') I ! ! 1 ,1. .~ .{ I "~'0 I ! 101:- I 1 I 75 .~' ! \ !.>L~ . I "":1\ 19 (9'--- ~ ~ ~ ~ "" =1ht '-' I~ -s iUl ! Pc.. 1(;\8 ! ! I l I '~, I ' ! i ~t ,~ . 'I vf I 'J! I; I h t~l> 1 .s Pi..I. i' , ;. ,Ti "w) .9 i:lS ,<~~ "-, i '.119 ,') " ................ 1(JO,' .'-.......,-... " ........ r-CL r=~ I ./ t:c.:"'-"" r'" " \",=",f P(~ 1 S" HCP ~- ..-,..,.... -~ ----- ! ....~"t- ; - ~,/! ..... 'CH !3AS'N , rL ';~, '57 i I \t t'L 58. 'J 7 ~J 1 IV E'L 58.61 '5 \ IV [I. .58:13 .'v n. I" ' "''1 01 ,: ~i\ y t.l.. ~<, - ',:,1 ,,,'); (J1 " ,j ~ , I o:)j I )1 " All ~} \ ':~.'t).) r) /1 I I / .,j)' I" ..) <, t) I I //'/ I " c/. ,-;::;,v) I ,..............~\ \ r:o.,'r .. ,_..i.(_ P\'(; , L //"I"C0/ ( , - ".. S .. ..----,_ (I'.r' ,blC(;~m) ....-\:~S.~N MANHOcE I R,'vl EL 60\..82 : i'.' (L 62,41 N : IV [I. 1)'2.34 S i 'V f.L 62.4 I ',Iv 1/ F.L 62 3? C (~ VI f,f~ 3/8" b 6UILDING . PAVING <D Pfpe guard. eee detaila 5 / CIA o Dumpater la~ol..it - eee detarla 12,13, 4 14/ CIA ~~!cad~g dtXk. -Y...4-det4llIE.1 Cl A ~-- F.d lUng ~ W8='d5tatirn-~ I~'IJ. @ Concrete bollard . eee detarla 8 4 11/ CIA @ Concrete If~ht pole baee . eee detail 10/ CIA Afm Ifght ffx1ure rn dfrectfon aa fndlcated. G) Concrete curb 4 gutter. eee detall!/ CIA o Free etandrng algn - 'x 'x I hgt. - eee dtl. 15/ CIA G) elope end of curb 4:1 @ Concrete t?avfng - eee dtl. 2/ CIA. Expanafon and Control Jofnta - eee dtla. 3 . 4/ CIA and refer to eolla report for maxfmurn or mfnfmum epacfnga. =€}=~g-::-Ritr~QirlritlWtCtA : =:: @ ~1-01 long concrete Luheel etop pfnned to pavement (t~pfcal). Locate 3'_~1 from face or curb or eldewalk @ 41 wfde parkIng atrfpe parnted wnlte (l~p) @ 41 wfde dfagonal atripea pafnted white at 2 ft. O.C. @ ~andrcap parl<Jng algn - eee detail ~/ CIA @ Concrete eldelualk - eee detail '3/ CIA for eldewal~.& around bulldfng @ Concrete handfcap ramp - MAXIMUM elOPE 1:12 (833%) @ New curb cut and approacn per clt~/etate requfremente @ New landecaj:')t3 area - Provfde 31 topeoll. 5ee eheet L1~ for additIonal fnformatlon @ Slope grade from back of curb down to match the eX,letrng grade at the propert~ Irne ' @ 5creen wall - 5ee detalll~/ CIA for materIal and overall hefght and foundatIon requfrementa. ::@=w~dI~~4-~~ ::~w~~tterA KEYNOrEe lPDOOA\l1 ~ULf[g ~[1A\OO FROP08ED U8E : CU~NT ooE : FROP08ED U8E : C-u (COMMERCIAL GENERAL) A13ANDONED RE5TAURANT AUTOZONE RETAIL .4UTO PART5 5TOF?E OVERALL PROPERTY AREA: .31,9S4 5F. (~.81 ACRE5) PROJECT 8/ fE A,t:?EA t .31,9~4 8F. (~.81 ACRE5) EXl8TING IMPERVIOOO AREA: .31,8t;6 51=. (8.3.9.3%) EXI5T1NG OPEN 8PACE : 6~98 51=. (f6~1% ) FROP08ED IMPERVIOJ5 AREA 2!5,11181=. (61.16%) FROP08ED OPEN 5PACe : /2,2.31 8F. (.32.24%) PROP08ED BUILDING AREA: 6.85~ 5F. (NET) i 1.2.34 5F. (GR055) PROF'08ED BUILDING i-+EIGI-IT : FROP05ED 5 TORAGE FLOOR AREA : 2.848 5F (.39.4%) PROP05ED NON 5TORAGE I3UILDING AREA: 4~2 5F (6~.6%) PROP08ED NUME3ER OF EMPLOYEE~:. ,~ 5EfE3AC1<5 $OUT#-4 (E3AC1<) NORT#-4 (FRONt) UJE$t eA5r REQUIRED I~' 2!5' ,~' 2S' PROVIDED /I' ,~ .1/2' frl>2' 1 -1/4' 14' 11-1/2' 8.3' 4-1/4' PAR<IN6 REQUIF?ED : S 8PACE PER f~ 5F. GR085 FLOOR AREA: (.7,234 or /f~) x !5 = .36 $PACe5 PA~/N6 PROVIDED: ACCeOOIl3LE $PACE$: F?EGULAR $PACEo : TOTAL 5PACE5 : 2 5PACE5 3~ 8PACE5 .325PACE5 a/NeE Ti-+E PROf'05ED I3UILDING U5E5 A olGNIFICANl PORTION OF $PACE FOR oTORACsE, A REDUCTION IN PA~/NU gpACEe 15 ALLOJJAI3LE (2 -1~.3.rl>4. OF CDC). Proof roll bulldfng and all j:')arl<Jne areaa. Notlf~ the ArchItect or an~ unacceptable areaa. Edee or new pavemertt to be flueh with exlatfng pavement. All aldewal~, curb and ~utter atreet pavfng curb cuta drrvewa~ approachga,nandfcap ramp, etc: Conatructed outs Ide tre t?ropert~ line fn the rl~nt.of -way aNlI conform to all munIcIpal and/or ata1e apeclfrcatlona and requrrernenta. For areas outalde the proj:')ert~ linea, r~afr and/or replace a II dama~e done lo exlatlng elements (efdewa l~ pavr~, landecapTng, etcJ aa requrrea b~ owner and/or ' governrng authOrrt~. For propoaed utlllt~ locatrona, eee the utlllt~ plan. GENERAL NOTE6 I. 2. 3. 4. s. ,__. ;::..r f"E~S) ~~.~- [li11] ~ c::==::::1 Ud!J] ~ Ud!J] ~ ffi ffi tIIC:t N ~ I- Z W IX :E ill 0.. I- o ~ ..J (/) ~ Wwa: >o~ w_uJ o>..J ~a::o Wu- (!}(/)o Z Z > z !:: :) () Q. ~ Q:! .- :t ~ ~ ~ @ ~ ~~ ILL 0 ~ g~ ;=tOO .W ~~ . :'6 Zw ',= ~Z ,(,~ [N <( ;Z :._~,J @)) ~ W 1( .~ ~ ~ IF=- ~ 2!!i "c,;~ ~ I ~ ~ ~:! ~ ~ (lllJ l (() ~~ ~ [!1J [Q W ~ o ~ ~ ~ ~ ~ ~ ~~S I~; ~j~ tD i ~ m I ~ (Qb W ~ ~ ((jf)) 3 u. I SCAlE: f' ~ 20'~~ fRfEV~S~ONS 1. 2. 3. 4. 5. 6. 1. ARCHITECT: TnT DRAFTSMAN: I<AP CHECKED BY: PERMIT DATE 7123199 PROTOTYPE SIZE 68Wc.L C~JQ .- l -r- ) IndIan ~awthorne 0 0 Japaneee Yew 0 Evergre€(l GIant fZZ1 8 - Q !'f~ i@" 0 ~ ~~'c; ,.-....... : l I., I I I.'.I .I I I L I'ft');.r\ -..". )-( ~ I I. I I .I I ~ ... II I W ...fT")/' -- , ..,., 1 ~ ~ 7.' '.::1Lli::: '~tF- .-.;;.r:;{:J-1I I I I 1.-11 I,I}I I I I IAI .I I I Iji 17 16'C.T'J8) ~12'C.T.kt7\ ~~ 14'C.T",~}I6'C.T.. ~~~ , I ~ ~ ~ 161 C.T. ~ 11{;N ):. 14 c.T.~~' I0V\J ~14' C.T. \..Y '"\ * .~ ~~~ ~ ~ , ~~ W~'/ ~ :~ (I> ""I CT ~"'" ~:} 14' C.T;-" ~ .. ~ l ~~ 2\) ~i < .~ ~~ l~' )&1 c.t - ~,..a . I '7 j ,..~ f !l 14' c.T.- ~:.> <<~~1 141 C~r. T~ ~....~'\ 12' C.T. - -- K ~~iY ~~~ ~~~'C.T. 16' C.T. ~ ; 14' c.T.- ~p ~~~: 16' C.T.- ~-" \; ~~ 141 C.r.... ~ ~ ~~ ~(D.._ 1..11 T ~r~~ t"f C. .\ ~ ~) i'.'- ~ t3 ~ {) ~.~ ~ ~ ~'~)&I C.T. ~~~/;//~ +-121 C.T. :::; :::; :::: J IIIIIIIIIIIIIIU~ _~:,,:~ ..~ ~ flE' ~ ~ _i I i_r-!~.=__-' II q p " T. ~ 0 0 ~~~ ~~~~i:'~~"-".- . -I .) . \.. ~ LAND6CAFE LEGEND LIve oal<. Crape M~rtle Eael Falatl<.a HoII~ Wa&hl~lon Fa 1m GENERAL NOTES PL~T LleT GlIANTlTY KaY eaT ANIC.AlJ~ N.Al1E &lIE ~..& I. All landecape areae to be graee common to regIon except where otrer plant materIal Ie called for. IA ILex x ATTENUATA! 'EMT PALA11<A' OOLLY LAGE~TF<OEr1IA INDICA! CRAFE MYRTLE LIF<IOPE MUecARI 'EVE~EN GIANT'I EVE~~EN GIANT GoV QUE~ VIFGINI.ANA/ LIVE OAK ~AP~IOLEFle INDICA! INDIAN ~AWTOO~ FODOCAF(RJ8 MACF<ORiYLLUel JAPANeeE "Y'EW ~ WM~INGTONIA R06U8TA! WAe~INGTON PAU1 8 21 CAL. 10' HT. X 4' ~FR 12 LI IS GAL. 61-8' Hr., MULTI-TF<UNK 2. All heavfl~ planted areae to recerve automatic permanent Irrf~atlon. Corltractor 441 LEG to rxovfde deefgn draWlnge for approva I prror to Inetallatron. 3. All lreee and errube to be planted In mulch bede wrth edge elrlpe to eeparate turf graee areae. 4. Graee ~ Irrf~atfon to extend from propert~ 34 FM Unee to baCk of clt~ eJdewa lke ana/or all curbe, pavement ~gee, ewalee, and detentron areae. 5. Inetall I 1121 dla. FYC pipe eleevee where rrrIgatfon Irnee croee or are under pavement. ~. For an~ landecape area eo deelgnated to ~:~~,~~ c~e~~[r~l~r~~~r~ tren LAND8CAFE NOTEe ecarlf~ area, reeeed, and fertilize. ROW. I. All plant materral ehall be FlorIda" or better ae outHned In 'Gradee and curb and guttere are to be cleaned of 5tandarde for Nureer~ Flante I Florrda Deparlme(\t of AgrIculture and debrle. Coneumer 5ervlcee. 1 GAL. 241 O.C. 3 31 CAL. 10-12' HT.x4-S' e.FR, S' C.T. 218 RI 3 GAL. 10' ~T. X 4-~' ~~. 1 GAL. 4' MIN. HT. 3S C.T. - 12'-18' Ae ~1-4OUN 1. FInIehed ~rad~ In landecape relande ehall be Inetal!ed eo that t.hetJ are 'I lower than the top of the eurroundfng curb. 8. PROVIDE A WEED MAT FOR ALL FLAl'HING AREA5!11 2. All plantIng bede ehall be top dreeeed wIth 2' of erredded c~preee mulch 3. 50d &hall b~ 5t. Auauetrne 'Floratam' except retentron pond and eeed and mulch area eha II be "'Arge(\trne 6dhra. 4. In the eVe(\t of a varlatron between the plant Het and the actual quantlt~ of plante &hown on the plan, the plane &hall control. f} ~ZM?~ I- (d) ~}h ~ &~E2'~<4.o C i i -- ~ :Jr: VJ -' ~~~ .,~'2 z:~1 f...) v i:S \)l '.:) E ~ I ~ ======== =~= = 00000000 0 ~~I!~li'!ijiiiii FGU()ATr~ PLAHTING --....f11 Y I I I I) f77 "'Y-Y-Y-T Y YY Y I .I. .I .I .... ~V~ ~ ..... r:::FF=FFl ~ ~~ (~~) I r:::~FFI ~~... ~ ~IlInAtr-"'&.1 -. - ~... ~ v )' ~"'"' ""'" .... r:::F~FFI >- ~ ~ Pl.JWtt<<:i ~J8tcr.. '\oW tt. >- ~ V~ rt=:=:FFFFFFl >- ... ~ l1=1=F'F'EF=f=1 ~ ~ ~ T1=F'F'F=f=FEl ~~ ~ rt=:=:FFFFFFl ~ ~ ~ 11---1-t--F=f'::=FFI >;~ ~ >: ~FFFFFF=I -- ~~ V I~-+--I---I-+..-t .. .... i AITTYTY11 .J..JI- -Y Y-I'-Y-Y"'- I( ~ C7\:;::~ ~~~ ~~~ ''"''1...01 i~v ; (~) , (:) I '), ,...~.~ ~l i ..' ! , \ , - t~~;:' ~~~Ei ..,.,..~ r,',B8 ?41 '?(~l 'I.;) :~' (:?)'~:'-.d;;';(~)! (.:M_~~r) ~p:.:..~~ 8tMh ~ 1bI;/ s b' ::i 6" " I ('\", I i ,.~ Rubber hoee to ( ,~.J- NOTE&s feoldte wIre from ~r l FN-E TO ll-IIN RV trunk (eee etcikrng * ~~[)C~. detail) ~ ~ 2. OET eT..%ES VERTICAL ' rU-- .AND AT SAME HEIOOT. $tcikes to be 5ec '- ~ ~< U5E l1.I.lO 5T Al<f& FER to tree above ffret ~'? ,....4, Y f:. ~E laterdl branchee but i ~ ~ J. ~ ~ no hrgrer tNn 1/2 Of- r~ y ~~/- Tree wrap. 5ee the tree heIght ~ ~ r ./ notee ana epece. 3' to 4' or mulch ~ / ~~~~f~~~, ~~ ..~:. ~L~~~a~to 11 i:-:;~liJ::':F "-i.'."..'.:'1 ::i 2: ':'''~~''jd:''. .. 1 if I r::,ci'J,'fI r,k"!1, ~;:',' c.,,: ,-V,,":_ ' "'Tr.L:'fj ~l~t"lu~l xr '- ,... 7J ~~fn Varlea ....,If}r ,. "-\ \ / U! dIf'::Jl ~ Remove burlat:? ~ , -,>:~r^~x"/-L. ='rr(f frQm top 1/3 0 f \-JJJ. MYiij~:hT: ~.. I!::!, ,.--'E i ;~:l:il:~:~Hi W /" 5ta to ex te(\d ball / Ie' below tree pIt Cut meta I baeket in undret. ~rouna NT5 in eeveral areae IREE-PL 4 I TREE PLANTING Q) 8- ~ ~ Double etrand *12 ~ealv, wIre, neatl~ ~ -4 twreted ~~ FnI . I ~ ' r 5takee ae epec'd. II V (3) per tree 5TAKING DETAIL Gu~Ing cable eecured wIth clampe ae epeclfIed 120. 120. ~ 120. 8 () STAKING/GUYING PLAN Rubber hoee chafing ~uard 2. tJl~~, coTor brad<. Turnbud<Je ae epeclffed GUYING CA6LE PET AIL NT5 5 T AJ<.ING 51 TREE 6r AKING AND GUYING AMTEK or INTERCONTINENTAL 10cI<Jng va Ive box and cover r~<::\ i ~,{r ()F~ E?f: c:t ; ~\ N i ;"~Gt Ra inblrd quIck coutJler valve (Onr~ where &hown _(FInreh grade on plane) \ ~ i." \~////////////////h-r~~ Dleoa I' Iy' leolatron valve --.... ~ ~Valve'\3-- fIlter NIBCO wr.2~ b..r--T ~ ~L- !.F.G.V. II '" ~L"~~'II::;J Adapter )~ ~v,' ~,:;:},., ,;::.t,/~,,:,~ FVC CL-200 Md Inlrne .J ~':?:?:l",.n-'_..~:", ...:.....'. ;.'...... ,.,'. ::X':' tee j 4' to ~' depth 5,ch IW pea gravel in box n'ppe LAN08CAFING TO BE COOF<DlNATED WITI-I CITY OF CLEARWATER ~ DRIVING ISLEe A.ND FA~IN<:1 A~A: 'to,82~ 8F= ~QUI~D INTEr:;NAL LAND8CAFING: 1/b82 6P PROVIDED INTEr:;NAL LANDecAPING: 1Ir2>0 6F ADDITIONAL LAND8CAFING ALONG DUNCAN AVENUE .AND GULF TO BAY BOULEVARD Ie PROFOSED AS A ~FLACAMENT TO Pfi(OVIDE ~QlJI~D INTERIOR LAN08CAPING. ADDITION CONT AINe TI-IE FOLLOWING: - NINE (~) C~FE MYRTLE TREEe - lU.JELYE (12) WAe~I~TON PALM TREE8 - TWO (2) EAaT PALATKA f.1OLL Y TREEe - ONE (I) OAK T~E - ADDITIONAL L.INE OF sl-i~ee IN FOUNDATION FL~TING ALONG NORTf..4 AND EAeT elDE OF TI4E BUILDING. NT5 RE(j-FIL 1 I VALVE, REGULATOR, . FIL TEf< IY1 etrafner (3~ meeh) -100 meeh mIn. - wIth emllter ,~~eteme. W. elbow preeeure t~pe Freeeure t~pe vacuum breaker vacuum breaker ;I with valvea ~th valvea ;I M. k JIl r~pe 'K' hard ~l I "<<3 copper nIpple ~ I r;..lt ~ (Ien~th ae recfdJ ----..:;: - (t~pJ "':~~:;~:~~;: ~~~;:~;;~2:;r~ ~>~?;~;~,;Si~1~,?,~'",';':~~~: ~ ::< 7- i ~ , ~._-) ..P'O\~ i r )1 '\,I \""",/ i " ~;;;;:,~S~~:~ )~ FVC to Irrle. :Ii e~etem 7- ,..-..-, ~~ Irr~emeler" - - "-1.'""- 1--, /'.. <~ -- ~dapt Intet ~ adapter aa I ,~~~~ outlet flttrnga required ~lxe'x8' con~ to marn Una trruet b!ooo ae re<1ld. NOTE: 5I-~ DRAUJ~ TO ee eueMltlED FOR 10-13 GA CXPANDED etEEL DIAMCt-,lD ME~ CAC-sE UJlrn LOCJ<.AeLE LID.AND ~TED IN ~TE FOOT~. MIN. ClEARANCE 31 T~, al elDEe. (~TRACTORmAlL ~IDE .IN&TAlL ~TECTIYE CAGE. ~DE eHOP DRAUJ~ TO ee eueMllTED FOR Clff ~Al) Nf5 vACW1 2 I FRE66URE TYFE VACUUM 6RKR i , , .. ~. I ~~j ~' i I NOTE&: l DO NOT ffi.N: EYE~, EXCEPT TO M310VE DEAD AND eROKEN eR.ANCHEe. 2. 11-IlN ~e AND FCtIAGE (NOT ALL ~ liFe) BY V3, fiC1:T AlNm NCfCt1AL PLANT ~ (EXCEPT ~EW 3. l'S1OYE ~ ~ TOP V3 Cf 6AlL, OR UJlrn (;aiT AINER PLANre, ~1OYE FOTe AND OFLIT BALLe M OF1:ClFIED. /21 of mula, Set root collar at fIn. grade ~ ~ '" I Varree ~/!.., (\ ~~' ...[ , ,-,,;r '"C\, " I ..:,::" ,>li>:2c~:?~>..l'.:.~~<,::>L:>/'://" <<\'..":;,>../<,~'~::<'~,.'~";; Flant mIxture~AuL i "'./7 ':: i:' 'i I::: 'i ':c.::.: i ',:::i'" i i:.\: i I,:. !i;~,Li.",U:' IfI--J --../'~,Uf~~~,U::::'/' ,:; j i'" i !::::i \ .:1 !,\,~' . i".':!: :::::::1 j :._' ae epec ~_J~!!, ,/' I '.i.C::::i !I:.::L!J--t~ h': !::::l: !::::.::' ::J::i ~,... '! -,"1Uj jTL,\1!.';i C:.l! 6carlf~ to 41 '(;;:":.:11,( "i!\TiiJ,\ depth ~ recompact .... 6are root or ~~~ · burlapped Subgrade CorttaIner errube NT5 ~RU6-FL 3 [61-1RU6 PLANTING ~ ~ l- ::t ~ oc ~ >- lL 8~ 8 @ dO 1LLr:a g~ ltpW lAW a Woo g :))00 6 ~W ~~ c=::=::J ~ 00 ~~ 6 o IA ~ 0000 N c::::::.1 ==:II i~ .~ ffi~ ~~ oW (g~ ~ ~ ~J ~, ~ o at ~ ~ (Q ~~ fQ6 OJ ~~ (([f)) Ii ~ ~ ~ ~ t~~ ~ ~~. ~j~ (Q i 3 u.. I m ~ I ~ ~ 00 C ~ SCAlE: f':: 2O'~1 rR[EV~S~ONS 1. 2. 3. 4. 5. 6. 7. ARCHITECT: 181 DRAFTSMAN: KAP CHECKED BY: PERMIT DATE 7 flJJ99 PROTOTYPE SIZE 68W~ l ~ 0 ~ OOQAL ~(;l' OA1A CD o fOO IDENl1nCAll()N (y: COOTRACllJAl A~H.MENIS. MS SET ~ DRA\WK;S IS OATEO OCTOOER 1999. my Rru~OOS niffiEAFIIR WIll BE NOT[O ANO OATEO ON IHE Aff(CIEO ORA~S). l'HE lQCATl()NS ~ All. EXlSl1NO U11UOES 9iO'WH ON l'HE PlANS HAVE aUN DElm...lNffi fROt.t niE BEST INfORMAOON AVNl.J..M ANO ARE QVEH fOO l'HE CCti'vUiVKf Of l'HE CONTRACTOR. IHE E:NClNH..R AS~t.lES NO RESPOOSl!3IUlY fOR l1iM ACOJ,RACY. PRIOR TO niE STAAT Of ANY CONSTlWCl1ON ACn\1N. Ir SHAll. BE l'HE CONIRACTOO S RESPONSi81UlY TO NOI1FY l'HE VARKJUS ununEs. fHE COOlRACToo SHAll EXlRQSl CAlJnON MIEN ffiOSSlOO AN UNOffi~ooNO IJ nu lY, v.t-lE Il-fER ~O'M4 ON niE PlANS 00 lQCAT[O BY l'HE IJnulY COMPANY. ANY IJIlUOES. 'MiEl'HER SHOVtN ON Il-fESE PlANS OR NOr. fHAT 11f1lRHRE 'Mm n-IE PR<A'()S[O CONSTRtJCnON SHAll BE ct~l.'( ~INAlt.O ....m l'HE [N(;.tNUR ANO 1liE RESPECnVE IJnulY CClMPANY fOR PRc.>E.R INSI'R'Xnoo. DnAY OR tOCOO'vUiIENa CAUSED TO niE CONTRACTOR BY 'll1E Rf.tOCAll()N Of vmous 'JTlUnES ~AlL BE INClOOHAl TO l'HE CONrRACT, ANO NO EXlRA COMf'fNSA nON WIll BE AlLO'fttD. SOILS lNVEsnCAnoos foo niE 9lE 'Nf.Rf PRO'v1DI.O BY fOR~ ENClNURlN~ lHe. ANO NOOAASE & AS'SQ(;(AIES. INe. l1iE CONTRACToo IS TO OOTAlN A OYY (y: fHAT SOILS RfPooT fOR r~ PRIOR TO Cf..t4SIRtJCnON: ANO lliE COOSTRucnON IS TO CON(ORU TO fliE RECOf..nAENOA noos IN mAr REPOO T. SURVEY lNfORMAnON PRlPARlO BY KINO ASSOOAf(S, INe. PffiMlTS AVA1tAM TO COOlRACTOO: a lY Of ctfARWA fER - 9 f'E f't..AN S\W'M.40 - S TORJAWA IIR foor - Dl1\uYAY ~ECncti 0'IItG/C:f'[AA 1m All. ON SHE I~APROVUArnTS ARE TO BE O~EO ANO WJNTAlNEO BY n-IE PRCf'lRlY O\ll-4lR ANO WIlL NOT BE DlD~ArEO TO niE PUOOC OR YAlNTAlNEO BY niE P<<Jeuc. ~l' AS-WILTS SHALL BE PRo....no BY TliE CONTRACIOR TO 'll1E ENClNlER PNQ W[EJ(S PRlOO TO fINAL IN~COCltf. All. AS-OOILT DATA ~iAll. BE PRO'v1OEO BY A Ft.ORIOA U<<N~O SURVEY~. SK.NEO, st:AU.0 ANO DAlEO BY niE R!SPOOSlBlE PAAlY. SEE lNOeVlOOAl s!CTl()NS (PAVUAUH. WAfER SYSTlY. Ere.) fOR AOOH100Al AS-OOllT REWlRfJ.crnTS. Pf:mtTS N<<) PEP1tT R[~rs TliE C()NTRACToo ~ll. OOTAIN FROM niE ENCINlE.R CWIES Of ALL RECULATOOY ACWCY PffiLfrs AND LOCAL A~Y PW.MtTS. niE COOTRAcrOR ~w..L BE E:Q>ECIlO TO REVIEW AN<<> AOIDE BY ALL niE RE~JIRU.fENTS ,l.NO Ut.cITAOONS SET foom IN niE PlRMtrs. lA YOOT Nf) C(>>fTRa. UNlESS onilR'MS! NOIl.O ON niE PUNs. nif CONTRACTOR ~LL USE OiE CEOMEffiY PRO'v1DlO ON nlE CONSTRUCOON PUNs. BlN01MARK lNfWJ.fA ll()N ~ll. BE PROVlDI.O TO IHE ~ lRAC TOO BY niE OHiER 00 0Ytt-lm''S S1JRVEYoo. ANY D+SCREP N-K:lES BE TVtt.EN f1U.O MEASURlMrnTS IHJ COOSfRVcnoo PlAN INfORUAnoo SHALL OE BRW.1H TO nif: AT Illi nON ~ mE UK;iNlER tUMEDtA rR Y. WJ.l.J1Y cu..ma. rulm R(~TS rESONG SHAll. BE PRO'v1OEO ro l'HE OYtt4ER/OPERAToo ANO 'll1E E.NClNUR. IESnNG REWlRUfrnTS AAE TO BE IN ACCOOOANa 'MTH niE OYttiER/Cf'EAATC<<S ~Clf""..AnOOS ANO REWIREMVHS. All. rEST RESUllS SHAll BE PROVlOEO (PAS-'3INO AM) FAlUNO) ON A REWtAR ANO IMMEOfA rE BASIS. ~ OftAWINGS 51-1a> DRA~ ANO URl1flCAJ1OOS fOR ALL SfORM DRAlNA~. WAfm SYSrUl, AND Sf.'Vtf.R SYSI1Y MATERIALS AND STRUCJlJRES ARE R!QUlRt.D. 'll1E CONTRAcrm ~All. S1J8MIT (6) C<<>IES OF Sl-fOP ORA~ TO l'HE rnoNHR fOR APPROVAl PRIOR TO ~G niE MAIrnfALS REWlRt.O fOR CONS1RUcnON. SroRtlWAltR YAHAG6IDfT ~ 0\IH:R/(ftAA Kft IHE rnnlY lHAT 'MlL OVolH. OPlRArE ANO !.fAiNTAiN \liE STORU S'J"SfOl ~O'Mi ON l'HESE PU.NS IS AIJTOlWf. lNo. l'HE coorRACTOO SHALL BE D.P(CTlO TO MlET ALL niE REOOIRfJ.IrnTS Of mAT mnlY, WATfHAL SKQf1CA~ RlINfOO(;[O 'X1K.;REfE PIPE (RCP) ~ALL BE (USS II 'NlOi R\J00lR GASXET JOINIS, R(P ~iAlL tXtifORU TO fOOT STANOARO ~ECIJ1CAnONS fOR RQAO AND BR~ CONsrRUcnON (LATEST EOtnct4) S!cnON 9-41. R'J00fR CASXEr3 ~iALL ~00J4 TO S!CTIct.. 942. ALL MATERIALS ANO COOSfRtJCnON MEllJOOS ARE TO BE IN ACCOOOANct: 'Mm fOOT STANOARO Sf'EClElCAIlONS fOR ROAO ANO 8Rl~ COOsmuCOON (1991), SEcnON 400 (C~fE SIRtJCTWES) AND l1iE APPUCAatE foor INDEX NUJ.lOf.R DETAtl AS SHO\ltN IN fOOT ROADWAY ANt) flWfW CE~Qf STANOAROS (LArEST E0I11oo). PVC STcmfWATf..R PIPE ~ll. BE (US.S 200. SOR21.00NFOO"INO TO ASru 02241-'*b ALL OfliER Rf,UTlO ilEUS REQJIRlO foo I11E COOSTRtJCTIcti (I niE STORU SYSfOl (OOrFAlL PROTECn<~. p<<.llJnON C'ONTR<.A, Ere.) ARE TO BE IN ACCORDANCE 'Mm DUAIlS ~iO'M" ON l'HE C(1iSrRUCOOO PlANs. FOOT RQAOWAY ANO lRAH1C DESIGN ST,A.M)AROS ANO fOOT STANOAAO SPEClflCAIlONS fOR RQAOWAY AND BRIDGE CONSIRtJCll()N (LAlEST EOfnU4). DRAlNA~ SrRUCltlRE.S (INlEts) ~ALL BE OE~GNlO TO MINIMtLE PONDiNG IMnilN niE SIRUcruRlS. ALL OIWNA~ SlRUcruRES ARE TO BE A MlNJ"-'UU (y:5000 P.S.I. Ct.1iffiE rE. Wll1.NG / OOlJ'ALL PROTlC-oof ALL OOlFAUS ~iAlL BE CONSIRtJCIl.O so AS TO NOT (;REAlE EROSKlN PROOUJ.iS 00 ()(SlRUCOON (y: 't\€TtANOs. All. oorFAll.S SHAlL BE STABIUlEO OR ERO~ CONIROl ~.cEASURES INSTAlllO PRIOR fO USE (y: niE STORU SYSTEM. l'HE coo rRACToo SHAll COOONUOU~Y MAiNTAIN ERQSKt4 COOlR(t. MfASURES n-iRQUaiooT CCJNsrnucnON. RI~1laf p(M) OOHsmoc1lCH REIlNTION PONDS ~~lL BE EXCAVATlO AS SHOVlN ON niE CONSTRUCnoo PlANs. IN niE EVENT OiAT )Jf( (U)'tY 00 SillY MAlf.RfAlS ARE ENCOONTEREO iN niE 004smuCT1()N ~ l'HE P<t-lO. niE coo rRACTOO ~LL lLO.cEOfA Tll Y NOTIfY fHE ENClNlER foo lNSPECOON ~ niE MA 1f1~AlS. niE COOlRACTOO ~LL STAalUlE fliE RElrnnON PONt> PER l'HE CCJNSIRtJCnON PlANS IMU[OfAlt.l.Y fQlO'MNG fINAL CRAOING. COOTRACTOR SHALL MAINTAiN nif STA81UlATlOO UNTIL F'lNAL ACCtPrANCE BY ll1E OVtNER/(>>>[RATffi. AS-aIA..TS l'HE CC..lNTRACTOO ~ALL PROVlOE l1iE OWNER J.H) E:NQNlER SfORU ORAlNAGl: AS-OOILTS. AS-OOILTS ~iALL CONTAIN. AT r'HE MINlt.fUU. BUT NOT UIwIT10 TO. SlRUCllJRE T~ E.tEVAOONS. ft.OW (ItiVERT) ElE'/AIlON5. PIS>( lENOIlt AND ~lf. AND REfENllON ?ONO H~lONTAL & VEROCAl D!MEN~ONS ANO SIOl~<<>ES. fARlli~ niE C1JN IRAcroo -:w.LL PERfORY HIS 0"'" INVES OCA nONS ANt) CAlCtlLA OClNS AS NECESSARY TQ ASStJRE HlJ.fsnF Of EAAOiWQRK OOANnnEs. niERE IS NO I...S>UCAOON mAT EAAOi~ SAl..AN(:{S mo niE CONTRACToo ~ll. BE RE$P(.)NSlSlE fOR ANY lUPORT Flll. NlEOEO. 00 (00 RWOVAL ANO OI~L OF EXCESS MA TffifAlS. EROSK1f ~ma. E.Rosaoo ANO SltrAl1cti COOIROl MEASURES ARE TO BE PR0'v10EO }..NO iNSTAULO PRIOR TO CO.....UK1J.4f.N1 ~ CONSlmJCTl(tt WE E.RQSiON ANO SllTAOON CONTROCS OOlNEAIl.O ON 1l1ESt: f'\.ANs AAf IliE MlNlLfUM RE~IREO CONrR<<.s.l'HE COOTRACToo ~All. IJTJUlE &'31 J.tANJsCOAUH PRACOCES (aMPS) OO-SlI'E 'MilRE N'J'UCABlE foo PCUUOON PRM.:NTYJtf Cf..flrROl & MAHAGt.l.4V4t. fliESE "EASURES AAE TO BE INSPECTED BY nif: CON rRACTOO (H A RECf..ll.AA 8ASlS }HJ AAE TO BE ~ T AlNEO OR REP AlRED ON m IMMEDtAIE SASlS A3 REOO1RrO. Rum TO WArm J.fANACt:J.f(NT otSrRlCT PERMIT ANt) Il-fE c&OlNQ PlAN ~iEEr(S) roo AOOH1(t{AL REQUIRfJ..fENTS roo fRt)SK<< CONTROl }HJ SlJR1 Act: DRA1NAct:. lMTS(lOtS~ niE U~lS OF DlSl1JR'6ANCE HAVE SUN PRO\1Ol0 TO l'HE COOIRAcral ON Hi( CONSTRUcnoo f't...ANS AS nif: PR(:ftRlY aOONOAlff. UNlESS oniER'ntS[ iNDICA lEO ON nif: PU.NS. UNl.ESS OHiER\\tst.: OIREClEO BY l1iE OVfi[R OR ENClNEER. n1[ CQNW.ACTOO 1$ EXPECTEO fO CQNTAlN All CONSTRVCOON ACn\1nES W1mlN .IliE~ WAns. AT NO nME SlMLL nit CONTRACTM DISTlJRa SURRWNOI~ PRCf'mll€S OR TRAVEt 00 SIJRR()IJNOiNG PRCf'tRnES 'Mn1OOT WRlJI'lN CONsrnT f~ niE PRCf'E.RlY,O'ftNER. my REPAIR 00 RECOO'3IRUcnoo OF OAUACEO AR'UtS III SlJRROONOINO PRCf'tRnES ~iALL BE REPAlREO BY niE CctHRAcroo ON m IMM[OtAT'E 8Jt$ls. ALL COSTS" (OR REP~S SHAll at niE RfSPONS/8lUlY OF ll-fE CONTRACTOR ANO NO EXlRA COMPrn'3Anoo ':AiAlL BE PROVlOEO. TRU Pl.WJVN. niE CONlRACTOO ~tA.LL NOflFY fliE 0't'tNER AAO ENClNllR MIEN AU. ~ IS !..AIO ooT ($1JRVEY STAKED). so mAT A DErERMINAnOO MAY aE t-IADE OF SP(ClflC TREES TO 8E REl.fQVEO. NO rnu.s SHO'ntf CH fliE CONSTRUC nON PlANS AS 8EJNO SA YE.O ~L at RU.lOVEO 'Mn100T PERMtSSON f~ mE O~ER ANO [NClN[fA ~NI)~ nif: CONIRACTc4, ~iAlL ~ RESPOOSl8LE fOR ct!ARING ANO ~lJaalNG fOR ~TE CONSfRVCTl<t'-f INCtUOlNG QEARlNQ fOO PAVlN~ IJnUTIEs. ORAlNACE FAClunES ANO au/LOINO COOSrRUCnON. St.E PlANS fOR UL4Its OF ClURINO ANO ~881NO. 01 m 01 (I') ~i (ri ('I') (n c-~ o > o Z c: o Z C1l ,~ T'J .:::> C> (J -- Q r-.i t'-J -- CJ @@~~u[}BQ1J@uDCQ)~ .......t!J..?:.;~;. {" ',L'ct"<-r:il ~[L&~~ [?@[}B DREW RD. I SR 590 CROVE LAURA ~ ~ W ~ X ~ 6 It ,~ ~ ~ ~ ~ ~ ~ 4! ,,/! ~ ~ g 1 J> N V) ~ I ~ g v V) V) <R) CDPYRIGH r 1993 ~ ' IiAAV N~D (.f) ~ ~ (.f) ~ IJ ~ ~ V) iJ @71~ @(}1J~lP L[J@ [ID&W [IDCL.W[Q) @~~&[}B\'!#J&U~[fJ9 lP[L]@[f~D[Q)& ~j ,./) o YAl'f.RIAL STCfU.~ / DtBRIS ROtOV,4L All. I.tAIE.RtAlS EXCAVAIIO ~iAU Rf.lA.\Jl. I1IE f'RC4>lRN ~ Il-fE O'M-IlR ANO ~AlL aE S Tf)()<ptUO AT QN-9 IE lOCI.. nONS AS ~1:ClfllO BY niE O~ER. MA Tl..RtAlS ~iALL BE sroac.f1U.0 stPARAllt.Y AS TO USABlE (NONORGANJC) FU STOCKPilES ANO oocmc (l.4lJO<) SIOCKPUS IF lAUO< IS ENCOONI1REO. COOlRACTm ~iAll. BE RESPONSIBlE fOO nif R[).tOVAL or ALL UNSUITABlE FllL 'A.\frntAlS mou nif <]1E. fll WA IlRIJL AlL fIll UArERtAlS ~iAlL CONTAIN NO !AlJCK. sruMPs. ROOTs. 8RU~.. VECETAnVE UAHER. RUea~ m oniER UAlrntAl IliAT WIll NOT COMPACT INTO A SUtTA8UE AND WOORINQ BAOQllL fXU'AC'OOf FlU !.,CAIlRtAlS PlACt:O UNDER ROAOWA','S SHALL BE COt.4PACTEO TO AT' lEAST 98:< !,(A)'Jt.<<JU Drn9N AS DfTERMINEO BY M~HO f-li30. AlL O'll1ER fU MfAS ARE TO BE catPACT[O TO Ar LEAST 96" MAXlI.4UU DrnSlN AS Cf:I!FYlN[O BY MSlHO f-100. FIt.L MAIIRIAlS ~ll. BE fUCt.O ANO COMPAClED IN A MAXI~"UU OF 1~ UfTS. REIER TO SOILS ~T f(ft AoonOHAL iNfOOYAnON, fHE CONfRACTt:fl ~....u. PRO'v1DE n-IE lNGlNEER ,A.NO 0'M-tE.R Mnf ALL (PASSINO AND F}JU~) IEsn:~ Ef.S1JUs' RESULTS SHAll. 6[ PRO'w1()[D ON A m04U Y }.NO R((AA.AR BAStS PRtoo TO Cf.<lURACTC:<<S PAY REQJEST StJ8t.1TTAl. ~At% ~<IC MAOOJA WA llR Sl.'R\1 AS ~W'Mi ON IliE 004srRUcnON PlANS. P(t,i'lnfrtU4E (PE) PRES~RE PIPE fOR WAIER Sffi'v1(;{S 0.6- n-tROUCH }- ~iAll CONFORU TO AWWA C901-~ (PEJ-400). MINlt.tUU PRESStJRf (USS IS 200 P~, DR? Cf.f'PE.R l1JOING fOR WAfER 'SlR\1CES ~iAlL 6[ -1'J'PE 1<- ~S.S CWPER llJ8INo. AlL ${R\1(f.S ~iAlL 1NCtlJOE niE fCUO'MNG: C1JRB STOP'. UNlONS AS REWIREO, C(f(pffiA OC<< S r(f)s. niE Sl.R\1ct: ~All. BE COMf1..E IE TO niE ClJRB S fa> AS ':1iOVolH 00 I1-iE DETAIl ~ilEr. mo SHAll. BE ~ niE I1'PE REWIRfO roo COMPAnBlUN 'Mm lHE Sffi\1CE UNES SPEC\f'llO. AM> ~iAlL BE AS UANUf AC flJRlO BY mE UUUllR CORPOOA ncti ':R HAYS 00 f'~. niE CON fRAC TOO ~iAlL ro r -w" IN niE Ta> C1JR8 (y: EAa~ WA rm SlRV1CE ANO A V A TALL V)LVE lOCAJ1(:<<S, roT ViS }..NO '1'S '51iAll. I3E HIQilJQilt.OMIlt BlUE PAIlH. All ~'M.R RTTlNGS ~iAlL BE PVC JM.ETlNO niE REW1RU4JHS Of ASru O.30J.4. flTnNGS SliAll. aE SlJITAOlE fOR USE 'HTH $OR-J.5 ~A\1N $[Wffi PIPE. All. fH11NGS SHALL HAVE E1..ASTOMlRlC SEAlING GASXE rs.. JOINrs fOO QU\1N '3l.'Nf..R PIPE AND ALL F1T11NG-S ~AlL I3E lUSTOf.A{RlC Rt.Ja&R sv.ts. CA~EIS SltALL coorffiU TO ASTht FH'. - ' 8t<< [j('..Ji ---..;..- JEFFORDS 1"," ~ .~. _:J ca.sTRUCnat wrnoos lNSrAlLAnON Of ~\1N SANHAAY S(WE.R ~AlL BE IN ACCQROANCl: 'Mm niE w.M.Jf ACruRf..R'S SP(C111CA nONs. Pf:'4.~nfr1..rnEWRJ..P USlO fOR COAAO~ON PRE'-r'ENOON ON DUcru lRCiN PIPE ~iAll. CCtifOOU ro IH[ REWIROJENTS (I ANSl/ASIlI;b1243. niE ...1N1WU NOf.AlNAL nilO<NESS SliAlL BE 0.003 IN. (8 MilS). INSTAllA r1cti Of Pf:'4. YWRAP ~L BE IN ACCffiO.A.NCt: 'H Oi AWNA C1~ fR!NOilNO ANO SACKIll ~iAlL BE PER DfTAIlS PRO'v1Dffi IN l'HE COOSrRUC'OON PUNs. C~PACIIO SAWllL IJM)(R PAYfJ..fENT ~AlL BE TO ~ UAXltAtJU OlNSllY AS DEfIFJ.AiNlO BY M~HO r-t80. All. oniE.R COt.4PACllO-f Of SACXlllL ~All. OE ro 96" LtAXlIr.ftrJ.f OlNSlN AS ~Il.RMJNEO BY MSlHO f-t80. WD@[J~[JuW [MJfj~[}D Nor TO SCALE camROCllat ..moos PIPE INSTAUAIl(.H (K PVC WAll.R MAiN SHALL BE IN CONfORMANCE 'MlH AS1l.t 02114 (LArEST ~noo). INSrAU.Anoo ~ oucnLE IRON PIPE 'NAll.R MAIN StAlL BE IN OOiFORJ.(..I,N(:E 'Mm AWNA C600-9J. Cl.MPAC1[O 8ACJ<.n..l '51iAlL BE fO 98" UAXltAtJt.f DffiSlN AS ~lmMINE.O BY AA~HO T-t80 roo UNDER ,A.lL PA'wt:t4E.NIs' Ol'HER COLtPACIlOO (y: SACJ<Jlll ~MLL BE TO 96" !.fAXIJ.llJM O[N<]lY AS DEII.RL4INEO BY M~HO T-t80. SlE STANOARO DETAIlS. MINlt.fUU COVf..R OVER All PROPO<:10 WA I'ER AUO '3f.Vtt..R PlPf.S ~iAlL 13E56- F ROU TC~ ~ (K PIPE TO flNtS11[O ~DE. niE WAflR MALN ~AlL BE lNSTAlUD AS NOTED .:t4 niE PlANs. 'MiERE APPUCABlE. A LAIlRAl D+STANct: (y: AT lEAST to' SMAll. 8[ ,,fAlNTAiNEO BElVrt.EN WAIf.R ANO 'St.tW:.R UNES. 'Him WAIlR ANO Sf:NE.R UNES (RQSS MOi LESS ntm m 18" VlRl1CAl SIP AAA nON. fliE PVC Sl.'WlR UN[ ~iAll BE 0014 PVC PIPE roo A DtSTANcr ~ w' flniER ::u ';K nlE Ulf...tSSiNQ. RUER TO l1'E "'r'lATER )..NO s[\ltt.R SEPARAnoo- NOT[S fOO AOOIn~L DETAJlS. AlL ft.UGs. CAf's. IUS. 8f.}4Os. F1RE IfIUIWHS, VAlVf.s. ETC" ~iAlL BE PRO'v1DEO 'Mm RESrRAiNiNG RooS. RUlR TO IJnurv ~llEr(S) foo COOSfRUCl1ON OHMS. Fft ~llI1CA J1(lH rS'TIJ~~u[~[M1]~[~tu~ (Q)!? <ID\VAYl[~~[}B~rXI[I[}D ~~ ~ [Q) (w ~ [J ~J 0 [~[Q) (f~ CT:D ~ 'TIJ [R~ CT:D l1J (JDLrD l~[JLrtJ ~@ O(WA lIRIiO !N niE E'-r'ENT niAT WArlR IS ENCOONfl.REO DURING l'HE CWSf'R'Xne<< ~ n1E SANITARY SE'M..R '3YSlUJ. OCNATERlNG ~tAU BE C()N(JUCTED, niE rxHTRACTOR IS SQEl.Y RESPOOSlelE fOR l'HE DE~CH. INSTAlLAnON. OPlAAoctf. ANO SUBSEWENT RUf4)VAl ~ OCNAltRlNO '.)YSlllfS ANO niDR SAnlY }HJ CQNfORt.trt v.tllt LOCAL COOES AM> REUJLAnONs.. l'HE CON1RACToo SHAll. BE REWIREO ro PERLaT niE DEWATERlNO SYSTO.t Milt niE WAfER f..fANAcaAUfT DiSTRICT 'F PlRMlHINO niRE~Kt.DS ARE EXQEOCO. n1E ENCINElR ANO/OR O~ER ~ALL BE NOTlllEO :!.tMlDfAIRY 'F ANY f:K niE pf.RMnl1NG niRE~-l<<DS )oM. EXC[[OEO. Ar All. m..cES OORiNG O~SIR1JC0Ct4, KEEP EXCAVAnoo,s fRU: FR(It,A STANDING WAfER. SUMPs. 'F I~QJIR[O. $W.ll BE lOCA lEO QU T'SlOE (y: lOAD BEARING AREAS so mE 8EARJNG SlJRf'ACES 'MU. NOT BE DlSruR810. WAllR P'JJ.if'EO fROU mE EXCAVAnON ~iAll BE OfSCHARClO TO PREVf:NT RE-WTRY INTO l'HE Sf~ SIRATA BUNO DE'NAflREO. WAflR CCifiTAlNINO Sltr :N 9JSf1.N~ON ~ NOf BE f'tJMf'[O INTO 'S[wt.R UNES 00 AOJAU1H SIRQJ,fS. niE t.lEntoo (y: OI~SlNO OF WArER PUMPEO F'OOA niE EXCAVAnON ~iAlL BE APPROvf..O BY l'HE lNClNUR, PRlOR TO ACl1JAL DISPOSAL PI>'E ~r SANHAAY 'S['\lttR PIPE 1.fUSf BE BlDOlO fRtJE ro UNE ,AM) ~E 'MOi UNIfORU ANO coonNUWS lONCtl1JDlNAL StJ~T fROU A F)RU SASE. BlOO<JNG "")ST NOT BE I)SlO ro 8RlNO niE PIPE TO ffiADE. PIPE BlO SHAll. BE UNDl3flJROlO EAAm ,AJ-K). IN niE lvmT ~ OVE..REXCAVAnw. niE ~IRACTOR SiAll RU1.ACE UAIERfAlS 'MOi MAfl.RtAlS SPEC1JIEO ay niE E.NClNUR AND f,XlUPACllJ) ro A l)ENSllY (WAl TO l'HE NA n'rf.: SOIL AT All. lOCAI100S WHffiE PIPING IS TO BE lNsrAillO IN m MfA YttilRE !.lUCK WAS NOIlO IN fHE ~S TES nNG OR AT my 0 l'HER lOCA OClNS lltti(RE 1.ff.J0< 00 ~ANJC SOLS ARE E.NCooNIl.R[O. niE 1RE.N0i SHAll. BE OVER-EXCAVAIro TO REUOVE All. "'UO< OR OOCAN~ SQllS AM> a.v.tf fINE SAND Pl).(f.0 ANO COf.4P Ae fED IN niE fREN(;H BO nc.... TO l'HE lUVAOONS )J-D lOCAIlONS NOIEO ON l'HE PlANs.. SAwn NlEDE.O ro BRING rRUK1i TO niE PRa>f..R CAADE ~All. BE COMPACTE.O TO A l.41N1LfUU DEN9rt (y: 98:< ~ niE AA~HO T- 180 MAXThIUU DE:N9lY. rRENO~ 00 EXCAVAnON Bonou STA8IUlAI1(H f..fAll.RW.. A. SANO SANO ~Mll. aE \"l,L ~DI.O. ~ANJC f Rtf. ()t.'RABlf. GRANUlAR MA lE.RtAl. }HJ SHAlL PASS A NO. 4 Sll'VE. NOT ~E flim 15 PffiCOH ~ll. PASS A NO. 200 S1E.V[. a. PI T RtJN ~ VEl. PH RUN ffiAYR ~lL BE ORGANIC fHtE AND SHAll PASS A .'It-lNa~ SIEVE. C. CW,NlIUJl UA IlRtAl ~ANIJlAR MA Il.RtAL ~iALL BE MlL GAADE.O. OOCANlC mo SOIL f RU. OfJRAOlE Acr~[CATE ANO ~All PASS A'/4-INOf Sl~ NOT t.tOOE niAN 15 PERCt.Nr ~iAll PASS A NO. 200 SIEVE. ~ IHE SAN.TAAY S[~ PIPE ~iAlL BE INSTAU[O AS NOrlO ON niE PlANs. 'r\fi(RE APPtJCABlf. A LATERAL SEPARAOON OF AT l1:AST 10' ~All. BE MAlNTAlNEO B(f\~,E.N WAfER AM) SEVtt.R W~ES. llttiEN 'itA fER )J~O ~'Nf..R UNES ffiOSS 'M Ilt USS lHAN m t 8" VE.R llCAl SEP AIl.A nON. l1iE ${'M.R UNE SMLL BE OR 1-4 PVC ANO l'HE'liA IER MAIN s-iALL BE CUSS ~1 DIP roo A OfSTANCE Of 10' uniER S<< Of l'HE '~OSSINQ. REllR TO '"'WATm }..NO Sl.'Vtf.R SU'AAAnON- NOrES (00 AOOI~AL DETAIlS.t rES11HO rESnNG Of n-lE smTARY SFwW..R SUM(.[ ~LL BE PlRfORMlO BY CONrRACTOO. AND IN ACC'CroANct: 'Mm mE aN Of ct.EAAWAfER IJTlUnES REQUIRlUE.NTS. niE fESTlNG WIlL aE mE RESPOOSlBIUN ~ niE COOfRAClOO. aufNlll BEMfN($[O BY n-iE E.NClNH.R ANO r'HE IJflUlY REPRES[NTAllVES. KING ASSOOA lES, mc 4-921 MEMORIAL HIGHWAY ONE MEMORIAL CENtIER. SUITE .300 TAMPA. flORIDA JJ56J4 A TIN : EARL RAMEIR (813) MO-M81 n~E CONIRACTOO ~iAll BE EXPEClLO. Ar niE U40 (y: EArn DAY, TO HAVE niE 9fE ~()[O IN S1JCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT fROM Rt.JNCff OR SlLTAnON TO ANY Af)JA(:UfT PRfYERDES. SlLrAnON sm::E.R'3 ':1v.ll. BE !.fAiNTAiNLO ANO REPAJRE.O IF I~OOlR[O AT niE WO (y: EACH WORK..~ DAY. GRADlNO '511Q~ ON Il-fESE f't..'.NS ARE H~0'v10EO TO 'll1E coo IRACToo TO EXf'RfSS IHE CU4ERAL c&OING INfENr ~ mE PRO..{CT. l'HE CClNTRACTOR SiAll. BE EXPECflO TO GRACE niE vmRE Sl IE 10 PRO'v1DE ?OSl OYE DRAiNACE IN ALL AREAS niROOCHOO r niE SrE. suoom lRANsnONS SHALL BE i>HOV1()[O BETVtf.lN CONTOORS 00 ~T t.UVAnoos AS ~~iItN ON (HE PU.NS TO ACC;OMf'U~f niE ffiAlJiNG INllliT. ALL SLOPES ~tALL BE STAf3IUlE.O IMME.OfAIRY AfrER f1NAl f:.;~t,OlNO HAS OE.E.N CUMPlEIl.O. COO1RAcroo ~.ALL NOI1FY f)'itt4ER ANO E.NQNlER PRIOR 10 1)U.lOOIUlAl1ON ~ <.w.C1NO E~IPt.4rnT fO OHE.Rl-.4lNE mAT n-iE CHAOING INIENr liAS BllN AOiIEVEO. PA~T f)';ICf.R/Cft:RA roA niE WOlY lHAr 'MlL O'ftN, c.:'f.RAIE N{D 'lAlNTAlN fliE PAHKlNG AREA ~i4)'M-f ON fliESE f'l..mS IS AIJIQlWf. lNC. niE ENnr( fHAr WIll O~, OP[JU/[ ANO !.CAlNTAlN fliE CffSlfE ROAOWAY IMPROYOAUHS SHOiItN ':t4 n':E~'[ ?tANS IS nif: alY fA" C1.,L',HWAIER. TliE C1JNrRACTOO SHALL BE E.XPECf[O TO '.;fEr AlL niE REQ(JIREW1HS 1:1 !liESE [NnnEs. C1Jf~REN r PROPER'lY OWNER: AR IHUf~ H. ANDMARY L BRUNO MELENDY HOlW AMHERSr, NH 0.30.31-2654- PHOPOSED fU TlJRE PHOPER TY OWNER: AU rOlONE INC. DEP ^:~ IMEN r 8.520 60 ''','DISON AVENUE MEMPHIS, IENNESSfE ,.3810.3 A r rN : CEORGE CALLOW (901) 1-95-8105 WA fER. SEWER. GARBAGE: CITY OF ClEARWArER PUBUC 'NORKS ADMINISIRA nON 100 S. MYRflE AVE. CLEARWA IfR, FlOHIDA .JJ156 (l2l) 562-2460 WA fER, SEWER: (12l) 5132- 4-591 A r IN: KELLY O'BRIAN GARBAGE: (12/) ~2-6651 AT fN: JM MAGUO AU rOZONE. INC. 'IAS ENIERfD IN TO CON TRAC r ro PU:~CHA$E JlHS PROPER TY UPON COMPLE nON OF SIIE DEVElOPMEN r PEHMI fS. Olut: ~,fACNE nc iNDICArffi rAPE SHAll BE BtJRIf.O IN rliE 'NA lER !.fAiN fRtNOi DtREC Jt.'( AOOVE llit ItA 1m MAIN. ~[~@[J~~~lJB ELEC TRIC SERV1CE : flORIDA POWER CORPORA nON 2166 PALME no SlREE r CLEARWA fER, FlORIDA J4~25 (/2'1) 562-5660 A T TN: .JEHRY CONRAD ~1lCH >>C f!.S'IDJ ALL PIPE SliAlL BE DlStNfECIEO iN ACCOROAN(t: 'litlH AWWA STANOARO ~51-n. ~ ~ HTOfT All PA\1NO SlJRfA(;{S IN ItHlRSEC~:O:~S .11#) Af)JACUH Sf:CTIONS SlMlL BE GAAO(O ro DRAIN PO~nVEl. Y IN n-lE DlRECTlQN ';]i(;"I'N 8Y mE n.O'N APROWS ON nilE Pl.ANS ANO fO PROVlOE A SUOOniLY fRANSlOCfilO ORlW,G SURFACE f~ YUiKtES \lltIlf NO '51iARP BREMS IN CW,DE. ANO NO UNU9JAtL Y S 1 UP 00 REVERSE CROSS ~~s. APPRCAO-iES TO lNllRSf:CnONS AND E.NrRANct: )J,O rnf C.V,OE$ TO INtLRS(Cll00S 'MU .iAVE ro BE STAXW IN fHE flEW Ar Dlfff.RENl CAADES OiAN niE UNrE.RUNE ~AOES $H{)'flN ON IHE PUJ~s. IN OiESE MfAS. IT MAY AlSO (l[CXME AOW3ABlE TO MAXE MINCfl LOCAL flEW A()..IJSnAENTS IN mE CUHERUNE ~Df.S 10 .a.CCOW'USH l'HE f'tJRPQSlS ooTt.lNEO. IH AOOnoo, niE STANOAAO CR()VlN W\tL HAVE TO BE CHANCEO IN QR(){.R TO DRAIN POSlnVEtY IN niE MEA OF INTE.RSECOONS, n'ls 1l:F.: CONTRACTOR'S RESP()N~I3lUN TO ACCf'MPUSlf niE AOQVE ANO l1iE rnoNlER ~V.lL L:.:[ if.JNSUl rlO SO OiA T HE UA Y UIAl<.E ~Y ANO All. R(OOIRE.O lNlf.R:PRETAOOOS (A niE PlAHS ffi QVE SlJPPl.El4flHAAY LNsmvcnoos ro ACOO.cPU~ n-if: IN TENT Of 'll1E PUNS. WAmw~naf SP[(.Ylr...All(l.:d UNUSS OniE.R'MSE Sf'[(;IfJEO ON niE F'l.'JiS. YAIl.RlAlS NiO CONSrRUCOcti MEmoos foo n1E ROADWAY CONSTRVCll()N SHAll. 8f.: .r4 ACCORDAN(( 'MTH niE n.OOIOA DEPT. Of TF.AN~TAnON STANOARO SF(CI11CAOC.:+S fOR ROAD ANO BRIO(;:( COOSfRVcnoo. LAfESr EDln(t4. PA~l SlCnat R[~TS CONSIR1JCOcti (y: niE PAAJ<.iNO ,AJ~ PAYlMrnT ~AlL aE 6- 00 &- ~ OON(;REfE St.Aa 'Mm ~~&-, 10/10 W.W.F. OVf..R A IX'MPAGll.O SASE. AS SHOVlN ON niE PlAN OUAIL ANO AS SP(OfJEO IN l'HE SOIlS REPORT. IX>MP,t.CIEO 8JtSE SHALL BE 12 - (y: S1J8av.oE COMPACIlO TO lliE MOOIfJ[O PROCTOR MAXlt.fUU C~Y DE.NSnY rs 98" PER AASI-HO f-t80. ~C:RE It PAYlMrnT ~All. HAVE A MINIJ.fUt.f 28,-DAY COMPRESS&Vt: SfRENGm OF rooo P9. 9J8W.OE PRtPARAflOO ANO COOWErE PAYE.l.frnr l1+srAllAOON SHALL CONfORM TO fOOT STANOAAOS AM) SOIL REPORT RECOf.ft.4ENOAnOOs. CfF-~IE PA~E.NT SHAll. BE PER fOOf STANOARO SPEClElCAnOOS foo ROAO ANO I3RIOCE IXtiSIRUC11()N. l.AT[ST EDHlON. ANO AS PROVlOEO IN niE PlANs. CPH ENGINEERS. INC. 3501 DEL PRADO I8LVV., SUITE 312 CAPE CORAL, FlOHIDA 33904- A r IN : PE IEf~ AQUAlH, P.E. (94-1) 549-6122 AlLOWAOlE lEAKA(;E roo ooC IllE IRON PRES$1)RE MAlNS 'MLl BE IN ACCOOOAN(t: '-M n. AWWA C6QO-91. AUOWABlE LEAKAa: fOR PYC PRESSURE MAlNSMll BE IN AfXORONiCt: 'M n~ A WNA-1.t2J, niE CONIRACToo ~ALL PROVIDE AT HIS OVtN E.)c;PfN$E AU N(CESSARY rEST PU"'PINO EOOIPLCrnr, WAIER, WAfER MEIERS. PRf.SWRE CAUfA.5. AND OfliER EQ(JIP...rnT, UAIlRtAl mo FAoonES REWlRt.O fOO ALL !1YDROSTAnC AND lEAKAGE It.SONG. CONTRACTOR SliAU C()NTAcr niE f.N(;INEER. OYtNlR/OPlRAroo ANt) COONlY IN 't\RITlIN f'ORU, fORlY-UClH (~) HOOAS IN ADVAtK-E ~ $>ROPOSE.O rESnNG. n-IE coorRACTOR SliALL Prnf'ORU SAnSfACTORY PREIESfm PRJffi TO NQTlflCAnCH. niE WAlm SYSIOI SHALL 8[ 1('31l0 roo LEAKAOE AT 1W P~ fOR TWO (2) HOORS. Mm ALLOWABlE lEAKA~ IN AfXOOOANct: 'Milt ABOVE STIJiOAROS. fliE fIRE MAiN SY'SlUf ~AlL BE Ifl1)ROSrAnCAUY PRf.S~RE It.SllO AT 200 P9 rOR rwo (2) HOORS. iN ACCOOOANCE 'MOi NIPA 24. CHAPrm 9-2. ~~lY3@ [YJ DLr~((~TIJ lELEPHONE SERV1CE : GIE 1280 E. CLEVELAND S mEE r CLEARWA IEJ~, FLORIDA ,3.3'/5.5 (72'1) 562-11..52 A fiN : JOE VACCA AU rOlONE INC. OEP AR IMEN T 8320 60 MADISON A VENUJE MEMPHIS, IENNESSfE S810.3 A T TN : GEORGE CALLOW (901) 495-8-'05 G~ 17-0-' 0 rL tC::"J ,0"~ ~]~ C~@ ~ ~ (1)J LL LTJ ~~(}!]lJJ CA8LE SER'w1CE: nME WARNEH - COMMERCIAL DEVELOPMENT 25.30 DREW STREE T CLEARWA fER, flORIDA 3.J/65 ('12/) 19'1-1818 EXT. 255 A r fN : MS. ANDREA SefRIO C(fKC11OfS TO ~ WArEN tUMS PHloo TO IHE C(t.INEC ncti TO ANY EXlsn~ !.fAIN. niE ~O WA fl.R UAIN 9-iALL BE otSlNfECll0, HAVE E.NClNlER APPROVEO PRES9JRE lEsnNo. HAvt: APPROVAL BY nlE UflUlY EN n N, ANO HAVE f ()[p ctEARANOC AS- BllI. r OAA'MNGS (liE C~IRACrf.:R ~iALL PRQ\tlOE VlRf1C.A.L ANO liOOflONTAl -AS-8lI1l'" INfORMA0Ct4 RlUIl\it ro AU Ct.:tfS1RUCllO IJTlUnES N~O SlRUcruRES. AS-OOILT IN(ORMAT1ON fOR niEr'lArlR SYSlt.U SHALL lNQUDf. auT NOf aE UMlflO ro, IHE (OlLO'MNO: t. LOCAnoo (y: AlL "AlVES. nTflN<i;.s. H'~ANIS ANO 'Sl.R'v1(;ES. 2. lOCAllOO ~ niE WArER MAiN nlO IKf<?lCtiTAll'( ro n-iE BACK OF WR1) ffi [fX;f: ~ PAVOAOH, J. UR llI1CA nON AS TO !HE SYS fUl l-.4lErINO niE MINJJ.4tJU COVf..R REOOlRO.4lN 1'5. 4. HQR'lONTAL ANO VERnCAL DATA rOR ANY CONSlRUCnON 'MiIO~ Df.'v1ArES fR()U niE APPRO'wt.O fliCINURING PI..ANs. fORGE ENGINEERING, INC. 405 5 fH A VENUE SOU fH NAPLES. flORIDA "4102 PROJECT NO. 156-039.01 A TIN: RICHARD LUNDBERG (941) 4098-91..5..5 NOOAR$E & ASSCClA lESt INC. ..5415 W. LEMON S !REE r rAMP A. F10HIDA .305609 PHOJECr NO. W<J9-G'-11..5 A r IN : JOHN C. PHIUPS (813) 819-5501 ~0 (VJ [P3W~\7CQ) rR1 'S1OlltAU<S $iO[)ltAU<S ARE TO BE CON'3rRUCIlO ;14 niE AREAS AS SHOVtN ON niE Caisrnucnoo Pl..'.Ns. niE SlDI.WAU< ~iALl BE 6' 'li4C;f. .- l'H1O< CONffiE IE '^' Ilt A MlNlWY 28 DAY CfA(pRESStOO STRENom ~ ,5000 P~. SlOEWAU< AT DRl'wt.'NAY ffiOSSING-S ':1VU BE ~. 'MOr. &- (lilCK flttrn .,/e x 10/10 'M)O YAA[ I..c[~f J.H) HAVE MlNlWM 23 OA'( COt.cPRESSVE SrRENGni ~ .3QOO fPSI. JOINtS ~All. BE Ul'Hffi IQCU.O Ql SA,YCUT Ar A DlSTANt't: OF f\fRY 0'. OPAN~cti JOO-flS ~iAlL BE Pl.Act.0 AT A MAX u: tW. otSTANct: (y: 10'. HANDlCAPPEO RAMPS SHALL BE PRO\~OlO AS ~1O't'tti ON PUNS ANO BE IN ACCffiOANct: t\4m srAlE RECUtAI1()NS roo HANOIOP ACCESSlelUlY )J-D AME.RlCANS \llt'1lt OlSABlUnES ACT (A.O.A.). UNE lAJ.IPlNQ 'MlL BE RE~IR[O TO aE PERfOO...lO BY niE CON fRAC TOO ANO '^' lliESSlO BY niE ENClNUR ,&,NO Of'tt;ER/Cf'lRA TOO. niE COOlRAcroo ~All. PROVlOE AT liS OWN EXPENSE ALL NECESSARY lEST PUMPING (OOlP...rnT. WArrR. WAIER MEfI.RS. PRESSURE GAUfA.S. ANO Ol1iER EoowurnT. MAll.RfAL ANt) FAClUTIES REWIRlO roo All. IEsnNt). COOlRACToo SHALL COOTACT lliE ENClNEER. O'itt4W/CflAAToo ANO IJIlJf'( O\'liER IN ~rTlN fORU, foof'(-ElGH (-48) HooRS it.. ADV.A.NCt: or PROPOSED IESTlNo. niE COOIRACTOR ~ALL PERf~ SAO~ACTOOY PRE ffS J1NG PRIOR TO NO 11I14:A llON. J.S,-.fJUl..T OAA'MNOS \liE CONIRACloo ~AtL PROVlOE VlRnCAL ANO lKiR1lOHTAL -AS-OOIU- lNfORMAIlOO Rf.tA nVE TO ALL CONS lRUCIE.O IJ llU OES AND S IRUC flJRfS. AS- etJIl f iNfORUA l10N SiAll. INQIJOf. au f NO f BE UMl110 ro, l'HE fOlLO'MNG: 1. lQCAnONS AND INVERTS or All. (,RA\1lY $("Vlf.R lINES. !.fAMKUS. ct.LA.N--QUTS. ANO $f.R\1ct: l.A IERAlS AOO RIU E.UVAT1cti ~ ALL MANH<US. 2. HOOtlctiTAL ANt) VERIlCAL DATA fOR ANY COOSfRVcnoo 'M-llOi DE\1ArES f~ niE APPROVEO ENCINHRlNG PlANs. J. DISTANCES OF ~\Itt.R lINE lNO fROU MANI-<<:t.E TO MANHQl.E ANO/OO ClEAN-OOT 'M m nES TO LA IERAlS. fREH(H SAmY l'HE CONlRACToo ~AlL REOOCNflE ANO AGIO( 6Y AlL Q:C.1iA EXCAVAnON SNflY srANoAROs. INQUDiNO niE f1.0RJ0A lRlN(;H SNEN ACT (90-~, LAWS (y: ft.ORIOA). ANY UATlRtAl. CONSrRUcnON ,...ETliooS. 00 MATlRtAL CQ.'3T TO C'OMPlY 'Mm 'll1ESE LAWS ~iAll. aE iNCOOiTAL TO l'HE rxHTRACT. ' P01AeU WAltH / flfC S'r'ST'WS 0\fItIER/(ftAA~ niE lNnlY IliAT 'Mll OVtN. OPtRAfE AND !.fAiNTAlN l'HE WATI.R SYSlDol ~fOv.N ON niESE PlANS IS AUTOIONf'. INC. fliE CONIRACToo SliAll. BE EXPECl[O TO MEET All. niE REWIRO.4E.NrS Of mAt ENnrv. [~~lJBLMtJ O'TIIJD ~J~~ fj~C~ ~[~@[J ~~ WAf1R N<<l SE.l\ItR SO' AAA.Jlaf Pft~ SN-ITAAY SlWffiS. fOO(t: UAJNs. ~ LAIl.RAl~ AAO STQRU Sf."NERS ~i()IJLO moss UNOE.R WAfER WJN~ c~ WAIIR St.R\1CES 'ftIiENlVER P()$Sl6lL SANITAAY'SE'WlRS. rOOCt: MAINS. ~'M.R LAll.RAls. ANO SIORM Sf.'VtffiS ffiQS.'SlNG WArm YAlNS ~iAll BE lAIO TO PROVlOE A MINI~)U VlRnCAL otSTANCE Of 18 INaiES BE~EN l1iE INVf..RT (y: mE UPPlR PIPE ANO niE (;RQVwN Of niE lOMR PIPE 'MiEN[Vf..R P()SSlBlE. 1\f1E.R€ '3ANfTAAY SEWERS. fffiCE MAINS. ~'M.R l..AlIAALS. ANO STORU Sl\WRS WST (~SS A WAfER MAIN 'Milt LESS lHAN t8 INCHES Vf..ROCAl OISTAN(;f. ni[ Sf:WEJl ~All. BE DR 14 PVC PIPE AND niE WAllR MAIN ~AlL BE 01 PIPE AT niE ffiOSSlNO (01 PIPE IS NOT REOOIRlO foo STOOt.f ~S). StJfflOrnT lmOIHS ~ Of PIPE I.4VST BE U~O TO PROV1DE A t.fINIMtlU SE.PARAnON OF 10 f[ET 6Erwu:N ANY rwo JOINTS. All JOINrs ON niE WAlm !.fAiN ..,..nilN 20 FEET Of mE CROSSlNQ JAUST aE MEcumcAlLY RESfRA1NlD. A ~.tIN1MtiU VEltOCAL QEARAN(.[ ~ 6 lNOiES WST BE YAlNTAJNlO AT All. ffiOSSlNG-S. AU COOSSlNGS ~ioo..o BE AARAN<;[O 'SO niA T ll1E 'S[Yf(R MAIN PIPE JOIN fS ,AM) niE WAlm ~ PIPE JOINTS ARE EOOIOlSTANT fROU niE Pc)NT (I ffiQS.~ (PiPES cmll.RED ON CRO.$.$ING). ntlE.R€ A Nf:W PIPE C(tUllcrs \\em AN EXlSOOO PIPE 'Mm LESS THAN 18 INCHES Yf..Rf1C.A.L Ct.EARANcr. niE Nf.W PIPE ~AlL BE CONSlRUC(I.O (K Of PIPE (EXctPT Sfl.:F.... '3f.'VttRS) ANO Tl-lE NEW PIP[ s-iAlL BE ARRANClO TO MEET n-lE (ROSSlNO REOOlRlMrnTS AOO\-1:. @CQ)W~~"B &1. ((~J~~]~~"B~~~ ~CQ)'TIJ[ ~DLr~ ~(W[}BW~\7 [Q) ~ LMtJ CQ) CL [] Lr 0 @ ~ [}D [1J~~~ s:s [J Lr ~ [}D [l--1~~[~J (~ffil~~[Q)[I~@ ~~[~I[]5~ [P~[}B8~[]~~~~[1', @[]CCJ~ (WCCr[] l1J[]v\7 [~l~~~(}!J ~[JIJ~ [Q)~Lr~~D[l--1 ~[}{]~~Lr [Q) ~Tf ~~D ~ f0 [}{J ~ ~~'TIJ ~L~~ [Q)~@~~[}D~ [}D[1-..J8~[m SI fE PLAN : C1 fY OF CLEARWA fER PLANNING & DEVELOPMEN r SER\I1CES 100 MYH JlE AVE. ClEARWA fER, FlORIDA 3.3'/56 AnN: MARK PERRY (727) 562-4-558 S TOHMWA rEr~ : SOU TH\\{S r FlORIDA WA lEf~ MANAGEMEN r OISTRIC r 1601 HICHWA '( J01 NOR TH rAMPA. flOHIDA 3J631-6'159 A fJN : RICHARD M. ALf (800) 8.36-0'797 (813) 985-'1481 PA\UeiT ~ / ~ PA'v'lMmT MAR1<.INGS ANO 'S1CNACE ~~}tL BE PRO\1O[O AS 910VtN a4 niE C1JNSlRUCnoo ~s }H) ~AlL MEET niE R[OOIRfJ~[NTS (y: Tl-lE O~ER/OPE.RAfoo. SlICNA~ ~tAll. BE III CtiifOOYANCE 'MfH WTCO (LAIESr [OIOON). A 14 DAY PAVEMENT CURlNO n"'E 'MLL BE PROVlOtO PRIOR TO APPUCATION (Y:IHE PAYFJ.4E.NT MARKiNGS. RUl.ECTlW; PAV[M(NT MARKINGS SHALL aE INSTAllED IN ACCOROANct: '1Itt1lt FOOT INDEX NO. tl.J&2. ALL P\OUT MARJ(JN(";S EXCtPT PARKING STAll.S ~~All BE AU<YO O1ERUOPlASnc W/90 MIL llilCXNEss. fRNf10 oo.ma. A I.4lNIMtlt.f ~ 2-WAY CfiE W~E rR)Jf'iC SHALL BE !.fAiNTAlNffi IN nif WOiRK SHt: M'<f..A. ALL CWsr~JC1'l<f..RlY O~S $tlRROONOINO niE 1~ SHE AA:EA ua. TEO WAANINO DE\o1C{S )J~ TO BE Cf'ERA nONAl PRloo TO DUSK; EAOi NlQt T OORIUO COOSlRUCOON. ~ ct:ROlNG S1iALL OE CONSrRUCf[O Vd;f...R( NOlt.O ON lliE CONSlRUcnON f't../ms. CONCRErE f~ WR8S ~lL BE OfPAAlMU4T CF rRANSPOOTAnON QASS '1- CONCRE'rE 'Milt A 28-0AY C<<APRESSlcti SlRENOTH (y: .500() P~~. ALL CtJRaS SHAll. HAVE SAW C1JT CONTRAcnON JOINTS }"'40 ~ll. BE CONSTRUCIIO AT INlffiVAlS NOT TO EXCH.O 10'--1)" ON CUHER. COOSTRUC1'l<<i ~ (;tiReS SHAll BE iN CONfORMAN(.~ 'Mni A.O.^- & fOOT Sf'[Clf1eAnOOS FC4l ROAD }HJ 6R~ COOSlRUcnc~.. (UlEST lDlllON) S(cnCH 520 ANO lOETAllS PRO'v1DfO ON nif CCHSTRUCTlOO PlAN$.. R/W ~na. ALL MfAS 'MniIN niE RJGfr-Of"-WAY $HAlL BE flNl~ GRADf.O 'Mfli A SUiOOrn TRAN~llOO IN ro EXlS noo ~NO. ALL SWALES ~All. BE ST A8tULEO l"-'MEDIA TEl Y AfrrE.R fiNAL GRADING. AlL otSllJRBEO ARV.S ~iAlL BE STABlU1EO Vttm SQO AfTI.R fINIAL CRAOINO iN ACCOOOAN~ \'ATH niE CONSTRUCflON PlANS PRIOR TO flNAL lNSPECl1ON. All S(OOING SliAll. 0( MAlNTAlNEO BY mE CONIRACToo UNIll fiNAl ACQPTAN(:E BY mlE OVtNm/(~ TOO. AS-OUI. JS niE COOIRACToo SHAlL PROVIDE O'~ NiO lNGlNlER PAVVAlNT AS-OOlllTS. AS-OOILlS ~LL CONTAIN AT A I.4IN1L4CJU. evf NOT BE UMlIlO ro, PAVEMUH 'MO'll1s. IPAVEMnH CRQSS SlC<<S AAO DRAlNA~ DIRECnONSi"'O-i H1Cli POINTS DruNEA IIO. $(E 'CtNERAL AS-OOILT REQlJlRE.J.$WTS" foo AOOI nONAL f~r;;4JlRO.4rnTs. S>>I1Nft Sf.lIm S'rSlI.1I ~/(ftRATtft niE ENnlY \liAr VttlL C<<RAfE AND MAINTAIN l1iE SEWf:R SYSlnt ~YrN 00 niESE Pl.ANS IS AUTOlONE. lNC. l1iE CONfRACTOR ~L BE EXPECTlO TO MEU AlL lTIiE REOOIRO.4ENfS OF OfAT ENnN. YA If.RW.S ALL SANlrARY Sf.'M.R PIPE ~iALl 8E PVC S[\I,ffi PIf'[ ~ORMlNO fO ASJl.f ~ SOR-~ INstAlLAnON (y: PYC SE\W.Jl PIPE ~LL CONfOO)J TO ASrlA 02J2" s[E ASlJl.f C-12. LAIEST [OInoo. roo CONST'R'X11<<-f J.fEn-fOOS. [XctPT foo SAQ<fllUNo. 'MitOi WIlL BE AS ~~,.". (tf mE DUM SHEET. A HOOflONTAL SEPARAnoo (A AT lEAST 10' SHALL :BE MAINTAINED BE T'YtU1f WI.. fER ANO ~MR 1JN€s. YliEN ViA lER ANO S(W(.R UNES CRQSS ,.... ni lESS mAN 18" VlRnCAL SEPARAJ1ON. (~ \AliEN n-IE ~fER UNE ffiOSSES Bl:NEAni Tl-lE Sl:'~ uNE AT ANY DlP n.. nit $[\It(R UNE ':AW.L BE DR 1.. PVC ANt) l'HE WA I'm MAIN S1iAll. BE CUtss 51 DIP. DRIVEWAY CONNEC nON: flORIDA DEP r. OF lRANSPOr~ T A nON DRIVEWA Y PERMI TS PINELLAS MAIN fENANCE CLEARWA fER, FlORIDA .5J760 ATlN: NORMAN LA TAlLLE ('12'1) 5/0-5101 ORI~WA Y CONNEC nON: flORIDA DEPT. OF IRANSPORTAnON ACCESS MANAGEMEN r 11201 NOR JH McKANLEY DRIVE TAMPA, flORIDA .3-.5612 A r IN: JUDY SMlnf (813) 915-6000 O[~[Q)~~@[? ~[}{J~~Lr~ @(Q)o@ @ iJ Dfj~ [Q) 1] 0 (Q) Cc2i] 0 (Q) ((;21] 0 'lJ Cf2iJ o~ @~D@ (f~~D iJ ~ iJ o@ PAP.AWL PftS A MINIJAU'" 10 rOOT HORrlONTAL SEPARAOOO SHALL BE MAlNTAlNEO BEIWlEN ANY TWE ~ Sl.WE.R AND WAllA ~ IN PARAlLU INST,l.lLAnONS 'MiENE\'ER POSSl8lE. IN CAS($ 'MiERE IT IS NOr POSSlalE ro YAlNTAIN A 10 fOOT HORtlOOTAL stPARAOON, IHE WA 1m ~AiN WJS r BE lAIO IN A :slP AAA l'E TRfJK;H 00 ON AN UNDlS T1JRBlO EAA l1i ~iflF lOCAr[o ON ct~E SlOE Of l'HE Sf.'NE.R eft l'HE fORCE MAIN AT ~Oi m EUVAl10N fHAT niE OOHOf.I Cf !liE WATER UAIN IS AT lfAST t8 lNOiES ABOVE niE Ta> (y: niE ~. M-iE.R€ IT IS NOT POSSlOlE TO MAINTAIN A VE.RnCAL DISTANCE Of 18 lNOiES IN PARALLEl. INSTAlLAnONs. mE WArER MAIN ~All. BE CONSfRUCTEO (y: 01 PIPE mo n1E SE\ltt.R OR OiE fOO(:t: I.WN ~W.L BE CONS1RUelt.0 Of DR 1-4 PVC (EXClYT STORY SI.'WlRS) 'Mm A l.cINI"'UU VlRTlCAL otST~ Of ~ lNOiES. niE WAfER MAIN s-iQtllD ALWAYS aE AOO~ IliE SE'WlR. JaNTS ON niE WArm ~ ':AiAll. OE lOCATIO AS FAR APAAT AS POSSIM fROM JOINTS ON l'HE SE\Itf.R OR fORC1.: ~ (STACCffiffi JOINTS). WA l'fHAlS AlL Of PIPE SHAlL !3[ (uS~ .51 00 JilGiER. Of flTnNGS ~AlL BE ClASS JOO. ADE(~A rE PROIECnVE MEASURES ACA!NSf CWROOOO ~All. BE USlO. PIP! WA TfRIAl.S POl'rVlN'r1. CHlORJOE: f1..Asnc PIPE (PVC) .- n1RQUQi 1~ SHAU. BE MANUFACllJRE.O IN A~ANct:'Mm AN9/AWWA em (LArESr EDlnON) ANO SHAlL HAVE A MlNlt.lUU ~O PRESSIJRE (y: 150 P9 ANO HAVE A OR (()j~(N~ RAOO) ~ 13. AlL PVC PtPI SHAll. 8[AR fliE NSf lOCO (00 POTABlE WAll.R, ..JOINTS ~ll. BE Of niE PVSH-cti fYf"E ANO COOPUNGS CaifORMlNO TO AS1l.t OJ1J') CONf'ORMING TO DR18 PIPE. DUCIllE IRON PIPE (DIP) SHAll. BE ClASS ~1 ANO CCfifORM TO AN~/AWNA C1W/A21.,50 (LAlEST [DlOON). ALL DUCTllE IRON PIPE ~ll. HAY[ A srANOARO nilO<N[SS (y: c..:t:MWT MCflTAA UNiNG AS SPECIf'110 IN AN~/AWNA Cl04/~21." (LAlEST EOInoo). PIPE JOINlS ~All. BE OF !liE pvSH-ON RUOOE.R CASKET Ii'PE CONfORMINO TO ANSl/AWWA C111/A21,11 (tAIIST EDlnOO). FllJ1NGS foo OOC nLE IRON PIPE )J-D PVC C'9QO PIPE ~All. aE DUC OLE IRON ANO SHAll. oo.4fORU TO AN~/AWNA Cl10/A21.10 (UTEST ECmON) )J-D SliAlL BE UJ.4ENT UNlO IN ~ORMANCE 'MlH AN9/AWNA Cl04/A21.4 (UTEST EDlOa.). pCt.YEnfrt.f.:NE 'lfRAP U~O fOR CQRROSlcti PRE'wmOOO cti DUCTU: lRCiN PIPE SHAll. CCtifcml TO n-iE REOOIRf.MWTS (y: AN9/ASTV 01243. l'Hf MINlt.lt1U NOMINAL nilCKNESS SHAll. BE 0.003 iN. (3 MilS). lNSTAllAllO-f ~ ~Y WRJ.P ~AlL BE IN ACCOROANC~ YlIlt AWWA C1~. PIPE INSrAllAncti roo PVC PIP[ SHALL BE IN COOfcmlANCE 'Mni ASJl.f 02714-8J (LAf~ST EOfnoo). iNSTAlLAnON roo OUCTU: IRON PIPE SHALL BE IN CQNfORMANct: I'ctllt AWWA C600-9J. ~[g2[tQ ACnVlTY DESIGNED BY: ORA 8Y: CHECKED BY: APPROVED BY: REGISTRATION NO.: CPfI Engineers, Inc. 3501 DEL PRADO BLVD. SUiTE 312 C6\PH CORAL. FLOIUDA 33')04 rELEPllONE: (,).U) S'~,)-6J22 FAX: ('JU) 5~')-1631 W W\V.CPI fENOiN E.ER,S.COl\f NAME REVISION PPROVE~ SCALE: AS SHOWN DA TE: OCT. 1999 JOB NO.: A2057 FILE: COY SHEET NO. E.H_ T.R.K.. S.R.V.. PETER AQUART 34176 CO.D ( r; '15 '~".',r,..'.""" ~, II* <( LJ.J :.i:: Ol Ol Ol - o o i:r;j 10 .;q - o C- O ..... I >- 'C .c / o o o I - o o I ...... o "'" - / >- LJ.J > ~ (J) / iri o - C :::l -:> :::l .s::. I- . o~ SCALE: 1- - 20. 40 1 --- ------- ----------....- I . I ~ I OREW STREET I ~ I i I LDCAlIGN ~ I ~ I F TO lAY BLVO lai !;! > C c i ~ I- ~ f '" ~ ~ c I I - --- -- -- - ---------- ~ EI.ctrlc - Gas - Wat.r Sewer Garbage Ga.- Water - T elephon. - Cabl. - I D.O.T. - Z l&I ~ I I- ~ l- i o ~ f lit ~ o ~ Ml l- i ~ i '" l- i i I ! ~ .,; ~ ~ '" c I ! i j ~ u WJW ac. Florida Pow.r Corporation "r. Jerry Conrad 2166 Palm.tto Str..t Clearwater, Florida 33765 (727) 562-5660 (800) 700-8744 (ProvlcM either 120/208 3-phOH or 120/240 3-pha..) City of C1eorwtaer 100 S. ..~tl. A~u. CI.arwter, Florida 33756 (727) 562- 2460 Kelly O'Brian (727)462-6630 Ed. 239 (4- .teel low pr.....r. line approximate 30 Ib./eq in) Howard Huff (727)562-4747 (Approximat. 60 Ib./eq in) GTE Wr. Joe Vacca 1280 E. C1.v.iand Str..t Clearwater, Florida 33755 (727) 562-1132 Tim. Warner - Commercial D.....opment .... Andrea Scerlo 2530 Dr.w Str..t CI.arwater, Florida 33765 (727) 797-1818 ext. 255 Florida D.....opment of Transportation Driwway Pwmit. ..ichael Jackson 11201 North WcKinley Drive Tampa, Florida 33612 (813) 975-6271 . JIll A..OCIA?." ..c. ...-: Itl . _ . _1 ,. .11._._ I..... n*.r I __...... ~ ~ ; '...~=.~- " .., ... . . '-.' ....."... ...._,.~"...~.. ,'. . -. .:::.~ . . ..':.r..... ...... .....:..::"'. .,.."'.: \.. ..! ..:,', \~_f7" '" ,,"'" ~ ~}. ~ ~ ., *'t' .. ... _~ ., "'i.~""" ... . '. T. . '.;':'.~1",~"'i~~~' '. ~~... , '1 ,- , '. ..,. ':.., '0': ....~. C~,:,,'l"~"."':::"~~':~~:'~"":"":!"''''''':'':''' ~.h....~, ",' , . . "..i. ........... .; .,:~ ,...."'"F" "'\" " .' '. ,..'-' , .. _ - ..... ~~....,...: !:', ::.'....: ..).'!._.....:..'.... ~"t.'-- ,. p-, ---""", ... ,'" .. ", ~ '- - -~~-=-= - - - - - - - - - - - .... --- QULf TO MY IOlUVNI) - - - - - -aM L _~ _ TRAfFIC lANE (T'tP')..l . (1oo'A'=lLr-WAY) _----------...., ...-""/ - - - - - - - ---==-~- - - - -'---.. ...... --- -- -- ---- ......... '-- ~ --~- - - - - - - - - - - - ::::-====--------=- - - - - - - - - - - + -..lID ~ b Si .. - - .N~....ae-W 21.I&'(P) V ~ V ---'---!V -- It' ~\ -, ~.,. ., "-T 'T,..... ~:n.woo I -""=1E~W!!!'-~'~ -: ~ ~..~ ~".... ~;; .'!~- ;:~ fl!!} \ ~ -Lw '.~ o.u J1" .._*._ _ 01f ell!!. ~~~ - - ~~ -, ....A A .......l.... A ..l .... . - ~/ ... . __ ._ ,,? ....~ )t ,--- - - - A ..l a. A A ...1. A J.: ,J,.A.A A - 7 ........- --- L...._ "-'$ ~ ~ ~ ~ 'w / II !!iICIUll CROSSNG . .... ~ / ,. "'p lIP ""-Co; ./,/ u.. ~ I'"1W. f1 r' 2 _ _ i. in ~~~ . POIT IV -" ar:4.~lf'. ' ~~ -----:r ~ ~ '" _11- C\. N V.I'//. 6. 11h ~ · ~- /I"~: ./ ..,. - r/..I'/'/. 5 'JIlN%. P 1E 1_.:.= ~'<'::""f!J_ ! ..... ~.j ! -" r-- ~. - J "EL.l!-.JO I -' ~~ :;:.Ip""""~ I 4' .. r. 1M ~-:---- ----- ----z__....------tlt- ~I' ( IV EL :t~7 If .,.:.- tit"" l ~"'~ ~~L":f.!& ~-F(~T~l~)C[N1ER JlTHEAST ~ I,. I VEl.\..7S ~~ I IV EL 14.22:i '.. N ~]j'''-,' --1 ~_ '" I ~ x .. .. - .:1 x '7.71 .......;:----------. --+-------__JSt:._~ GO ...ll... 14, fIGj II) 'to .. \ 1 i.s \ CURB '\ ,11 1/''''''' /- :. - ~ r.u. ~ -... .... -~_.._;u-:----......: --------i~~ 1 \ ..... ~. 4t_ \ II __ ~ I' ~ ,.. ~ ... IV El ';1,11 5( \ )... \ · .... - . Q;I'" . .~,.,...", . Q ~,. ,.~ . t~ tV EL 0.11 W \ -~'::'~ .... \ ~./ B ~/> ~~; # ., ~ ., I .i1~ - .... -..... i ~(':t' .... ~. "( 0 n 'S-a-- WIll ~ -- - \ :!y~" . j~"~:I''' \'0.1 ~ N / ~ \ '';It: - ~ t w.' 63.6' .:.:...." r xaJl x_\ WAY'/ ":.,' RQ~- \~ ... 1-1 1I .~ ~ t- 'VJr-- . ' .fI' ...... ~ ~.',::.'. ..x 17.1' \..aP' 7 ',.';:1' J "'.. - _ r:J I CC. -- , '~I ~ ! . ~:~ ... ~~ ;~( :\ r - - -A · 1 I ~ · I ..- \ .. "i~", '\ -, 1 \ II -...' i ~ C~ I ~ I i a11x \: xl7.. I;t~ ~ \ ,~~~: t~ : \ 25' i .,,,, I ~ I~\ I~ ,~ ( Pt ". 0 ) It I..... I \ i +' Ii · · ,en ..... / \ It)j ~ II '.~,.. I \ I II 1 STORY WASONRY BUllDtNG x ::.:~' I I \ ,i - - SToIIl a.ar- - 10' : '7.77 {' \ ~; '1175 ~ / /' \!'~' : \ I I - o ... EL .7.10 '~~ In Ii / :'",-:.:: : \ I LOT 4 _ _ ~ _ _ =-, ~:.~Ut.lri-(~ .....i $117M >~.:~.'.. FINISH FLOOR ELEVATION - 68.69 .. ~'*G ~:~ I \... ..' IIat 1 ia ~ .... I x 17.47 " "!""'. , '. :".~ I _Alt: I&ET ~ .. EL .. If Z 0 N E 0 I :~ORwIDRAJN .;..:~. :\;-" - "'~-/"~aJl +~ I :r~EL:kt~ ... ~ \ :v ~::: jl C I :10' (PER ~LAT) ./::. -I ~~.~OUND :~. .~ I tV EL ..1 E \ I \ , ..: . ~ :; I..... - ~... I if \ .. · I...i l :~~., ~ ) a. EJ..EC'RIC IOK .. WElER--- ,~~" tJ ,-/. _ _ - - -1- T~ - \1.\ .J]~ \ ", .2i :,L}.' 61.3' e;? ~.:.'. 7~' SHUT OfF VAL~ Ul.'. ~;.:.l)i~___&, .. 71.S' , M.. 1-- i~ .... I .,~"\ ~.:'" "~:{":':;..~ . ~:':,"'.:"'.e1.:..:,. ,,' p~ (\. -1'-'-.... II.J"~ : _PIa. 1.1 ~ x ".>> .~. ': , <..-(.:. < ~:':. ..: .t' ;: ~'.;~.* ~ f.l.~~' ~ ~S8f4 - - . -~ I. ~ II~ .... , · - I ~.:. !' ". .,....~ -.-; '.:;'. ..... '.#1.1(.:"'; . .1 ~~ .J _ - -...... _,.. _ \ I ...,~. "". ;..:...~i .:.... ..' ...... . "~:" .'.. ','. - '1l >(11 ,..... I _.,. 4 e ,." ..', .~ _I.'..... ..., :". '.' ..,..:.......~:..'-. II U1i ...... -I>- , ' ~ 1 r . .r -< ":# I .... ~ ...... ~ rt"t. <3 ~'::! ~; ~ -, tr..,' I . at7 / ~ --- !'n -- , I ~ SlEEL ~'.J '1~ .. 611'1.~ , · -'& i 1\ Ia , \ / ~"'- ~~-:t.k ~ / I . 8' 01_ LJNI( GAlE .,,~- I ~ I · I / ..L. · , \ I · I ttU IV EL 14.. f\. l: ~ x '7.. S1Ul POST '\ \.. ) /' ~ El 15.~. ... , \~/ x 17.D 1 "\... 1I I ~ ,;,~o. '* __ -'" x a- \: ,v EL '1.70 , x all · ___ I . ~ "".. 17.. x II'? ~ ~'* x ..tl I{) 1- 1- .; ~ ~ I : \ \T .~~ :: :l /: :i _r .1~:~; ..oj Ir~ Fl. 1-< tlI / /,..,.. 1 BUILDING SElBAQ( UNE (T'tP.) -- t ( ::"."" ~... II ~ - I loe - ~O\.- II ~ -.:< - '''~' ~ ,c.... I ..... I ,) ~-- ---- --- :-~~ ---- ---,ll/ - ---- \~... i!' .- ~ ~t 'i'- .I ~;::. :: - I ....... ~w ~T~ .....~ _ __ w L,q ...., .. · ~.~ 1- T . '50.. .. , iiiIl'.' " '" a71 .... a .7.'~ I ..~ ~~~ I ...... - ... . ~ .."- \ 0 I =!~ ~,.' '-.. IVUf." ~ -. ~~- ~ 1=.. . ~ ~ - '--..... Ia'l.IW \~ x "... : ~ c ~ 1 -------_~____ ./ / \J - - : . ~~. -... 1..... .....__....__..... .... :o..~. I, -_ _~ /. (It . '. / ' --/"'-) ___ x_ ~ ~:.. , (.". -l~~:':'::':::""QR;.w:-iiiT----------..l(.mr-- ---~. ---- --ilt-;;-;;;-.l":R--- . , .,.. El .5.00 . .... EL 14 57 I IV El 10.21 5 . IV EL 1lI..7 If , IV EL lO.t& W ~ 'IV EL 1lI.,1 5 -" IV EL 10.37 NW . IV [l 1lI.t3 w ~\ IV EL IO..JO [ ~ ~ IV EI. a07 E , ... ~ ~ , ~ ~ Ii GIIA'IE INLET ... I .,.. EL 15.22 ..., IV El 0.07 ~ I . E ..;:;:;; " z < "'" ~I-~ ~;~ Q:: '" Q:: g<1.aJ (I) we:- -- --- t. . 17.... x . . . - I . ~ . \ . ZONED c LOT 3 ~ I. . r~ fllr""j'[". I ~ ...n:It '" ...... . .. '" .. ... I '" .. .- . '" .. .. I: . .. ~r. PURPOSE: PREPARED FOR: ICUl)MY . TCJlOGIIMIHIC SU\lDtY (6 LOT 2 GULF TO lAY ~ CENl[R MJTOZONE. 1lIIC. 10 ........ A~ w.m,hia. 'TN >>103-2107 . 'f\l TIr ~: lot 2. GUlf - TO-SAY SHOPPING CENTER, AccorGing to the plot thereof, recorcMd in Plot Book 14, Pote<.) 15. Public R4ICOrda of PiMIoa County, FMwicto. WETES ANI) IOUNDS DESCRiPTION: ....... at NortttMet comer of Mid Lot 2; th.,c. S011"~-E, ..... tM w.t ritht-of-woy 11M of Owlcen Awnue. for 110.00 feet: u.noe "..'151.W, for 200.00 .....; thenc. N01'OS.10.W, for 110.01 feet; thenc. SII"4I'4-rE. atong th4t South rltht-of-way line of Gulf To Bay 8ouleWlF'd, for 191.80 f..t to tM POINT Of BECltjNlNG; and containing 0.871 ocr... more or I... I -. TIt 88 Botta. Brush Tr.. (P) Plat Palm Tr. ~..) W4MUlUred Q Llght P_ D) o..d C"Qa Power Pot. .. Guy Wir. Pofe ...... Traffic Sign .......... HoncicapfHKi Pning Sign .- .......t. .... Water VoIw ~ Fir. H~t 0 Storm Drain Wanhote .0 Greaee Trap Sanitary Sewer Wonhote to · GTE C". Sox - .0 Sanitary Cleon Out '--^...A../ Htldte aw Bench Work CWP CorrugeUld ...tot Pip. DIP Ducth Iran Pip. Ref fWnforced Concr.t. Pip. IV EL InYert a.wtion FIR Found Iron Rod SIR s.t Iran Rod With Cap LB 2610 Pt(NMl PI< Nail _ DWt R/W Ri9ht-of-Way SAN Sanitory Sewer --eM- Gaa LiM - CNer Heed Wir.. -w- Water l.iM -.- Sanitary Sewer Lin. -..- GTE CalM. Line -ac- 3 Florida Power Company Lin.. ~ 1) U. of thie Surwy by an~. other than thoee to whom it I. C*'t1fleG. wilt be at tMir so&. riek witnout IWMllty to King Enginewlng Atleociet... Inc. and tM undersigned SurYll)fOf. 2) This survey ... prtpOfed with the ben.fit of an AL T A Commitment by Firat Am.icon titl. lnauron~ Company. Alent.. . No" .-02576-3. having an .fMctiw dat. of Way 3. 11M. ZONED C 3) Ther. may be additionol ....."...t. and/or r..tridlons affectirMl this property that may be found in the Pu~1c Records of this County. 4) No .xc:aYOtion of underground utilitiee, I.E. water, electric, t~.. caWe tv, goa. .tc., woe performed to confirm th. locetion of tn_ ..letence. unl.. oth<<'wiM noted. 5) .....Inge Ihown h.-MI'l are bOMd on aaumed datum, more IIptlCiflcaU'y tn. WMt right-of-way lin. of Duncan A~u., being 50111.'" cae rtlCOr~ in the plot -GULF TO BAY SHOPPING CENTER-, Phlt 8cNIk ..... Page 15 of the Public Record. of PiMItGe County. Aorida. 6) Th. 1NM'W)fM parcel liee within flood zone X aa shown on F....a1 Emergency ~...t Agency flood insurance rate map community poMI No. 12S011 001' D. Laet r"ion date: Augu.t 11. 1.1. 7) E.....tlon. shown hereon are in f..t and are boNd on Pinellas County INneh .... , 1233 dnicJnated -er..z. G., located at the NorthMet corn.- of Gutf-to-Bay Boul.vard and K.~ton. Drive, hoWwj a puDl_ed Mwltion of 71.541 f..t. Unadju.ted. 8) Underground utlit_ shown hereon are baNd on the faeld location. .. morUca by utlity prowtera. 9) Subject to r.trictiYll co~ant. p.- O.R. 5302, Page 2206. 10) Sit. is ZOMd Commercial C; r.toil .tor. i. permitt.d. BuHing .tbock: atr.. 25 f..t; r.... 20 f..t; aide 10 f..t. Parkin9 5 apocea per 1000 squar. f..t floor space. 11) Sit. hoe existln9 .torm outfall into 30- RCP. 12) Sit. is curr...tly platted. 13) SfN"inw.. .)l8Mm not located or .,own h.eon. 14) LonG8CQPin9 Ie in poor condition. 15) Sit. contain. 0.171 acr.., more or I... or 37,954 square _t, more or I.... 1'''- .~ Aut.z... Inc. Fintt Am.-icGlf"l Title lnatranc. Company ~ Not vaMd wUhout the I' Florl4a k...d Sur of a 407-001-000.411,412 --- 1 543 .....- _. 5/17/89 ... 1 . .. .. 1-.20' ... - " ~ ~" ' ,.... ".". , . :f. :..... b (,!) d /' ~ q\, .... J . , . , .~ ,- ~\~t..:'.:':;.' 1.' . . ,:,A- t' ~. ~"'r ~, , :i~. , 0'1 lof') en ('I') co <:) .... ,0 '. >. ' ,Q ",' ,;Z: , ,~ ~ ~. i' , ''0 """.~" "l~ A'" .,~!1' :'N AS ,,'~' . ,~, , . rgOO@@O@OO &OOIID @rn[Q)O[Mt]~OOi1&LfO@OO ._----_..__.~_.~-~- _ -------.-.------------..--------+----. -- _ ..---'~-- ~--~ .-----.-..---- -. ------ -----~---....."--_._~ -.------- @@OOtflm@(b OO@1f[g@ ..-.- ~,.... ......,.... OM. ....... ... &.JlMIr. teIJ .' t1A)c. ---.-- ----+._----_._-------_.~ --.--------- -..--- -~--- ~ -----..... C'~) I ' :uY!lpJ~_gOQ~BI1.m.~~~~~ FOOT INDEX NO. ,. \ ..._~ . .# . f'IIIOIIIt TO MY ~ ACTIVITY TIe ~0IIt.w.L, INMALL 8IlI06IGlN .-D tIDI.-n'A11c:1N ~ ......... ~ ON TWI ~, ANI:) ~ ftOIIIt .. PDOf ICII!X NO. WI. ". ~nu;r1ClN fIIIla~ 11.1'., TIe ~........ 0 ~~ y QI!(X TIe M)I WNT~TIClM'CClN1'IlIIOL6 AN:) ........"... All ..211 -.r 10.... TIe1 N CIiOClO ~... ~ ". ~0IIt~ AUO ~ NJ!'1'a ANI) onet..... ~ ....,... e.:>I"8f1'A1'ICM a..- ~ All ~AILI!D It PDOf'1CIIDC NO. ... ,... ~.w.L c::c::M)UC:T caIIIOlIC) 6TAllLIZNi ~ o-AWG. _w_ ttl..Cl." Me) eot:lOM:t) All 80CN MI ~ ~.. fIMAL ~ (1f' TIe tna. ~... c:d"P\JITIClN Of c:aoe'MJCTICIN ANI:) CCtPLI!'1'IO 6T" 1Z4'T1ClN (1f' ~ I!fIllI:*ON ......, 'nil ~'e..w.L ~ -=* -.rA11OM ~ ~ ANI:) CU!AN AI) .4. ~ /IItt'( AMA6 A'PI!-,'" BY 1M! ~'nU;I1ON ~. " JII 'lOr .. WVATIGlN 8I!CTlGlN <1'1.J '! :i \ \ \ \ , \. \ \, ~--' ...-- .."'._.--,-.~...-~...... ..,'''' , ,_.:_,_.,, ':-(':)N~~~[c1i- M'(OiA.t~-- '''-.. ...... ,-.. ----.- ,-....--....... -- _ ____......--r. ~.--- __._____ ..::--__._,~.. _ __~.__-_ _._,_~_......_____A._"'__~_,_~~, ' _.- -- --.---- ----.---'...." '-"--' ,', -,.., ._~,~,..,-,-'..-...., ./ --' --....-. -- - - ..- \ "'" ~ " 1) 0 \ ~,~ \.., ,~(<\ (\ \() ~. \\\ '\((\ ,'I ~'.... "''\-') 'i, \ '7. \J '\ 1(- \ ' \, .-. __.._~___ _____._.._- ,._. ......-',___ _ __ ...._.__.......---..- ___.-_ _0'" I f: .. i " \ , \, ~_._,.::.~,-~.~--'-'-_. -~~.;.--~--- ~~_.."--_."'-'-- ._--'~ --~.-..-_.__...-~. \ : :-< Ai-t Ie L,A, ~'4 [ (; -(P '1\ ---, , , ,._L_.. GULF TO SAY BOULEVARD (i co' RIGH T ... Of, N,4, y) , :' SPI j A.U ' \. \. (,l::~H '\ i __..,.. , __, J__, _. ."-'-'- -~_. - -~- ,_.. ~'CINT d= BEG'NNIN : 'J r \ t N44'S9'26"y. :~'U)5'(P) \ : t'N44<5~~I1;W'ilb0(~j I '\ t";..l -;,\N MAN!1Olt '" \ / 1'-" .:TOHM 1.\~"'1')1l RiM r.L r.! l't; ) I ., ',lORM p,p, f>lJNS ,I. ,I IU9~ "i \ / ~~;::; )t:G~\uc,H ,:. MrH tV [1 5:.5 i9 ~ d \ ~ ," ,"') ,~..'lT-l1 >) Iii f:.(l'!iJ f' \ .- -', I,'ii~- ::'li. -: -;:-."::'--- Clt'-:-:::,_: '':::':--n:-- : !'"5it:-:::\. _/ , /' _,~' Vi'" .' - . ~Ll . --'... ,-- "GJ.. -"--- "'- ~ <','\ i"'G"--\~" ~RA~-,nN(' ---." "'I'~'~Y~~~"'- -. ,- \ ',\ . I .)1 "u' " __')1 . - -t'" - ! 1 bX}" " SiGNAL. 8,.1:( ~ :y.+ . ~/ /! \i ~%,/' GL'Y POt:E.. " /' /1/ \.1': \ ~X \ ,.QI-\f' I / t : j: b ).~ \". I l' \. 11 I r '! \ I .... (. "'ll ! ' \1 I .. ['\ , " ~"1(ji;," t4'\"It ')1.1 , \\In I.... ' ~. < RlI. "L 67,30 \\l \ ~ t~pj ; j ': I, i iJ ~ :3.J ~~ ~, . .", ~ '- Ii 1 \~' , fl rl1.Q/ , !' '~,,~l,./ el' ".' 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IIIJh' a:IWIB falaenE LDCA'fI(Jtt Cf D8IID UIIJIB. 2. c::I&IfI'B...., H fII.DM).A 8fA1Ulll file Jlt twAT At IDCNADNCIIF'Y' ALL 6116U11.1M1 A ttNtU1 Cf 1Ik) (2) .,...00llI MClIt TO ecAVA..... s. 1Ml ~ aw.a.......AIJ. MIIIIALt. ~ .4 ~... At) .W.. ...-,_M ~Y D8tClUftCIlAlC)""" Cf_ ~ ,...,.. M) lIII.nB." CII M ~.. AI) Eel. ..-. (i) Save and p'cMct ...u.g v.. and root ..... @ .-ov. SKItUng tIUlldIrg and blldatlcn o ~ ...tlng ~ I~ and".. @ -.ov. III eeltUng ..".,. and. detlrlt IdtHn AAozcNlf ~ (!) ~ ...t"9 tIeI...1ea o ~ exltUng CDnCI'ete arb @ ~ SKltUtg ctrv.ag approaa. o ~ ecltting Iephllt @ -.ova edttlng uUUtIet. ~ ..th uUIttg CDIIpMJ. (ees utll~ plan CI2 fDr p'cpoa" utlhtg coned.lonIJ @ R8nove eellllng 619' @ ~ SKltllng etut off vllve @ ~ ee16"'9 nre 1ht CQrftIICtIon @ ~ SK'lllng 9'81" trip 1III't1o'- @ ~."'"'9 ~ c:Ieanout @ R8Inove edttlng 1-' pott @ Pl'otect and live exlttlng alv.a~ ~ @ .-ov. SKltllng c:onc:rete baN @ Abandon .,tlng IIQftItQ' _I ".. eufUI1:>. @ ~ exltttng Itgi poIee @ &avs and protect exlettng ltor'IIIII~ ttNctLre and .' f'Q>>. @ &avs and protect exl6tlng II~ @ ~ SKlltlng ~.... @ Protect _Iftlng aanl\ar1l.... cleanout and ~ I...... @ Protect exlttlng back. f10lu p'evenW devlce6. @ Inttall lilt fSlCa prior to the demolition. 6ee detail tH6 ..... @ Remove tree and root 6!f6te11. ... .. a:ICIIUCraI. .. -L..' 10......... .-., 111M .. ~ 10. CIII'QJIIP. c::tJCftUCD.........,.. MOl' CM.Y'" AIICM..-..:>....... AU. ~...... M B.L'" OHMIE .,..A....~......1tlY aa~ IUNOr LItI8) TO.~"'" JIIJ.6. "'1lI'OII. Q.D .....l1C. .. fIMlIIt TO MttOV... Cf __ ..... CQIIIItACII'QIt....T C'D'fU1IL Y DIUIN _ M1811O... ~ MlfA1Dl TA<<. FOR~ TO At........,.,., LDCATICK .. ALL CMI1E IIQIIUIIIl:QI) ~ AI) ..... ttJIT . CX'IftI1I!LY MtQII) M) CMltI)CAVA'IID f!Jr A..... ~ I' !8U1N M ~ cx:MIItAC1at awL" J#fWNfD fII.LN....1IIM. FOIl....... ...... .... em..- ~ faI"~ It 1ME toL .-cw......1M.L IE Cf CUAt.... Me> AMMIO CUII.4-. AI> aw.a.. PUC8) It ux. LPII MOl' E- ....... r It NCIQ8e M) c:c:It'ACn!D 10 AT LIAIT _ (J1. M! ~ ~tWCItI'I DRr CBMY (M1H o-II'U tALL"'" -....... AI> lftIJI8.... _ NOr TO . ""t... ...,., M ne EXACT L.OCA1ICJC. ~ M ,.. Cll.l' ~ACL.EI1MAT I1AY OCQItCII H en!. ~--- CQI)ITICJtI All) ~ IIftI c:.tUI1CM Mall) Iff'( MCnCPA1II> ...... GI't'I NOnCI TO ALL lIIlJ1l' c:cIP.......... ~ All> IIII1l'NAL Cf ALL 8W2 ue All) CJI' ALL LIe&__~II1WM!'" .. ILJIC:1IIICAL. ~ CAlLI All)Gt6M LIB.... TO. ~ ~IIB.DCA'" 8IW3.. ~1ID 1I1N,. AfL.lb.r \II'LI1Y caP_. ACE'QlA1! lie SWJ. . ~ fat MLDCA11CII AfI) c::LClE CCliClIIlDIW1CIII1W ,.. UII.ITY C'DPMr . A..-rr TO ~ A 8100IN 11tAel1IClN It ururr ~ ~ ~ 1il*U41! ~ FOR J _It_ All) r .-. thl, AT ALL ... eeaIII ne ..It A \1IfIiM 10 INfJD ~ TO ...... M) ~ ..4, M)""" ..1.A 1::. ,U2111W H.- Cf M) ~ TOAD.W8II' M~ ..,. All) ..'UI 8tW.1. MOl' .II'.~" Y ILtXICII) 8Y"" M) .......,. .. lET c:x>>I ~ K1.6 AI) DI!III& CQIIG CIttClUT1CII AI> L,.(W)II1D 0fIBIA11CIII TO ...... TN! .-..AD ~ DUIr. 1 _ A ~ ......tIMCIIIr ca cctaII!1E. TO IE ~......,..~ _MMI... atone CI!VIC8.... . 0 ~., t~ CII ~I"'" DEMOL.ITION NOTES t All IIIOl'ic. to be 1~11etwd In ttrlct ac.c:ordMc.e with III local OI"dtnanoee. city Dr .tate. 2. Ultttot the Mb~ P':~ the Intent 'e to hive I clean, clear llta. Free or III edtt1r.'9 .... noted to be ~ In or. to pennlt the CClrlItrUctlon or the ,. projec:l 3. All ftallt not.ed to be ~~ the _. wit be a~11ahed p-Ior to the cfot or the real .tate trln6lCtlon. All ottw ftaN to be ~ aha" be done eo II part or thIS contrlct For generll CQMtNcUon. 4. ~.II utllltle6 to sxtltlng Itn.ICt&I'. ....... ehoIrt :.. ~ ~~ ~~ I.. at the property S. For III "'- ntMd to be ~ . ~ -=' .. thI. 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" ,. . . . -::- .', . , . W,,',.... " , ' ..... :s WD o :a-;.r. , <f ,;..\~....~" l~ '_~ _ -, _ -t~:r:;;;:- "'!.>'} .:'~ ::;~t "~:~"i'~ , "1;_" ,,~ :~':'~if ,- '- . '\ ;\ ----1. ")::;~ ,I.f<!ll 'Y~ ;?~~~ " , -,:'~-;:"~ '1','"-,,,'... )f:C~:i \:~ . ~ ._;t.~~~\:~ , H'\~ , /:~I'~-i , ,..ih~ '~'l '.cS:~1 ~iI . "'-J.' -~~ ~:..;~~ ~}iJ . , :, <{ <{ :::E O'l O'l O'l ---< (Y1 ~ (Y1 - co C> - C> > o :z: c o :::E - a... en -l - en ~ "0 - r- ID C> . (\J <{ - en !Xl Cl -, . . LIve oalc. Crape ""Ie lUaehlngton Pa 1m -It 1. All land6c:ape area6 to be graN common to rS(.:11on ~ uh!re otJir plant materlal 16 called for. 2. All hsavll~ planted area. to recslve automatic ~nent I"Isatfpn. Contractor to proVIde de&I~ aawJng' for approval prIor to In6tallatfOn. 3. All treet and etnb6 to be planted Tn mulch bed. wIth edge 6trlp6 to teparate tu'f graN area.. 4. GraN. IrrIgation to extend from P.':opert~ If_ to baac. of cIty 6,1dewalblana/ornd all ClI'b6, pavems'lt -aag., 6Wc1., a detentIon area6. &. lnetall 1 1121 dla. PVC pIpe 61eev. unre I"Igatlon 1_ cr066 or are lI'der pavement. 6. For a":lland&c:ape area 60 de61gnated to remaTn iIhsthl!Ir on or off .lte, remove weed6, r0c:k6, COl'I6truct.lon It.em6, etc., then &c:arlf\l area, reeesd, and fertilIze. ROm. ClI'b lnd gutter. are to be cleaned of debrl.. 1. FTnlehsd grade& Tn land&c:ape 161and6 &ha II be In6tallid 60 that ~ are II lower than ths top of ths 6UrT~fhS curb. 8. PROVIDE A UEED MAT FOR ALL PLANT~ A~A5J1J ---..-.------- --- -------- , =f' C~~ N. I t== F".. ~ I 'I t==' : '= /1 '~J (~ ~,/ en ~ "0 IS' FROPOeED FUTU~ UTILITY .,"~ SIDEWAlK EASEMENT I- . -_...... ._..... ,_,_,.., ..... / 'S~80(H -'.~'~ " ". X "X~ A ~~~~~~"~~~ :x x " " (1'"'"" .-11" raco:.J " ~ ' I X_ , r uor\..J' ~ I'" '" ""~ ~ ~ ~ ." I~'~. ~'''-''-- . 'l/>;i ~ ~ I ~ / 2'...." ~ ." ~~~,0~ ~A~>;~o. ~ '" ~ (')..'.'... {' I~ ~t -'" l\ IT\ .' ~~ ~ "":) ~ ~ ~< ~ ~0 .I .0:~ ':--e/ ~ > / ~ ~\. \", I "'-")<' , UDUIl [\)< - ~~ ) 1 '. ~~ >1~ :~ "~' .~ ~ ~ ~ ~}X:lI~ . xx ~ ~ llf" _, x x ,- ~ rT I xxx ~ , ',4 4 ' 5andankwa Y1b\.rrun IndIa ~wthom ~ o 'PetIte M' Oleander IIIIIl 'Varle~3' Ja6llln ~ Evergr... GIant nm G:!:l Cape Plunbago 5ea Grape PLANT L1&T IZ?ZI E:J Sod GUMmTY ICIlY ear~ NM'II 8IZII ~ 32 OJ COCCOLoeA UYIFEfItAI 3 GIAL. 24' WT.. ..... ot:.. eeA GRAPE 11) LI L~T'l'OI!MIA INDICA! e GAL. 6'-.' HT..I"k.ILTI-~ CRAJIIE MYRTLE 414 LIIItIOfDE ~ 'EVE~ I GIAL. ." ot:.. GI.ANT'I E~ GI.ANT 331 NO NERU1 0LEA0NI:>EfltI 3 GIAL. 24" WT.."" Ot:.. 'fIl!TITE PINK' OLEANDeIlt &3 JDA fDLl.t'IIS.ACiIO AIJIltICULATAI 3 GAL. ",. Ot:.. CAPE fDL\.I"leAGO 16 QV GJ.JER:U6 V1RiINIANAI 4' CAL.. 12' J..fTX4-5' 6Plll, 5' C.T. LIve 0,61(, ~ RI ~IOLEJDI& INDICA! 3 GAL. ."-24" WT.. 24' ot:.. INDIA ~ 54'!! TJ TJltACI.ELoeflEflItU'1 JAeMINOIDE I GIAL. 24' ot:.. tY~E<i' JAeMIN ., va V1eutrN.t1 eu&PEN6I.I'1l 3 GAL. 24' WT.. 24' ot:.. &ANDANICWA V1aRU1 , WIlt UJAeI.IINCiTONIA ~TAI CoT. - Ie)' A& &I-fOUN UJAeI.IINCiTON JDALM LAN09CAPE NOTE6 1. All plant materIal &hall be FlorIda 1\ or better a6 outlined In IGrade& and 5t.andard6 for Nuraery Plant6 I FlorIda Depart.tnent of Aerlcultll's and Con6uner 5ervlc:e6. 2. All planttng bede &hall be top al!J6eed wIth 21 of 61Tedded cpS66 mulch. 3. Sod &hall be &l Auguetlne 'Floratam'. 4. In ths event of a varIation between ths plant ".t and ths actual quantlt~ of plant6 6houw1 on ths plan, ths plane &hall control. Gl.' F- ':'.] B l\ [3 (. RD ,< >< 4, I ~ ~, ,~ ~ ~ ,~ [' -, , I ----- ~ ~ '\ '" iIIIa. .t~~~ ,. ....... I I T - 1:= / ~ \ \ t'\ ~ o ~~ ~\ ~) .- ~~ + + r+T l'\. ~'\+ + ~ ~'1t . \ ~ ~ ~ = ~r z ~ ! F \ ~ c:=::::::::::ac:::=::::::::Jc:::=:::Jc:==:::Jc=:=:::::.E::::::==:::tc:::=::::::::Jc:=::::J 00000000 o - fGll.N)An~ FLANTMS ~+ + + + + + + + + + + + + + + +~ CD + :: () '" :: CD + '" :: ( ) '" I i) I ~ ~ CS' l ~ I 1\ ,-0 n ~ ~ '0' ~ \ 11--.....7" -": ;/ --~, -;..-; "'-I'- ~ ---;, : ___"H_ - '.1... i J+JiYm'"IJJ.ll.II'i1 III rTlll 1'"'1 IlmTI I rn '-- N88.41'S~../ 200,00'(1'iI ~ - - - I II ). '~ .1 ~ . I~ ~7iJ - -- BLDG. AREA = 1,234 "t.rt. PARKIt(; SPACES = 32 FINI5I-IED FLOOR ELEV. = b8.4 + -+ '. 4. . 11I1 ==~-==-== JIIrGpclMd ~eMng to be ,...IW ~~ NGrttI~ 1M (@) 8 8" 5 8 6 6" @ ZON~[) Cc~:, -- PONT OF BEG'NNiNG ~ :x t <1 <I ' ' 4 I ' <I. 4 , 4 ' 4 INATEP I WITI-I CITY CIF CLEAIllW4TEJll . ZONEr:) ~, G . \. .. NOV 0 11999 ~ haM to 160late wIre from tMIc. (.. .takJng detail) 5t.atc. to be to tree above nf'6t latera I branc:hl!J6 but no hIghs: than 1/2 ths tree heIght 3 I to 41 of Rllch See note6 and tpeclncatlOf'l6 ~T01WN~ m eM.ft ... CANCPY'. ~ lEE CEfAlU ~ 1 ET 6TMCIl6 'If!RI'ICAL ~ ~ AT ME JEtiUT. lk: lIE 'TIt) 6T MCIl6 fIEIlt 1f& @ Tree wrap'. 5ee note6 ana tpec6. Remove burla~ from top 113 of ball NT5 Cut meta I baelc.et. Tn eeveral area. to extend 181 below tree p'lt Tn \l'ldl6l ~~ -PL 4 T~E PLANTING *i o 5TAK~~ PLAN DO\ble 6trand 1\2 galv. wIre, neatl~ Wl6ted 5t.akae a. epec'd. I (3) per tree 5TAK~ DETAIL ~tng cable 6SCUr'id wIth cla~ at tpeclned RJbbsr ho6e c:haflnS Quard ~~1 coTor T~e a. &peclned GU'r~ CABLE DETAIL NT5 S T~E 5T AKING AND GUYING AMTEK or ~INENTAL locking valve box and cover 51 AKJt.ti R,a{ri,Ird qUldc. coupler va Ive (Only where 6hown onpIane) Flnleh grade 160latlon va Ive NI6CO .,. -2g IP.G.v. Dlcoa II 'Y' niter Adapter PVC CL-200 41 to 61 ~ pea gravel Tn box NT5 RE6-F1L VALVE, ~GULATOR, ~ FILTER Prl!J6.Lre t~ vac::wn breaks' wIth valv. 'Y' .tralner (3f/) me6h) -100 M6h mln. - wIth emllt eytt.em.. g.z). elbow Pr.6Ur'e~ vac::wn brtiaker wIth valvl!J6 Tp 1<' hard ~ nIpple (length at req'd) (~J PVC to I"Ig. ~tem PVC from meter In6ta II ma Ie adapter at requIred ~I't Tnlet . outlet. nutng6 to maIn line ttruet bloc.b a6 req'd. NC1IEs 8IQt DRAIIti6 TO I!lE ut1IT1EJ) FOR ." CiA. E>ftAtI)ED 61!EL DIAI'1CII) I'E6H CAliE unw L.OCICAI!LE LID AfC) MC:lIHl'ED ... CCAC1lETE FOO1Ni6. I"IN. Cl..EAlItANCE 3' TOP, e" K&. lCQl1lUCTOR ~ f'NCMDE . "TALL PRmCTM: CAliE . flIlIO\I'I:lE 8IQt DIUIIHi6 TO I!lE 8lIlI'1ITTED FOR CI1Y JfIfIfItN4J NT5 YAalM 2 FRE5eu~ TYPE VACUUM 6fiiKR NOta l CO NOr JIIUE~. E>CEI"r TO IIiEI'ICM DEAD ~ I!R::tC!N I!lIWOE6. 1 1WN I!IUNaEt AfC) FClLIAGE eNOl' ALL I!lIUNCN TP6.I1SY 113, JIlET..... NOJIt1AI. FUNr 8WflE (E)CEPI' E\eWlEEN) 3. IIiEI'ICM I!llIlUP FR'J1 TOP I/) '" ML. OR unw CQ(I'AN!Jlt A.ANT6,1IiEI'ICM f'01'6 AfC) 8A.1T MJ.6 /Ij eFrCFED. 21 of mulch Plant mlxtll'e a. 6pSClned Sc:arl~ to 41 depth . rscompact Balled. b\.rlapped etnb6 NT6 ~PL @ 514RU6 PLANTING CPH Engineers, One. 3801 DEL PRADO BLVD. SUITE 312 CAPE CORAL, FLORIDA 33804 TELEPHONE: (941) 548-e,tfa.J, ,.._...1.........:. FAX: (941) 549-183~, .,,~ WWW.CPHENOINEER ~~," A fl: 9a LL..... 8~ .....W .W .~~ ~ ~~ ~-:.IZ @) ~W ~ ZI- ~ 2m N -:E ~ 90.. 1'5 ill 5~ i~ ~ ~ ~ o oj :> ~ a ~ ~ ~ (g) CD i ~~ .. ~ <> I i1!i ...~m ~ c:) "::'!C :J i m I IOl.. ~ i I ~ ~ ~ ~ I ~ SCALE: 1- = 2C1.q' REVISIONS