The URL can be used to link to this page

FLS2002-09065 FLS2002-09065 CAR WASH ADDITION 23055 US HWY 19 N View looking east View looking south View looking north from northwest 23055 U.S. Highway 19 North FLS2002-09065 View looking north View looking northeast ... )-. . ' _ .~ ' \'..~j\ly. I ".~ "'. - '~.~~I';\~I'...~,...JL ~." "~__"';~r- -d'... "-'-'. ~-, J' -, ... ~.' i " ____ _ 1~.I. ~, ,; .~l_""'.~'---:;rlO' _~ ;"..,.,:".. . .....1 ,'::::'7" ... _~r.\.(rj -., ~~ ..--~-"..' ::~ f. 1~~~:t.:>~~~";~~:J~ View looking west . JOB: LOCATION: . 030-53,01 BP RETAIL FACILITY US Highway 19 and Coachman Road City of Clearwater, Florida 10/24/2002 DATE: Site Data: ACRES 0.7507 0.5275 0.0766 Site Area Existing Impervious Area Existing Impervious removed and replaced w\ proposed Impervious Existing Pervious Area 0.1466 Proposed Impervious Area 0.5602 Proposed Pervious Area 0.1905 I = 10.56 IN/HR (25YR - 24 HR Storm Event-Zone 6) PRE-DEVELOPMENT CONDITIONS Basin-Pre Pervious Area Impervious Area Replaced Impervious Area Area 6,388 22,977 3,335 Total = 32,700 Weighted Runoff coefficient = Weighted Runoff coefficient = C x Area / Total Area 0.76 S.F. 32,700 22,977 3,335 6,388 24,401 8,299 .Q 0.2 0,95 0.475 C x Area 1277.6 21828.15 1584.125 24689.875 Q = Coefficient of Runoff x Intensity of Rainfall (IN) x Area (Ac.) Q = 0,76 x 10.56 (IN) x 0,7507 (Ac.) 2.054 POST-DEVELOPMENT CONDITIONS Basin-Post Pervious Area Impervious Area Area 8,299 24,401 Total = 32,700 .Q 0.2 0.95 C x Area 1659.8 23180.95 24840.75 Weighted Runoff coefficient = Weighted Runoff coefficient = C x Area / Total Area 0.76 Q = Coefficient of Runoff x Intensity of Rainfall (IN) x Area (Ac.) Q = 0.76 x 10.56 (IN) x 0.7507 (Ac,) 2.054 Q pre = Q post Stormwater Management System not required JAMES WINTER PE . JOB: LOCATION: . 030-53,01 BP RETAIL FACILITY US Highway 19 and Coachman Road City of Clearwater, Florida 10/24/2002 DATE: Site Data: ACRES 0.7507 0.5275 0.0766 Site Area Existing Impervious Area Existing Impervious removed and replaced w\ proposed Impervious Existing Pervious Area 0.1466 Proposed Impervious Area 0.5602 Proposed Pervious Area 0.1905 I = 10.56 IN/HR (25YR - 24 HR Storm Event-Zone 6) PRE-DEVELOPMENT CONDITIONS Basin-Pre Pervious Area Impervious Area Replaced Impervious Area Area 6,388 22,977 3,335 Total = 32,700 Weighted Runoff coefficient = Weighted Runoff coefficient = C x Area / Total Area 0.76 S.F. 32,700 22,977 3,335 6,388 24,401 8,299 Q 0.2 0.95 0.475 C x Area 1277,6 21828.15 1584.125 24689.875 Q = Coefficient of Runoff x Intensity of Rainfall (IN) x Area (Ac.) Q = 0.76 x 10.56 (IN) x 0.7507 (Ac.) 2.054 POST-DEVELOPMENT CONDITIONS Basin-Post Pervious Area Impervious Area Area 8,299 24,401 Total = 32,700 Weighted Runoff coefficient = Weighted Runoff coefficient = C x Area / Total Area 0.76 Q 0.2 0.95 C x Area 1659.8 23180,95 24840.75 Q = Coefficient of Runoff x Intensity of Rainfall (IN) x Area (Ac.) Q = 0,76 x 10.56 (IN) x 0.7507 (Ac.) 2.054 Q pre = Q post Stormwater Management System not required JAMES WINTER PE , , , u... ~- U U --'.. ~ 1!Il~1 -_.-'..-- .... --r- II. --ill "'-- -. -- JI - 6111D"" U__'-.....---...- l ,,,-- - ____ ._.....,_........._. . -'........_""""'._._.,-_II""""-f.I!!IlIIIi~~Mi..ilI11!lll- """'~,;_. ,. "-lIr -I ' ..a~~""-. 1lI'iIW~__~-----'iI tit - EA TE. FL , J L" 1 " A 'L , LOCATION MAP ~------~. o a::: 1\ ~ o o co z W -.J ...J :::> ~ u ~ [nr~ ~T~lr\YJ (]l=~~! Illli.~~ ~:~~o.;2003 ~lllli ____.___..________._J ' \ FIJy!N!I,]G & DEVELOPMENT SI,'Cj ,_~_~_,,9lJj OF f!JAliW/\lf:R .. -' PROJEC~r LOCA TIO~I 19 -- DREW STREET ~~ o~~ ~~ ~).~ {j (.10 SEC. 5, T 29 5, R 16 E PLANS PREPARED BY: DEVELOPMEf\JT GROUP, INC. 4929 BAYSHORE BOULEVARD rAMP A, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 IrJDEX OF SHEETS ~----. SHEET NO. 1 2 :3 4 5 6 7 8 9 DESCRIPTION COVFf~ SHEET GENEf~AL NOTES E)()UNDARY & TOPOGRAPHIC SURVEY DE~A()LITION PLAN SITF PLAN PAVING, GRADING, ~l UTILITIES PLAN DFTAILS LANDSCAPE PLAN Li\NDSCAPE DETAILS ,~,?~..~iit:;~i'm~aitj':tili(~iMtt~lt~w:~,.,: ,:,p;.~.;" -.> ;..\;",'-~ttl..~H..~~'*.H'~";D$i~Z;~~-.'UI-;..~"II{~~~;;;!fl~;1)-s!!6::~<k;;r'Sli~,~ Ci~LL143 HOURS ~"'--- BffGHE YC4J DIG ~;. ;hlt II'? ,the La~1 ; ~} l-dc.)O-t132-4770 '~I '-f' ':,:N:~H,NE ST A l'E ONE CALL OF FLORIDA, iNC. "'" -,--~..~- -..-. 1lIlIi1'...."'-lIIIiIW~~----- LlIllli1Jl1r1lillllllj1B'"' ---0 l_iMIII.~ T"'''''''' 15-'--~--'-r--.-~n_-- 'arm---.- -.-.---.---...- .~... -"<'6Ji' TIiESE CONSTRUCOON OOCUlMNlS ME lliE '\ F'ROPfRTY Of' PRQ/"'.,R~SS"''E DEVELOPMENT : CROUP, INC. AND Al\'E NOT TO BE COPIED OR : REUSED FOR Nf( aulLDING PROJtCT'S ' WlTIiOlJT WRIl1EN ~"'IS$ION. TI-IESE ORAWIN<:.'S SI-WJ. NOT BE DUPIf..ATU) ~mlOUT PRIOR WRITTEN PERMiSSION Of PROCRESS.'VE DE\Il1.Ol-"MENT CROlJP, iNC. dJ ~ \II ~ ~ '. " ,- [~~ .. ... ~. I \ . . < ,1' + :; , 0,. , . '.l .'.' .1' TELEPHa<lE "0' , It ( ..,. rAU. NOOO 1\' .TRY cAAro:tJNf)" . .' PEDEST^L 1. S 1 0845 VI C) (c Slm ' 20000'(r.) f1R t/2" y,.., 'I " :1~[tl -il W-~~BM~~~h ~ ~O~OJ:i!'W(F: J' !..IJlr'El&W;: ~~~~?J~~'fF) ~0I1W,~-~lf;6~N~J~,[ 17;1~. :.y~ . ... ...., fiR ,t/2..:/ i -:-"'y fPAAKINrfl)'tt~ . ~~;~~.~~.\ lea .ff ~~~ ~~;. .:V ID ~ i .f' fl~rr' '3J.OO(R)~"":':""1 NO Ip . I J> ~'?~. :1" {}\ -~-..._~ _ ~ l'J 8 ~~TOR '" a" IAOOlf(:R Q,;,'" 1(_. 2.1'. ~ ~~.:' ~...': ,.., '. . . . '.. ;t 1fr~', _' ~' f '.:, " . . - +'/..~ ~,.~'?~ i~ .,~'f' \' ,--:1- '--{}--11'tttL \ ~.fl Vlf:.l.L \'c1 .f!' ,J.P <jY~, !. r~ ' ':' .... '. .... ....... . . ..... ~ I ~l :. ..;~ :.:. :~ '\LAH!.4j':' ~~~/j,~ ;jJ~S> dCS ~r~ 'r ~ ~~ ~~~'~f)'~IT~/ - ~---~J~~. TAN~__ ~~P:~f;~,",~-~~~: n: ...... '.. '. ':"::' .,:R:.~ "", .' . / .. ~ . RACK ". '. . ---,-,-~!G:} .,J -0- -0- -.{. f'f\jl' ~ 't'1f1.L Ice. ..'' - . -. · ;,':J:. . P.\Y J. <-.~.:)..... . .V . . ~ . , . 1> J'J" . I ' '. . " 1 . '. ~ . ' W ':I ","7 \ -' ~jl', ,'.-,:: . .~~... .t., . ./' .....ll'1...'E . 'T' , ....... ", .' .' . ' ..-. T ~+""" ,', .,.. .' I' ....~+;.f' . --fT - ,- " " .~ . ,". fTPICAL'.)?'.~. r~~ ,.,'.. . j '. ~ ' .JYl : :k ':; r~C:,lL . '. .... :r~: ,?q,-. - , ",=". .' '. ~ ..... I}' WOOO \. ,,'yrJ> l' OfMt.ETER.,. ~r: . . '~~ . \:., ,:.:] ..... '.' ....:., ~['.,: ; . r '. ~:' . ~5 .. " ,'. ~.~j(].N.G. Sl~,' . .' . <T' ,}i>~",'. ,', .... ~:. . :~ ,. r;i . " f~.~l.,.. ~~~~. · (,-~~ . .'\'~ .~ ~.,", . '. . :t.~AL~,'. .~ fa' ~..:.I ~'. f, ,'. I. ','" I...... . .. .' ...'/ '.))~' .':,,'. ... ..... ....~ '..' .'. .... . 'a.'!AW ~ .' '. '.: '. .... ,...... 1Yf1Cj.L'1,.'~ ....: .. ',~'. .... , , . ~~. .:~.~I .'" ,,~. " .... .... . : p .'. ; "'.:..' ,.' .... ' .. ." J. " . '.' . .. O!.A:~ErER UO, "..... .t" :..' '. ~.' .~~. ~ 't. ~'..' .' .. '~.... .: . . " t-y' . " . . 8- . jI\.t.I '....".:. .q . ." \ . "~~... t" ' . t . .., " . S"'lOO'RO '." . ,?"", '. "..', ~.' r..n.' 0...... . '9. c'' .1','" fI' I .",\ .~~, .' . '. !\J ,.~ :~''3. ' .' . -f. . '.' " '.;..,.Y . . .'. ,?~'''. .~ ..'~'" .~. '. ~ " " .... ...., I' .~'. I..J.. <..> I ,,' I. , . .:.:::JIiI . . . .. .'.. 1.::' . . + :. . '.. . . ....'. ~ .' . . ~ .' I 'J' . . '. . "-1: t,~... . . '. . ." . . . ',' . '. ..... ..... ....'PlCAl 2"~ 2' . "., . ". .' , '. . ~ " .'. ::--' ; , . . a ,t" . '. .... .. ' .11 I " "~ ' '. ." 0 0 ' .: . 'J' ':1\*.: "R./V'CU.U....... . ....... .......\. ~Y' ....: Uit'VAlvE" ~-AEr,'~!.JQ'.'. .:....:~...~V.",..', ...'......, 'NO' .... i' .;". '. ~~h,'/"".... ;'\ NIl'. " .......' '.. ...,'.':1.... "'~' CO'tf,R"""....-. ~'. '.: ~. '.fT"4a~.WATtR.. '. .", .'. ." () I..J.. . .(.' r:t4 !X>NC." .... '1..' " ..; . ,,~" ' ,,'C " 4>.' '. '. '.' .... :.......-:,......,......... . fl, ..::--'-" I--.....I"'T-- 81""" " " ' -~1.', .' ;~ '" .' . "'-~...;--' . - ~,i. .._:.....___~_...... . . MNt.. , . \" -.t "'" .' : I. ,'. V~.. g:::~~" ..... ":, "~." ';"-IJ.WI..q .:Y~r.lc.t~Ji ~-~_., . +:'~~'.'."~ ~ '.....1.2..~...A,.'. .'~. '1 ;;:.-1' ~. 1-....., . . , .." . .... ."4>" ....~+ ' .: . SAY1<'IU'~ Di""U . ; 1.& ;w~. .'"" .:..z:. ..... ',,' w..,. 'G ..M~':'~ '~- i, AT :\..... .' ?!-" ,'" I'" ~ .. 1(..'_ I~ ;,n . .," -r \ . " q) · .k, ,\'. :;f . ''''1 H . . . '.' . .. . .~. .:. Sl)PPOAT POST. '. ,~ " ,,'?J. . '.'J~ . 4! '~"" ~!C':".' ';"'." ..' ." '. .~ ~I . :[\ONE ST()RY . " '4 .... .... .~'.' ":,' ~JY.. .XX......~~.,~~;.iS~~/':. :. ..' ,:'8", ~.m}. <'~ :.( <']'., ...... '..r .... . '. .~"'" ,. ~~"~ASONRY .' .,.' " .Co.~ci/~...~~~.;...k.~r.Twt~AL .uO' ';7"~~"" @:..jV.'...... ' l"'.l\~': . ~ . ". :.'. a.'U'ILDIN'" G 2305'5". ." ~ .' ....~ ':""."'1. :~>~.i'~X '," .t....'"..,,~~'\<Nv~~~ I",.,: ...~~~ .41: ' ........:..'')>: b . "",".1 ?~. . 1)' .. ..', ,ji' STER UO. .' '. I "T . '. ". '- '.- ... ,... .' ~ . . , .., ..' . , ' . '. : ': 'F~'" .. . '. " ". ~~. . .' "2' 'ih'lt. . .:~IC"l rIPE ~fo., . j,-t . -.-- . 60.~ ," . .1 ,":> '~21.;3' r,.1L,,~ · ~~~~~~.:...;:.;,.,~~-:... -,--'---~ .~'. .. ~.. ..f!':. <co~ ," .{ ~~a:l ,,'.t:'u . ... .... . P'~' . ..,', '..,".. ~.... .......... : .. ~~ ---:-i-:":--'~~ . . '..., ...-'....,-:""":.......""-" ~ .3....] , ".~ '.~';;: '. I ~ '1' .' ..' '.' . :..., ~ "... '';. '. . 1'''''' "W' 12. I.JV .' . ~ 1 , ,-:., - _. 0/' ,;., ',1 ;>,;;> ...... '. f)' . .' J'\.IP ~,('~J · . . '.. ~ ., .~ · ~" · .' .. . . ..' ": ,y! . ~~ ~ (H'",. ,.' \'. ,.:. : i-J" '. ~. . \ ~I~'" . . . '. 1,(" ~t-..u . . '. "~'.' ... :::.... ~. ':..' ~~~- ;-,.... '.~'. r-' ~"?i . ~ ~ n.......... ,-\:c;...N~~ 1~.'MW .. ~ . <-3 0 "'1' '. . ON. .. .... .. '. '<3 . ....... ~~ · . flPICAL I" ::J ., . . ". .,. ..' ...,' '. : .. '.... . " . . . c;) " . ", ~ 0 .' . PUMP'. -!"" ' . ."":"'-'......-~Sl:pp(Rr 0... . . . ~ ' . , : .... '.,' . . " ~~ 0 , ' ww I '\. ( ..., . I .... '. ~ ; , . '. '. . I " :,,':l~. h ?tiltp. . ~ . " '.<1' -'., .p",', . f'P' .~ '>: .'~ m ~. .~. .... .. II II I . ). " .: :~.-:.._.,;>.... · ",':>_..L ',. . ".' < /. .,,~\ ." <3 . . :' . ...". '.' ..J'T'- -, - <i{': , ~(J)/'I) '.. ." ',~'......'..-q".l,....:vr,.' ..... .k~~D. ..... "'. ~'.~'. .;'..,' '" ...~.' ~'Zr" ~~. ror~ :- . .' -;-:-: ~_""':"i"'"~...3..-." . f ........---, L..~-H.'.a'_~"~__ ......!,. ~ ... \' .'. '. , '.' . . . :. . 't''''. " :,., '. '.' ~,/./-~ _..0/ ~ :~ t -21.13' ... .". - .. .~~:t-';, :,' -rrr-~~: , :. '. :F". . ". '.,,:' ~'7'~ i-".. · .... -:~-:.. ~~~:'., ': " .' .' ....... ,'. . " c;. '. ... ....; ,"(11- ' .':1 " ..' ~ g3 0" 7~07:" 'A.';C"R'~~Q:.' ." '. '?<\<!.... OOlTOU>)f/'.~i ~.'..' .'.: ,:'~ :~~. ,...~,;t. ......1... '''.:.,' ~~C)l'. '.'~: . n" .:.. ::,'.1 ~'..':' .,\\: V1 en . .~)..., 1:;0\) .... .~. " C^,~(A)Y EL: rs .... . . '.' oJ> . '. . ~(~I f(?E:. ~p.a~. - . Jl' . ." .i' " . '1)' ~ . ',. rl,700 .~QUARfE. FEE~f~~" ,p":>..,' '. :.4>,."\:' .14>'~"''''. ." '.' '.~..\.':C). '.-: '4-~~ ...~y, "'V',"J"~"""! '.~" '.,'.' '\' I ~ . :~PdORE ~Rl~SS frY ......" . .-.f.' . .' . .. . .' r. .'.,. '. ". .~( '.' . '.., '.v'-, .,: ,~:... "l~\ .' .~~. ,'.V. : .:' " ': I:, ,'~. ~\. ;'-1~,~y-",'. .~f..' .pr..: :J!\.qy~:" .... ...~~~p.~...... ....... .",,~~ A" -US19:rfF"II/" JJ.~,(~~)"... ,.... _ + P.IONEl' ".' . .'. . . ~:~'" '-r' '. . 8. ~'N 4Y . ;./ '.' j, ~'19 51 i,\R. . '~,' .. rOW-A~A~", . '. . .' . . '. . .'.' 'Jr+ rJ> . . . / MOOL" US 19 S. /0,:1 '. . .. I .'. '1' . , ..~r"~') ZO;~E. ,. LP ~ .... . ':. ','... : :{S. .d ID.." . '. ..f SlQ~ fJ,,,Cl //~~):. ~ flR V2.: : f'.. t?. IfPP ,. i ~ .... ...... R/H ,\UHE7\:"~ ~JJ .' .. . .' ~f '.: ~~; Ci -;f~,\lo't':'~)/~ bc~.~~Clr . .', NO t. "',.' I . ' NO IO~ ~ . ...... Pm ~f;[O . . L' ' . . '. -f='. ":, LPN 9 ~/ Q"\V,rt~ . , ~ - {~ -~,..."':' :J,:.:"" ~---,':.--:,-,-_:..~, --_._~.::._- I-%'l-- ,"\.~~, ~t'.1-:...""':'- .. , .' . . '. ,': ~l 'J ,:- ~\~ t':.\~PO~~T '. .. --~r . ~'.' . . / d i~~ ~ . I :V~';~S:N01'~8' 4:5~~~(:)< L ~ ;:~~~~165.:6 ~~F) ~.-~~'A~.';~~~ ~~~~~~~~; ,,;~ w-, ~~ ~ ~' ~J.W --: T-- c;.~. ~ 0 ,.'. ( ASIS 0 \ EARINC '.' t 01-. ..' .. 165,00 (D) ." . NO ID '. , '.:" 4-';-:< . J1 '1';'-,' .... . (I I,^' . L: M.O' < ffiAl[ INLET. ., .... ..:' .~.....: -BUS sliOP" ... ..,' MAN HCt.E < X-W ". INV,..(. 0-:. ~.1'.)' ~.d<o.. " trfINV,EL:5J.9,...::\y..... .' · '. .~.:....~ .... ';'. ,-ttSCt4AL~?, '.INV;S.(L:...25"13~.-..,. .' .. ." .' '. '..}>'., l"'. . '. I ~", ~ ' '. . ':J: W . . -r-:- ::\,:-'" . ... ., " .:. ., ~'" CK. ~TE ,NLEr ...~. . :. . . > l / lUEPHCf-4E .... '. ','F ~ . "...,'f-, '. .". . . .' . ". "'~ .' . "",':1'" .;..,\ ,~INV ~L" ... 2'" '. .' ^ .. ". ' .'.' ~o ?tOE-ST"',l '. ',' ,Ii' :<tIJ ~ '. . c;.~ . .. . . ~\.. ',', 'P" , . - , OJ"f', .. . ~ v . " " . . . ..j>" '. . . ~-' r VS (I) tX '~--- . . -.....---.....---- '.. - EO~ i::F ?" \:DiE1-. r':"--: .:. '. . p '.. : . ". i~: \.;~~, .lnEPHo.'iE: ". . '. ~ V::.. ..... 6. ' .' , . . ' --7---"':"-----......-.~-. - " . ~ ..' . .- -', -- l . 00'1.. .'. \"11 r . . . ....~.,~'\t,PAJllrs1RtPt.. 6 . ~-: .~- ... .' .. '::j. . --lo. ---:... . . . . .:;J-,.;.. : .. - ~:;:l, '. ; ':. 'fl ' . < . \' . , '. .. . . ~-:-~~...~~'..--:..-..--:--...~:-:- ....,. . ..~~ -:7--'-:-'-~' .......:::.._~. ~-~...:.."':'_:"'" "~-.;..-'h ' . :. ." __~ ~_~ ~ _"- 5 ' .. . .... :,', <p.- P,~NT SlruO'E ... <l->" 10 t. . vl~ .. ..., . . . 7 . ~...:......... . --,:""':"'':''--:''''';'-..,.:- . .. . ., .' " .,". ~ ~ $ .. ,'. :.' . .. :' ; ~ .~ '~ -;-~~N~~PO~ <rc= ~-- <;~--~ -~~ ... ... ...... ......\....~!ti...,:,;..,i,:...... . .-............ ---- '.~~-"""'--~' -.......-. ~,;. ------ .., . ~:~ ..<}=> ..... PMlT StRIPE. <?=. . ..... .. . .'P:'JIHS1RIi>f;/, <::..=~ -~- tin" _~__.__...L~~,..:.____.~__~~_~~.:...~Rfh~.~ :' .. ..' r...... ..~~~. .'. ::. ....... '.. ~.. .. . .. . ,..~ ... -----....,--,..-- ,,.:u.--,._.............:.-..........._:i_. ...,..,..:,....w....."....... ,.; . F l= C) .... .... ..., :q ...~'..~':...... .':~ ..',. .0{, ..:............. .. ''\1' .... . '. .,... , . '..~~!','''." , '. .,. .".. 'II ".:' '. . . ~ ...... ,. ...v: '..\"" ... .. ..,.,.. . ,""" ..~:.~I._..~~~- .~.. · ..' · ....:,:.,. ..~. ; .: . .. ....... '" " .. :. :.; , 'Z1 .'. . . -~~ :.--;; -~ L_~ .. - ~ ':~L~~~.,~.:_ j --="~~~c~~ .T::~~IPU~ i:?z ~::::- . >._'.c ..~.:._:~~ ~C~ .. . . ___ __. .~_. '.. .' .'~'~CE 16 ~ST'., .'~. .' . __p~NrSntPE/--- U'.S. HI GHW A Y- '19- NO RTH --~ .-~ .~~ GHAPHIC SCAU~ >>~ ~ .~ ~ -- ~_;J ( IN n'Ilt ) 1 inch as 20 it. OR BOOK ""92, PAG;E 2251 4> ,p~' .J' ,pt:ll. , .' ~ I," ':.' . . . ' .... ., mE GOlf DEPOT OR BOOK "1327, PAGEH9 , . ,', . ......-------- ......,............. --_":"-. ......::-._~.. .'., . ....7.P..~H ~~1~1~' .' . .~~~,~~. '. "~. ~ .' .' .. '" ...-) , . . . . , , . 4;s) . ----- "__.' _ L.... . ~_.~. .._~ ... -~' .---'-- . (SPEED L1M1 f: 50 MPH) ,(9 THA VEL LANES) '" . . . . .' " " -~ . "'-:--'-r:-.'--:--< . -.;.--~ . ~-r--~'1" ---. : P,~NT S~tPE~".~'. ~'. .....: . .',~'~ .... . . . . ..... :'~!.-:-""'":- ....". . :. ~.. , . ' i;t) .l'i .<0 '. r.=f>.' .c:.-t>... . '. " ..=={> . , , .' --."",,-' --~- .. -'--- . . -?1..NIS~O'E/ ... .....;~ ~~. : ,.---~ . ~-_..:.-.~.......- ~._- , ~ -.";~..._",-~ .." -... . .. ._~.,-....- , .' -"":---..oC ......~~... " '. ~\: ." '.' t'~.. , '''1 . ,', ----:--- .. ' '-'-:"'---.L... . . . .-~~~~OC~ ~ p,004rnT.-~-~-:--'--~ ---:-~---~ , . . '~' . . . ' . ~ . : : . ' , . . ,,: I ~r, ~ J) . : I . I- ! .. z " . ~'. '.1.. . " ....~... . " .' . ,... , . . '. . . . I , . ' .' ; , i ' :~.;i , , . i , , . . .' ..--.. o 0) LO c ~< o a: W I- ic:( I- 00 !I;~ c ~<( o ~ z .<( ~ ~ U 1<( o U ,..... J: a.. ,..... .2<11 W .~~ ~~ ::14: ~~ ~'-' ......." LEGAL DESCRIP'nON (AS PROVIDED): BEGIN AT THE MOS T WESTERLY INTERSECTION OF THE NOr~ rriERL Y R/W LINE OF COUNTY ROAD 590 AND n~E EASTERLY R/W LINE OfF U.S. 19 FOR fHE POINT OF BEGINNING; THENCE HUN IN A NORTHEHL Y DIRECnON ALONG THE EAS fERL Y R/W LINE OF U.S. 19, A DISTANCE OF 165 FEET TO A POIN f; THENCE RUN IN AN EASTERLY DIRECTION AND PARALLEL TO THE NORn~ERL Y R/W LINE OF COlJN TY ROAD 590. A DISTANCE OF 1654 FEET or A POIN r; frlENCE RUN IN A SOU111ERL Y OIREC nON AND PARALLEL TO n1E EASTERLY 4/2 LINE OF U.S. 19. A DISTANCE OF 200 FEE r TO A POINT; ll1ENCE RUN IN A NOHlliWESTERL Y DIRECTION ALONG nilE R/W LINE OF n~E IN TERSEC'llON OF COUNTY ROAD 590 AND U.S. 19 FOR 39.12 FEET or THE P.O.B. AND CONTAINING 0.75 ACRES MORE OR LESS. SITE PHOTOGRAPH~ amCH!.4AHKS: 8ENa1t.CAi~ 11 IS A STANDARD PIHEt.L.AS COUN1Y BENCHMARK !)tSl< 110'}8, AT 'IliE: NORni\\€ST C:ORNER (K mE INtmSEC~ OF I),s. HiGHWAY 19 (STATE ROAO 50) ANO STA1[ ROAD 690. STAn'~ IS ~,2 fEET EAsr OF POMR PCU NU~8ER 2-11MS. e.4 fEEf St)lJniEASr Cf' n~E SOIJ1HEAST c(~NER OF A 2.:" x .,0' CONc..~rE: StA8 Fo.~ !RAffle SGNAL BOX. ElElAnOt~: M.oS&O' TBUI1 srAll0N IS A BOX roT tt~ 1l4E T~ OFrHE CONffiEl[ WRt3 LC~'\1tO soo n1EAS r CF tHE SOIJ1HEAST fXf\NER (f mE F'ROP!IHY SHe V';N HERE~. ElEVA n~: M..:S2' 113M 12 StATION IS A BOX COT IU lliE N~rfiWEST f~NCRE1[ TOP O1E GRATE INLET lOCAUO sooniWEST OF rriE N~t1iWEST CORHf..R OF lHE ?l~TY AS ~O~ HmEON. E1-E'/AnOH: 66.51' CE~TlF1ED TO: PROGRESSIVE DEvtLOPMENf GROUP, INC. :2./B.'t1}:g.r~.1J12ILS. 1. Nor VAIJD \\1TrlOUT mE SGNAllJRE AND TIiE ORlQNAl RAISED SEAL OF A n.OHIDA urn~sm SliRVE'T'OO ,\NO MAPPER. 2. i?MilS OF BEARINGS: BEARIHG ,l.LONG trlE EASTERLY R/W UNE OF U.s. HKlaf.'i.\Y 1';) AS S}tOVvN eN '"if: S'UR\~ PREPARED SY Q.RL RAMER tS J612, JOe NU~&.~ 1999-411/411, DATED tO/09/~. J. 111IS Cf'flCE HAS NOT ABSnu,CfED TIiIS F~ my RECXlROEO ClAIMS OF n n.E EASU4EtH'S OR RES rRlCOONS. TIiE PRESENCE OA ABSENCl OF ANY ~(;li (tAiMS IS NOT CER11flEO HE.G.EON. .... NO IJNC~C~)NO :~?ROVEMOHS OR IJTIUTIES 'NERE lOCATED EXCEPT 11-!O~~ ~iOYtt4 HE.~EOO, ~. EtEVA11CNS BASED ON tta.'I,o. 1929 6. '- NtESS NOTED OTI-lER'Mst, NO UNOERGROUNO 1OVNOA nONS L'JCA TED '1, li1E PRCf'lR TY ~\'tN HEREON APPEARS TO UE IN noro ZONE ..... .'C()::~DlNf) TO l'HE FtCOO INSURANCE RATE M.AP NUMBER 1251.:59 0126 0, 1~E.VI$fO !JAY 6. 1996 roo PINf1l..AS COUNlY. FtOl~IDA. LEGENQ ,Ull['NiOO:iS I ~ o ~ WCH.WCT lX fH if1tJAA."d' .r) lnif P{U - 0- SY..H (~ 1.fIllr1' f<<.E ~~ :lPJf ~J"(,H -p ~ ~/' ;~ 4,1 t'Ji'1l n~ ~ I HEREBY CER TlFY THAT nilS SURVEY WAS MADE UNDE.R MY DIRECTION AND MEETS TIiE MINIMUM TECHNICAL STANDARD REQUIREMENTS OF' CHAPlER 61G17-6 OF rHE FLORIDA AOMINlS l'RAnVE CODE. rP./HIC flJJlr No'.RQf RA YMONO THOMPSON P.L.S No. 4580 ~ '7 ill ,c- 1 a.. 00.. r.r;, <{ ~ Cl-4 0:.1 ~ct: o~ l:I~ ill E--4 ~ .::.) (f) 0-1 1"7 c{ ,c- 1 Z 00 ~~ >~ ~ ~o r~ g: o o ('I"') 1) >oJ 'S (j) R f.J)O(j) (0 ..- r,)~'" I > ~'I"') ('I"') - r-- (1) {13 (0 c .2 ~.... o ~ (.-, III 0 ..- ~u..co 1) -..... o . c (13 .. 1) a. '1) J: E r.: \" 0 , I- ..c: S a.. N o N ('0 ~!/i"l'IiM.tm!LlM'iI\lllJM!~~...__l.liIlIllit.~ , <(0 o~ (fa o~ ~-.JI<t (f) LL~ ~ ::> ffi It ~ ~~ ~~ o (')3: ~~ z C\J (1: ~ :J <( UJ o Wg co da: >-- W > CC :J (f) )-w '&~iI!l.lIlI'..~~'M>.,.-'_4IJ~~'~ REVISIONS: APPD, ~~dIfiIIUSI~II1.--_...ItilJi. DATE: 6/5/02 DESIGN: DRAWN: E\"I'8 CHECKED: RWTIi REVISION: FILE: PR198DX ._~~ ---._~:_,.llaItt"" SCALE: 1 M==20' ~~""~~WiII~'J** ........__"....... PHOJECT NUMBER: PROGC~19 ~-'-"-'.a~~"~""1It~~.&id SHEET NO, 1 OF 1 ',;l!MRI.Ildl _. , , GENERAL 'CONSTRUCTION NOTES . ... 0. < .~ ~ . 1. LOCAmNS. ELEVATiONS, N-4D DiMENSIONS Of EXISnOO Ul1UtlES, STRUCTURES, AND OTHER fEAft;RES ME SHO~N ACCORDiNG TO ,NfORMAnON AVNtA8LE AT n-,e: TIME OF' PREPARATION Of ThESE PlANS. me:: CONTRACTOR SHALL VER:FY n~E LOCAnONS, EllVATICNS; MO CilMENSIONS OF' ALL. EXISTING .UnUTIES, STRUCTliRES AND OtHER FEATliRES AFfE<:TING THIS WORK PRIOR TO CONSTRUCTION. 2. DiE CONTRACTOR SHALL CHECI< PlANS AND FIElD CONDITIONS fOR CONruCTS AND DISCREPANCIES PRIOR TO CONSTRUCTION, mE CONTAACTOR SHALL NOTIfY TI1e: OWNER'S ENGINEER OF Nf( CONruCT euORE PERfORMING ANY WORK IN THE AFFECTED AHEA. ,3. TI1E CONTRACTOR IS RESPONSIBLE fOil REPAlRlNG ANY DAMAGE TO EXISTiNG fACIUTIES, AOOVE OR' 8(LOW CROUND, OOT flAY OCCUR AS A RESULT OF' niE WORK PERfORMED ay DiE COtHRACTOft 4, IT 1$ l1iE CONTRACTOR'S RESPO/,;SlaJUlY TO aE:COME f'A."AIUAR WITH mE PERIAIT AND INSPECTION REQUIREMENTS OF' l1-lE VAR10VS GQ\IERNMENTAL AGENCIES. THE CONTRACTOR SHALL. 08TAiN AlL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO ~..NCY INSTRUCTION, 5. AlL SPEClflCATIO/,;S AND DOCUME.NTS REfERRED TO SHALL BE Of LATEST REV'SIONS nlD/OR LATEST EDmON. 6, ALL WORI< PERfORMED $HALl. t;OMPLY wm-f THE REGlJLATIONS nlD ORDINANCES OF TI1E VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICOON OVER TI1E WORK, INCLUDiNG LANDSWING. .7, CONTRACTOR SHAlL SUBMIT FOR REVIEW TO n.,E OWNER'S ENGINEER SHOP DRftWINGS ON ALL PRE.CAST AND !lANUFACT1.JRED ITEMS TO BE USED ON THIS SITE. FNLURE TO OBTAiN ftFPR<1VN., BEfORE INSTAllATION MAY RESULT iN REMOVAL AND RE.Pt.ACEMENt AT CONTAACTOR'S eJ<I>€.NSE, ENGiNE(R'S AP~ROVAL OF' A SHOP DRAWiNG DOES NOTREUEYE CONTRACTOR'S RESPONSIBIUTY FOil PERFORMANCE OF' 111E ITEM, a. WORI< PERfORM EO UNDER TH!S CONTRACT SHALL INTERrACE SMOOrnlY '1'.'111" OT1-1ER WORK BEINl~ PERFORMED ON SITE BY OTHER CONTRACfORS AND urlUlY COMPANIE.S. IT WilL aE NECESSARY fOR me:: CONfAACTOR TO COORONATE MD SCHEDULE HIS ACTMTIES, WHERE NECESSAR'fIY1TH O'THER CONTRACTOR'S AND UTIUlY COMPANIES. 9. aACKFILL MATERIAL SHALL 8E SOUOLY T^~PED AND COMPACTEO TO A FtR~-ANESS EQUAL TO n.lA( OF ThE $OIL ADJACENT TO D~E TRENCH AROUND PIPES ,N 6- LAYERS UP TO A.~ UNOIST1JRBED lEYfL Of' AT lEAST l' AOOVE THE TO? OF' Tl-iE PIPE. iN AF:EAS TO BE PAH:D. a,t.,CKfllL SHAlL BE CCMPAC'TED TO 100" MAXiMUM DENSITY AS DETERMINED 8Y MSHTO T -99. 10, CONCRE1E SHALL HAVE A COMP:~ESSIVE sn':ENGm OF AT lEAST ",000 P.S.1. iN 28 DAYS, UNLESS OThERWise NOTED, SPECifiED OR REQUIRED. 11. :~EiNfORCING SP.ALL B6 BILLET STEEL BARS CONFORMiNG TO ,~snJ A615 GRADE 40 OR BEllER, 12. TI1E CONTRACTCR/SlJOCONTRACTOR SHALL Pt),CE A 1. DEEP CONTRACTiON JO;NT E"'ERY ~' iN 111E SIDEWALK. 1.3. $iDErY.A1K CONSTRUCTION SP.ALL BE nuSH MTH PAVEMENT WHERE THEY ARE ADJACENT OR MEET, UNLESS OTHERWIse SHOWN. 1 4. rvlATERtAlS AND CON~TRUCnc)N IAET1-l0DS FOR STREE1S AND STORM DAAiNAGE CONSTRucnON SHAlt 8EiN ACCORDANCE wm~ niE LCoCAL REGutATOR'f ~.GENCY AND mE FtORIDA DEPARn.iENT OF' TRANSPCRTATiON STANDARD SPEClf1~TIONS FOR ROAD ,\NO BRIDGE CONSTRucnON, 1994, OR LATE.ST REVISION THEREOF AND SUPPlEMENTAl SPECIFICATIONS ThERETO, 15, ALL PIPE NOTED ON 111E PlANS AS RCP SHALL 8E REINfORCED CONCRETE PIPE, ClASS Itl, "t'lm RUBBER GASKET JOINTS, 16. REPAlR AND REPlACEMENT Of ,ALL PRIVATE AND PUBUC PROPERff AfFECTED BY 1111S 'NORK SHALt. BE RESTOREO TO A CONDiTiON EQIJ,l.L TO OR BEllm THAN EXISTING CONDlnONS BEfORE COMMENCj~G CONSTRucnONNORI< UNLESS SPEClf1f'ALY EXOAPTED BY n1E PlANS. ADDI11Ol'lAL COSTS ARE INCiDENTAL TO OTl-iER CONSTRUCllON AND NO EXTRA COMPENSAllON WILL 8E AllOWED. 17, r~ECORD DP..AWI~S, me: CONTP.ACTOR S}.'.AlL 8e: RESPONSIBlE FOR RECORDING iNFCRMATION ON A SET Of n~E AP'''ROVED PlANS CONCURRENTLY WIn1 CONSTRUCTION PROGRESS. WrT1.11N fNO WEEXS FOllOWING mw. .NSPE:Cr:ON ThE CONTRACTOR SHAlL SUBMIT ONE SET OF' RECORD DRAWiNVS TO 111E ENGINEER OF' i~ECORD. lliE fiNAL RECORD DRAWINGS SHALL CC~~PLY Wlm Tl-iE FOLLONING REQUIRI:J..iENTS: 1. DPAWiNGS TO 6E lEGiBlY MARKED TO RECORD ACruAL CONSTRUCTION. 2. DPAWiNGS $PJ{L SHOW ACTUAL lOC'..A11ON OF AlL urUTIES, AND PEtATED APPlJRTE.NANC€S. som AOO~ MID BElOW GROUND. ALL O~ES TO P1PlNG LOCAnON INClUDING HORIZONTAL de VERTIOt LOCAf\ONS OF' tJTlunES de APPURTENANCES SHALL BE CtEARLY SHONN ,\NO REfERENCED TO P~'AMENT $1.,1RFACE iMPROVEMENTS. DRAWiNGS SH.\LL ALSO SHOW ACT1JAL lliSTAllEO P1FE MATERIAl. ETC. }. DPAWlNGS SH},l..1.. ClEJRLY SHOW AlL Fino CHANGES Of DIMENSlON AND DETAIL INCLUDING CHA."lGES MADE f!( FIELO ORDER OR f!( CHANGE ORDER, ~, DPAWIN(,'S SHALL. ClVRl'( SHOW AU.. DETAilS NOT ON ORIGINAL CONTRACT CPA,VlNGS aur CCNSTRUCIE:l) IN T11E fiElD. AlL EQlJIFMENf AND P:PING RnOCAnON SHAlL BE Cll!ARLY SOOWN, 5, LOC'..AftONS OF' AlL MANHOlES, HYDRANTS, VN.,VES, de VALve SOXES SHALL BE $l\()Wft 6, 111E C;CNTR,\CTOR SHALL PROVIDE CERTlFlED RECORD DRAWINGS, SiGNED AND SEALED fI( A. POOrESSIONAL U.ND SURVEYOR, D~E RECORD DRft.WINGS SHN-L SHOW FiNAL GRADES A."IO LOCAflCNS ON ALL UTIUt'lES iNCLUDING ThE $.\NIT 00 $('h'~. 't'Y'AT~, PRODUCT PIPING, AND STORM NATER COlLECTION SYSIE'" (I.E. PIPES, iNLETS, #io PONDS). rHE CONTRACTOR SHALL PROViDE TEN COPiES OF mE CERnflED REC;ORO D&\WJ'oiGS TO nie: ENCINEER. 18. CLASS "a- ll'PE I BEDD,NG SJ~tL BE USE.D UNLESS iNDICATED Ol1~ERWISE ON THE C?.ANlt~S, OR BY T1-lE ENGiNE.ER. 19, SOILS ENGiNEER TO SIJPPLY niE DESIGN ENCINEER wm~ A PHOTOCOPY OF ALL COMPACTlON T(SIS, ASP}-l.AlT RES1JlTS, AND CONCRETE RESULT.S ThE SOILS ENGINEER ,S TO CERnFY TO n~E DESIGN ENGINEER IN WR\f1NG niAT AlL TESflNG REQUlREMENfS REQlJI;~ED BY l1iE LOCAL REGIJI..ATOI{( ACENC'( MD niE FlORIDA DEPARrMENf OF TP.ANSPORTATl()N (fOOT) fOR rrlE lMPROY(MEfilS A$ REQ'JIRED ay n~e: E!'lC1NEERING CONSTRUCTION DRAWINGS FOR lHE ON-SITE HA'v'E BEEN SAnsm:D, 20. CON1RACfOIl SPALL REVF:N SOIL REPORfS AND OORIN(J') pr~R TO B!DDlNG THE PROJECT AND COIAMWCING CONSTRUCfrON, 21. iRR1CAnON SYSfEJ.A SHALL HAVE COLOR COOED PIPING ,\NO LA6EUNG eN THE PIPE TO [NSURE OIFf(P.ENrL\nON fROM POTABLE WATER PIPiNG. 22, AT LEAST J WOl':KINcJ DAYS PRIOR 10 CONSTRUCflON 11~( CON1RACTor~ S~i,~lL NOTlFY rrlE E.NGIN~ER AND APPROPRlAIE AGENCIES AND SUPPLY ThO.f Wlm All REQU,RED SHOP DP.AWINGS, n-lE CONTP.ACTOR'S W.ME'. STARTiNG CATE. PROJECTED SCHEDULE, ft.ND QTI1E.R INfCRMAflON AS REQUIRED, NtY WORI< PERfORMED PRIOR TO NOTIFYING I1.,E OiGiNEEIl OR WITl10VT ACENCY INSPECTOR PRESENT MAY SE SUBJECT TO REMOVAL AND R€PLACWENf AT me: CONTP.ACTCR'S EXPENSE. 2.', OWNEJ~ ~EClf1C SPEClflCAOONS TO SE PROVIDED TO CONTRACTor~ DURING BIDDING, DRAINAGE SYSTEM NOTES ___-41-1_._.. .... ___,_ ... r_ 1, STANDARD iNDEXES REFER TOIHE L4.TEST EDmON OF FOOT n:~N)WAY AND TRAFFIC DESICN STANDARDS.. 2. AlL STORM SEWf..R PIPE SHAlL 8E REINfOI~CED CONCRETE CL~SS III (ASTIA C-76) UNLESS OThERWISE NOTED ON PLANS, ALL DPAlNAGE STRUCTURES SHALL BE IN ACCORDANCE wm~ FOOT ROft.OWAY ANO TP.AfflC DES1GN STANDARDS I.JNLESS on~ERWISE NOTED ON PlANS, J, PIPE lE.NGms SHOWN ARe: APPROXIMATE AND TOTl-iE CENTER OF' DRAINAGE SlRtJCTlJRES Wlrn DiE EXCEPTlON OF MITERED END N~D fV,RED END SECllONS WHICH ARE NOT INCLUDED IN lENGTHS, ~. ALL DRAINAGE STRUCTURE GRA1ES AND COVERS WlllilN TTWflC AREAS SHALL 8E lRAfflC RArED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD mE DETENTION POND AS INDICATED ON Pl.ANSNITHiN ONE WEEK fOLLOWING CONSTRUCTION OF Tl-iE POND. 6. T1~E STORr,. DAAiNAGE PIPiNG AND FILTRATION SYSTEM SHALL Be: SUBJECT TO A ViSUAL INSPECTlON BY HiE OWNER'S ENCiNEER PRIOR TO n.,E PL~CEMENT OF BACKFILL fHE CONTRACTOR SHALL COORDINATE A FINAL INSPEcnON OF' 111E CO~,PLETED STORMWArER MANAGEMENT SYSTOJ PRiOR TO t,NAL AC(:EPTANCE 8Y l1ie: CWNER. CONTRACTOR TO NOTIFY 111E ENGiNEER 48 HOURS IN ADVI..JoJ.CE TO SCHEDULE INSPEC110N. ........ IIlIIi _l:.aAI .,.---~ -....'..W'.-- -- -'f!lI' --..Ji--- Jj-' - -. .L -1IIII_llHIIIIIJlil- ~II.~' - -.- TO------ r- 8T ANDARD U'TllrrV NOTES -~, ~ 1. CHAPfER 77-153 OF' l1iE FLORiDA STAT1.JTES REQUiRES mAT AN EXCAVATOR NOTiFY ALL CAS UTIUflES A MiNIMUM OF nvo WORKING DAYS PRIOR TO EXCAVAflNG, !...lAPS SHOW ONl'( niE APPROXIMATE LOCATION OF' GAS MAINS AND DO NOT SHOW SERViCE liNES, TI-lE ONLY WIE AND PROPER WA,( TO LOCATE E1niER MAINS OR SERVlCE UNES IS BY AN ON-SITE iNSPEcnON BY THE RESPEcnVE CAS PERSONNEL DiEREFORE. EXCAVATORS ARE INSTRUCTED TO TELEPHONE Tl-iE RESPE.CTlVE GAS COMPANY TWO WORKiNG DAYS BEfORE E:NTERiNG A CONSTRUCT:ON AREA. 2, ALL IJNDE:RGI~UND unUflES MUST BE i~ PLA.CE'. TESTED N~D INSPECTED IoS REQUiRED PRIOR TO eASE AND SURFACE CONSTRUCTION, 3. TI1E CONTlRACTOR SP.ALL EXE.RCISE EXTREME CAUTlON IN AREAS OF BURIED UnUTlES AND SHALL PA<OVIDE AT lEAST 48 HOURS NOTICE TO lliE VAR101)S UTILITY COMPnllES IN ORDER TO PERMIT ~.AAKING ThE LOCA110NS OF EXISTING UNDERGROUND UT'IUTlES IN ADVANCE OF' CONSTRUCTiON, BY CAlLING flORIDA SUNSHINE STATE ONE CALL CENTER OF flORI IDA, INC. AT 1-800-432-4770. IT IS 111E CONTRACTOR'S ~ESPONSlaILl1Y TO NOnFl' ~SUNSHINe FORIY-EIGHT (48) HOURS PRIOR TO MiY CLEAl~ING OF CONSTRUCTION TO ICENTIfY ALL UTIUW LOCATIONS. 4. IT IS TI1E CONTRACTOR'S RESPONSiBIUff TO NOflFY ALL UTiUTY CO'-APAN!ES TO DISCONNECT OR REMOVE n-lEIR f'AClunES PRIOR TO ReJOVlNG OR DE~OUSHiNG Nf'( EXISTING STRUCT1JRES FROM Tl~E SITE. ALL unUIIES INCLUDiNG, auT NOT NECESSARILY UMITED TO, mE: FOLLOWING SHOULD BE cONTAcn:::D I3Y THE CONTRACTOR: 1. GAS 2, TELEPHONE ,3. CA8lE 40, PC\NER '3, CIT"f/COUNTY WAfER AND SENER 6. CllY/COUNTY/STATE nWf1C SIGNAL UTlUTY (FISlER, HN~DW:RE TRAFflC SIGNAL INTERCONNECT) 5. lliE lOC'..ATION OF' ALL EXISTiNG urUTIES SHOWN ON TI1E Pt.ANS HAVE BEEN DETERMINED mer-A D~IE BEST INFORMAfiON AVAIlABLE. TI-IE ENGINEER ASSUMES NO RESPONSiBiLITY FOR ACCURAC'(, IT SHALL 6E l1iE CONlP.ACTOR'S RESPONSI81L1TY TO NOTifY mE VARIOUS UTiUTiES ANO TO MAKe:rHE NECESSARY AR:tA.NGEMENTS FOR Nff REl.OCATlONS Of' 111ESE UTlLlTiES WItH TI1E OWNER OF' DiE UTIUlY. lliE CONTRACTOR SHALL EXERCISE CAU110N WHEN CROSSING ANY UNDERGROUND UTiUlY, WHETHER SHOWN ON THE PlANS OIR LOCATED f1f Tl-iE unulY COMPMlY, ALL UTlUTIES WHICH INTERFACE Willi THE PROIPO~,ED CONSTRUC110N SHALL BE RELOCATED ay TI-lE RESFECTIVE unLlTY COMPANIES ,\"10 TI1E CONTMCTOR SHALL CooPERA1E Wll1~ lliE UTIUlY COMPANIES DURiNG RELOCAflON OPERATIONS. Nf'( DELAY OR INCONVENIENCE CAUSED TO Tl-iE CONTRft.,CTOR 13'( The: VARiOUS UTILITIES SHALL BE iNCIDENTAL TO n-lE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. SAFETY NOTES - - 1. DURiNG TIHE CONSTRUCT10N AND/OR MAINTENANCE OF' 11'115 PROJECT, n1E CONTRACTOR SHALL COMPLY Willi REGUlAflONS, lliE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSI18lE fOR niE CONTROL AND SAfEW OF 11-'E TRAVELING PUBUC AND THE SAfElY 01F' ITS PERSONNa. LA.OOR SAfElY REGULATIONS SHALL BE AS SET FORTH BY OSHA IN lliE FEDERAL REGISTER OF THE DEPARTh1ENT OF' LABOR. 2. lliE MINiMUM STA~DARDS AS SET fORD~ IN DiE CURRENT E.DmON OF Tl1E STATE OF FlORIDA, MANUAL ON TR,\fflC CONTROL AND SAFE PRACTICES fOR STREET AND HIGHWAY COfllSTRUCTION. MAlNTENANCE ANO unuw OPERATIONS SHALL BE FOlLOWED IN mE CESIGN .APPLICATION. INSTAlLAllON, I,WNTENANCE, AND REMOVAL OF ALL TRAfflC CONTROL DEVICES. WARNING DE.'VlCES, AND eARRIERS NECESSARY TO PROTECT THE PUBUC AND WCRKERS FROr,. HAZARDS Wll1,l~ HiE PRO..iECT LIMITS. 3. .AlL lRAFIFlC CONTROL MARKINGS, FL4.GGERS, ,AND DEYlCES SHAlL CONfOR'of TO TI~E FROVISIONS SET fORTH IN niE f.,WWAL ON UN:FORM TR,\FFlC CONTROL DE.'VlCES PREPARED BY THE U.S. CEPAHTh1E.NT OF' TRANSPORTATION FEDE.RAL HIGHWAY ADMINISTRATION. 4-. IT Sf-i.ALL BE Tl-iE SOLE RESPO/';SIB!UlY OF 111E CONTRACTOR TO CCMPLY WITH AND E.NFORCE ALL APPUCABlE SAfETf REGUlAT10NS. T11E ABOVE INFORMATION HAS BE.E.N PROVIDED FOR mE CONTRACTOR'S INFORlIAT10N ONLY AND DOES NOT IMPLY l1-lM TI1E OWNER OR ENGINEER WilL iNSPECT AND/OR ENFORCE SAfElY REGUlAnONS. PAVING AND GRADING NO-rES ___ T ~ 1. ALL CElETERIOUS MATERIAL (I.E., MUCK, PEAT, 8URiED DE:8RIS) IS TO BE EXCAVATED iN ACCORDNKE wlm TI1ESES PlANS OR AS DiRECTED 8'( mE OWNER'S ENGINEER OR OWNER'S SOIL TESllNG COMPNtY. DELETERIOUS MATERIAL IS TO BE STOCKPiLED OR REMOVED fROM mE SITE f.S DIRECTEO BY TIiE OWNER. EXCAVATED AREAS ARE TO BE BA,CKF!lLED iY1m APP1~VE.O lIATERlALS AND COMPACTED AS SHOWN ON ThESE PLANS. 2. n,E CONTRACTOR SHALL BE i~ESPONSIBlE FCH PROTE:CTiNG EXCAVATIONS AGAINST COLlAPSE AND SHALL PROVIDE 8RACING. SJ-lEETlNG OR SHORING AS NE.CESSARY. TRENCHES SHALL BE KEPT DHY WHilE PiPE AND ftFPUR1ENANCES ARE BEING PlACED. DEWATERiNG SHALL SE USED AS REQUIRED. ,~D PE,RMtTlED Tl1ROUGH lOCAL GOVERNMENTAL AGENCIES AND WATER MA."lAGEMENT DISTRiCT PER CURRENT REGUlATiONS. ". PROPOSED SPOT ELEVATIONS RE.FRE.SENT FINISHED PAVEMENT OR GROUND SURFACE G:~DE UNLESS OIHERWISE NOTED ON DRAWINGS. 4-. RE.fER TO THE LATEST EDIllON OF FOOT ~ROADWAY AND TIW'F1C DESIGN STANDARDS" FOR DEfAIILS nlD SPEClflCAllONS OF ALL FOOT IYPE CURBING AND GUTrE.RS CALLED FOR ON Tl1ESE Pu..NS. 5. IT MA'( BE NECESSAR'( TO fiELD ADJUST PAVEMENT ELEVATIONS ro PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO ee: SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGiNEEI~ PRfOR TO ,W( ELEVATION CWNGES, 6. PH10R TO CONSTRucnON OF CONCRETE PAVEMENT. n~E CONTRACTOR IS TO SI..;6MIT A P:~OPOSED JOiNTING PATIERN TO mE OWNER'S ENGINEER FOR REViF:N. 7, CONTRACTOR TO PROVIDE A 1/2- BITUMINOUS EXPMSION jOiNT MATERiAL WlTIi SEALER AT .ABUTMENT OF' CONCRETE AND Nf'( SIRUCTURE. 8. ALL PAVEMENT !-JAAKINGS SHALL BE MADE Willi PERMANENT l1iEHMOPLASTlC AND SHALL CONfORM TO fOOT STANDARD iNDEX NO. 17346, SHEETS 1-7. PARKING STALL STRIPING TO BE 4- WIDE PAINTED STR:PES. ON-SITE STRIPE COLOR SHALL BE WHITE EXCEPT AS SHOWN ON DiE ENGINEERING PlANS. PARKING STALL STRIPING SHAll Be: COMPATIBLE NITH niE PAVEMENT T'IPE (IE CONCRETE, ASPHAlT) AND SPECIF1CATIONS SHALL BE SUBMITTED TO T1iE ENGINEER FOR RE.VIEN AND APP;~OVAL 9. CONTRACTOR SHALL TRIM, TACK, ,\NO MATCH EXISllNG PAVEMENT AT LOCATIONS WHE.RE Nf.,W PAVEMENT MEETS EXISTING PAVEMENT. 10. CONTRACTOR SHAlL INSTALL STORM PIPiNG AND CULVER1S IN ACCORDA."lCENllli FOOT iNDEX 205 AND PLA.CE EXTRA BASE MATERIAL WHEN Tl-iE DISTANCE 8ETWEEN rrlE PAVEMENT ELEVATiON AND TI1E TOP OF TI1E PIPE OR BElL IS LE.SS lliAN TWELVE (12) iNCHES. 11. niE CONTRACfOR IS RESPONSIBLE FOR COORDINATING APPUCABlE TESTING WITH T1iE SOilS ENGINEER. TESTS WILL BE REQUiRED PLRSUANT ro TI1E TESTiNG SCHEDULE REQUIRED BY ftFPUCA8LE REGULATOR'( AGENCIES AND AS MAY BE FOUND IN mE ENGiNEERING CONSTRucnON DRAWINGS, CONTP.ACTOR TO VERIFY .AlL TESTiNG WITH TI1E OWNE.R PRIOR TO COMMENCING CONSTRUCTION, UPON COMPLETION OF l1iE WORK, n~E SOilS ENGINEER MUST SU8MIT TO mE O'NNER'S ENGINEER CERTlFlCAnONS STAflNG THM ALL REQUiREMENTS HAVE BEEN MET. -_11I__-- -111 llsL ----- - ---~ -'-'-- --- n. ... -~.... ~.~v~~. ... -- __, V 1_- IIlfCU'''''' -~!!!III.-- - WATER SYSTEM NOTE$ 1, A VERnCAL ClEARANCE Of 18 INCHES SHALL BE MAINTAINED BETWEEN SAN!T,~..R'( S€WERS AND WATER MAINS. iF' CLEARANCE CA.~NOT BE ACHIEVED BY ADJUSTING \.vATER MAiNS lliE SANITARY SEWER SHALL BE CONSTRUCTED OF DucnLE IRON CI.ASS 54 AT CONF1JCT POiNT, AS AN ,~UERNATlVE lliE SANITARY SEWER MAY BE PLACED IN ,\ SLEM OR ENCASED IN CONCRETE FOR THE REQUIHED 10 fEET ON EACH SIDE OF' mE CONflICT POiNT. 2, A HORllONT.AL SEPARATION OF 10 fEET SHALL BE MAINTAI~ED BElW€:E.N WATm rvlA:NS AND SANITARY SEWER. 3. ALL WATER MAINS SHAlL HAve A MINIMUM OF' .36 INCHES OF' COVER 4. AlL.VATER 5'iSTEMNORK SHAll ce,NFORM WlT1, LOCAL REGUlATORY STANDARDS A.~D SPECIFICATIONS. 5. CONflJCTS 6ETNEEN WATER AND STORM OR SANITARY SEWER Tt) BE RESOLVED BY AOJI.JSTiNG THE WATER UNES AS NECESSARY. 6. ALL DUCTILE IRON PiPE SHALL B( CL4.SS 52 iN ACCORDANCE WlTIi ANSI A 21.50 (A<<'WA C 150) AND ;\NSI A 21.31 (AWWA C' 51) AND PIPE SHALL RECElVE EXTERIOR BI ruMINOUS COATiNG IN ACCORDANCE WITH ANSI A 21.6. A 21.8 OR A 21.51 AND SHALL BE rAORTAR UNEO, STANDARD 111ICK~ESS. AND BITUMINOUS SEAlED IN ACCORDANCE WITH ANSI A (AWWA C 104-71), 7. AlL mTiNGS LARGER n1AN 2- SHALL 8E DUCtiLE IRON CLASS 53 IN ACCORDA."lCE WITH AWlVA C-110 wlm A PRESSURE RATiNG Of 350 PSI. JOINlS SHALL 8E MECP.NollCAL jOiNTS iN ACCORDANCe: WIT1~ A\VlVA C-ll1. FiTTiNGS Sl1AlL BE CEMENT MOIUAR liNE.D AND COAl ED iN ACCORDANCE WITH AN'NA C-104. 8. CONTRACfOI~ TO INSTALL TEMPORARY Blow-onS AT T11E END OF'NAIE.R SERVICE LATERALS TO ASSURE ADEQUATE flUSHING AND DiSiNFECTiON. 9. lliRUST BLOCKING AND/OR I~ESTRAlNED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS iN ACCORDANCE 'WITH ANNA STANDARDS, 10. ALL PVC WATE.R MAINS 4.- Tl-iROUGH 12" SHALL BE iN ACCORDANCE WITH AWNA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS Of SDR 1 a 11'4 ACCORDANCE Wlrrl ASIM 0-2241. 11. ALL FiTTiNGS 2" AND SIIIALlER SW,LL BE SCHEDULE 40 I'VG WITH SOLVENT WELDED SlE.EVE TYPE JOINTS, 12. ALL WATER MAINS Nm '!VATER SERVlCE.S TO BE INSTALLED UNDER ROAD UNDERDRAlN SHALL MAINTAIN 18- SEPARATION, 1,3. lAAIERlAlS AND CONSTRUCTION METHODS FOR ','tA1ER DISTRIBUllON SYSTEM SHALL BE IN ACCORDANCE wmi DiE LOCAL REGULA.TORY AGENCY COCES. Pt.ANS, AND SPECIF1CATiONS FOR CONSTRUCTION, LATE.ST REVISION HiE.REOF' AND Sl..:PPLeAENTAl SPEC:IFlCAT10NS 111ERETO, ftFPROVAL N~D CONS'TRlJCTlc.N OF ALL POTABLE \VAIER SER\1CE MAIN EXTEfIISIONS AND COt-.NEcnCNS MUST BE COORDINATED TI1ROUGH THE LOCAL REGULATORY AGENCY DEPARl'AENT OF PUBUC UrIUTlES. 14. ),lL COMPONENTS OF' fhE WATER SYSTEM, INCLUDING FITTINGS. HYCRANfS, CONNECTIONS, AND V.ALVES SHALL REMAIN UNCOVERED UNflL PROPERLY PRESSURE rESTED ANO ACCEPTED 8Y TI1E OWNER'S ENGINEE.R. PRESSUH€ TESTS TO BE IN ACCORDANCE WlT1~ WATER DEPARTMENT AND AWWA SPECiFlCAllONS. CONTRACTOR fO NOnFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 43 HOURS IN ,\DW.NCE OF PERFORMING TESTS, 15, CONT RACTOR TO PERFORM CHLORINATION AND 8ACTER10lOG1CAL SAMPUNG I~EQUIRE.O TO 08TAlN CLEARANCE OF DOME.STIC WATER SYSTEM THROUGH LOCAL FEGULATORY ,\GENC;E.S. COPiES OF ALL aACTERIOLOGICAL TESTS TO BE SUBMITTED TO O'trNER'S ENGINEER. S~NITARY SEWER NO-rES 1. PER FAC 62-604.400 (2)(G) "S.EWERS CROSSING UNDER WATER MAiNS SH/~L BE LAID TO PROVIDE A MiNiMUM VERTICAL. DISTANCE OF' 1a INCHES BETNEEN n-lE iNVERT OF n'iE UPPER PIPE de THE CROWN OF n-lE LOWER PIPE. WHERE frllS MINIMUM SEPARATION CI..JoJ.NOT BE MAiNTAINED, niE CROSSING SHAll BE ARRANGED SO 111AT T1-iE SENm PIPE JOINTS & WAT ER MAIN .JOINTS ARE EQUIDISTANT FROM n~E POINT Of CROSSiNG wm.. NO lESSTrlAN 10 FEET BEnVEEN ANY rNO JOINTS. AlTERNATIVEL'(. THE SEWER MAiN MAY BE ENCASED IN A SLEEVE OR ENCASED iN CONCRETE TO 08TAIN mE E'~UfVl..t.E:NT Of n-lE REQUIRED 10 FEET SEPARATION." 2. A HORIZONTAL SEPAHATION OF 10 fEET SHALL BE MAiNTAINED 8ETWEEN WATm MANS AND SANITAAY SENER. ,3. ALL SANITAAY SEWER MAINS & SER\1CE LATERALS SHALL BE CONSTRUCTED OF POlY\1NYL CHLORIDE PIPE, SDR ..35. 4, ALL SANITARY SEWER WORK SHALL CONfOR!A wlm LOCAL REGULATORY STNWARDS AND SPECIf1CATlONS. 5. PRIOR TO COMM~NCING WORK '\\'HICli REQUII~ES CONNECTING NEW WORI< TO EXISTING UNES Ol~ APPURTENANCE:S, T1,E CONTRACTOR SHALL VERiFY LOCATION AND ELEVAnON OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFUCTS OR DISCREPANCIES. 6. PVC PIPE AND FITTINGS SHALL CONfORrA WlT1-f A.S.T.M, SPEClFlCA110NS DESIGNATION D-30.34-11C. MA SDR 35, INSTALLATION OF SDR PIPE SHAlL BE IN STRICT ACCORDA"lCE h'm1 111E REQUIREMENTS OF' A.S.U... SPECIFlCAnON DESIGNA110N 02321. ALL SANITARY SENER PIPEUNES SHALL 8E SOUD GREEN IN Cr)Lor~. 7. .AlL PYC FORCE MAINS WITH:N PUBLIC R/W SHALL BE ClfiSS 200, SDR 21, WI111 MECHANICAL JOINTS. AND HAVE A GREEN MAGNETIC TAPE A ~INiMIJ'" OF 2" WIDE, PlACED ONE FOOT 8ElOW THE PROPOSED GRADE.TI1E PRINT ON THE MAGNETIC TAPE SHOULD READ nFORCE MAiN-. a. ,~LL DUCTILE iRON PIPE SHALL BE ClASS 52 IN ACCORDANCE wmi ANSI A 21.50 (A<<'WA C 150) AND ANSI 21..31 (AWNA C 151). HoC. PIPE SHALL I~ECENE INTERiOR AND EXTERiOR BITUMINOUS CCAflNG IN ACCORDANCE wm., ANSI A 21.6, A 21.8. OR A 21.51. 9. ALL SANITAf~Y SEWER GRAVITY MAINS OR SANITAHY SEWER FORCE MAINS niA.T REQUIRE D.I.P. ARE TO BE POLYlINED OR EPOXY liNED. 10. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOI~ H-20 lOADiNG. 11. SANITARY SE.vERS SHALL HAve A MINIMUM COVER OF Tl-iREE (.3) fEET AND SHALL BE ,NSTAlLED ACCO~.fPANIED BY A METAL TAPE SIMILAR TO nTERRATAPE- COLORED GREEN AND lAID ONE fOOT ABOVE Tl1E PIPE. 12. ALL GRAVITY SEWER PIPING SHAll BE SUBJECT TO A VISUAL INSPE.CnON BY 11,E OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGiNEER 48 HOURS iN ADVANCE TO SCHEDULE INSPEcnON. 13. Tl-iE CONTP.AGTOR SP.ALL PERfORM m INFtLTRATiONjEXflLTRATION rEST ON All GRAVlff SEWERS iN ACCORDANCE WIl'H 111E REGULA.TORY AGENCY HAVING JCRISDICTlON. SAID lESTS ARE TO BE CERTIFIED 8Y lliE ENGINEER AND SUBMITTED TO TIiE REGULATOR'( AGENCY FOR APPROVAL COORDINATION MiD NOflFlCAnON OF ALL PARTIES IS 111E CONTRACTOR'S RESPONSIBILITY, 14. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PREssur~E 1 EST iN ACCORD/.NCE WITH 111E REGULA.TORY AGENCY HAVING Jt-RISDlcnON. SAID lESTS ARE TO BE CERnf"IED 8Y D-IE ENGINEER AND SUBMIITED TO n,E REGUL4.TORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES IS CONTRACTOR'S RESPONSi81L1TY. ""!I".l,',', 1p~1,";~ifI"~_lA'~~1~ti1ltiB:_~ijjl(il!i~W~_il~~""~>iIIIWi.__. C3EOTEGH~ICAL NOTE CONTRACTOR TO RE\'iEW AND FOllOH CONSTRUCTION TECHNIQUES OUTliNED IN niE SITE GEOTECHNICAL REPORT, CLEARING AND EROSIQ,N CO.NTROL NOTES 1. PRIOR TO Nf( sm: ClEA~ING, ALL TREES SHOWN TO r~E!'wN ON Tl-iE CONS TRUCTiON PLA.t.otS SHi~lL BE PROTECTED IN ACCC,RDANCEMTH 1116: LOC'...AL REGUlATORY .AGENCY'S TREE Oi~DlNANCl! AND DETAilS CONTA:NED :N THESE PlANS. IT SHAlL BE l1-lE CONTR,\GTOR'S RESPONSI8;UTY TO MAINTAIN Tl-iESE TREES ,N OOOD CONDmON. NO TREE:S SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM ThE OW~ER. I)NL Y "GRADING 8Y HAND" is PffiMlHEO WITI11N ThE CANOPY Lf'..E CF' TREES THAf AFETO REMAIN, 2. TI1E CONTRACTOR IS TO PREPARE rriE SIlE PRiOR TO BEGlNNING ,\Cfl'AL CONSTRUCTION iN ACCORDANCE WITH rrlE SOilS TESTING REPORT. COPIES OF n-E SOILS REPORT ARE AVAH.ABLE T1-lROUGH l1iE OWNER OR T:HE SOILS TESTING COMPANY. QUESnONS REGARO,NG SITE PREPA:~TION REQI)IREMEl'HS DESCRIBED l~ T1-JE SOilS REPORT AHE TO BE DiRECTED TO ThE SOILS TESTiNG COMPANY. ,3. CONTRACTOR SHALL CLEAq ANO CRUB !)Nl'( THOSE PCRTlQNS OFfhE SITE NECESSA.~Y fOR CONSTRucnON. DIST1.:R8ED AREAS WilL ae:: SEEDED. MULCHED, OR PlNHED wlm On-lER ,~PROV(D LANOSOJ'E tvlAIERlAL iMME.DL\TElY FOlLCWIN(::; CONSTRUCTION. 4. DiE TOP~- TO 6" OF GROUND I~EMOVEO DURING ClE.\RING AND GRUBBING SHALL 8E STOCKP'lED At A SITE OtS1GNATEO S'( niE OWNER TO BE USED FOI~ lANDSO.PING PURPOSES. UNLESS Ofl1ERWISE DiR(CTE~iBY TI1E. OWNER. HAY BALES SHALL BE PUlCED ALONG mE SroCKPILE PERIMETEH FOR EROSiON CONTROl. 5. ALL CONSTRUCTlON DEBRIS AND OTl-iER WASTE MATERIAL SHALL BE D!SPOS-ED OF CfF -sm: IN ,t.CCOr~OA."lCE Willi APPUCA8lE REGUL4.TlONS. 6. CONTRACTCR TO 08TAlN ALL NECESSARY PERMITS FOR REMO'v1NG ,"'NY EXiSTING STRUCJlJRES, 7. CONrRAC;TOI~ TO OBTAIN SITE CLEA.~ING de TREE REMOVAL PER'AIT PRIOR TO INST.ALLATiON OF ANY UNOERGROIJND unUT'ES AND CLEARING fhE $ITE. 8. PROTEcnON Of EXISnNG STCR~A SE'NER SYSTE'.4S: DURING CONSTRUCTiON, flU STOR'" SEWER iNLETS IN THE V1ClNITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TR,\PS SUCH AS SECLiRED HAY BAlES, SOD. STONE. ETC.. 'NHICH SHALL BE MAINTAINED AND MOO,FED AS REQIJIREO BY CONS1RUCnCN PROGRESS. 9. ALL DISruR:.3E.O AREAS WHiCH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO fOOT STAN CARDS MiD ~-AA1NTAJ~ED UNflL A SAnSFft.CTORY STMD OF GRASS ACCEPTABLE TO rrlE REGDLATORY ,\GENC"f AND ENGiNEER fJAVE 8EEN OaTAlNED, AN( ',VASHOlJTS, RECRADiNG, RESEEDING, A."JO GRASSiN(; "YORK, AND OT1,ER EROSION WORK r~EQUIRED, WilL BE PE.RrOR!.4ED BY n,E CONTRACTOR lNT!L 111e: SYSTEM IS ACCEPTED F0R MANTEN.\"lCE BY THe: R~G1.JtATCRY AGENCY MiD ENGINEER. 10. CONTRACTOR IS TO PRaVICE EROSION CONTROt/SmIMENTATlON BARRiER (STRAW SALE OR STAKED SiLT FENCE) TO PRE\BH SILTATION CF AOJACENT PROPERTY. STREETS, STO:,!,4 SEWERS, WAfERWAYS, MiD EXISONG 'h'f.:Tt.ANDS. iN AOOITlON, CONTRACTOR SHAll PlJ.,(E srRAW. ~"ULCH. OR OTHER SUITABLE MATER~L I)N GROIJND IN AqEAS WHERE CONSTRlJCT}()N RElATED rRAFflC IS TO ENTER ,\NO EXIT TriE SIlE. :F, iN 11,E OPINION OF DiE ENGiNEER A."ID/CR If.)(,...AL AUTHORlTiES, EXCESSIVE QUANTITIES OF EARm ARE TRANSPORTED OfF -S1Tt: Em'1ER BY NAT1JRAl DRAINAGE OR BY VEHICULAR TPNFlC, Tf-iE CONTRACTOR IS TO RECOVER SAle) EARn.. TO mE $AflSfACllON OF Tl-iE ENCINEER AND/OR Aumc)~IfIES, 11. iF WIND EROSION 8ECO',.\ES SiGN;flCA"4T DLRING CONSTRucnON, niE CONTRACTOR SHALL STABllIlE T'r":E AfFECTED ARfA uSiNG SPRiNKUNG, IRRlGAllON, OR On-lE.R ACCEPTABLE !AEn-lODS. 12. l1iERE Sr'ALL BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW. SWAtE, OlTO~, ETC.) INTO EXISTING U.KE S'rSTEM, ',ETLANO, OR RIVER, '.'t'lTHOUT frlE USE OF SEl1UNG PONDS. iF 111E CO~TR!..CTCR CE.S;RES fO D!SCPAAGe: iNTO DiE EXiSTiNG tJJ<.E S'(')TE.~'" OR RI\'S~, A SETTliNG POlliO Pu..N MUST BE SUGMlHED '!'NO ,!.,PPROVED BY TI-IE ENCINEE:~ AND LOCAL REGUL4.fORY ,~GENG,( P:~fOR TO CONSTRUCTiON. POST (OPflONS: 2"x4" OR 2 1 /2" MIN DIA WOOD; STEEL 1..3J L8S/FT MIN) 6' CENTERS MAX ~/' ./r~/x/ r ..- / Y/ / /"t /' /~ %./~ r-lr---jf{ _~~ I; -~- ~~~tzt~~] I" ?~- J-- k-f~'~1 ~i~:--F:-:;- ).. . - '.. ------.~ s::> ~' ..~L_~- ,~ GEOTEXTILE CRITERIA GRAB TENSILE SmENGfii 90 LBS TRAPEZOIDAL TEAH .35 L8S MULLEN BURST 180 PSI SEE FOOT INDEX NO 199 ,--- . ~-~ t .It;;- 1+. . ~ ..--.. ..1.... .,-.,- : -+-j.:.- ,-+- -I.j. ~ mJ ~~ .' -... ;-;- .8: >- -rr , . >---< '1..-, -.1'+. f-' ~~ -. i ,. '- ~ t-r t.I't-TI-t. -r.'- ,.!f- .- +-,'-r- +.~-I~t- ---' STAKED SILT FENCE 2"x2" WOOD STAKES 2 PER BALE~ .... -:--fo~~ Cn:~ I. EXISTING GRADE -- t: I~t L_ -'I ~---~-. '.J WIRE OR NYLON BOUND BALES S rOr~MWArEr~ INLET I FLOW I FLOW I - ;+-l~~t- I -'-;t-~i,IRitt;~I'i.,= - 1- ,- It t- r-I +1- +=..,... -1- -,. r DOWNSLOPE 2' (MIN.) PLAN SEcr:ON ANGLE FIRST STAKE TOWARD PREVIOUSLY LAI D BALE ~1~l~m ,ffir --I -~~-JJi..-4 J--H_JJ-- II /I II 1/ II 1/ II 1/ iJ U u lJ u f.J If 1/ BALES BUTTED TlGHTL Y TOGETHER ELEVATION I -f-..A2'-': STRAWBALE SILT BARR'IER EROSIO_~ CON"fROL DETAIL FDOT INDEX NO. 102 DR - '068 OWG 1 2/~ 6/94 J A ~1 E S,,:..tvL, W f\! T c: I~ . p:- \\~\illlt~nfi"";\JO l;'~...,"'''''"",~~" ''It ' . ~ \~~.~\\\t~IM'~f~~~.'ft. '"1...."./' ~.. ~ ". ., ""~', ' ~.~; ~y. ".~ t '\-' ,~ -- . i~}f~/ ,,< ;,J.~'."';~---_U , '~"'.", ~,.~. ".~~. .(."d~~':1,..a,lJ1,\;,.:~t' '.Jp..\"..~...? &.r..~.~..; 't~ At. 1"'3,,>tUUJ ., ~s;- -~:. ......~. :~s. . (IitOr7f:.~.~.~ ~----- ,-v 'I{.' {~410 \~.' ~Jj}i'o , '.. ;"~'J&'r E ,) ,;.:'... :-~.I..",.,l ' ~ ' "fFIXEO . \ \ ~;'-" ".' ..- -......- - -- 'T lll!l.--- -- -..-_- 1._, -_-- _& -......._--.......- __~~ "\'."~_--'_."'l\___-'_._-- -11II__ ,-- '9lIHII - -1101 ..-:I.......' -till" . .-......--- "C .~ "l<1N"~ o ..J -' < -, Z ~ o :! < :t () L; t) ~ '3 & ~ ..... o ..) 'n I ~ ~ . o z g '-- t.) <0 .! q) '8 0 .,-- t... IJ 0 a.. (I) 0 ~ ~ ~ ! ~ C fJI .~ ~ c ~ 2 o a ~.-N ~--I") ~~~~ ::) I") I 0 o IS) I !D -1:: ~ 1.0 wQ....,fa ~ 0::: 1"') __ 00-1"') ;:c:..JaJ..- tIl l!.. "-..J ':0 >:.{w"-..J ~o..zx 'S 0 .<1:: 1J)~:Cu.. <'l~o.. IJ) -t' ~\ 0 ~~ \~i ~~ ~ ~ r>. A I ~<( C > ~. <3:@5 ~ ..J :J: U. CJ " ....0: :I:W .t-- ~<C =>3: 11)0: l/)<( o LLJ ~ ..J ~() en w I-- o Z .J 4( a: w z w ~ 2 I ___'HIIm'--'___-1I1iUIIlll-...----iIIIIlIIllo/'-.--...---1iIIIIlIf.-_---~-''IIIm:<IilYt_,ItlIIIllW'___'.m~~~!lIl!lIll-_l!!IIliI;lUiD_'U!Bl~;aMfIIlllRl_-M!l'lJ'4ii1-~-lIIIi\llllNQ,.~ ""=--:( ~'": ..Ill 0' 20' ~ ;r-- SCALE: 1" ::: 20' 40' ] ,- rTAll WOOD & STEEL / DUMPSTER PAD ENCLOSURE TO REMAIN ,~ EXfSnNG TREE ,EXJSDNG fREE . ro BE REMqVEO I TO BE BARRIO,DED /'''lr.r ~ .\;:':;".'1, ',i~' 'Q' ('\1<' (frPICAl) " I (lYPICAL) Ii -. . I I II '. -' r(~,'j I TELEPHONE !. J ' I 1 II I I '-5a:.~- PEGESTAL' i';"O/,K, / tit III ~~ , S1fEL. I SOl"07'21'W F ' r I':'(~ lELEPH0r-;E .,{;, ~-~, ~,' r- r..--,.. t..--...... r- "-"---. t I: : l' I ' 1.. ',:.' I", 'l' f-l':} I .... t' ~ - ~ ..,'.........,-,.. -::r-'t' -- xl' r EXlsmJb CUR8,NG TO BE I'" II 1 I I, '.".', o'V~AI_':)..~"'~\'V IC8.#--==( I ,,<~~'"/ ",i.,:.!,. ....~hl f[\.~ I \ ISAVVCUTATEDGEOF I" !I; I I: ,;' ,,~u.,' ,r[ J "(' \~ iF ~ f ,: I I ~~ .13. :~.'J<..-' ......,/20. ('.'\1<, :.t;'/ L"~J .~'l-;' -- , ,I PAVEMENT AND RElAOVED '\ ,,' I : t-'~ ItC~~ - - ,."= T ~:::,{ -.::.:t: 1,~' I f N~' \ r.g. rjN(" I:' ..A.r:-' 1 : ~ II I : 'f i ~~;ir ~ A~*) 0 18~~',1'", :=J-\7~P*'=;- ===~===~r;,~~) i II .," [i . / II E>"~U~G ~/C i~. oill ~,~ 77 IT \.~~~~OD\\ ',~ '0 : . \@l 'J ~~_: ~:: I Ii: I I. Ii STRIPING AND SIGN ",(r.) c(-' 0 0 \ _J >ll.o ill I I.:' Ii ,) TO BE REMOVED > K V EXISTING CURB ,\ ' ,\ r\'.;",~."l.I ~l ~g III , . I !" . r " TO BE REMOVED ~ / @) \ 2 1.3~ SF a ~ I I t fi r "'-.. , ' ,,' ,,' 0 2" B<ISflNG PAVEMENT ~ w 8\l.LEOAFD." 1.'.1l..<11 EXiSTING VACUWA I "".€XISrrloNGBEs..T~E!,.ICMTO~~DE '~\. [) c3.. [J [ro BE REMOVEO,,\. ~a:I " ii I \11"11 j ,/' ~frOf:;!JgE~tJOV[~(".>, \ ..0 '" II ". 0 0' '~,," 'A *~ t I II': : II' 11011 J I ~ ~ ,- j "., 0 '. -1. T. I: I it!l"~' 7 I I . 1-r:-~-7-_)~'--'_T-r'1 \_0___'__----- f'l....--=--i J" AK'~ , : I I:; :~ 110 IIl'j LP , i\ ., I ;:) I I, d () _ - J......... -' . . ()1\J<' I I , r. . '\ - .- .- 0 '- - 0 \ .~---- -- II I Jlll HI' ./1 -~,8J5 SF'" ,~_J I ~\.~,A~:.L~:;[,~ ,:1 ~-~J';.r:-l1- @j;O;,<' .\ 0 0.1. .:~f'~~" c' ~15 LF lYPE "F" CI..;R8 II! II Ir~~~ EXISTING PAVEMENT I ,:c".p), f ,. OC;T I " j \ \ , - -lOr' /1 . ,t AND GUTTER AND \. t\ ' b. ,. <' "./~r ~~H!'~ I / ,.'~ ~~T1~~ ::0 COLUMNS. :', ~<,:'JJ [J:- c \0i;S: QJ ~ : '~"51 @(o.>-\ SIDfN'1f T~I BE ilE"OjED ,{) ~. ,:; o.\~ " ,4._ ..-.' i II II \1'\ I puMP ISlAND, SOLlARDS I " ~ ~:', . < < I r I r:;:M=-"?j't~ ~. , EXI~TlNG DRIYE\'t'AY III dlrol ' j TO 8E Rn40VED 1_,;Ii .;/ \ \ A~,~ '~,,,c \,1 ,EXISTING CURB --rI ',~,~ ~.~l~ _ TO BE CLOSJ:D II ' .;I:~;'j V f; F,N.SHD \>", t 1.'fO BE REMOVED I' ~ ,j' '.',1\)0'; T ,..f" hi ,../..-:-' ~~ II'-:':,,': 1-'. .. "'1\1; EXISTlNGCUR8~1-(,"':- -.. --..----.-E?l.:---..-i,fL~{r.(E,_ "-,,),, ---).va_____.JL '0' '1, " I.- I .1,'''''''.1. "1r,--r.,,--,-- ..--..... I I u-1 ..--. -' . - .~:.L_ --. -- . ". IT I-r"'''-- II I TO BE REM_O~~_D _ _ ; J.. "~ f.. ~. . ).. ... I...P rrr-' -1' In n-~..! :: 'r-;> a. · '1 a. f'"'' ' "! ',PAVEMENT AND REMOVED "f. I ! '. ; <.,.~ , -. . n ~ ~ ___ 'YPi~"_ . 11 ~ ~ .,) C:. ,. I :!:;:.... I (SEE SHEET NO. 5) ~'I I .''( ....< . :1: I I~C~ ~~ ",.....), . , .; \ 1,085 SF 'I 'I ! -. ~/ ~ ~~ [,..... ""~~'-.l ,,> ~,s-:-~F.,: .. ~- ~ 'TI~G-C~-~~- AN: SIDEW'LK A ~ \0 BE rEMOV[O I II': : I m. .~-\..;!" " .. . ~ To~Je(WlM~~fj9{. {O BE S.,A,WCIJT AT NEI-..REST :~ -- 65 LF CLJRB AND II' II I I ,c.-, (0 ~6.5 ~ (oIF ~STIN(", €:XjSlING\:.cur~a "GOOD JOINT AND REMOVED. ...f)) \ GUHERj\'ALLEY GUTTE.R I I (I) (~:(( T ~E ~VE.~~.To..,.. 8.. .\RE"OVEO-l - D~T;:G PAVEMENt! ' ^ :Jt~~ 1 TO ~E REMO\fD I I I: : EXISTING PAY -~...",. I I ^ I AAft. TO BE MI :lED X'" ,,'N ""'. TO BE REMOVED 7:{,.: 1" I : I ' I I i PHONE SIGN ~,-,'" / AND REGRADED (SEE >". .,< ,:', { , +/- 61 LF EXISTING SIDE'iVAU<:,t ~/ I, I 1 'L: : ~D UGHT : ~--. , PAY I ! SZ1EET. ~ 6)"l.~. ." . 9" ~,.:." TO BE SAWCUT AT NEAREST'';:''-; I) ,- I " ' I I I I I POLE ,;0 8E' I ._~~V--~: ~HONE) "" '" I '-..~' ., --;;-- ~ GOOD JOINT AND REMO\io: ~ \~ -1-1JLJ- . r- -~; I I I REMOvED I 'ZO<~~'~~ ~ """,- ~ ( ~'''\ _ _ __~~9J~J W;h",/D /,., : :i; I 1 I ; ! I ~1 "'" "--J"~ '-- /,,;~ ,/" >),.!(,,', /,., '~l I ill______L____,_ _+1..________ ____.J --- I -1 _ \ r--; , .' f - ., '- ,. - , ., " '- ,.. ( . ~ PFf) ".=.J 111 - . ---.- ------ -, \_) "~~~ /1-- I - -,'" -=[_ -,~,-- t' --- ---:;...'.. -1'~'~(-~1~F!(~--,<;I~\~:~' -:< ::'v _' Ii j -;-~.- _. . . _".___.._ ,,_ ..'_' II \ i\~PPr GH '.' .. t 71:~l~:_ / ~. _ T 1(> ~Z ~ ;)\ rp;~JY: \( 'O~loc=~=~'= t ---------- '\ \ ,,//~~n~fJo~~~Y" - 1~":1 ---jJ .' / /AN rCll- ;'(~V;'G~~~^ 41. . \, ~ '-- -- ~r _ -'-r- .,.;,r.,/ , -7 -.--/ - \ \ )\'..K ~/ Ue. --------- \ / / ' ~.../- -- -,--r-; F~ --v/ ---- -;;L.~-~~ ~~~7<.~~::P'~:j~,[ -- EXiSTING INLET I +-/- 11 LF "'1, f R:"',' - EXI"'Tlt'(' INLET \ .-. TO.. REI.""'N I EXISTiN. G SID.E\'IMJ< ", '. ..-. ".. ;.., . \- 2,nO SF \. . 1- TO BE REMOVED. -, ~<- TO RE,J.AlN EXISTING PAVEMENT PAVEMENT AND REMOVED -,(SEE SHEET NO, 5) ) - '_. (SEE SHEET NO.5) ..J t '\ \ \ _'\. (SEE SHEET NO.5) r <1'::-~_ ../ ,- .J' ../ ./ ../ ./ ./ ./ ././ I II """-,,-, ,r- .... ../ ../ ./ ./../ ../ \ ----------.------ ~~.-/ \ \ \ -------.---------------.-,-----.--. -----..-----,---------.----.- ---.-----.--------------- ---------'-----\ \ \ \ <}=-::::l II II __'_ _ _ _ __ __ _ _ _ _.__.___..________.. (i)Hh \ \ \ \ - -- -- - - -- - - - :-:. =- =. ==-= = === = -:=~:-:-= ": -.~~c~:=~"-'~I- .: =~~"'=--: - - ::- --: ==-~- = ""'~-=-:"''':'=.:::). \ \ \ --- --=~=~-- -~~r. :-, _~-=-_ ~ . ==..~==__.:~~== -__~ _::.~~_-~_ ~-:.. ~_~~-=-~-_' ~~V:'.l.~: ._'.":,~~--~~~- ___~ __~____ _ ~ I~+-_\. II ~ --~-----------_._._--=---:=...~-=...-=-=--=--~:~-=-...=:=..~.~_.:::;:=--=.~.=-~=-..-:;::.::::--~.:...""=-, --- ~-- -- --- .- ._.- --- \ " I {\ ----------- i.' \ \\ '\ 1 c::::::.--' i \ \ \ =u!s=-~iij~~f~~~~~t~-1~~~5r~~-~~ !. (SPEED UMIT: 50 MPHJ-----------------------------~------1 \ \ \ G =::{> - 1\ 1'1 ---.---~I ~---------________n___~ p,; :~-------:-~----~- -------- ------ - -______ _~ 1--- ~ .._ \ \ c~\. ' \ V : ---~--- ---------~-:--._~:::--:-:---------' ---------- ,\ _____H,.,;o€ cF ....A\iEME.NT ------------,--------- -+----___h___.__ _I ~ -- - .- - --- - - -- -....,... - - - -- -' - -- - -- -- _ -- -- --- _ __ _ ____ __ _ ____ __ ___. _ _ 0__ .._ __ t -....-.- - - - __ n_ _ ._ ___ __ .__ _ __ __ ___ ____ ___ __ '~_'_' ..;' -~,{) J'i. (~'1 --....... -~ .~---.., ........... -'" -...... -" ....., "--.. " '--.. ....... '''"' ....... "" '-.., , .(Q ,- N 0 0 i") .......... , lEGENQ '.0 0 !J) I I N ,- , 0 il ..........' i") = cO 0 ..- 0 LI M Irs OF DEMOLITION Er~O'SION CONTROL , 0 z SITE: BOUNDARY LINE 4- 0 4!) (1) I: ,~ 0 <D CENTER LINE ,,) 0 .... :;: l. fJ 0 Il- l/) 0 RIGHT -OF -WAY l~ ,3 EXISrlNG EDGE OF PAVEMENT i'J i'J W W a 0 EXISTI NG CONCRETE PAVEMENT z z ~ c:( z z Ct: cr TYPICAL w z W J: w I Ct: ro cr RIGHT -OF -WAY AREA LIGHT c c Ol ~ .., a 4!) l. TREIE TO BE REMOVED ... .., ('of 0 0 TREIE 8.6HRICAOE I~~ JIIIIlII... C <C o 0: ffP () .J JB:J C'! J Z :) () :! c-( ~~ ~ () ~ t) rrdl ~a llII ?1 ...~ ~ ~ a Ct::,-N c:( .- ,- i") ?; 10 !J) ,- =::J t') 0 i~" ::Jt') 10 o !J)I r.... (',) '.0 cu c:( 'n 0 w 9 ,....... ':0 Ct::G:::t'),.-.. oo.-t') J: ....J -.1) .- (/)u-"--,,ro )- . W '-./ ~ c:( -I lOo..L.X 50<:( IJ'J ~ J: '..1- N~o.. en -t' ~, cj ~} ~ ~ a:; '~6 ' ,~~ ~~' ~~ ~~ a s:- A '"d <U L4 & ~ ~ :c ~- CC o Z<-C C ~. (J)a: ""0 >- ~J <( L1. ~,.. '" =>r:r: :cW Cl 1--- --~ ::C" '~ .:::- (/)0: ::)<( W II) ~J It)(j o (Y) C\I J A'J E S M ,NI '\ T c. R ~ ' E~",~~i1~r.~, ;;;~"~. ' ~ '.'~. ,< 11 ~""'J;:tVi~...J" ",," ___ . 0.t'<ri-.;%.f;.J:'llt~~;;.~-- ___._ . ~~~~, .'\;'.~ ',,..-., . .;:-. ~~,~y? ~~"~;;r::~! ..-' \ \~~)\(.. .. (II' '~"''';''''QQ;)' .\,' ~,. \~ -:..>, ." J \".1' "t.,.\,,~...., ..'.~-::'b--'.. r -' ,'\' .~ -':t'l ....,-:" ....',.. I NY.,,,,,,,,,,p"'; ...-\ ---, , - ... ~""i}~if ' .0-.1::' ;~-- .: ".f- ~VI\ _ _ It.... . \ ~$ ", ',; ,;:' ',' ::,- .Fi ...'~t4:h.t1-$,N'f~+':-lt..I.~.., l-P ~ r- ('. ."..'. ~.. I r.. ; t ; "D.. .\.. '."'\'2.. ,.}1.. ~ ~, _ - ~_-t..I... U"'\'l4-::l'~'.;;" & .\""r~\J;:,~\,~f~J(ix"~ ~D "~";r$i..S1 f'\ II .... \' ~. .. " .. ....".,.> _-_".;I-'T"'~" ....) 'f" i~""; ;, I' \ ,\ ~ .,\.\' ~- ____.---_611II .. v-~L _1IlI-- .-.... ...._-------._--"--_--iIIIillII:IIIDMlIU!IiIIlD7J111lf1;_--'lllllllm........---...._ ''1'' '~__ ~-~-:-_-'-_1J!I!II'J.IIUIl.---_, R/W 0-0 "-<:' , I ... , \~ I -- /....... r I .... ./ "-, z <C :E~ :J:~ U: <( ~ O~ Q.. Ue ~ SITE DEMOLITION NO"TeS 1, CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS NOTED TO BE REMOVED" 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOr~ TO OEMOLlrlON. .3. ALL ABOVE AND BELOW GROUND HAf~DWARE, EQUIPMENT AND MATERIALS fO BE DISPOSED OF IN ACCOrmANCE WITH LOCAL MUN:CIPALI TY REQUIREMENTS, 4. INFORMATiON TAlKEN FROM BOUNDARY AND fCPOGRAPHIC SURVEY PREPARED BY RAYMOND THOMPSON SUHVEYING. INO, 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR ,\S OTHERWISE APPROVED BY ENGINEER. 6. mEES SHOWN TO REMAIN SHALL MAINTAIN PROTEOTIVE BARRIERS DURING DEMOLlTIIN, THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL MUN1CIPALlIf STANDARDS. o CJ) Lt) 7. THE CONTRAOTOR SHALL COORDINATE THE REMOVAL OF EXiSTING UTILITIES WITH THE OWNER OF SAID UTlUTY. THiS SH.ALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. 8. THE CONTRAOTOIR SHALL UnLlZE SUITABLE EROSION CONTROL DURING DEMOLlTilON, SEE GENERAL NOTES. 9. THE CONTRACTOIR SHALL LOCATE ALL EXISTING UTILlflES PHIOr~ TO DEMOLITION AND WILL BE RESPONSIBLE FOH THE DAMAGE OF ANY ON-SIlE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. Cl.: (J) I 10. THE CONTR.ACTOR SH.6LL BARRIC.60E THE SITE AND CONTROL TRAFFIC PER CURRENT FOOT TRAFFIC CON mOL STANDAr~DS. 11. REFER TO SITE PLAN (SHEET 5), FOR LIMITS OF PROPOSED PAVEMENT EHOSION CON'fROL MEASUneS NO"TE: REQUIRED EROSION CON mOL MEASURES MUST REMAIN iNTACT THROUGHOUT CONsmUCTION. FAILURE TO INSTALL OR PROPEf~LY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT AcnON WHICH MAY INCLUDE CITATIONS, AS PROVIDED 8Y CHAPTEr~s 40D-~4 AND 400--40, FAC. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION .37.3.129, FAC., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. 2' &. <( -I a. z o - J- -- ..J o :E w c ...~ ~,..... ~ ..... ~. ~ l'Jli:""4 4 84 IF I OF MIAMI UR8 TO !-M TCH EXIS n G .' ----1 ~~ ~[ 0' 20' 40' ~ -- ) SCALE: 1" = 20' ~~ :0~ cJ): ~\.. ~~ v-<::- O~ G 6. WHITE lliERMOPtASnc STRIPING (lYP) ill 'i, EXISTING 12'x15' TRASH ENCLOSURE WIHf STORAGE PROPOSED 6. CONCRETE CONTACTOR SHALL ADD CANE BOLTS TO 3 EXISTING SPACES FILLED' STEEL BOLLARD FACE OF GATES AND CREATE DROP PIN 1'). 01.1(, I TO BE RE-STRIPED (TYP OF 4) ~ HOlES AT LOCATIONS FOR OPENI CLOSED . \ 0 9'x19' POSITION. ' --Itt- ~~~r\ S01'07'21 (f' /, 199.88'{F) rf.r'1 I I . I t..~ -"'-'.:;r" ...--::--.. I <. -- . - . '/ 21 OAK . ~ r =.-:Y : [ .-, 'j, I, ..Jr - 13.,a. ~ ..:< ~ /20. OAK ... '/ LSD I I l- _ _ - _ -:-:..:=-:- f . ..t ~ - !_ 1L 1 0' BUILDING ~BACK ~U:lERUOPlASTIC ~ClJ< / I l ~ ,(c=J c=J = = = = = - ~: @]OO.UBLE YElLOW (~~~. ill I ~ ,_ I I "1 _===-n=r- 1,1: /? ~: l J I / ---< r\ =:;::= = = - \@] I II ,,bfJ 0 I I III (~~~DICAPED \ 0" 0 0 o. :l (, Iii ~~~rCES 1'~~1 ~_@~~-~ 0" ,,1~SPH~A1. t1.1 6'" lli~nC::: -. -'- - Ek2~f.,,~t.,. .~. . 0 ~ aILLBOAAD"'~I:: I: j I 9' TnTR1~ - I~,-~~_--~~\:;;~ 11,1 110 lit 1'" 0 W LK---_._ -. -. .-.--------+--~. Z4~;:V' I II II ~ ~' I L- 0_ -STOP BAR WHITE (TYP)_ -h ... A \i\\ 1\ ~(< I '-' J ) }.SA1~~~:D:H~ ,k F -~~NC~ ~ = ~o;--~, 0 0 ( 1'1 I(~~ >,1. H/C J !I I SUPPORT POST ,':5: / / / r u@] \n! L~Jor ~ Ar~Jr.. RAMP I I -:<" I JJ J-1L - R1-1 "STOp. I. t" .._ ..... '"2. I tU.1 ~ F 2) I C~ISSTTOINRGE .t -~ < <,CONC (t"-1' COISlGN & FTP-1 (~~r. '05J Ci.~ ,~ ,'J ," , ill 1111: I NEW CANOPY \ ~ . . . ~ . ,- 1 r - "RIGHT T1JRN J'JfI- II' V' 111110111 FACE II ~ ~ '~c \ \ A:sPHALT \ I ONLY. SICN I II . ~'.::;. , .10 \ \ EXISnNG \. I 1 13 CiX. , <51 LJl....!'~ _ [S?l _ _ . ;INISI:ED. I . /.c \ "C CANOPY 6. TI,E.RMOPtASnC ~. II la....' :c -- -- -- -- -=- -:::i ~OO~_E~ ..:~9.a'> __ -=- -:: ~ = = = ~.. YELLOW STR1PING.l ~) J ~ "" '" U~'..' 0 \-( . 'r >\ ~' CJO r - - - 1-.- VI '" 240 r II- .J~ ,(Y" ...",.... 11.6' ~ . :.:..-. l~ 1 ~~ I~ I i(~{rl ........ ""t' : -;-.-- '. ":. (I ~ II fa. ~O' I 1 h <.0 ~)( 1"'.. I" .. I 'leAL ('J I , ( I') (;7 II ~.- a: '" l:.'.. i';~'1 U"MN - CONC Il..IJ ~ (/) 0 ~0 g.... . ,I SF - 0 :~> 1-' , '~i' I -:- I A'~~.ALT N (,0 !ID ! ~ ~ N -______.t~ ~/r----__-~--r_1L-J ~I I 1 ~ '!,::,..{~:~~f: - WlO~TT~~ ;;'/ r- ~ 6~iJi'!II~~~ng:V I 0 ROSSWALK AND H/c J40 S,F NE:N PAVEMENT ALONG -~ ) liMPS PER FOOT INDEX CURB WlllilN AREA OF REMOVED ~ , . .304 AND 11346 LANDSCAPE ISLANDS /.... '" I I ..,. ~ - - 25' BUILDING SETBACK ~ - ---./" /-::::: : ~ ~ lb. __ ~ '" II I ., ,__ _. _----=-~ '~BlL..I ./'" :~: I I - - - ::-.,--- -.__~- !"./5IGN /., 'lJ') I III \_ - I ...~ _ '>.-"--=-~~_...-1!<?.r08'.~~.E{f.L!..~~.~~ ~~~~I .":- _ _ -= I \! SI~MX '~~-j-c;~~.:~~':i;~;~:~~l~;~~~~v~J) OH f \ V- - -O~'-='-"STOp. - , ~?5-- -::pf~:.~:;' - -PER CURRENT fOOT PROJECT - - -OH'h~ -V ) \ 'II/ " !.D .. - .. 28 IF 5' SIDEWALK I . \ ~~"'~IAIJ( , 'I;, " - - - ....JJ (') IISIGN,\L h "-....... I TACTILE SURFACE PER \ ~ , lJ lJ /;?ho lELEPHONE ............_ FOOT IINDEX NO. .304 \ ?- ~~ PEDEST,"'L \ \ ? d ?h ---___ ______ r~~ h 60.5'-- "F. ~~ ~~ 8~ .2 ~I ~ ~ I ~ 65 IF TYPE F- CUR8 AND GUTTER AND 5' SIDEWALK P. ~ ~ ~ I I II II II II II II /I " II " II " II /I II /I II II II /I II II II I I /I II II I I II I II II II I I I II I I I I I I 1 r- ~ 0: ~ ~. -- -011- - - - ~~.. \ -r==-~mER"'OI>lASl1C ",.::~F -. . P BAA WHITE (D'.p "BUS STOp. SIGN J' UNPAVEO SHOUlOER H/C RAMP PER fOOT INDEX .304 (TYP) ALL ~ENT MARKINGS SHALL BE PER FOOT 1NDEX NO, 17346 ASPHALT ASPI-l,.,\LT <1== ,-r. :--~;~ <1= _____ ru~ - - - - - = = = = =.= = = =-= = = = = = -- - - -- = - - "\:- - - -- - - - - - - - - --- - - - - - - -- -- -- -- --= "- ------------------.------ ---- - ..... "- ) /1 . -- ;;r- CONCHETE MEDIAN - ~ . ~ . - .- - .. r _-.. . - 11 ~ ...-_ ~ - - - - -- - - - - - - ~ -- ~ - - -- - -- --- - - - -- -- - - -- - -- - - -- -- - ~~- -=--=..=.....:;-- ..-. -~ --- - - - -=-=- - -- -- J U 5. HIGHWAY 19 NORTH (SPEED LIMIT: 50 MPH) =t> (5 R 55) .,)) (,..l ;~ 0.;.1) (,..l ;~ d', ASPHALT =t> ~ ~EDGE OF PAVEMENT ---------- ---------------- -- --- - -- -- - - - -- - - - - - - -_ - - --0......- _ __ -------. ~J... c}y ~~ ~~ ....;J ~-\. '* --..... - '~, ' SIGHT DISTA CE VISISIUff PER FOOT INDEX NO, 546 \\ ........ c <C o cc: z <C ~f :J:~ ~ Os:.; <C~ O~ O~ ......, o 0) LC) 0"'''- ~ c}~ cc: ~{.;<v en 0~<<:- o ,,\.. ~~~ ~TRIPING MAINTENANCE NOTE: THE OWNER SHALL HAVE SOLE RESPONSIBILITY IN THE MAINTENANCE OF ALL SIGNAGE AND STRIPING PLACED WITHIN THE FOOT RIGHT-OF-WAY, AS PART OF THIS PROJECT. THIS DOES NOT INCLUDE EDGE OF PAVEMENT STRIPING, MAINTENANCE OF TRAFFIC NOTE: THE CONTRACTOR SHALL UTlUZE FOOT INDEX NO, 611 LOCATED WITHIN THE LATEST EDlTION OF FOOT ill ROADWAY AND TRAFfiC DESIGN STANDARDS HOURS OF OPERATION: THE CONVENIENCE STORE AND CARWASH SHALL OPERATE 24 HOURS A DAY, 7 DAYS A WEEK, SITE PLAN NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. 2, EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY ADVANTAGE SURVEYING, DATED 12/11/98. 3. ALL TIES fO THE PROPERTY LINE ARE BASED ON THE BOUNDARY & TOPOGRAPHIC SURVEY, 4, CONTRACTOR SHALL ESTABLISH AND PROPERLY HAG PROPERTY CORNERS PRIOR TO COMMENCING CONSTRUCTION 5, TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING CONSTRUCTION, 6. THE CONTRACTOR SHALL MAINTAIN CURRENT FOOT TRAFFIC CONTROL STANDARDS DURING CONSTRUCTION. 7. ALL ON-SITE LIGHTING SHALL BE DIRECTED ON-SITE TO AVOID/PRE.VENT OFF-SITE SPILLAGE 8, ALL DRIVEWAY SHALL BE CONSTRUCTED PER FOOT ill INDEX NO. 515 9, ALL CONCRETE USED WITHIN THE FOOT RIGHT -OF-WAY SHALL BE~PSI SPECIAL NO~~ A2 A 100% COVERAGE IRRIGATION SYSTEM SHALL BE INSTALLED ~ FOR ALL lANDSCAPE AREAS, ALL IRRIGATION LINES SHALL AVOID EXISTING TREE ROOT SYSTEMS. , . J ~f.-, "'",. LEGEND -,"If _ - , :0- \.<<:.1 18 <:) I C'l g ,II o r- TYPICAL HAI~mICAP RAIDIUS RIGHT -OF-WAY TRAFFIC FLOW (INFORMATIONAL ONLY) HAINDICAP PARKING PROPOSED CURB -... -,.. -- PROPERlY LINE TYP H/C R It (J 2:. ~ 4) ..~ ....... ,.0 0 .tt ~ R/W ~ ~" CENTER LINE RIGHT-OF-WAY EXllSflNG EDGE OF PAVEMENT c '. }t.. 2 a 1""""T"'T,:Ti''''B ' !. '.' t. j ~ i I ~. ' : ,I r . '..' 1'I:iol[,!;,:I:iii, ...I.2J.!-''':'.'~L0..I.' PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT 1 /....... r I t.. / ...." TREE BARRICADE SITE OAT A (FORMAT PER CllY Of' CLEARWATER PERMITTING DEPARTMENT) EXISTiNG PROPOSEQ REQUIRED (MINIMAX) ZONING DISTRICT C C USE: LOT ARFA (Sf' & ACRES) GROSS MEA (WITHIN PROPERlY UNES) LOT WIDm: LOT DEPm: CONVENIENCE STORE w/ FUEL SALES & CAR WASH 32,700SF (0,75 AC) 165.06' CONVENIENCE STORE W/ FUEL SALES 32,700 SF (0.75 AC) 165,06' . o ... .... c( .., z 8 ':1 ~ 0, 165.11' 165. 11' DENSllY (8A.5ED ON NET ACRES): ,028 BUILDING COVERAGE (SQ. FT. & " OF' GROSS SITE) 913 SF (2,79%) TRASH ENCLOSURE 178 SF (0,54%) GROSS FtOOR AREA & FAR.: 1,091 SF (0.33) ,074 2,419 SF (l.40%) 178 SF (0.54%) 2,597 SF (0:79) 0.40% MAX SETBACKS FRONT: 34.40 FT. 32.86 FT. 25 fT. SIDE: 21.84 FT. 10 FT. 10 Ff. REAR: 57.4'7 FT, 5'7.47 FT. 10 FT. BETWEEN SJRUCrURES: N/A N/A N/A WATERFRONT SIDlE: N/A N/A N/A REAR: N/A N/A N/A HEIGHI N/A 2.3' -9" N/A , -.,';;' ~ .r: PAVED VEHICUlAR MOO (SQ. FT. & " OF' GROSS SITE) OPEN SPACE TOTAL FOR THE LOT (SF & % OF SITE): 25,221 SF (77,13%) 21,804 SF (66,68%) 6,388 SF (19.54%) 8.299 SF (25.38%) :;c, ~ Z<( .~.,g v.'~ "'0 ,~, ii! '.:-.'.""(l. ',; . :cw ,-", 1-. :a ~>, .~, "", ;;lit, \If, a: J<C ..'.:..........'..~. ..... I^ "'1",.,,, ,," to,o O. ~ C\I I"~ ........ . . .s 0: ~; ~..~.. \~. PARKING (GIVE APPUCABLE fORMULA): 5 SPACES PER l000Sf' OF' CONVENIENCE STORE CREDIT - 1 PARKING SPACE PER ruEUNG POSITION 20 SPACES 14 SPACES 9 SPACES z ~ .-J ,Q,. W t.- .... tJ) 1. un UTI ES "~, WATER SERVICE WILL BE PROVIDED BY: Clf( OF CLEARWATER P.O. BOX 4748 100 SOUTH MYRTLE AVE CLEARWATER, FL 33756 PHONE (72-') 562-4591 SEViER SERVICE WILL BE PROVIDED BY: CITY OF CLEARWATER P.O. BOX 4748 100 soum MYR11..E AVE CLEARWATER, FL 33756 PHONE (72'7) 562-4591 ELECTRIC WILL BE PROVIDED BY: FLORIDA POWER CORPORATION 2166 PALMETTO STREET C;LEJ\RWATER, FL 34625 (l27) 443-2661 TELEPHONE SERVICE WILL BE PROVIDED BY: VERIZON 1280 E, CLEVELAND STREET CLEARWATER, FL 34611 (727) 443-9681 GAS WILL BE PROVIDED BY: PEOPLES GAS SYSTEM 1800 9th AVENUE N 5T. PETERSBURG, FL JJ713 (72'1) 826-3232. 2. flOOD ZONE . TIiIS PROPERlY LIES WITHIN FLOOD ZONE 'X' ACCORDING TO F.I.R.M, 1251:39 PANEL 0126D, REVISED 05/06/96. . J. OWNER CHAMOUN .JALLO J2400 US HWY 19 NORTH, FLORIDA PALM HARBOR, FLORIDA .r ,"-"r , .i~ . ;, .~ ~;' - ' ., " '. ' . ~' : '-i+ " . " :" J. ~ I 1,: _ , ',.." l~ '," : ;.,:.: " - f " ,_,:, . ,. ~' , t', '" ~ ~ , ,,,<f, ,:,:t ",",:: ,.; >~. 'Iv ,'" " '" i'i'.; .:. ':~, ,', - , ; t I '.\< :,:\ J/<:;',~~:' '~:c < ;', ,,'j., " \' 'i ~~ ,,:' )", ' ::. "'c ~ -I' : :>~:;, -: ~ ! ,,, ",. 'i.'. .'.. '.' ",.. , ' . .,. " " i.. ;oY. ,.,. '. '";,, . ,. .. J'\':. > ,.." ".j,..', ,,", "" .'2.'" . '''<. ~ :,:'; '", ,- "', .,,"- \' .. P., :,' " , . . "I ^ ~~" , '0 '"c , . , " "; ~ /...~:), ~~C:',\:" ., ", "'~. ' (";.- i ,: .::~, "- '. ,..' , . ..', ;.;, :,. ., <,. "", .'.-c;;- . - ., , . ' ... " .. . 'c' . -;. . . . , . .. , , , ;.' ~.;; .. " ;;..---............ ~ ~,,""""" ,,'~ .- (\/ o 0 l'Ii ........ Ii) ''0 Ii) I N - a .~ 8' " .:t , '" ','," 4 .',. ,:;,,: " .::.: " ~, - . ~, . "" .... .' ~. .... . PAVING~ <'0 HADING.: AND"DRAINAG&:.NOTES: " . , ',,",,,,'~ . i"'. : .' ';'" < Jl. It . c . ,,: " '-".:~;' LEGEND '" .. '.'. " : , , ,.: .' .;.' '.,'. . . ., A : ."'~ ;.\ ;'" I" ,f' . .,~ t _'.' "";",; , ; j.' .."r ~ 'l: .-, ALL HOPE, PIPE SHALt' 8E ADVANc'ED DRAINAGE SYSTEMS,INC. N-12 OR APPROVED EQUAL - ' , ' , i, ,'" , .1 r . i.; r,' ~ " . . ; .' ~ ELEVATION TYPICAL CLEANOUT . INVERT ELEVATION EXISTING ELEVATION ,PROPOSED PAVEMENT ELEVATION ,GRATE INLET MITERED END SECTION EXISTING SURFACE 'STORMWATER flOW PROPOSED SURFACE STORMWATER FLOW DIRECTION OF STORMWATER FLOW l. EL lYP CO IE '7'~~. .~... .. , iti'"'" ". '_ ' ~1 ;',' ',!$,',l . r j ~' : '.-\"~'1~~ '. ,fq_, ",- ~, ,~ ~ " ,,,. ~'- . < ~ - :i ' L '," t. '} '.t; i .f',: ; ,,' ,- " .... ,",[ ALL STORM STRUCTURES SHALL 8E fiNISH GROUTED TO INVERT ELEVATION. ..., , .: ,~" '" 2. ': ;... ~ ~ . '.' , .1";' :',\ " I \\} . ; 0", . ,,;.,' '.' ,20' ..' , 40" ~'~ r .:1 SCALf!:;: " ,.. == 20'. " I 'iI' , ' , . ,! THE, CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS PRIOR TO COVERING STORMWATER PIPING FOR INSPECTION, SEE GENERAL NOT~S SHEET FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES. SEE SITE PtAN/HORI~ONTAl CONTROL SHEET' tOR SITE DATA. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (T8M) LOCATIONS, '. mE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUlLINED IN THE LATEST EDITION OF THE ACCESSIBIUTY, REQUIREMENTS MANUAL PREPARED BY n~E FlORIDA 80ARD OF BUILDING CODES AND STANDARDS. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR LOCAL MUNICIPAUTY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION WJTH REGARD TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS-OF-WAY. ALL PVC STORM PIPE SHALL COMPLY WITH AWWA, SDR 35. ALL DISTURBED AREAS WITHIN FOOT RIGHTS-OF-WAY TO SE SODDED. .. , . o . :z ,+- u q) ..! oft .~ .., f 3 1; a.. (I) a ~~~ J. i~ .,. ,,',' ,,~'<. 4. ~ CI c:I .' ~ ,,;. ; .' 1,; " ,., 'l/ 5, 6. of. , ~ --.:.,' . ~ -- ~....." ...,. " . ,V' -or .... ..",. , . . ~ ~~"I' c " CONTRACTOR TO TIE INTO ExiSTING ',' , fJSl~ilNti T~(E ROoTS' ~ll aE :' I ..",,' ,> UmTATION AND SEAL wrrn NON' '~rRONED AT 1 FT .fROM SACK 0' , I ' : . /' SHRINK' GROut AND WElWElL. . , P~POS[D CURB IN ACCORDANC~ WIT1~ 't R' CARPOOUNO- t 1~- OAK ' . COATING IE-5'.80 , .,.. ........ t~t.., ROOT PRUNING STANDARDS:, n~ ~'l ' A' ~ ::.. A ^^ A. A. .A.. .A. A. .A. ~ ,,' ~:~~ I . ,,:- TELEPHONE _ ' ~.'~ ....... ...,... ". -........ -- - -- .. .', g~r~ --I' "- PEDESTN':\ 1~ OAK, " " . ' /" .. ". \!! .t l ~p.\\ u:sr~T},1 . ,501-07'2 (F)~, 199.88'(F) r ffi) '.Fl~PI10N~"'$l~ '. ,-'0 :;:.~" IE-56.05 It", t !:! ~t l ; ._""7'~"'';~1OW~Z ~i"~r-=ffi1,,-=m.. n-Il"-: ~~4;;i1"-~ a~~'\r-:"~!t, :F/,," ~ ' :,:, oM" ~ ". ice'- - - -rt-' . .x~JjJ. ~3t/ 21 l)/>j( .... ." ~I . I I 'i--l ';"0 ,r,.:, "~ [ - ~:,(J LP rj"'- ~ r -:,-"'" 1.)-. ~_~/20- ON< . '/ ,~~~~ L: :l58.oo ,,/ I :-' : ~1~.'~~~~r(~!3-~:: '=';=>TJF;~F~ d-~ '~~.70 =#'~ .@,' @j ~.l TAN:~(j>~~I/ ' , "I d.:) A':"'R!.AJ I I ~~ ,'. ~hca,; ~ I' '. <>A -V~T~ -;:;:~;;::: '=:'~~h",ME:G:: , ... I I II 0 II R,\CK I ~ck -I-r;' :', (~ ~ \. , Mto: ,,;' _ _ = =~ = - - ""1-' .., PAf7.~ 58.29 : ~ -:) " ,!" J <' II I l J; 'v\Y: I ,,: "'" \f\ ",0/ ~~ = ~ -- - w" ,." \ PHONE, C I ~ i 81 1<:' a'* P'l'C "r, I : . 11 I I ,f,,( ,~ '. :;)' '~".,\ @)... ~L -..., la.. o O~6" (MIN)-------"') I I' I'll II I I '; '~?i~ :IiE"a ' .. \\ ~ "'0 · o' \ !t - =;Y 6IS~INO TREE ~S "'S.w.L ~ """ I ~~ ~ . ,~. <~ )Y--, .,: .. .' d" 0 " ,.. PRUNED AT 1 FT fROM BACK OF' , , f'; ~ 11/, CONTRACTOR SHALL SAWCUT " \ \ ASPHALT V - PROPOSE!) CURa IN ACCORDANCE WITH ) . ,I ~ r."~. PAYEMENTANDtNSTALl r" r.:.1 .( oc r d ) r'" CURBING AS SHOWN , 0 & \" '. "\ 0- 0,) ,) (I " r' ' ':. ~l R~ PRytlNG STANfARD'ol' . 8!LlOOAAo~tll' V,\.. ", , I, ~ ,^ L D ,.' d , 0 0 \ , V,J- - ~-^-'-~ '* IE-5~.30- J.JL a 91 " "I '\ \ _ ,) t.A..E2. v -- EXISTING 12'* 30 If' 6 P'l'C . . 11- 11.. < . ...._ I \ \ ' ' ,- WATER 5a.10 ..1' :t-, /'" WATERMAlr ' 0 1.00"(MIN)-~./llol!( " Mt.\i I CON? "j " ,~ 0 ' ,:,; ., '~ ~N - ~. /'" ~ I 1f-1l--1)~ ~'!.Am r ~, MEG .- .' \ 0'" , .,<,....:. _.:.- - -,' I 0 II-" PROPOSE FIRE HY)RANT P , ~~~ ~~~~~ERf( ,~'-- _, r, \Jo If;it ,~ , ~ ~ ~{C~~ T~ks 1,7 (F = 24.0 = z~ -, ~ I: L- - - - - Nf:W ,- WATER 'METER - (1K~ : ~ ;-' PINElLAS, COUNff REQUIREM~ ~TS UNE (TYP) :.'{ ---I;. I~ I 0 /' c::. I ,) , \' ~ . l oJ - - '0 - .AND REOUCEO PRE:SSU~' \ i\'<'~" " ,c., / . -CONTRACTOR SHAll COORD NATE , ~r It f~1 II: . .' Y ,.... MEG 'LJ- .J i '\.sA1ElUle DISH ,(,::, /'0 ,-'~.@~ .', - - :}c.1-f1;,QW ~~EYf)H~ I l-:" \ \ I r ~ . ~ ,r, A/INSTAllATION OF TAPPING . '< :t:g~.~_,.ll. ~~ ' . J : I SUPPORf post l~~r I~/r "' U 'ld.;' -jOt '\' ;j,\ i" ....~~~ \= :;\~ ~~~sANc~0~VE Wlrn ^lll ~ . '" l ~II e . <, I I r.: <0 fJ Q... YLcot~c -,~ I L J .~' r ~~ ':' ~ V I V V U " 2 ~-A"~"..~. 'f 'I~.R, ot',..... l('. , I '~l::;: '(CONe t:...~ '.._r-' ICO~~:" ~~. ;n~ ....:;':..' ,... , I I It II' ,o9.~o r:, I ~ '~ ,~~' I j I . ~ I . "*' , PRUNE!) AT 1 FT AND 2 FT fROM I~ 'J "fiNISHED i:~,'~: \ " f'l TIE INTO EXISTING 6UllD1NG < . _" "" ,r - --- -~.5'- ~ PROPERty UNE AS SHowN IN'.~ I ~'~l ~ < , - - - - - rg - -- - --i 1!}.OOR EL: 59.a','V:' r-- - _~ '@]___.J:.vSERVlCE LAT(RAL ~: 1;8/ ~IY JCA.L IYll f ~ ACCORQANCE WI~... L9?L ROOT) .J;, II ~ < . - - -- - ,~ - -- - - - - - -. -- '-':" ,.,: "... ~ -- (J' __ - -~ -' - -=. . ~ - - -~ I l ' . : J ~~: I (:IJ a 1""-. -^- ~ fRyt1hw ~ ~~n ~~ , I .1 f'~":: : '," 0 <;:::,.,r:- - -r. -'r"1 -CoN<~Oi :';;~I -?ROPOSEO 6" - - , 35-LF-a"-P'I'C~;<<;:':~~.<;c <; "___2~O_'"1~~V: ~.. > , . 'J1ft:" '~IM.JLO~~-"-:IY' n~3' fiRE lWE o 1.00" (MIN)" ~ Iv)-- 1 -c ~ ..,~ Q.. .,' I'D".' .. I ~ ..,II . ........ :.. ~::l , 38 LF 6- Pic <0..0 ~ ___ ~ CO~ .. "'..._.~ ~_ :.:::} ~~1CAI.. " >'. _. . ~" . . ~ . ~~~,:,I I ' d ~ "1 ,L ; ,.. '~" - . t ... . .' . 1(-5$.15--"'" < ~. It , ." ,1 't'~'" . . '; . ell" 'ASPHALT/' I ;":,i: I _J W. 0< II , ',~ J;' .1' , :.~~~' ": 1d" .~' I " SLOT INJ, . f t ~.~'; , 1 7~ l.>AL-:./ ~ III t 59.25 ',' ~ ~ 1'<.;, .'. ' . J CURa,. ~ ~::~.: ,CRUSE TPfP < . - -- -- -- - -- ..,.. - - C'" - - J "', . g 1 J J :r" ~,,{oci~ ~r)~i~ (0 ~ /- "~;i/ ~.:: y IE-01. 70~Y ~.:~~,~~ '~-F.:: :f:E ~ ~ ~;~~c~-~y:: --. ~ -:~:- ; ) ~ 1:1: I IE-57og~ :I 77 LF4'* P'l'C./ ~ia ..,:i"""'.,:,.l...":"'/ CANOp'fE.t.,,7.} " SLOT IN II ,.,,;r)~~: J . . ;' , ~ . \. ~ \.... 0 "00" (MIN) '* , , P Mfa ~, " '\ . ;~~ CURa .. ." ~'l>/ "; \ I'~ ~:~ f .,' /' 'lIC~ 1 W... , >r:.,., 1Sl9TIN. '.. ,/'/, I,.,:,..J';. REOUCEO PRESSURE ~j<.how, · . ~ (.38 LF 8- ACO DRAI". . . . CURa' ".~'.. '" :- ~ia:.. ;4' ;1 975XL to BE ~NTED TO . ~ , . ,'t- TRENCH DRAIN WI H20 ,'.. ;;-' DAAlNAG~ WATERMAlf'l d- ./; . . I _ WALL INSIDE ~WASH,. 'yo CRATE ,"(>. ~,~ SWALE . ~'~ ; // II III _ _,' MAiNTAIN PROPER Cl~CE II ~~:5 7 00' ~'? ' MtG . I ~ B,. ~..~, ~- i\ " I U I (Sf;E CENERAbNOTES, (HEET 2) : A ~I' ..' .. ....~. , ~;. M08It~ /...",.. /. I III CO~TRACTO~ SI:\ALL.MAlNTAIN ' 3.QQ, ,..,. ~r~_~_-.-L__':" ,. /-.---:..:- .,?: .~~". /"'6~) I III . \ . ., p~ ,- '. .\ .... ~'. ., .g... 7.1 ~ .....1.> " l..'./ .' .....' . .,,> ',' ..... > ." .' ,.~ . .',' 3- . ~f'-~ Slr,flAC fJ:. X ',"AI" ~ J \'/ / " ~,,>< /.. :.. ...; . ',.,.. :::..~,' ..... "-71'0/ .....J., , ;',"';.;';-.;::'.:>::-:. :'>,'c;\ ~'::'~";~'.L' ',<;; ~~.' ;.::<; ."../~,..,/,~, ' ( '\ WhJ'UN"'~'~ '>t)(\Xl /~;'~N.i;:-'t .', ~ .', r -,... . .. ,. ", .., .." ~ " .J(...'M'_...."-'!.. .!)"'-.zr",""" I \ ,'PP ..: . I~~' I ~, .' . p. ,Y ~f r-..J 1// \Vl1' ,f . 1~6 L__ J ~.. ... , 'MATCH EXISTING \ \ PH >'~'-:",.. /11 , lr - -OH- ..- - - ~OH- - - -OH-; - - - --OH- -- T~~~ - ',~e~@.'f:~. - -r -OH ,- (;RADE - -OH'h~ -V ' \ ),,:' \ 'I/, ,'/' " ~. ' . -.J "':~:; ~ B \ \ X,-I~AU<;, 'II- ' " . .. " LP -<" - - J . ~'! ':" . MATCH EXISTING P ,~SiCNAL ,~. h '.'. ..... '" - - - - - ,,'. L" "":~ GAAOf AT PROPERlY '~~ ,,~.o _TElEPHONE '- ", . X~ ~ ... 5 .' \ - -';;7- ---. -- - - /'" ~ .,,,'>. "\, r :I UNE ~~1YP) ..~' \ ,\. ~~~. PEDESTAL /~ ~ ' "'---: ----==:.'~ ~t~C&~~ .TELEPHONE ""-. . _ --_____.."..~ _?'~ BOX 60.00 ~' STABAUlED ..~ T. is.' , l UNPAVED SHOULDER , . ~~. fj Ci o 0 ~ ~ ~ el ~ ~ ~ 7, ~ .....-- o <( o .CC: I I II II 1/ 1/ II II II II lie ~z II <( II II :!~ II :t: a.. II ... ~ I I .... II) 11 0 v I I .:..: II <(- 1/ ~ II Ofa II w I a. - ---- I ()~ I I ........, I j II I I I II I I I I I I I , j I I I I 1 - - -011- -) r-- \ \ \ \ \' ...... . 0 ~ Zi 'Vi v 0 q) q) "" a ~ C) ..t: ./ ~ o ~ ~.....(\/ g.-~~ c.o 0 .- I") .1") ::>1")10 o I,{) I lD~28 w9........0) ~ a:: I") . oo..-r;)' I.Ja.)..... lJ)lL.'-.Ja.) ~~w'-.J ~~l5~. Q)~:.t:~ "'~Il. Q) ~ ---sr--- PROPOSED STORM SEWER FFE FINISH FLOOR ELEVAflON F8BCS FLORIDA BOARD OF BUILDING CODES AND STANDARDS (LATEST EDITION) RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE ~]D STORM SEWER STRUCTURE NUM8ER - - - - EROSION CONTROL f:\': ~] EXISTlNG CONCRETE ETflTiT:....fTfFTl tWllil1liltlU PROPOSED PAVEMENT 8, ~ I i .. .., '" ... j ~ .....---....... SU01SlAG)j 9, 10, [1 CONTRACTOR,SHALL CONTACT NORMAND LATAILLE (727-570-5101), FOOT PINELLAS COUNTY MAINTENANCE, A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN THE RIGHT-OF-WAY 11. STORMWATER NOTE: mE PROPOSED SCOPE OF WORK WILt RESULT IN A REDUCTION OF IMPERVIOUS ARE'A BY 1,996 S.F, BASED ON SWFWMD'S DRAINAGE REGULATIONS, ails SITE IS ELlGI8LE FOR A DRAINAGE EXEMPTlON. THE PROPOSED SCOPE OF WORK WILL NOT CAUSE MY ADVERSE EFFECTS ON OFF-SITE DRAINAGE PATTERNS, EXISTING DRAINAGE PATTERNS WILL REMAIN THE. SAME AS PRESENT. r:---:-l L.::...:...J PROPOSED CONCRETE HIGH POINT LOW POINT MEET EXISTING GRADE o .J .J' e( .., Z :;) o 2 c( X o HP ---- --Ql- MEG ~~ ,~~ ~~ ~ )1:. ~... ~ A r.iI PROPOSED WATER METER PROPOSED SANITARY LINE PROPOSED BACK FLOW PREVENTOR PROPOSED WATER LINE PROPOSED SANITARY SEWER CLEANOUT ~ SAN ~ r=:J o 0) It) -3/4- WM- CO . " I cc: en 60.00 EXISTING 43' ROADWAY ~ ~~~~__~~~~ ~_. 11.69 _ __ _--- ~~~_____~... 2.d 6.15' 1.1 O~ SLOPE 2.85" Sl )PE .85" SLOPE 2.0" t2.I ~i SLOP} SLOPE _ I r ~J"I~~ 5' CROSSWAl i\ MAX f ;;rVEMEN 0 2,0% ~: 00 ,., ",' - '5T.~-2 .Q, 5:1..1 _ _ ~ ===== ====_ :===-==: -r:::..~_!'~_ ~7dQ _ ~r. - --- ~':::::::: 5 !.J" 'X QU1 ...."" ~ \ L ~I:DTEIN ) PROPERlY j "M,ll L 8- 1 ~ENCH L lOW 'OINT ....IV\ UNE DRAJ . 14' 59_00 . ----l-~8.15 58,00 - '\ ~ - -- c-: - U'EXISTNG L-_i-_____ CONCRETE 57.00 MED N 'I ell OF' ROADWAY 56.00 o ". ~ :,. L4 r: ;" , ',,ic. '.' I 1 ~ ~ ~ ~ ,~ 0<( ~ Zc >- - I- <>>a: :J "'0 i= >-1 :) e(LI. ~ffi ~ ~I- " -<( ;: ~~ ~ cna: $ ::)c( "" It)~ d 100 ~ o > C') -c( C\I Q. I ., 20 60 SECTION A-A NTS 50 '/0 80 100 40 90 110 10 30 ,j( , I . ~ "l . ,~ , , ,":' ". ., & I J.O' 2.0, 5.2~' 2.75' 15' _ EXjsnNG~ -- -- . - -'-- EDGE OF PROPERTY PAVEMENT lINE---...... 59,00 EL=58,80 "'" .......~ h rr-- Tlf= - ': -=1 UIII~ I \, V-~~L~F ! - 'l" il EL-58.001. 58.00 I I-I ~ llll~T~ I Ifl ~~j~ IJml 1-11 ill I I I ill I I:]f:JL11 _~-lJLl -lll-l 1- --c-m -'I I ill I I ill I j IlU~ Illl~1 j I-L~, I ' J..lll BOTTOM OF -- - - - -I SWALE -...-.-. - ITT- : EL=5l,OO i 56.00 o 10 J CONfRACrOR TO MATCH EXISTING GRADE ELEVATION @ PROPERTY LINE ", (, </- .!, ~ A...I ,'" .~, A$?t~LT <= PROPERTY LINE · EL 57.95 I EXISTING EDGE 8.88' . 9.62' loF'fYAVEMENT -:. "i EL 5"1.82 r " I i ___J : . PROPOSED lCONCRETE _ - - - - _ - -~ I LJ@ 2.80% SLOPE ----- ----- I I ~~ ~. PRbPOSED CONCREfE _-----~------ 1 I - , "-....""-:.:: ,'~ @12.00%SLOPE_----_---LJ -- -- l -- ~- l -- -- -- --- - --~-" :-:.."::: ~u'8 ---- ---- -..::...: - u,~~ - - - - - - ~-.....:..::- - --- -- --- -- MATCH EXISTING GRADE EL 58.20 ASPHALT <, 59,50 59.00 58,50 '\ ------ \-EXISTlNG GRADE 57.00 58,00 5 -'.50 EXISnNG ASPHALT PAVEMENT ,; @ 2,00% SLOPE 60 70 u. s. HIGHWAY 19 NORTH' (SR 55) . . (SPEED UMIT: 50 MPH) c:={:> -- 20 \ 30 LpROPOSED 5' CONCRETE SIDEWALK @ EXISTING GRADE ELEVATJON 57.00 o 10 20 30 EXISTING ASPHALT PAVEMENT @ 2.20% SLOPE 40 50 80 90 t1 (f.! a :Or- -~~- -----~--".-.--- ... .l ~ ~f~~ ~.~ ~~. ~J~~.. ~ ~ I'.' ~OA1EA . ~"eet Numlt~ ~-.,6. .A ~',- ~ .. SECTION B-B NTS SECTION C-C SCALE: NTS c:={:> ASPHAl T "'~.~, "\\:~iik'~~~f# ' ' ....../f' <t.!Zi' \~~.~, "J'\i . ~ -r- '.Jj,.Y.h /' ~. r~ ~ .'....\1 j ~ . ~ '. '" \ '. ~.~ \,~,~ .~. ~",.' ~'~ ~~~. ~~~i#':r.1!ftJ$~/'~ ~ ~\, , ,J'~h ." Hf'.L ~fi"')~ - . WJ'" _' 'i~ :.-' : CF~' : ,>t.." ,: ~ f' ,.- J .. r... '" "" - ~ ~ "'-".1 i,!~ r... ~1. ".. ". I,Ji,' ~l' ~ " ",. . T t tV . , ,~-,~,.". . J f ~ :~" \~ ,': ,. f.tJ ... " '"" ,;" .)f t";,F,~i ~ ,"" s..~, '&.~.. . & ' ~~fffl?~t '" ~P~V/L1 D UNtffJ>>:./i .. ,OA fED & RAlSEt,) SEAt" AFFIXED ~ , '"'" ._ _ _ _ '-_ _ _ _ _ _~fDCE O~AvEMENr ----------------------- -- ,L__,_._ . ........- "'....--. . CALL 48 HOURS )........, ~ .4 'V . BEfORE YOU DIG }f~ It's the Lawl '~ ' 1~~OO-432-4nO ',~"(, . SlJNSHINE STATE ONE. CALL OF FlORIDA. lNC. ~y - -- -- -- -- - --- - ------ --- -- -- -- - w......."__ -- - ---. ...... ........ ........ . ~' '-. '.;, .. ' '. '...., ., ,,' ," ".' , , ". .',. , ' ", '" ~ " ~... . .. .".., :. ,. .'. , '" '," ',.:, ., '. I ." " ;', ," ~ ,'" ;, __ 't' < .- -;." " ~ " , '. t. ,< ',. " " ~; .- ~ "i , ' ,,",,; , . ", .' . . . .. . : -L-1/2"R ..4. :"I \ NATURAL GROUND OR SU8GRADE 7 *~~ I - I _ I ~0~- ELEVATION 2'-0" ABOVE TOP ~ I I _ ,~~ ~ OF PIPE, CUT-OFF SHEETING '$ 1 [- 1 ~, ....-- BACKFILL TO BE COMPACTED IF REQUIRED,__ . -;;: i 1 - /" ro 100% T-99, LIFT ' -----.... I t THICKNESS MAY VARY _ t , DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION -_ - METHODS' USED, BUT IN NO ! CASE SHALL EXCEED 12", V @ DENSIl"Y TESTS TO BE TAKEN a IN ACCORDANCE WITH THE ~'~ GOVERMENTAL AGENCY V // p?~ HAVING JURISDICnON, OR V / / /v / AS MAY BE. REQUIRED BY V / / / / THE ENGINEER. V " /r 0 ~ D/3 '" L/ ~~ f(~ I "-6" MIN - 12" MAX ~ ~~~, 12'" DIA AND UNDER .1 :1 ..-- 12" MIN - 18" MAX ~ jI.lllF=illillE-~ ~ f1[1' OVER 12'" DIA r-- t111 r- 11 I-i- '-" II - IIIH. !1I1 HANDICAP RAMP DETAIL BLACK BORDER & LETTERS WHITE BACKGROUND <0 I 6' . ... . ~ . . . I PAVEMENT ~- SIDEWALK ... 4 . . ro ..... . '. . . . . 4. -",,- -- -- --- ---~ - WHITE 80r~DER & SYM80L BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND . . . :<4 ~ .. .. ..:" ~ , ELEVATION TOP OF PIPE OR HYDRAULIC STRUCTURE -RAMP 12: 1 MAX NOTES: " CURB SHALL BE CAST OF 3,000 P.S.1. CONCRETE BEDDING AND BACKFILL WITH SELECTED MATERIALS TO BE PlACED AND COMPACTED IN 6" LIFTS UTILIZING METHODS AND EQUipMENT APIPROVED BY THE ENGINEER. , ',' 6" VERTICAL CURB PIPE BEDDING rAMPED AND COMPACTED / -\- - / ~-' -==UNSUITABLE - ~ "" :% ~ - MATERIAL ~- L-:~~ 0<---- -=--~< ~~ - ~~ /~p - - - - - -, - ~> ~~ . ~:\. /,A>%"Y - - - - - - - >0:'V ~~~ 0.V,,,~~ ,v.,'..~" ",:"K~ ~~~'Y(,& /~~~~~ 7~~':;:;:' ,,' . v>>J>>/>' /'0//'0 r HANDICAPPED SIGN /' SEE INDEX NO, 119 ALL LETTERS 1" SERIES "c" ...~ - _ .-.f .. .. .~. .': ,. '."A;" ..;: ~".,. ." .~ .. ~.. ~., ;",. .~~, ..~. .~..',.;" __ ';1 CONCRETE ]'., .... ;,.... ..4 .~~~~~~~~L:i(-i~~ ~.~~~~~~~ -- BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT' SPECIFICATIONS. TYPICAL TRENCH SECTION CONC. WALK RAMP DOWN CONC. WALK -- SEE INDEX NO, 109 TRENCH.DWG 3/31/'12 tiTS CONCRETE 6" THICKNESS 3,500 PSI WITH NYCON NYLON - 6 FIBERS & lAMBERT RB-64 CURING COMPOUND. OR 6"x6" W 1.4xW 1.4 WWF ~f WIDE TRAfFlC, BLUE / STRIPE (TYPICAL) r- 6. WIDE TRAfFlC 'MilTE / STRIPE (TYPICAL) '/" ./ Y SUB-GRADE 6" COMPACTED SUB-GRADE LBR 40 COMPACTED TO 98% MSHTO T -180 ~ TRAfFlC WHITE t...o ~~I TYPICAL CONCRETE PAVEMENT SECTION 6" STRUCK JO.INT-~~l SLOPE - --[. ..: .:, -. '. " .. . ;.-.. ~ ~ I--..~'..-. ~ ..;..- .~ ''-'\." "..". .:. . 4, '. ~ .... ,...,~. ~ ~ . . '>\ " :~.. .~.. . .,..... \:. 4 . . .. ".... '\'..y............ 1 L' ;~ .: ~ ".~".. ......., 1~';~ .>~, " . ". '. ..' CONCRETE SIDEWALK ~. 6" J WITH 6x6 10/10 WWF . o I b ..... . o 2" RADIUS a N ~ r PAVEMENT SURFACE .0 NEW SURFACE -~ 11 I II I 12'-0" 2" (TYPICAL) H) 5'-0. I 17'-0" ===:r NEW BASE I SAW CUT ~_ . EDGE OF EXIST PAVEMENT 1 _ ~>-_ .~~ INTEGRAL CURB SIDEWALK NOTE: ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC, HANDICAP PARKING PAVEMENT MARKING APPLY PRIME OR TACK MATERIALS AS NECESSARY CONNECTION DETAIL AT EXISTING ASPHALT PAVEMENTS . ~ ~ .~EAVY DUTY HANDHOLE RING & COVER CONCRETE PAD BUILDERS FELT", OVER ~ 16" SQ X 4" THICK "'" /' IN UNPAVED AREAS I: < I . ~~ I L r1 ~ soQ 3 ~ 1rY \:~ ~\\\ '- 1\ ill:: ==111 J II ,II 2' SOD '. 1/1==111==111= · - . .., . ---2.ffi---2.TTT-.!.Ti n.~ ~\\\ \i// /" ~ , DIA OF PIPE LESS TIiAN 15" ~ TIb // ~~II i~1 ll~, -,' . . J11 rWmY-l' \ .,. 'II-I' \'), .3,000 PSI CONC AT 28 DAYS ~TOP OF BANK ~6'" MIN ,~ ~\e- ~~ ~,/ EXISTING PAVEMENT ~ 6 ~ C> FILL WITH . 6" CONCRETE~ ~' . ~. 6 . l> '"' . o I i<) '-" ~ I 'T NOTE: CUT PIPE TO MATCH SLOPE OF ENDWALL 4'" DIA GALV STEEL PIPE; PAINT WITH YELLOW REFLECTIVE TRAFFIC PAINT .. ~ ., 4 . ~ b t CO PLUG & CO FITTING ~ ~ 1......................,.1. ....... ~.,-.c".e..~.oo('o.,.....;~:toO~ ~ 3".C>'" De,,".' tt ,...... .............. .......- 4 ROC BASE ~::::::; ';0:.0.:.0.0<' o~:~:::~ . ~O=D:O:' o::..:o:o:o:o~ :":":0:( Q > :1.;<;- ::.~: ~ POND SIDE SLOPE-", .2' SOD_ ,.'()< .2' SODl \ r,-,::~ f't Ie.' ,: i-Ut f~ "~i" 'II r~ ~ I 'I \in=ITT :=1 r! ~_ J II .lll=- '-1'1-111-'" 4 .:..,.4 SDR .35 PVC PIPE I I 45. EL t'l. , I. .. .4 I. 4. I' . I'. . ~ ! . '. 1~6' . ~ ~ .. J I. ~ . 'I . .171. 4 1 4" DIA ../ ~6, .: ~ : 6~ . ~ CONCRETE ~ . I> .L ~ .J. , I> . I>. .1> '. . <D J N 45. WYE l-- r" STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER r L l... MITERED END SECTION (PIPING LESS THAN 16") BOLLARD DEl AIL CLEANOUT DR-I064DWG 12/16/94 . ,"- :.", ~ t". ' )" . , .;. -,: '.... , .,<:-' < ..; ... ... . .',' ,. , ':.. ~" . y" , \~' -.l .. :i~\" '. ':: !)' . , " '. -' :;" . ...~". ;-... i ,.f;C,. ;,: -i) '- t I ,~ !" ,.. , . : -' < ~ -t 1 ' - 0" f. , < / :.)tY/ <0 :t STANDARD' PR(,-PAlNTED , .. DISABLED PARKING SIGN. ON 1/8" THICK SHEET ,: ALUMINUM . .c... . '";, PARKING BY, DISABLED PERMIT ONLY -, I (J) I .......,...... .. $255 FINE . f',S. 318.14 (}) . :t . z " ~ .- fn 0" .-.. , ~ ....... , . -~ -' ,.2" Hor DIPPED' GAl,.VANtZEO. STANDARD WEIGHT STEEL PIPE , J' ." . - . . w -rI'-- \A-'A!\I/ Yi' ~/lI\\J,%!\' ~ - .~. :';"J>.: tj'l I ~. ...".....),."J> .':~ ,. .~.."....... ., ..,,-..',\:..,..~ it'J>' :';'"J>':. .' . it'... :..i..... :'.. '- . .. ... ." I I -I ,.... .. .. · . . ",. . .. .. ~ .. l'/...~ . -:..:;.... : .: : . I 1 . 11..." ~ .:.. :;,..... .-": . ... '.' it "J>.... :: _\ ~. .)1...... : :.- '" - '. ill-I I, ~.:! I I, ~ti.:.' f J I .--- 8"X2' - 6" CONCRETE MASS. ---- . 4 I 1"4 II ../V FINISH. T9P OF', MASS . LEvEL . (, ~ ~ _ N WITH A SLIGHT RAISED WASH -I ~ ,.., 1.."..""7' i II ,l. APPROXIMATELY 1/2"A80VE ~ . ./1 I,.~. ~ LEVEL OF TURF/SOD, ~. .1 I ij' '4 LJ '4 .J" " . ..... . . ..1 , '.' .' ~ ()) I , -t 8" t HANDICAPPED SIGN DETAIL - ,.,. , '.. r " . , )~~~I~~' ',W1tJTER, "..,.... \\~E.~ <<fWl!' ";~i~;.N~O, '~""rd.'f1 ....;" ... /'~ ,'...., r "1 ",f' S'.t :~\. '.'.' ... , , _~ .. :J~;",: j- J~j . . :_~.\ ~ """~;i 't '~':. , .,1 . ,~. ; . .fli'-.,' 1\ :!' " " '. ,,-- 0' II:. 'f '.,' .'.'.. .' I" \, . .............I\~...'. "~.::.tt,;.t\...",~A\1~".~~."....'...'.....~.1 'V....A....U. ti'.; ". . '...' l...'.. -;,m . J\t~ ,., .~ OA T~trt "r ,'.., >' e &,1, \ ,^1~ ~trAHl~ED" ; .", ;,' ,~. ,;l,t.. ,- - _' ,,' ,'/' 't" J -.,:",>. ,;"",{. ,'reo './ ,'. i,:,t;;, ".;; ~ ,;;< :'i/), ..., (;., ' ;' . \; ,;.~. ! i, \/',. . ..; ( r. , .,,-. . ,. ," ,-:.. , " . ., c;~ , . .', ' . ,~ ~r-" r, ~ , I.. . , . . 1< . . . I , J I, ~ fo..; ...tt)"'.....l:,i '-' ......"'" ........,. SU01SIM)~ o .... . ..J fit( ., z 8 . fa ~ 1 J:. f?C.. ~'g >',a:\ <(0 '~ .J I~ (/j~ .C( I:). ;=... It) 0:. I.IO.~; O.J ~."..O (\I' . . 1t . ....l~ .~Ji1, ~ ~ . ~~;, , ~ -. N ;~ ~ ~ Je <Ii ~ tr)oO .,..: CO i 0 .,,^ C . Q ::it ~ .... ~ <0 ,(l) !"]g '-" '-' "---' n..... r-'" ~ : ~ ~ ~ ~._- o & ~ i 'i ~ e o ~ a Ii) ;~~~ Q,...", ~:'~}j ~ :>.. ~ . '... .0 o'J) I (!) o~ c!COro w _ ,.., 0:::9(~..- o..y.,... l.t') . ~" !t.e ~ .~~~ . o..o~ ID~J:~ ~f-4o.. <t .~~ ,~~ '~;l I~ ..~. ('\ L:. A 1 i ~ ---~ (J) I ::I. !(< t;j Q , 'i 1S4l ,CU '= '~E:. ~. A -.......,. .,,'r-~. '~";.'<o1nt.' ':' /. ~...... ~ '~ ~I(fet Nqmlter <.. ,'.., .~;f.t ~ I ". "ct, ;.. ,. ~ ':\ ." J . '~ ''!- " ':~ . } .. < ~_ ", O"l, , '~<, ,,;~) '., i' : ~ '. ,"' i ,~',,,,':t-', '\~:.~ ',~~ ~ r ~. ,k .', l ~ " '. ~, ..,., ~. ~~~~~~~ . I " . -:' " :..rif.~~ :\.i~? ~~ ,', ,,' . , ~~pr;'<f,\\) ,~" . I .~< ' ~'<.O 'V~~ iS~' , , '. '\ (': ..({.p. , I ' ~" . ~<l~J~.<1y~#/;il , .p.: " d~("'). .-'! 1. . ' . < ~.._,....l> !"it":'1.'\~ . ." '. ~t' ll>~fi"'" . r. . ", ~~\) ~~<!;~l4'~' ,'(;~J\~:' ' .. . I ~y- 1 rt<'>}. . ~, { ~Y> ). J. . ~ EXISTING TREE ROOTS SHALL BE . \\.01~(,~\\o.~o.\>c,~~e, s: " I PRUNEO At 1 FT fROM SACK Of .\) S ot \?". . ~\et1.Olt \. EXI~TlNG TREE I PROPOSEO CURB IN ACCO~DANCE wrrn ,~1) CtJt~n ,.~b.ete ). n';)."e.i~p. . '~OI?Y''''' lOCAL ROQT PRUNING STANDAROS. " V\~P . ;D\\\~V ~,).'t ):', '..- . ,,/ . I '. . ~Q: VS..P'" ..-J,....f" ' .' ' . .' ~9-~. I --- ~ '~ ..~;;~-?. . . / ~MULC~ aEO ALONG n"~~ CARi'OOliNG. . r "\.' ! : f Rl' ~: y,.: '. {,' ' ,,' AU": R~' ?~ ~EOOES' h!: ~ , . __I~ ,. -.\ ..' ""''\ , 17~ '. . ',' - '.' . lWJ d . '\' . 'i,,(.i::J . '.... ".'l'" .. ~T~~t ~~' . ~.i r~. : A" dl'~"Wif .~'~, 19d~8 ~'(~) 1 <.. ,'f~~l' ,:"" , " ;1 S~ . f... , r.1* .[..1. tIn.r.,.r.I.l"'. 1..(.]".'.....1.1.'...'.1\1... H.I~I. ....i '(j,: ~~.. . ~u ,:~ :./'->> ...::.l r2!-: .1!~ ' .:..-' ,~. V'~:; I jl!<l '..~'(1~m..i. 1" .tJ'L"I I,. 'UI '~I'I.l. · .I.I.~'.I. .1, ,~~) r.'(....u....~.,.... .'. .. .. ,. . , -c .,., - " ~ ~ ~ -:: ~.: .: '.. }-\'..:~..'-:. ,.' ,. . # . ... · \11! " .. · · · · ., y IMC\', J '.,. '.1 ><)c " ' ,. I ~ . ...--J I. " ..,.. 'Jt./S" -w./l...1I . ';;7-''fl...m , ,~. ~,. ".-:.:.t:.. ...... ~li' ..-.- _1Ir =~ .Me 1.:1, X'#Y'\. - ,... .~.t~/r=if ''-:.:::. .T."'........~ ..."'i.i::/.~.~.?f} .,..,....,..;-:.~~~4"jJ". ':'." ~I', '. . ;f..f(..._p:::::..... ~ , l f ~vvV'\. - --- - = =- ==-'" ..i.... , ,,,', '!/..:';.;"';l ~ ":l~' ;uc........ '1'1."'" ,.. ....~ i!/' \('9.J~" t i I<~r~ l':c-:J~~TC:::::J'I c:::= r; r~ -== i:ij" ..' c=::::J, \\ i::J/<f:iX,^Xx~ .."U~:io~.:..Yilf.: ..' 0 ~.. /t . ;Ae U t5 ' I 01 I /all 1\.\ ,"":i< 0~ ~ ~ ~)(. ";J::."-::"::' ;~'p~ If ~ '_ RJ "-...'. ..!./' '50 _t..'-i\:\'J<vY~: ~r,.;."'''soo ~~~~== ::1- "}>.C3~rJ "'-... --r t0k -j":r>1 e'- i\ \ "Y' r' .' ~~E~ - . ~ .' ~. ~.' I.' · r:.xt.< : I U 'V\Y",! · ~ ~," ~ ~AV'Sp\< PH I' ",: . 'h~M:f ~1;\;rRl\ I f6V\ ~~$ i" :- ~-'\?E?N'9" ,W,/>:[~ ,[0] i' : . "?'<;'1~ *"I~ . W f' '~..:\8$\ ,. ~r:;'~ ...., , ' )" J).~ . ASPHAlT' .1 II , ,ti:f ~~x V:"" '..~ " "\~?f)J 0 \" .' \ " 00' 0,' L', '" V BILlJl()AAI)~I~.l1:~ (LI\ .iJS\I.. ""': .~. , C "'\j ,. 0".0 oJ. : 'ib~'a :~. ~~3; I "'\. '. 'i. 0, '. k45)i\.:, '., . :~f~ it . lJ.:'J. J 3-) ..,AC"211 I; ,,). ',', \...., '0 '.. 0' \~J..) .,.' '. . : It! noli "~'< . ~. x:::::J t CON~ J ' .~. 0 1 ", .J. ' . \ r: ~..~ . ~ . I/~ II ,.~ ~n' r '~R' 1 I (.... ',. \: '';~',------,-_.:.--- "~,".. .I:~ . ~... I, .. Ji'...I',. .... f r< l\ <' \- - - S ,,1,,1 .~ ~~ QV" :~ ~.... -:::t V 21 , '() I ('. 24.0..} ',1. ' . ~-' ~.-:- ~ ,. "'. '''l ':'X' , .. ';0'; . '>I. 1Il",. . ./f': , . ,~ <. . - - - .,. '. VI" .,' . .' ., ,I v.. '.' ~ ':. ,i, l S'JPPORf' POST :,: //,,";'"'1., J\@{I" .L IO"~ I \ ,~~. '. , ~ 5( >\a' . ~. .. I ~ ;;;' I .", . . QJ , ~ r:' , 1A..&406.~.~..," '1,\1\ ,:' ~ . .:.: ~ I. ' ~ ~:> <j~HCJJ~, ~CON~ _:~ ..~, L- -<~. I M,~' ~~, .... ...6-., .: r 11\ . N f H B \ I, "": ;., :~~ \" . \'.S.. -, r - .f' \CO~' ~ . ri >0 m~ , E)OSTtNG TREE ~T$ SHALlJE, "l, ~ ~Ol, 8. ~5 ' " ',.:, ~ ~ ~': ~ \ \ AsPHAlf t.J ' . t ~ .. ! r\. ~ "~_.~~ PRUNED AT ,. Fl ANO 2 Fl f~vt.f>':F ~y ri : .., , \ \ 1 I r . 0 qAI<'.1 t:" PROPERlY UNE AS SH9WN .IN .~J....\i ~ If":......... __. _ _ _ [2l .!. rlNIS~ED', . .~ ~, \. · \..ri' r j . t ',' : ~ (i1 - A<XOROANcE WITH lQC,o\L iiQO~~ [I'f;r:t ' .' '..r--":-;,---'-:::'-::"-':':~.i ~~~.~9~1..~:~:,::-::.-:: 12I.=::.,:;:~:.~:::..@L._.,.... 1 f ,,:--->; !1~' PRUNING stANOARVS. iJ.;,f!: " ~ ~^ ' At e .. . '. , 1. . ....",. ~ ;' : I> r;:::;- ~ '--=1'r. ,I \-yo - mf >- :~ :;;;... " r.- 4-:.- ~' .~ ~ I~;: y,,~ ".' '. ;,"" 440.0 -:.;,: .. . ". '<.' " . ~. f1.4' ") r~ ..JLo!::&~.:Jf c ~ t'" {. ,'{},' \:"1. . :->3 t;:~.c("" " '~ : I, ',I:'~/' ..' ,"<,' ,.:~ :: ~ ." If ffi ' rl~ l:t.~ I " ' f' ,. ~'tl .'" I · 'j ..' . " ~ ' I 1'- ., If 4.1 I ~ . '.' ~. , .. ", ". l>~l "", '." CON" '., .. ttJ..' I. :':.'.1 (PleAt. '.lJ \ :" . 1, ~ "0 ..' r. \\. .:1 ;0;;:;.; 1" .., ""~ "~l,." Y .' , ~._-~. -:''C UP?ORT ~ i';1 z "It as . t,e> /G " :~I ',.0:.... , . '. i,., ,.....,' ' .~' -, t " J.. "~: II . 'pi~~""':':1 · if::t; .~: ..;. <'l N. · '. , ""., '. :'1\ .! :~; _'" ~.~. ~. ':, I~~;.. ",.' > . AS~HAlT. ~I' J, · . ~''':::t' , rl V ~ .' " ,," '....' "" '. ,,' J'l.t< 1. C. T \J ~ "! ~ ~'tl " '. · d . I" .... .:. .' ,.' , "Z '. . pi?', I -;t ~.Jr,J~ U;.1l> ..' .......':.. " ---------'1"'--.1:::.~_- ,~:.: -:', .t ~ " ~ 'L.!'. . <" ~." v ~" .>.~' e::........F:"~. ,.' 'l J~""'" -"... ~-...........~~-Tr., ~-.._,:~~:,. t ~!,' . :to i '. .:<0 ;'.vc,.' ,'-BROWNRIVER ,.. ---~::-"::::::::--~-----' ~-'-~-'{QV\~"" ~:: , f .. f ' '< ~t? ~ I~}~' ~ ' .- , .... H B STONE ' . ~l..~:'::'~7~;~?,""'" ',,?, '. , OOTIOIl Of '~~ 1W' ."': '<'~~" . ~ );:., .' ~ . -' ~ 114"11:.:. ," .~\::. \;(,,':;":. ,'~'.. . -: '..!.~...,:/; ;.;-'j CANOPy E.'L.: lY f RJ \ ",.... :: ~~ ~" I .)" . '. >< . '.~.~ \.257 ..... , , " ~, ".' &'::t,. · :;;.(~ .~: I 'R1 ;.,r. "x "'::. ~'~~MC'" ,"^ ',\ }h\ 156~1' ..4( ':~~l;::.l~;:;:~ , ,". 2d~;;" fWL"1 VRI\ ,'f I~MV\""1 ,,'."' /nL~\~ ,,,,; ;Wlr~~~i':~:~"'~ ffRS\' ,,~.. ~. '''j'J~ ~4 ,5. . . ~'6 ,........." " " ~,~ ,.f,~. ~-, RS' . ,~~ I. /1,' Y4i ~tf :"\ . . :', V "J..:.....", ~ ,;,.." , ..:::::. :.1: - f . --;, '<," ~. ' .,,"',' I , _' ,. , . ,,'. <"~~Vf"'::-':::::';r' I 1!~:Oj rsP\)'...'.; ~/I. ,-r - - -;- - -r ~- ~ ....:-...;.,...... 0- "'llAN02f.APDl.,lffE~.~...:~, :: ;e;.~,:j::,'~iI"" l' 7 ~ I J dp .I..... i:l:~ I,' I .~. ,,"." " <;~~,. ., .,...~, ',JI."""- I III j"::> . , "'.~'" .-:.~ 1/. , , .. .' ..' .. , . .' .~.,. '. . .. .. 'I. ..,. . . I ' f31.~ "".:.;.,~;~~~ ' r~__, . i' ."-.::.. ':"',k1>~'t~~"~-, . F'~l .4 ~~~) ,'II II!,' .~ ; ~ ~...~::J..~...~.., . .'.;; 'tt!It1I!t:. ~ . ';'; ." 1'\6 I \ - - .istR1\'>~ : "'7!~~""""~."~" ,..~.......- ,..:- v ", '..... ,j' '..7"~\\I':'~~'l'-- ~.;~~.~. SOO "~~.\ ~~~. :./"FIC~r I III \ ""0 Rl <W'f....~ ,.,"., '"......~ JS ~:r'--"""'--_." ".'.. J ," , ~ """',,1. 0.:r.'::'~';" .,.,.....,r., ..,I~gg~g o~ooo'~1 '-'.;' :...,. ""?,,~,,. .,..-.~.' -~-:.-:::' --'-~_. \ t!J-:- -a.H- -.. "7" ~ -CH- _ . _ -OH- _ _ _ -OH-- .: 1 6~J~L_':'OtlC;:?'\ " bii .'.' 1: S.R ""\\ 1 ,~. 'C II "),' . ,. ". , ~f8tJ1. , ,",,, ..,.:,;;.::;~ ~ -~, . - -- --::---\",3') -- - -:-OH+(~\ -Vx 'tJH.} \ 'II/. ' , ' , __ __ _ -1{ . . :~..,. . .. " ;', '."K" . \ .' ,-'tnu-., 'I/, ;',,- ; . ri; . ~~cJ:Jtr,*R8~N~ \\f~\t~~~ ':'A'1?'~h f~U:PHONE , __._ _ _ . :::,. ' . AREAS': ,; .' I ' A~F PEDE~TAt. .,.', ',:... ../ ~ ' . ',,--. .?~' . '~.\ I' .A?~h" ..; ,....,..., ,,,- '-.:-----'--- ~t- 7".;1; <, , ,.,. _'. . ~'.4' h . , ___ '., -"c" ' ~ " .. .."".. ~ ~, , I , '?,J. { 40' 1 }:: , , ;,- . , " 'i. "<i ~ ASPP.A/...f , <J=~. --,' , <}-~ _ _ _ _ __'__ _ __ -:;J;_ __=-~__ ,CURS" ' . ~ - - - .- - - ~ -: - - ~ - :;- = = = ~:-==-= = =: :: = :: = - ~ = = ,== -: = = ~.'~:~ ~:., = - =: :::: -- - :: = :: = = = =: " " CONCHEfE MEDIAN ' ~ -7-' ../? - III'"' \ III -.........- . " :::1: -..,- -':',--- - - --- ~ .,. '..c..-'L, ~ '. ~'V _-- - - - - -~ ~- --- c;={>" oJ) ~ ~ lj) v. ;0 , ,. ASPHALT , ~ --------:---.... ! . ' - -- - -- - -- ~ -- -- - - -- --- -- - -- ...,...:... __ _ _ _ -:.. __ _ .......cEDCe Of PAY(MENT . - t ~ --: - - --,- - -- -- - -- - -- ~ - ~- --- - - - -- ....- ~ -- - --.. . ~. ---r- - --. -'00 ~ -'" _J -.--::!..--. -- ~~... " ,,; ,'~~ , l I II II I I f t I! I II /I t I II I j II II II II I f II 1'1 I r , I II II II II II I -... I I II I I I j II I I I I I I I j I I I I I I I .. ~ "I! EXISTING- fREE ROOTS SHALL BE ;..PRUNEO AT t FT fROM a,\CK Of PROPOSEO CURS iN ACCORDANCE 'WlTti \..OCAL ROOT PRUNING STANDARC$'..' , ::. , ~ I . , . ~ I' . ; ~ ~ I~ ~ ~ - :--1 -60.5' - i-----.-- _ fr' lCAl rfll "f - CU'~B ~- ~ ~. : . - I ~ I OH- ~o PlANJIMTER~LS - ~ '-Oil ~ - \ SHALL aE PLACEO wmHN 4' . Of 10 SIGN ---- c <C o CC z <C ~2 ::E:~ '!J Os:: <C~ 00 a.. O~ ......, o C>> LC) a: (J) r- \ \' 'I <_; , . , .. <. , ' LANDSCAPE NOTES '. LEGEND PROPOSE.D CURB -"'-"'- SITE BOUNDARY LINE 1. All OPEN LAWN AREAS: AND INTERIIOR ISLANDS SHALL BE' . GRAS,SED WITH PASPALUM NOTATUM,~ ARGENTIN"E BAHIA GRASS, SAND GROWN, SOLID, SOD.. .. .,.... " CENTER liNE RIGHT-OF -WAY . EXISTING EDGE OF PAVEMENT PROPOSED CONCRETE PAVEMENT ,TYPICAL RIGHT -OF -WAY , . 2, ALL TR~f. GROUNQ COVER, SHRUB BEDS AND MULCHED . AREAS !~HAlL BE MULCHED WITH A fHR.EE (3") INCH DEEP LAYER OF CYPRESS MULCH (MEASURED AFTER CO~PACTION). . .. > '" , . ~ J, ALL. TREES, B & B PLANT MATERIAL AND CONTAINER GROWN ~, MATERlAl,- ROOT CUTTINGS AND SOD. SHALL BE GUARANTEED FOR A PE~IOD OF SIX :(6) MONtHS FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. ANY MATERIAL FOUND TO BE IN A DEAD OR DYING CONDITION DIURING THIS TIME PERIOD AND UP TO SIX (6) MONTHS SHAL.L BE INSPECTED, REMOVED AND REPLACED WITH PLANT MATERilAL MATCHING EXACT SPEC- IFlCAflON$ ,CALLED FOR ON ORIGINAL CONTf~Cr, THIS SHALL BE THE SOLE RESPONSIBIUlY OF THe lANDSCAPE CONTRACTOR, , ' 4. ALL TR~ES 'AND a & B MATERIAL SHALL BE HAND WATERED BY mE lANDSCAPE CONTRACTOR lJNT1L TIME OF FINAL ACCEPTANCE BY OWNER, 5, FERTILIZER FOR TREES, SHRUas, AND GROUND caVER SHALL BE . MllPRGAN/TE - MILWAUKEE, WI -ACTIVATED SEWAGE SLUDGE 100% ORGANIC: .' A COMMERCIAL GRADE FREE FLOWING, UNIFORM COMPOSITION, a. AVAILABLE NutRIENTS, PERCENT Of' TOTAL WEIGHT, 1. 6.0% N-NITROGEN, 100% ORGANIC ' .. 2. 2.0% P-PHOSPHORUS . 3. o,o~ p-POTAsH " APPUCATION RATES SHALL BE AS DETERMINED BY mE RECOMMENDED RATES FROM T'HE MANUFACTURER. 6, ALL PROPOSED TREES ON SUBJECT SITE ARE pF NATIVE SPECIES, 7, ALL AREAS TO BE SEEDED SHALL BE GRASSED WITH PASPALUM NOTATUM, ST. AUGUSTINE GRASS, . 8, ALL. TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACt;ORDANCE WITH n~E. NATIONAL AR80RlST ASSOCIATION, (NM) PRUNING STANDARDS. " ' 9, ALL PLANT MATERIALS SHALL BE FLORIDA GRADE No. 1 lYP R/W ~ AR.EA LIGHT 21. ON< EXIST fRE.E o EXIST TREE TO BE REMOVED (/....... " I .....,/ TREE BARRICADE ~:22J PROPOSED INTERIOR lANDSCAPE 0, :J <( ., Z ~ :! ~, o ,IRRIGATION NOTE: . A 100% COVI;RAGf IRRIGATION SYSTEM SHALL BE INSTALLED fOR ALL LANDSCAPE AREAS. ALL IRRIGATION LINES SHALL AVOID EXISTING TREE ROOT SYSTEMS. PERIMETER LANDSCAPE CALCULATIONS TREES REQUIRED: ABUTTING STREET RIGHr-oF-WAY COACHMAN ROAD U.$, HIGHWAY 19 165 FT/35 FT ~ 4.71 TREES 200 FT/35 FT = 5.71 TREES ABUTTING COMMERCIAL ZONED PROPERTY EAST BUFFER 200 FT/35 FT = 5.71 TREES NORTH BUFFER 165 FT/35 FT = 4.71 TREES TOTAL REQUIRED TREES = 20.84 TREES EXISTING TREES = 9 TREES ANY CHANGES l~ SPECIES, SPEcn:ICA TION~,.?R DE~IGN WHHOLi' 'lllE COi\SE:'-<T OF THE DmECIOl~. ~ . \"' ,,"C' 'iV" f o"'....'D';P...: PL,I\I'i Olf E~VlliO~\t~lE:, 1'.\.L ;}LL'U1.\J~l'" ;2."', n.>;o...' 4'<....... ~ 'u. .il'2ROV AI. veLD. PROPOSED TREES = 13 TREES TOTAL PERIMETER ON-SITE TREES = 22 TREES __.......... ....,"". Jo ...~ ,". < , , , ' "''1~\\.S .. ~ ,t\~~V c.1.\~ l;)c~~e~ ~\\o't'\1. w>@. "'1':, ot ,~\et>Qt ctJ\\Y .\>ete t " :\c\.1.\.. ....J...,..,. ~~u ' ..'1) <,~ ~~"e~ .-" V ~Q\)\\\~ ~ce.a ~'J.'I. ._......."''''....--- "'''''''.~..- - ..,....... ~......... ~:t"-;..>>J....1i" ~ti"'" ~" LANDSCAPE PLANT MATERIALS ~ QUANT I TV NN.C SIZE SPACING r$J QVl AS SHQWN ALL lanchcaping Ulmt be propnly in~ttl:leJ 1 . t C 0 Iu"-pectlon, per approycd p~an pnor 0 I . R~iu.sl?ccti\)n feei are manda.orX, QUERCUS VIRGINIANA LIVE OAK 2.5- CALIPER 10' HEIGHT MIN ~lSP 9 10' HIGH CLEM TRUNK """ :....,....... '" ..~'l_. .... ... ..-... . ~.....-... - .... "", -.....~'" . . - . , .... ...... ...- ~-'.'~ SABA"- PALMETTO SABAL PALM AS SHQWN . LANDSCAPE PLAN APPROVED AS'NOTED ~t!1 ~~ Date ,,_ t. ~ . _ -- -_.~~~< ..f}~!>_ €) Me '9 LAGERSTROEMIA INDICA CREPE MYRTLE 2" CALIPER' a l-iEICHf MIN AS SHQWN <:)000 LJ 286 VIBURNUM SUSPENSVM SADANKWA V II BURNUM J GALLON 24" l-iEIGHT ,sa- O.C. r':~:':":::'1 It, . .. . .. .. . . . ' RAPHINLEOIS INDICA 'ALBA' 3 GALLON DWARF I ND I AN HAWTHoRN .30. O,C, 4"74 LlltlOPE MUSCARIL GIANT LIRI<OPE 24- O.C. 1 GALLON 195 3 GALLON .36- Q,C. PH 57 PHILENOEDR~N SElLUM ...~PS PENNISETUM "fOUNTAIN iGRASS- 36- O,C, 3 GALLON 20 1 GALLON 24" O,C. JS 78 JASMINE -MINIMA. HB 50 HEAVENLY BAMSOO t CALLON 24. O.C, SOD St, Augu$tlne "Florotom' . , ., ,. ~ i :~~, . ~ ~' ~' , ';;: ":'I ;.' ,r- -.~ .~' -1 J \ /3' MU~ .. tz ~ ......Iii+' " ,iil.,lJj1,offi'l 'HZ ..~ FINISH .:; i'wi-j~~. :. ;-;</ ~....:~:. ':'~~:.~~~;~lIT~I~~;~Iffi! GRADE'-/ ;:;:;11m ;:;:;I'1~3T ...:( \.~.:: ..'IT~ f~ ,~~ ):. _:-:.~I~r LOOSE:N lOP 1/3 OF :11111 (... ..:"~ /_ ::--::~IIJ BURLAP e. REMOVE TOP :fF~ .:~.. . .:. ... ' :"": ',. '. ~ '. J.;a ., =[5 1/3 OF' ROOTBALL SUPPOR~m ...:....; .J.-' :-~: ';.' "'.. ...... . '4J'j' :"dmT 'lfG ~ II~ Ililllm" II lilii.nil I 1:11 tilf!ll9r::!::rl LUnl~i1~' / 'j:; =111=11'=11' Om II "'"l!llfre 'Tiill SCARIFY TO A DEPTH OF 8' MIN BELOW' PIT BOTTOM PLANTING SOIL MIX AS SPECIFIED NOTEr PLANT TREE SLIGHTLY ABOVE ORIGINAL GRADE TO ALLO\J FOR SETTLEMENT. \JATER TREE IMMEDIATELY AFTER PLANTING, TYPICAL TREE PIT DEl AIL TREEPIT.DNG 12/12/94 6" -8" Ii SPACING ltAS SHOVN Ii ON PLANS FINISH GRAD~ ~ 101 ~ 601 ~ 06 I \\ ~ ~ ~ ~ ~ \\_~ ~ ~~~ I/~ .~~ I/t!t .~~ I/~ .....a =~ ~ ~ ~.N '~Y~'/. l: 'U :;w;- ~ .<'o..'V . Ro.'-V /1'0. ~ ~y ~/ k 0Cl -m.II~ :..~.oI" ~)". :"..., '..~ '..'X..tic- .,:.:...::...".:.... I - } 6.. . .'''' , .. 'l ~ . . R =1"'. . -:. ... , . ... .. - ". . - : . .. ., ....-:: <.D ri"L, :..', ..-oo ._.or:.. OO.._"" . ooOO ..... : oo- ... ~.. 11- oo..,.. . ...." ........ . .oo. . i: .. . ,: . ~tl:l1l:11t)~~II~II~~I,'- II~ L3,' CYPRESS MULCH ~ ~GROUND COVER PLANT SOIL PLANTING MIXTURE GROUNDCOVER PLANTING DETAIL GRNDCVPLDNG 12/'2/94 , ~3" MULCH OVER SOD~ PLANTING AREA i ~ ~W~~ 'K~!1my / ~~ -'I~mll~ 11111~;~m~~~I~_Ip-i '::=il~ 'dll~:=- PLANTING AREA l~nf~lI: '1Illllr- -111-1 j_r 3' 4' ~+-- -- NOTEl USE DE TAIL ON ALL SHRUB BEDS NEXT TO GRASSED AREAS, ,e LAWN/PLANTING AREA EDGING DETAIL LA\'lNEO.CNG 12/12/94 \{ LOOSEN ROOTS IF THEY ~ IN CONTAINER 3' MULCH. ~!fV 3' EARTH ~ . ~ /",lN1SHED GRADE .........~.. ~"'l. /)~,,:' .~ "1.. 'r I -' . I I .. I ~I' ~~ i I : I: "-"l, . . .- ."_..~. .: l~~lRIF=:w=.:f:i==I!: Ii- 6'- 1/20 D 2D I SOIL PLAN TING MIXTURE (SEE SPECS) TYPICAL SHRUB PLANTING DEl AIL SHRU8f'LDNG 12/12/94 ...~. ~ ~ ,'.J1 ~~ VRAP TRUNK AT ...h . ~ ~rl ~ STAKE VITH BURLAP---___ ~~ ~~ fiE STAKE TO W'RAPPED ----~ TRUNK VITH lt4 GALV W'IRE 3 UULCH ' x 2' STAKE LENGTH VARIES , 1'/ ~ ~ w/TREE OF TREE ~ll~la . '-~ ~_ ~lT "mll~ : .' Tj~I, - ~e- I~I~ ~. ~11~:#rrr~~lr I' ~~~~~~ ~OOTBALL OR CONTAINER ~1f===l11=m:.:::':1lT=-~ II=- (AS SPECIFIED PLANTING SOIL BACKFILL MIXTURE AS SPECIFIED TYPICAL PINE DETAIL P,NEDlONG 12/12/94 ~ "'--. .. '\7 ~ DRIP UNlE .. nPlCAL GUY ~ I fARm SAUCER 3" HIGH (MIN) PI T (TVv1CE DIA OF ROOTSALL) 1T Tr - ,-"-, ;::: RUBBER HOSE - 1/2" MIN TYPICAL METAL ANCHOR OR 2"x2"x24" WOODEN STAKE. BURIED/DRIVEN IN TO n~E GROUND, TYPICAL TREE GUYING. DEl AI~ TREEGUY.ONG 12/12/94 .- - - <;:1 ~.7 tf1 ~ - A -...., ""'" - .. .- "" irt I~r" . '-.\1 ~ ~ ~ ~~V'ij ~W/I,~~-PLY REINFORCED ~~ l' ~~ ~ (,RUBBER HOSE . ., ~ ~ K) J Y I}"'-- <OVER TREE \,IRAP) NOTEI ' ~ t-. :!IIi" 'Ie v . V~AP TREES FROM GROUND X~~~\~'" ~ fj 1A~ /L TO LOVEST BRANCHES; 'VlJ. ~ ~ tSECURE NEAR TOP 8. BOTTOM ~~ V ' V .. . \.. 'I' "-.... ~~~ ~ I 1..;:0"'" \ ~\ 1=:3 :- r--;~'~ . . -' 11-11 '-fH1IV -. .,' , ~7~~ ml-I~. .. 'O. r '>r' _ A~.;..:~ 3' EARTH BERI-1 :4'" ~.O:;',.: ~~ ....v..~jfln<..L===ll_ ;;-. _ ..,. .~ __""-' .. ., -1 I J::::::::J III; : w.;- I !lr.= ':' ~I 11131j~11 ~i:, l:- -6' o 20 34 GAUGE GAL V W'IRE 3' MULCH~ ~ A~~ .. _..-r.... , ,~" . liT~ ~"?i' "1\0 FINISHED /'~' ~?~~.; GRADE ~ ~~ ~ A.. SOIL PLAN TlNG /1-"!:ht ~ MIXrURE -( =11E::;: 1/2 E'x 2'x 8' VOOD STAKE TYPICAL MULTI TRUNK TREE PLANTING DETAIL I~L TITRfLDWG 12/12/94 ~\\ l g PL Y REINFORCED ~ RUBBER GARDEN HOSE vK:. DOUBLE STRAND lt12 :--.\ GAUGE TW'ISTED VIRE If --_..... -------lREE W'RAP 3' MULCH~ If ~AL 6 1/2' 6'MIN SAUCER ~ 1. TURNBUCKLE ~.... ~-<":. ....r:.... // Jj. .~...... FINISHED GRADE LIfII-=TJj;c-'7.. .:'~r:iII~1 7 l:C mL.j 1,. . iF f'r~,i~71~J 2'x2'x24' \,IOODEN STAKE OR METAL DEADMAN ANCHOR BURIEDI DRIVEN INTO GROUND REMOVE BURLAP FROM TOP 1/2 OF ROOTBALL SOIL MIX TYPICAL TREE 8T AKING DEl AIL lREESTI<.O'NG 12/12/94 ~ ---1 '> <0. ~ f---j r= t=-' ~~ I~ ~ ~ :~--2'X4'X3' HARD\lOOD STAKE ~ _ T) -----.____.___._ --------2'x4' HARD\JOOD BRACE ....- :fi/-----... ----------ClEA TS BANDED TO TRUNK :fT1 1 --_________ OVER BURLAP W'RAPPING ---------ROOTBALL - TREEPIT " ~ 3' EARTH BERM SAUCER {] hi r:::::::-- 5 LAYERS OF BURLAP (\,IRAP A T POINT OF SUPPORT> \.. ~ (3) 2'x 4' VOOD CLEAfS (BAND TO TREES) (3) 2'x 4' \1000 BRACES NAIL TO CLEA TSJ SPACED 120~ APART 8. SECURELY' F'ASTENED TO 2'x4'x36' VOOD STAKES DRIVEN INTO GROUND ~ ~ VDRIP LINE 6'-8" I- -1 n n n l . ,II v l II U ~2X2 VERTICAL W'OOD SlAKES lx4 HORIZONTAL VOOD MEMBER ,., OF' APPROVED SUBSTl TUTE /1 II /11 , I II II U U . ; , 11 TI " II ../"...... U II U J 1/3 2/3 - . BARRICADE DETAIL 8ARROET,ONG 11/tllH. 1/3 HEIGHT 3' MULCH OF TRUNK TO BRACE /~" ' I FINISHED G~ADE '~\91SII~II~1 .'. ::\:'::'" : :. ~..~~; ~11===11J'1' ,.. .~ 11- ~ .. , _.' ~rrl::" Ij ~ ~ ......,.. .;.........:m- 3' EARTH SAUCER 2'x4'x36' W'OOD m .~:.' .:: ~...:. "~ ~J CONTINUOUS AROUND STAKE (3 ~. .:.:... '" '.= .," _~ ~ PLANTING PIT ~II~UI :--~I'II~UU;_lll ~1!l~l;-.tL!:" ~~.~. ..'- t~- SOIL PLAN JING MIX . YTRlRll=11 r=~ If=:l 11=11l==~ I R, -I" EXIST SOILJ ROOT BALL PALM TREE PLANTING DETAIL PAlMPLO'NG 11/11/94 ", ""'... " {" '~ C-; .!" ::", . 0'- "''',. '~ ;.,:.: ' ," ."~ , . i , r.' ~ ~t . ROOTBALL A~ -~------- = I I ~...- t:= ...~ Y ~ ~'T-2 , '. . ,,,;,, . <.':_:; <". ..},7',', ".'i" [":,r. . GENERAL NOTES-.<FOR PLANTING ,r "; , J .';' C -:, 'c' ,'~ J , ':~' \' 1, DO NOT AllO\ol AIR POCKETS TO fORM "'HEN BACKFIL,LINO. 2. SOAK IMMEOIATELY 1J11HW'ATER fIJLLO'JING; PLANTING. 1 . <, ," '< -' . ' '. ~, ' , ,:'i' 3, '. MAINTAIN THE ORIGINAL GRADE at THE TR~E BASE. . - - . 4, PAINT ALL curs 'SCRAPES OVER' 112' DIAMETER 'JITH AN APPROVED TREE PAINT, ,.. 5. SCAlUFY BASE Of' Pl~Nl' ,PIT 10 A DEPTH OF' 8'MIN!MU).1. 6. DO NOt: B~EAl< ROOlBAL~ '.'. .. ", ... ......; SO,I~ PlANTIN~~IXT:URE' (MIX ()~SITEl THE: lANDSCAPe: CONTRACTOR SHALL fURNISH FROM HIS SOURCE A GOOD CLEAN, LOAHY, DARK TOPSOIL 'JHICH SHALL MEg-r THE APPROVAL: OF THE: lANDSCAPE: ARCHITECT. THIS TOPSOIL SHALl.. BE U~EO fOR THE SOIL PLANTING MIXTURE AS FOLlO'JSt A. T\lO"" THIRDS PARTS TOPSOIl:.. a. ONE-THIRD PART PEAT MOSS. .' C. ROOT STIMULATOR APPlIED Af MANUf'A~TU~ERIS RECO}1I-1ENDED RAlE. ALl.. PLANTS SHALl.. BE HARDY \JNDER CLIMATIC CONOITIONS SIMILAR TO THOSE IN THE LOCALITY OF' THE PROJECT, ALL PLANTS SHALL BE flORIDA tU OR BETTER.cALL .PLANTS. SHALL BE T'(PICAL OF THE!R SPECIES OR VARIETY ANI). SHALL HAV&: A NORAAt. HABlT Of GRO"lH. THEY SHALl.. BE SOUND, HEALTHY AND VIGOROUS. WELL-13RANCHED ~J)DENSny fOLIATED 'JHEN IN LEAF, THEY SHALL BE fREE Of" QISEAS~ AND INSECT PEstS, EGGS OR LARVAE. THEY SHALL HAVE HEALTHY. \v'ElL-~VnIJPED ROOT SYSTEMS, SUBSTITUTIONS' 'JHEN PLANTS or A SPECIflEDi<INOCR .SIZEARE: NOT AVAILABLE, A REASONABLE SUB$JlTUJION MAY Be: MADE UPON ~EOOEST IN 'JRlTING BY THE LANDSCAPE CONTRACTORJ IF'APPROVED BY THE lANDSCAPE ARCHlTECT. , . SIZEt ALL. PlANTS SHALL CONFORM. TO THE MEASUREMENTS SPEClfJE~ tN THE PLANT LIST, EXCEPTIONS ARE AS fDU.O\JSI ... ,. ..; PLANTS LARGER THAN SPECIFlEI) IN THE PLANT LIST MAY BE USED IF APPROVE]) BY THE O'JNER OR HIS REPRESENTATIVEJ. BUT. USE or SUCH ?t..ANTS SHALL NOT INCREASE THE CONTRACT PRICe:. tf THE USE Of' LARGER PLANTS IS APPROVED. THE SPREAD .OF' ROOTS OR BALL Of" EARTH SHALL BE INCREASED IN PROPORTION TO THE SIZE OF' THE PLANT,"~ . , AS PER THESE DRA'JINGS. ANI) SPECIFICATIONS. HiE 'HU <H~IGHn Of" PROPOSED PLANT MATERIALS;" UNlESS OTHER\JISE SPECIfIED, SHALt. MEAN THE ACTUAL DISTANCE AS MEASURED !'ROM WE: SQJL STRESS MARK ON TRUNK OR BASE OF PLANT TO THE TOP (LE.VAJION',or THt PLANT. . , ,/, '" " LANDSCAPE SPECIFICATIONS, ""'" IT'''' VORK UNDER THESE SPECIfICATIONS SHALL CONSIST or PREPARATION Of PLANTING AREA, FURNISHING AND PlN'4TlNG ALL PROPOSE!) NE\oI PLANT MATERIALS SPECIfIED HEREIN AND AS SHO'.m ON THE, ORA'JINGS, INCLUDING BUT NOT LIMITEO TO fINISHED GRADING. fURNISHING TOPSOlL AN]) SPREAQING SEEDING. STAKING. \JATERING. PR\JNING.fERTILIZING, MUlCHING# AND LAYING SOD) AND MAINTENANCE AND PROTECTION Of PLANTS UNTIL FINAL ACCEPTANCE BY O'JNER. THE CQNTRACTOR SHALL fURNisH AND INSTALL ALL PlANTS SHO\JN ON THE DRA'JlNGS, AS SPECIFIED. AND IN QUANTITIES LlSTED ON THE PlANT MATERIALS LIST, THE O'JNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL \JORK AND MATERIALS 'JHICH, IN HIS OPINION. 00 NOT MEET THE REQUIREMENTS OF THE PLANTING PLAN. DETAILS, AND THESE SPECIFICATIONS. NO SUBsntUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS, OR THESE SPECIflCA nONS 'JITHOIJT T.HE EXPRESSEI1 'JRlT TEN CONSENT I Of" THE O'JNE~ OR HIS REPRESENT At IVE, THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANTMATE:RIAL LOCATIONS FROM THE i>LANTING PLAN PRIOR TO INSTALLATIOOfQR APPROVAL BY THE; OWNER OR HIS REPRESENTATlVE, ; , ., . ALL PLANTING SED AREAS SHALL BE FINE GRADED 8Y THE LANDSCAPE CONTRACTOR, .' THE LANOSCAH: CONfRACTDR SHALL EXAM We: THe: ~OIts _or. ALL PLAN lING AREAS PRIOR TO SUBMlTTING BIDS fOR THE SUlTABILtTy TO SUSrAIN HE:AL THY PLANT' GRO\JT'-' AS CALLED FOR ON THE PLANTING PLAN, DE-rArLs, AND tHESE SPECIFICA nONS. SURfACE OF ALL AREAS TO BE GRASSED SHALL BE PREPAREO fOR PLACEMENT or SEED OR SOD BY LANDSCAPE CONTRActOR ACCORDING TO SPECIFICA HONS. .. UPON COMPLETION Of THE LANDSCAPE CONSTRUCTION' \lORK, THE LANDSCAPE CONTRACTOR MUST THQROUGHt..V CLEAN U?THE.PROJECr sn~, I" '" - '. ALL PROPOSED PLANTING AREAS fOR .TREES. PALMS. ~. CYCADS. SHRUBS.' AND, ' GROUNDCOVERS SHALL BE TOP PRESSEQ, 'J1TH A MINIMt/M or rH~EE (3) INCHES OF MULCH SPREAD UNIfORMLY IN DEPTH QV(R THE PlANT!NGBEDS'AS DELINEATED on THE PLANS. ... . ALL PLANTS. UNLESS OTHER'Jl$f: SPECIfIED, SHALL B~ NURSERY GROVN STOCK, AND SHALl.. COMPLY 'JITH ALL REQUIRED INSPECTIONS, .GRAD!NG STANDAROs, PLANT REGUlATIONS AND REQUIREMENTS 'OR )1~ASURf.MENt, ~RANCHlNG AND CUltuRAL PRAC fleESJ AS SET FO~TH IN THE fLORIOA DEPARTMENT Of"AGRICUL ruRE 'GRADES AND STANDARDS FOR NURSERY PLANTS', PARr. t. AN.!f tJ" INct.l.JD{NG REVISIONS A$ DETERMINED BY HiE STAlE PLANT BOARD Of fLORIDA.. . SPECIAL NOTE A 100:'. COVERAGE lRRIGA TIONSYSTEH.$HALI.. BE; IN~rACLED FOR ALL LANDSCAPE AREAS. ALL IRRIGATION LINES SHALl..; AVOID EXISTING TREE ROOT SYSTEMS, I'. . . ~ ~ ~ = LANDSCAPE BUFfER ... LANDSCAPE BUFFER DETAIL I ~ r ~ €lVfH.RDWG 12/12/~~ .. .. ......... / . ..... ",.,. . . J". _.~~.2~M&i".'; ~iTER. '. . .. ,......':r.f\if~UI' \\ . (Yl' ~'......~ ~c'(~fjt*jj,~~'~~~.1~. . i1::...~ .1,:;";....< . ~\j. ;< N" ... rllLi 2Il:"-h '..A ~,\, , 'J~ 1: -' ~ it- , , . .TjJ t?IA~:~,~ ~~.D~~~:;.~l~:l ~/. t~.MAY.,~13'200i ", .j,'il' . . '~. ::~..:.'~'!tt!.').hiM..... ~. ... ~.. 1>> /.li.;)v. ... :.'1.< ' . " " ~t~~~~~~I~~Jt~-t;)~~AU.O . uN[a~~{ttfW'OATEQ~.' , . &RAISE~ .SE:At: AFFIXED' . . . ,., " .', '1;' :r'..'; '...:,:. ."..;,." : ,.;, .;.: ~ .-,. . " .. ... . .. ,.' .;:' :', . ," '. : . r . GJ (5 ~. ;' " " .!Q III 0 'f\ "& <.\.i('~ :i s:: ""'" ,1::,:.'.., ~ .~ -' i '~":i:;' .., .., ~ .. 1,9 .~' .-*5.. ,~; -._......~ '. q) '.f. S:;^~y ~ .-'. :' ~ =".Jl~ .;:; <( ..... N . .:(~~ :> ~. 3 ~"i":"c i :111l. t ~ tI') I. 'a - ti1 0 hL i ~f~"~' ~;?! 0$. ~ ,"" , ," ,. Q.....:J ,~.~ ';];'" OJ l,t.,. ~..,.. 'r4~~: ,- >-'.''.rc~e ,'.'.' ;~...~...W' ... Q) 1I.:2 .~") sn;~.' ~ I..l.."{( <:n ..... Ll. .::;:'~ ...,. . . . I'. . ' h> r:.' . ~ In"~ .~;'.\:\' i.'~~.' .., a l'j; a: .. ".c', .u ....:i:~ ~... . .";.;> ~i5 . ,s .'~ii~{c1 . . ~ ;'.i'; ~ .. ' ,< ,'.,~ ,~ i .1.,. ."_ ,1, '1 :& i.:." 1 0';10 ....' ,.~. ".- < ", . ;I . ~ ,..r.; . ..... , ';,:-."." ., . . :, . ,". '.. :;t~e'; ~;OArt: "'~::':' MIi~et Nuniie~~",,;.;~:.~ . ., ,; ... ..: .',.;. .'. .... l'{;;"}'~ · - '~,9. A . ~ .~ '~~... :;.- ........~ ... ~ 'c. ... ~ e. , I... !' r' , ,;. . I'. :i .. ::-: .,' . . .. : ; . . ..'. o ~., -".. il', Q :&... '.'.'...:.... C(. ; :c' o -1.4 r: .. . ..... '., ., ,'qJ'ic( ;..~...~. '...'..~..~..." . 'a'u.o !~ .'.;(,s:;:.~, .. '.:)............(: '. . ..'.1; .' (\1- .. '. .. . v .. "\ . ,. ,I '!I, :: , ::: ..; ,..-., ~~ . : ..J~", ~ - N ,,:I, ~. 0 r .' \0" " 'f ~. ~ '^~' -l; o VF .."'" .w .J'{) h-. q} , .0 ~..~ ,... , .. , ~~, '~,: - ; t- :~ ',;. ';';,:i. ..;,>,: t"{,. . .}.::; ;. .. ~ >... ~ '~ . .. g t), I ~ ..! "" .~ ., .:! ~S8 ~~.~ ..' .', . ".It " ... . i.'. ;:~:~ -" ".{ ~:;,'t. , ~, ';', , ., ,.1 " . ,~ . h'~, . r.'_ I:L, [<;~'~~ .;.(/). . .::J .~ ..~W -":0. .. ~ ... IC(', o >>tJ) .i ..I ~.. " I. '," ";\;r; '~: '.: H" \ . ',~:! ,;,i~ ::~ , >';':,:~ .' " . ,. ,,:'. ;. , . '= i;;~~ . .. '..'',':;'1: , '.C. .. ,". " .-. .., , ".,,-