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FLD2003-08041, TDR2003-08004 FLD2003-08041 514 S GULFVIEW BLVD HA ORVIEW GRANDE CONDOMI I PLANNER OF RECORD: MHR ATLAS # 276A ZONING: T LAND USE: RFH RECEIVED: 08/20/2003 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CL WCoverSheet ".)\, .... TOP OF -"7 RIDGE I ._~ ~ " ~ " "..... '-- - "".........- MONIER MADEIRA BLEN D CLA Y BA RRPJ. Tn.E MID- POINT OF ALL ROOFS --, - " ...... " ...... " ...... " ...... < ...... " ...... ........ ,,"...... .............. - O? b N ~ .... dPEN OPEN OPEN OPEN ~ m:' '=$' ~~. ~ ~~SJ~I 1101 111 m ,I .. ~LIDlJ m - :':~:;~'~'~'"i · .~. . .. I. Imlnl. m r..I 1"'r" nlr.r1.r?Jr;:1'1 [_ '1 J'J ,''1 J] l' 1 Iml 111 to 'I'C:~['l c1illll':' 1::o=.12"~ J,':;r~',; '0," J,L1:1 j Ittll II I:tI . 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MID- POINT OF ALL ROOFS ...... ...... ...... ..... I o N 00 I b - OJ> b - .~ 00 I b - ~ 00 I b - ~ ~~l I \- 00 I b - 00 I b - Of b - 00 I 00 OPEN 01. .d OPEN OPEN OPFN OPEN OPE"l OPEN EAST ELEVATION ~h;NIJ'R MADElRABLEl'<1> CLA Y BARREL I1LF lJECORA I (VE CE~U:N r PLASTER PUR IER PAIN I COLOR 6804-4 , / DARK RIISSE'I ..-,.- '" POOL BAT'I-l ELEV ArrIONS GE~NERA'rOR BUILDING '" ..... -- IJ") "i' N 0\ BASE EUIv A'nON n.<>on E "7 i; 00 b ,;." EU,VA:~ EL. 8 -0 A'I LOBBY r I \c) - Vi' ~ r-l 0- BASE 1'1. . 'ATlON FLOOD IT 11"7 ~ , ELEV 1\1 ION EL: 8'-)" AT LOBBY b q - ~ q ~ 00 I b N ----------..., ............. .................. ~-- :.. --~-------------------~ " .. ~. \Ii, -- OJ> b - ~m-- ~ __..,,1 .....1i,~1 m f1fi-l. 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APRICOT DECORA J IVI' CEt-fiNT PLASn~ PUR IER PAI!I, I COLOR 6804-4 nARK RIISSFI LE VArl~lON c~.J TV ~--yA-f) oAiJ ,AY'ft'tov M ;o-lt-o J. ) 'N 0 !{rl-'H RECEI~JED APR 1 6 200~ PLANN1NC 1)[P/\8TMENT CtTY OF CLEAP.WATCR EXTERIOR ELEVATIONS SCALE. 1/16" 1'-0" <0' ~~-_.._. / ", I Q \ ., vJ ~ \ \ ""-~ IN SIDE ou'r () GROUP JNC. 812 LOUDEN AVENUE DUNEDIN, FLORIDA 34698 (727; 73l-3673 ROBEkl' 1\1. WEIMER ARCHII'ECT #2955 r./J o ~ o u CI1 ~ V") V") o ~ V'J o P- O ~ ~ Q 7' r' ...,. .>'~ J . ", .,~ ..rr .... . ryJ "~1 CJ ." ~ ~ ~ > ~ o ~~ ~~ ~ ::r:~ ~ s ~ t? o 0 ~ ;;t; < 8 ~ o ti ~ < :3: ~ ~:.l ~~ u REVISIONS APRIL 15,2004 REVISED DRA wr~ BY DATE September 17,20')) // N . ~ 2~ \ ~ .~.... 1 TOP OF RIDGE / MiD- POINT OF ALL ROOFS----, ~ ..... - "? b MONIER N MADEIRA BLEND CLAY BARRY'L TILE ~[II] d ~ ~ IllIlr 11 . .. ~omo Imlnll .. c. '",' .~~ [ ?,~ -1li11 :l'l .~ ;L; :r1 I ;.Q;'~. L:-J::~ ;;~;:r?'i~tir22:2 senT. '?gl r;~~ r'-'2":c;:r ()PEN : '1]l::?~!~l_I]~-~::.:IJ L,-'-C.... .., ~ .l...T~L:~'_'--.L.._LIJ1-iJ-.r~-'lJI .~r r" ; Tic; Ii-'T" ~ 11:rl;~~~:?:T111 1::Q-;:r:r.::r,I ~ . .;:r:;:r,: ! I W 'm- - ~ ~~' ~~ i mn m ~ ..... ~ TlIifrllrmTI IllIlnll m _.'2....~..~LIDJ ~... ~,......~ : m , L I ,LI,1 rL(IiII,,-"r--":;LJL. n:,-_11".r~,'],_--:rJIT-,.[I_ , r.,_l. ~ r'~ T r- ,ll I 'T'T: t" J a~- J~'" -t J.. [.l., I~' J=r:: ,-- r r"r1lr,'. ~r;I~-~ :.r:1! J"rI~1.11:"'- r~1 L11:r.:: ~.: ?l2-i'I"!lliI::. ,L~~:__;:;..:~ ~ J'r:r"::";:I-' L~'r :;;!,-,-,~~',.J ,~:CDiiT~ ~2:-r~S:~ II, CI ""lI''':''l-',L:l:, ,_I '~r-l.I~r:~'I. .- -=::r L r.l.-r '~-, (~~ - r T;-.!;.I -.-- ,...L.,. ...., )\,FN i 't'11~",J ll~ OPEN ,;.r;J:,'T'19; c: OPEN 'II OPEN . .l..!-:I;(l....r.;. '~l..l:l~."!:.l-L~ .r- ,[1 :i~~~';S' t:O:;1~ i~ ;~ DECORATlVt: SHJCCO 00 BANDS b PORTF.R ...... PAINT. COLOR ~ 6801-1 - V ALMOND ~ ./ y.- BLOSSOM ...... 5' '~ ~ b ...... ... ~ m I ~ DECORATIVE 00 ALUMINIIM b RAn_INO ...... COLOR WHITE ~ ~~C'~NT ~ . - PIASTER. ~ ~~~~111 ~ POR'I ER S PAINT _' _ ___ _, u : 'COI.OR ---'..- ~,~~~~~~~i;Z-6:: ~ g":rI::'?-.?::=;~5 rw . 0 T <......1 [-L ,......4 lIJ"lSc;:S ~~::'~. ',r:;i.ffl": " ,IC",.l'TC ,- . ,:r'-J~~ 1: 00 OPEN iI;1J'i',lt .' ~riI c' IT 00 m m m m III -11;J;-t~ L!~r! I:1 J~r ~1;r : L~l~l ;-r r Y--r "'""1~-1-: r1rLJ j lTLriLi!~J;~:jil~t~l~~rI J~r.c~:;-~-::r~ :I.. - -" ~: OPEN ~fJ /.:: ~l~ ;::1 :.r~~ OPEN OPEN OPEN OPEN L DECORATIVE WEST ELEVATION CEf\-U.N I PLASTER PORIER PAINT COLOR 6804-4 DARK R\lSSET - ~ ., I> " \ ~, . ',,~"'" ~-' EAST ELEVATION MON!EJ MADEIL\IlI END CLA Y F\ RREL HLE ------ DECUAIIVE CEr-m'l PLASE~ POR'HI PAIN I COLe (804-4 DAR.~IJSSFI _..../ P001J BATH ELEVATIONS GENERATOR BUILDING - , ' 00 , b N 00 ~m-- I b ...... ~ ~ 1m b ...... ~ ~ ~ 1m b ';' ...... \0 - ... ~ -- V) ...... ~ 00 II N I 0\ b I ...... 00 ~ ~ I I b ...... 00 ~II I b ...... - m r"'- m m m m m mj m m m m m ~ j rf- m m m m m ~ mlf\~ ,_ J ~r~ m m m m m - miwnr m m m m m ~ ~ tq" [, m ~. m m m m m ~ , m5BI m m m m m ~ " [I - . 1T ,1 , -r:1 :[1 ]J 'TL , 1;.J::~;?i= 12: r" "I J f T: 1.;:1 - LL;:I;I:I :=r~i;.L 'j!'~ ':.'''~W''~. ,,', ,l:tf-'I".r, -.--,;.rI~ LI OPEN ( , '-r [TeL, 6'. 1-': J " OPEN " .J:r;;~;XI'T;J 2'[ ';.rr?~T [~:;~ Ic'_ :r;r, ~w.u ~w.u III ~ BASt l'LF A TION S ROOD E .: 17'.0" 00 ,,/ I 00 ~:-~~~g~ 0 , '-i~'~L~ re'J:~I ~ r"]" ... c-"-, I ;1;r,::L~ -;:Ii ~'I ':2i~16c;I r . .y. :r ;~r~-9T . ":CLr" .1] ""1 ~~~;~ :-r;r:S:;8';I~l,-'I 5 '~ 5 ' ~~ 'r.:L;~>> [I ;>] I_-'---T;~:':[J nl ",' r';5'- S':r~.r;::r::r:ri' vPE" ::::' OPEN J:S:I,I" l",J-~:J ~ _ l~ '-,---,;" OPEN ::rI;l::fI;~"];;~s-;:;=~~~I; ;r~[o'-T-,:'dr --2: ~r." ,;'r:':r:~~~ P::;l r.;: ,~:r .~.:~~ ~1 1::: ~~T OPEN~J OPEN ~ ~~ ;. ~ ~~.~,~A!~ fL, R-O AT I-OBBY SOUTH ELEVATION SITE PLAN APPROVED r- CASE # ft./) 'J...o f1' - c CASE TYPE ~ DRC DATE _/F-C; COB DATE I () - 'L-( - () } SIGNATURE ^LVr'~ DATE M~ r/U -- () 'f r MONIER M-\DEll'J\BLElm CLAY 1l,\I{RPL TU_E DECORATIVE s'rucco BANDS PORTER PAINT COLOR 6801-1 ALMOND BLOSSOM CEMENT PLASTER. SMOO'J1l FINISH PORTER PAINT COLOR 802-2 LT. APRICOT DECORATIVE CEMENT PLASTER POR'IER PAINT COLOR 6804-4 DARK RUSSET NORTH ELEVATION RE('F!VED >0 .....; "'_ I APR 1 6 200~ PLANNrNC~ DfP/\;:niv1CNT CITY OF CLE}\F\'lVATER EXTERIOR ELEVATIONS SCALE 1/16" == 1'-0" INSIDE OUT 0 GROUP INC. 812 LOUDEN AVENUE DUNEDIN, FLORIDA 34698 (727) 734-3673 ROBERT M. WEIMER ARCHITECT #2955 v ( I "(7)I1-:Lvo J - o?O b if I~ r:- 2-{- 0 Y CIj o ~ o u CIj ~ V) V) ~ Q o UJ tI) ~ g: ~ d ~ ~ > ~ o ~ ~ ~ < ~ ~ ~ ~ ~ ~ ::r= ~ ~ S ~ ~ tI ~ o ~ ~ ~ I() U REVISIONS APRIL ]5,2004 REVISED DATE DRA WN BY September 17,2003 20' VISIBILITY TRIANGLE POOL DECK ..~ J' "':(\OG :rUiU l':~ UNc " / " - ? o ~, <6.. ~ 12" ~ .0: co ,.., ~ :.J ~ :=.1, ;-; ~ ::::/ ~ ~ .p J<t}., -8 ~ ~ ~ . - -7 TUflccumr I ?>o ~ .~ C'I \~ ~ NEW 5' CONC. WALK . 17 ~ ~ ~ ~ /, '\ '\ .\= RADIUS = 1000.0' S. 610 18' 48" E. (F! 239.17'(W) ARC = 239.74'(C) S. 61 0 18' 07" E. (P 239.42'(P) ARC = 240.00'(P) CLEARWA TER HARBOR " -...' \ \, \-... .' WOOD DOCK WOOD DOCK \ - -- -- ... .., / / / 0.7' METAL -SEAWALL - - L " J - - - - .. ...., _. '_. ~==T . . _ _ 4' CHAIN LlNRT FENCE o I'- NEW 4' NON OPAQUE FENCE ~ ~ (NON CHAIN LINK "! ~~ENCE) vi/till in " '/, ci u~i; ,., N 01 ~ in cO -- .. I' /" I.. "" ,_;/.... "', .... 1f " .... .... J~ ~ , , ~1::::::: ' ~ f t7 f t7 f.. / f t7 f 7 /" I " , , <>>..,...... . I ........ , 'T',.. I" 4IIIIIIIIIJ I " I " " ',..... ..... .......... .......... ..... .... ..... , , , ...: '~''A''~ ~, "A ..v.'IOVER / II ;;' tEW 7-~~ ;/ II <>>. II pARKtIG ~:'~'1J_----- II If .. 4IIIIIIIIIJ If 99,910 I;S.F. J I II Ii f .1 {Ii I j V ~E IPMI ROOM I!/ UVING Ii 60. ~ 'I-~' , '. 'V.' \' 7 ~,t-"", " I ", _~ - I ~ 7 1'-, ' \VB " E,i,' .I '/'~ I ' '/ 1'-, I /..... , ~ It\"" I ' _ " ~.. ',. 1,~EtHANICAL. I I _--~---- f, / ,i'...... f]" /1 ,rcrt ~LP N1{/ I ' " ,I' .-&? I " , I' . / ,', I .. ~ll DOOR ',/ / . ~ I " MECHANICAC" -.~t,:', E~~II;;MENt~' ~~ "I ',l/ / ~ NEW 5' ....j,' EQUIPMENT ROOM ~" ," ,,'if J ~ I ,~ , AT LIVING . ", ' .,' ( CONC. WALK ~~pON)"",I~/~:/// '--/{J ~ ~ l. TO B 66 W.O. 5.85 ...... ..i! , l.' t~ O'.H'.W. 6.1 BOT. 3.5 .' r~ '-J . :\_ ~-r-J\ ~__\ :::l C:) . 9' t \ . \ ~/1~ V' coo ~ ~~6~L ~~ If) ,'2: -== '===' = == ~ ==' r=::===" ~<fN ~ / ~ (TYP.) "\ i lNEW 5' TYP} CONe. WALK co. ~ . ~ ,~r- \ 9' , 1!- ~...,p- I- ~ / / I , I " ~ ,~.... ' , 9' ~ ~ .~ \" -.....J fi. \ ,> to. ~.- " ~~ '-"DO NOT ENTER" SIGN ~ 1- . '" "~ ~ I 17 ~. .. NEW 4' WIDE 6" THICK CONC. WALK ~ ,> o. II 16" .? 't.... ,,lo ~ - ~ 0-1> ,~~~ 7 ~~ FPC \" ' -_ ~~i[R\ \~~'M8' =- =- -;S~:;" =- - - . \,' U) ~ ~.. CO~?"'Cl( ~ // \\1, , . r=::==="" ::::.-.:J 8 O\JER\J'.bo fOR cESS / / ~ - . \ == ~ I=r== \ ~ -' -- D. ~~~RaEt"c'< "'c _ /~' / .' ..~~ ~ === === = = = CABLE ..... X) . 1(--' CONC SIGN .' \ f:--;l-:--~.-:':' '~. . ~ ~~~ BOX. )(FMR . 'e-~:~:::-::::N~~:Y / ~ . / \\ WOOD \ \ \ K \ \ . .-' \ \ .\ \ ~ \, I " , , , :JI? / / .~~ / /' CABLE ~- --.....->/.. /' ,/// \:vi~1(, .. - "1 \,~~\" ~ '~.u~"'~'~ n( , I' , ~ \.~ ~ / '. ~ .. 8- ..., / ~~ ~ ~ ,..~o ( , ~\)\lIc; Ql~~6 \~ Q: \'l.1.y,~\)') t\\~\t:-:~~ ~11.~~ \~) l~~~\~~ t\\C}\tru _- ~1~]~\t~ ~~t.~\t\~G~ ~\tt - C}~ ~\t.\.ru ~~~\~ .... '.... ~ ~ / / (, S. 20 0 00' 04" W. 0.39' () 20' VISIBILITY TRIANGLE \ \,. ~:_~:~RBLt~'LL/ / ~~,~",J \ \ :: \ \ \ I" \ f\\ \ \ \ \ \ / \ \ \~- \ \- ..--- - J's, ~ .~ 's, "39.2 , \ <J'~ \ ~ \ \ ~ ,~ ~ , '\ ~ \ ' ~'O - ~ ~~ \ ~ \ ~ 'A \ \. ~~- \ ' .\~,~~ C"-l, \ \ u" / \ -~ \./ '-OVER 0.5' st, ',Ai, GfNG 'V ~ ~/ AREA \ \ ,c-a , ).01 cfi // ~n - PROPOSED /// .. ~ MONUMENT /// / ~:S1~ SIGN //;~ ~ d~; /' //{\.\)\\\.' ~ ' // ~" /,// v/ . / ~ GRATE TlJ It. ' . ,- INLET .... , ,6' -l \:l ~ -i ~ v.\ \J'I POOL DECK ~~ ~ 's, ~ t / 0: jj ~ GENERATOR ROOM "/ ...... 1'/? {;l .- .~ ,." NEW 12'x10' DUMPSTER STAGING AREA ~v't< , ~\~'!G 8'f? '].0 ~\f'O- .., / / / /, / / ~ ///~ /// ']..; ~ \ " " " Ii //~ ,/ ../// /-' ../ RADIUS = 3200' CHORD = 26.37' ARC = 26.37' CH.BR. = N. 810 53' 49" W. ~) N.82 0 02' 16" W. {F) EXlSTm EAse.t:NT EASEMENT FOR ELECTRIC SERVICE IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 2025, PAGE 670 (LOT 2); EASEMENT FOR ELECTRIC SERVICE IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 2025, PAGE 675 (LOT 1); EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 3008, PAGE 469, LOTS 3, 4 & 5 . ,//1 //'./' / / /./ /~-- /,/ /' /,/ ///~ ~~ ...-'"~..=~- - /-/'/ /' /./ ~ ---/ ~ u" pp /;;0 \,'0J~~ / <'-> 1 I ~(J~\" ~ ' ' : v -' i I // // / // ~ t>-\lt.\it.~\ t>-s~\\t>-\..\ /// // /',/' // ,/ / // // // // // / / I / 1/ II /i II \ \ \ \ \\ O r~ r~ i 1 \VI ~ II~\' ~____ ,II : I! I D !1r;' 'I ..,'11' I. ~..II I '." . .... I I , o /'//"-./'/ ALL EXTERIOR SITE LIGHTING WILL CONSIST OF INDIVIDUAL ATTACHED LIGHT FIXTURES FOR EACH UNIT PLACED ON THE BUILDING WITH NO SPILLAGE ONTO ADJACENT SITES. CONDOMINIUM MAINTENANCE WILL ROLL DUMPSTER OUT TO STAGING AREA FOR COLLECTION AND RETURN TO TRASH ROOM ON DAY OF COLLECTION hJ\l'~NING ~ U~ VLl e'i ',/:::" (~\ c~ CITY OF CI.Ef,P'N,\] rn 4' I') NOTFS: 1. MONUMENT SIGN NOT TO EXCEED 6' HIGH. 2. MONUMENT SIGN NOT TO EXCEED 12 S.F. IN AREA ON EACH SIDE. SCALE: 1-=20' MONUMENT SIGN DETAIL N.T.S. 20 o 10 20 " J Z ~t o 00 - ell) '" ... ' . ~ ~" ~ ~z ... ~~ ~ -~ O .....'^ 1"4~ A. !:: ! '^ Z )it ~ .:1: ~ ... '" ... ~ ... ~I- ell)~ · ,:,z ... "".. ~... ~ ~. ... ~t z 1"4' III ........ t - z o ~ - > Z III " ... \/l ". ".,\1J .. . 0 "" ~ ~ Z ... 11\ - t: 11\ Z ~..... Z ~= ~ 1-. ... 1:1 ~ A. ~- I-~ ~ '^g Z ~... ~ z .. ~ .m ... ... I- .... . ~~ ... ~~ -> ~. - o~ \J ~ '" I NES Comm.: 0332 I I Drawn By: LB. I I Checked By: H.G. I 07/18/03 / / 40 Z <C ....I D.. w I- - CI) C) Z - ~ <C I- CI) w C Z ~ C) 3: w - > #lWfI::) .. ..-. C) 0:: O:%:~ CD to- <I: #lWfI ::) 3: ..-. 0 0:: ~ CI) <I: ~ow ~ M...J ~ II) (.) C 0:: <I: > W ...J ::) o CCl<l: 3:9 wo:: -0 >...J ~u.. THIS DRAWING IS AN INSTRUUENT OF SERVICE AND SHALL REUAJN THE PROPERlY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBUSHED OR USED IN Am WAY WITHOUT THE CONSENT OF THE ENGINEER. ~COPYRIGHT 2003 NOT PUBUSHED LENNIE M. NAEYAERT, P.E. # 52943 COPIES OF THESE PLANS ARE NOT VAUD UNLESS OABOSSED WITH THE SIGNING ENGINEER'S SEAL C3.1 20' VISIBILllY TRIANGLE POOL rJL l:l( /:t'j\ ( ,~::f'f-.\\ \. '~l~ (/~.. . r. <:> " \ ~'~ . '\ ? o c.?J '6-$ ('" (, RADIUS - 1000 0' S. 61 0 18' 48" E /1 -; , s. 610 18' 07' [: ~ i~WI~) A~C == 2~~~o~i~) \ ' , \ , \ " \ \', \ \ \ . , \ ' \ \ " \ \ \ '., \ \ \. S, 200 00' 04" W, 0.39' WOOf) \ \.' CK \ \, \ \ \ \ \ C L r~ 1\ f< VI /\ r [ F~ I. \ 1\ f-< H 0 r~ 20' VISIBILllY TRIANGLE ()'/F P 0 R'/ C,OllC 81 r: v/,~I,I n , ) \ \ , , " I, \ \ \ " \ \ \ \ \ .\ \ ..' \ \ \ '\ ......~ ...-'-.'- \ WOCI[) \ DOO; \ " \ , .._.--1. - _\- \ -. --~. ----~.....- Ii CCHK "HWi\LL ~::-: __:-':::~7~.~~':~';":1.!~':1':~:~_'~'::~_':'~":;')- -_:-:;- ";1 __' ___.,(;J..-.----.-- ,,- .." ." .---.----.....-.... ~--- - I. " I," \1\ . ~ :'1~; \ \ \ \ Ol lC! f'...... .. / ...... ...... ...... -.J o o 0.. /'...... .. / ...... ...... ...... .... Oll'- . i"""...... 4IIIIIIIF ...... ...... \ ~ .,J ~ ::4. ,---- I EW 12'x10' \-\.~ DUMPSTER ...~ I ~ STAGING -:) .. I AREA ._1 POOL .:1. I z [) [ u: I ~L \-,} If' t ,1/.. -M ~,; I' \ <{ 0.. III 'OYFI) 0" I ,.J ~ ::.J .~ ~J ~. 0" :7 '. \ ~ \ <:> ~ .~ <:rJ o..\0~ . -.1\S\vr,'J 8'R '}.o ~~~ ,./,' /r' / // (\~'!\\ ';\-",,\,. ' / .: J' 'i. ' '\ __ G!{Al [ IIH CI (i-. , . , '~..I ~ "':>~ 'DO NQT ENTER SIGN \ 9' "\2' ./.'.1 - IV ~- ..,/ pp l") \'; \ \' ~,\';.\\'(\\\ (I'. , 0' q.\'\ \,,1" ,- [l(e f.iUf i ..,/- GU\-f\j\E.~ . COlIC 'i\G\~ r' (<(~ f \))' \ f\" ,. . . rt'. 1 r::= = r::= r::= ~ ... 60U\-E.\j ,.J\O All EXTERIOR SITE OF INDIVIDUAL ATTACl~~~TILNG Will CONSIST FIXTURES F IGHT ON THE BU~l~Il~~C~ITUNIT PLACED ONTO ADJACENT SITE: NO SPilLAGE = (tliill . ,Ji;) CAmJ i' \ )' '1' (OIlC CUlm fL\SIIJ CONC. WALK , t\\~ \c ~1 t\ ~ \ ~,t ( ~~\J\\J.) ~~() \~ lit, '-' o.~(~} c.\\~~;;)' ~ \~} ~11;o ~ ci\\'I-\\ ,,)1~~~\Cl )1~~)~\ t>.'I-C " )'r. ~\t\l) '3t~'I-\\\G ~~)\) ~~ 4' n NOTES: ... J z ~t o 00 - co '" ... . . ~ ~" " ... ~z ~- rt ~ -D- O ~c Do .... Z '^ -- z it ~ .x ~ u. '" ... 0- W ~... co'" . MW .z ... ;.. ~ ~= ... -~ z ~. UI .... W ~ - z o ~ - > z UI I_til tn. .~ .. . 0 M " 0- Z w,^ - !:: '^ Z :).... z "'~ ~ ..:-. ... ~o Do ~- ...rt Q ",0 ... Z 0110 -iZ. ~ .f5 ...... W. . ~~ =I "'~ > ..... - o~ v ~'" I NES Comm.: 0332 \ Drawn By: LB. \ \ Checked By: H.G. \ I Issue Date: Revisions: No. Date 19 24 07/18/03 I Descri tion 03 PER FIRE DEPARTMEN 03 PER CllY RADIUS = 3200' CHORD = 26.37' ARC = 26.37' CH.BR. = N. 810 53' 49" W. ~) N. 82 0 01' 161 W. (r) / .- . C) C ...I CD ~ 0 ~ LLI z: LLI C) C LLI en - ~ W ~ -- Co 3= Z~ ---- ~~ Z c:s: --I C):;:) D- O 3: en <( W 3:~ I- W !:!:! ~ - _>0 U) > LL....1 ...1LL. SCALE: 1"=20' C) 0:::;:) .. o (.!) ffi z :1:.... - ~ .... <( ~ o::5~ c:s: <C UJ <( I- OW 40 U) :I: M...1 Ln(.) 1. MONUMENT SIGN NOT TO EXCEED 2. MONUMENT SIGN NOT TO IN AREA ON EACH SIDE. 6' HIGH. EXCEED 12 S.F. MONUMENT SIGN DETAIL N.T.S. THIS DRAWING IS AN ENGINEER. AND S~N~UMENT OF SERVICE AND SHALL THE CONSENT OF THE EN~I~:~EPRODUCED. PUBUSHED O~~~D THE PROPERTY OF THE . <<:>COPYRIGHT 2od~ ~O~A~U:~~~ C3.1 LENNIE M. NAEYAERT. P.E. # 52943 COPIES OF THESE P EMBOSSED WITH TH~~GARNINEG NEOT VAUD UNLESS NGINEER'S SEAL - " .. J z~~ 000 -CO\l ~~~ ~~z ...~~ ~ -A. O .... '^ "'0 A. .... Z V\ -- zx~ ..:1: ~""\I ...~= :'^, . ,..Wz ' I ... M .. ~~= ~~. ... -~ z ~ I UI .... w t- z o ~ > z UI ... ...1Il en. o RADIUS = 1000.0' S. 610 18' 481 L (F) 239.17'(W} ARC = 239.74'(C} S. 61 0 18' ot L [P) 239.42'(P} ARC = 240.00'(P) S. 20 0 00' 041 W. 0.39' HARBOR CIJ~^r~WA TER o ------ ~=-=--- 20' VISIBILITY TRIANGLE .w .. WOOD DOCI< "i iliil !IrICK . 0 M ,,~ ZW", _I:", Z:).... Z~: ..... ...tle A.~~ ... O'^g ZO"" .Z~ ....w ...... w. .>~ w>..o ... ... ~ M - \I .A~ ~9""~'" ~O~= \I ..0 \I w I 1, /r / ~ , '-v', 0.7' ~ETAL SEAWALL 25' 30. E. __:..1-__ NEW 4' NON OPAQUE FENCE (NON CHAIN LINK N FENCE) . S. 54io , l) I ~ I L-_. '11' , - -- - - - - miCE ~.-- . ..---- 20' VISIBILlTY- TRIANGLE POOL DECK NEW CABANAS (8'x5') ~ I NES Camm.: 0332 I I Drawn By: 1'< ~:""'.. LB. I I Checked By: ItG. I ----. 07/18/03 ~ :;...1 ~ ~... ...::<) , ~l ::;./ \ ~, ~ cP .~ tJ'... PROPOSED /..-;;> ~f1,~UMENT /'<:-./ ~/'~\~~ /~/~I:J\~\" //'l /</// ;,r// .",/ )/ ,/ \___ GRATE INLET PER CI1Y PER CI1Y (i, //~ -8\ ~ ''\ 9.\ ~ RADIUS = 3200' CHORD = 26.37' ARC = 26.37' CH.BR, = N. 810 53' 491 W. (p) N.87. 0 02' 161 W. {F) EXlSTm EASB.ENT EASEMENT FOR ELECTRIC SERVICE IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 2025, PAGE 670 (LOT 2); EASEMENT FOR ELECTRIC SERVICE IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 2025, PAGE 675 (LOT 1); EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 3008, PAGE 469, LOTS 3, 4 & 5 . <3 a. ~ f! 0 a. E Q) ~ - <( ~ ,.... 0 co ~ U 0 It) 0 T"" - Q) ..., c: OJ 'w Q) 0 :E <( 0) T"" ~ cX:i It) 0 0 C\I -- 0) T"" -- T"" OJ ~ "0 W I- ~ Q) "0 c: f! (9 ~ Q) :> .... 0 -e co I I C\I M M 0 ..- UI t) Q) -e- o. 0 <( U 0 - :J <( M 0 0 ~ UI Q) ii: ~ .e' a. "0 g "5 ~ Q) ~ Q) UI ~ " > ~ . / _/ /''/ /// ,//// 'IC\~\\\\ ~t>-'i~. --1 ~/ ~'~pp //// 0 /// )/ . . -- ........ p' o . ... . . _ . ....>_.;;~;';::~ . d.. /". _ < .......... 1D~.d........;/>~///". .~ ?__~~.-:--///NEW ~ 0 0 _~//~ CONC. WALK Eo" ~ P ...--/. ~ 60U~ //;....--------- GU\..f~~~/./~/~/ ------- ----.-- / / .// // _/ t>-S~\\t.\.\ ~ /"- UL'" (llft.o( y'b/,J(O'l \ tvt't11 o/tA l.e fI-W ) llbflJ6-1J (. J. I SITE PLAN APPROVED CASE # ~I.-p ~61- of 0<111 CASE ~ TlJR ~ J - or-t)o Y DRC DATE COB DATC SIGNATURE ~ DATE 1-~f/-6J _// /'/ /-ll /:/.-<c.' c,\)~"O /~~ c,\i\\c,. - /// I i -- :./-- --~/ .,----- ---------- - ....--- ....--'- - - ".....-" ----- .-----Y' ------- ------ -----' . --....--- .,-/""- _/ /---- '.. ....,:!" : ~'. . .' "_...._h' ._..__." n '.' . . __ . .. ...... ____.._ __ h. .... .....n. ... _... ..."...... ."......"..... ........ ..__.' "... h"" .....___. ._._n..'..____... h . ....__n..... . .. .,.__..______.._..___.___......_...... ......... .h..._...._. ......h..........._ __......_._._... ..00...._.._ __ ..__u...... __ _....n ,'.."O"U . ..h......... ... ........U.. .._ p' ... -.-. -_............-.-.--... __. --- .... q---..-------- ... ___..n__.. nn _n......... ... _...._n_. .__ ._ __._ __n....._ ._".n. ._..... ..__ __. n_.__n__ 0..._ __ ...n. __.n___O______'" .P__ ';:.:~~---=====~-' NEW 6- THIC CONCRETE WALK \ 1 i~/\f r Ie \!Cll CONDOMINIUM MAINTENANCE WILL ROLL DUMPSTER OUT TO STAGING AREA FOR COLLECTION AND RETURN TO TRASH ROOM ON DAY OF COLLECTION IF GARBAGE COLLECTION E:<CEEDS THREE TIMES PER WEEK, A DUMPSTER ENCLOSURE WILL BE REQUIRED PER crN STANDARDS INDEX # 701. ALL EXTERIOR SITE LIGHTING WILL CONSIST OF INDIVIDUAL ATTACHED LIGHT FIXTURES FOR EACH UNIT PLACED ON THE BUILDING WITH NO SPILLAGE ONTO ADJACENT SITES. ... .. .------_.----~ -- _/-~:::..:...> (_/ , I;)~ldj H,~ ,;ItJ ,()tl!:. 11 w Co Z~ ~~ C)5 >~<1: :> 3:~ W w~ -0 - >....1 >~LL. c:::: ~ ~.. O:J:~ CO ~~ $g~ ~ ow .... M....I ..... II) (.) ------. -. ------- ---------------- , ~1 t\ ~ ",' to ,~ ~~\\\~ ~COa \~ ~'l'l~~'~ ) c\\~~~~; ~'l'l.~~ ~\l~~'l~.\)~~~ CWJW... ~'l~J~ ,C) ~t.~~\\\\'~ ~~C ... Q~ ~\t.\S) ~~~\~ - - ~--. Z <C ....I D.. ,;,Wl 'I-' ,'- 'f/) C) Z - ~ <C l- f/) 4' NOTES: 1. MONUMENT SIGN NOT TO EXCEED 6' HIGH. 2. MONUMENT SIGN NOT TO EXCEED 12 S.F. IN AREA ON EACH SIDE. I') SCALE: 1"=20' MONUMENT SIGN DETAIL N.T.S. 20 o 10 20 40 " \.. '.: . ~ \, ~ . .. THIS DRAWING IS 1NSTRUMair- Of ~ AND" .$HAii'."REMAlN mE PROPERlY Of THE ENGINEER. AND ..~ l!: NOT ~'REPQ9DUCED. PUBLlSHED OR USED IN mf WAY WITHOUT THE CONSENT Of E or~' ' , " (.QCOPl1!IGHt, 2004 NOT PUBUSHED " ,:..' .: >.' =~_ ...',~ _ JAN 1 9 200 ~ "\' \ '_ ,J '-' '::. " .-' ~f~"'" ~ RAMA~~CH'ARt 'Utm~p .E. #38688 .- COPIES OF THESt:.~ME NOT VAUD UNlESS EMBOSSED WIlli 'ntr -stQNINC' ENGINEER'S SEAl C3.1 ,<j" "y ~ 'V CLEARWATER HARBOR ~'v *"V ~(; ,,~ ,,:>'v *" l::P I '" ' ~" ,~' "'.... l) $ ~~ ~. ..../ "y ~ d ~7 POOL DEC" ..... ",0;; ""C; ~+ ~ .J" ~. 'II \\ f)( JI) 1)( U'h, 1511.0' t". 'V ......c'", y..)\) \\.. ~ ~\.. LOT 1, BLK. A TWO STORY MASONRY ". o of .... ~~ I.. FI.. EL.=6.bH" 2NI>' FI.. EI.= 15,18' OCCUPA TION NOT SHOWN t". 'V ~'7 ~ t". 'V ~f $' ~ 'V ~ -::. ~ ~ (' '7 . ~1 ~\ ~ .r~ NOT INCLUDED ON PLA T "'1.'.& II. #.1616 S. 5~" 23' 30" E. 195A' ALL TREES ARE PALM UNLESS OTHERWISE INDICATED ~ o ~ 7(l ~ \ 1'- '. ~'-\ STOONREy o . ,,-oy \ o't> \ ~/ \ MASONRY ~'SI' ~ 16"\ I f.,. '7' \ , ....: ~- ;f :'l: ~ ~'Yk ~. :;;:: (' V /': ~. e: 0.78 .,. ~ 11.4<' q\' ~ "":~ '---::, !9' l\') ,~ 'V o 'V ,~ 'V .;f ~-t .,f: ~f .,'7 ,- . (I S.N. & (). . #6..'lJ9 " ...'7 . ....'7 ':;, ..;J7 . 2' CON(", nlKB = vi l"l c .,fr . PREPARED WITH BENEFIT OF TITLE COMMITMENT POLICY NO. 5332-29903 PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK DATED SEPT. 3,1999 AS TO LOT 1 AND LOT 2, BLOCK A & PREPARED WITH BENEFIT OF TITLE COMMITMENT POLICY NO. 02-501703 PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY DA TED NOV. 20, 2000 AS TO LOTS 3, 4 AND 5, BLOCK A ABBREVIATIONS S.N& 0 = SET NAIL AND DISC # 6539 S.I.R. = SET IRON ROD S.C.M. = SET CONCRETE MONUMENT F.l.R. = FOUND IRON ROD F.O.P. = FOUN OPEN PIPE F.P.P. = FOUND PINCHED PIPE FD.PK.N. F.C.M FD.N.&D. B.M. L.FL.EL GAR.FLEL. = FOUND PK NAIL = FOUND CONC. MON. = FOUND NAIL AND DISC. = BENCH MARK = LOWEST FLOOR ELEV. = GARAGE FLOOR ELEV. (P) = PLAT (F) = FIELD (M) = MEASURED (C) = CALCULATED NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS. RIGHT OF WAY. AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED AND/OR SHOWN. (, PI. I con liED CON( Il.:n: Io;~' POOL f.,. "'-l ii ~ .~ : : 'L~ 1.29' Q.; ","'1'001. . I' ~ EQ'~' ~ :e, 0:: ,-.JiL t: ..",,~. "'I' t: :1 0::, "I 6 ""I 1.1'" JE I.. = ~ 911' ..'- ";7 . W.\":1l \..:1.:11 . .~\ . ' BU'I) , ...'7 '.,i ..$ . "-. HI.....'(. .---- SIGN ('A1CII BASIN ~.. .~' ~..., , ~ ,~ ...," " ~. ~. ,-~' ""~ ..$ ~., ~. 11.7" \1....\1. SL\W.\IL 59.99' ----CUN'('1H:TE- ... ...; IX 0<: o ;,. ~ ~ IX :; '" 5 (., LOT 2 BLK. A ". '" ...i TWO STORY MA.\'Of\" CO,(' ),,, . t)~ ';'f:; ~ '.~Ill' 6".88" ""y con: liED .$' 1'1..\\,:1.'11 _ ~"':~ ... ('O:>OCRETE SmE\' .\1.1..: .:;' ~ f.,. ~ ....; < ~ ~ \.:) ~ Q:: ~ ~ ~ ~ ~ Q:: ( ..,.. ~ ~ f.,. ..... ~ ~ ~ Q.; ~ ~ ~ Q:; < ~ ... \.,. ..." ~ ..;;..L' n.T ..,. \IElH{ J". <- ....,7 ~t ~ I I lABU: .. I': 'I', ff "OX 1(" I '! '.'f'.~WMIl'i - \' ~.,: ~ I ~ ~ -'- ~> . ,01;1. \$' .. ~ .1 '(: BFI'D_ ,,"- . Mil __ ."~ --...."Y ,~ -~-~--- WAIEIl MULIl .....I.OW..1l .:\snU'~ I I'LIl 0 II. BOOl\. 2112~ PAGL 674 LL. POW.:1l .ASL\n:r-. I rLIl 0.1l. BOO" 202.~ ".\GE 674 .,'fr . SECTION 17 TOWNSHIP 29 SOUTH, RANGE 15 EAST RADIUS = 1000.0' S.610 IS' 48" E. (F) 239.17'(M) ARC = 239.74'(C) S. 610 IS' 07" E. (P) 239.42'(P) ARC = 240.00'(P) ~. f...~ ~..; -~ $ ...,.,~ S. 20" 00' O~.. W. 11.39' ~. , ....~' !;:,"" \. \, '<:J~ , , . ~. ,,""-.\ I -''\.'. \' :', 'Y--WOOII II D()('" ...fY S. 6H" IS' 25" E. i . 1.2N' I Il. N. ..II. .$?' \'l~1,~~'i -~.,.r O\'ER O~' r <PNe.JlL" WAI.I. U': .' "p- _ .'1' .,'}' J' .,~ ) . <'.,-, " J. 9... V...., ~. ~b' I.AND U:AS[ , ~. ~, t:ASt:Ml'NT ~ ,,"" ...,"" r.:1l0,R.BIU21~~, '"'~ ",,'<:J' fG. 1125 ~ ~~ ~. '<:J~ ....~. ~. II II SCALE: 1" = 30' ~ .;.,. , . ,,~ ~ ,,", ~ ' ,,~ ~ t/' ~. r ' ,,~' , ...," , ' ~"'~~ '<:J ~' ~. \ \ ~. WOOD . I (XX 'I\: =! .., ! .-----("Ol'l(" ..' METAL FENCE ..~___--'"-1O-"' ,,~ ""/' COVER.:D ~'ONCREn: 110.(.4' ,,'j LOT 4 \ BLK. A I TWO STORY MASONRY LOT 3 BLK. A LOT 6 BLK. A 4.1' ". o ~ 1~10l 11FT I\. ,,).- ""/' L.I.n.[L.= 7.47 '=! '" 95.15' COVERED CONCREn: ~>' :*.'18" " _I \ \ \.:) "I \ " < \ I, ~ i:l:::- -or I' ~ \ 'II ....., CONCRETE .;f "fr .~ ~ J< Q:: ~. -.:7 .,,, f.,. -.l ~ e; "'1:: I I. 1 ,:,,, '0. \.:) .~ ~ .. Q.; ..,$' I..:l 2S ~ ~. ~ c ~ "~ ~J" .. \ \.:)1 ~ 1\ ~c.~/ . PI' i \ 1 il ~1 . J\ . c~l, .;y . RADIUS = 3200' CHORD = 26.37' ARC = 26.37' CH.BR. = N. HI" 53' ~9" W. (P) N. H20 02' 16" W. (F) .,'fr .:}7 . ~... \ .,,/, ,,~,~\'.~,..\ .\ V" ""V\\,"\' .,-p- . \ \ \, n"pow.:1l .:AS.:M.:r-. 1 r[K 0.11. BOO".lOOll rAGE 469 $' '?'fr . , '11 1\ \ I .' .,.'7 \\ V ARP YAVElw'El'I'{ .11 O.V.LE / I~\'II"'" JEW .V \ GVLFV ..' '\ . lt~U\\lS o,~~ \0' .\," ~il.'l\O'~Y) C\\.~lt."'S~ ~11.0~' ~~io.o~'~Y) GS C\\oltU 15.'9'~C) ~f,~lt\~ uC '" ~ .,\f,\'U fl>1' Of" ~fl>S\S .'~ l.~ oil . l.o~ . .,7' . .,., . , .,t REVISED 8/12/2003 REVISED 8/15/2003 LR. PENNY AND ASSOCIATES,INC. 10730-102 nd. AVENUE NORTH SEMINOLE, FLORIDA 33778 PHONE: (727) 398-..U60 NO! V^I.ID IlNI.ESS FAX: (727) 319-6051 SI(iNED & SE^U:D. LAND BUSINESS # 6539 SIGNATURE: ~(.I-U- L ~___ LAUREN R.' PEN~R.L.S.#4931 FLOOD ZONE: "A-E' (8.F.E.=111) ACCORDING TO F.I.R.M. #125096-0014-8, DATED :6/1/83 LOTS 1,2,3,4 AND 5, BLOCK A, BAYSIDE SUBDIVISION NO.5 AS RECORDED IN PLAT BOOK 38, PAGE 38, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AI, I'J.I,:VATIONS I~AS]]) ON N (, V. DATIlM BEARINGS BASI']) ON RECORDED PI.AT ADDRESS: JOB NO. 03-386 TYPE OF SURVEY: LAND OR BOUNDARY USE : PURCHASE CERTIFY 1'0: SUl\WEST CONSTRUCTION OF LARG, INC. OA TE: 4/13/2003 ORA WN BY: LPffK $ ]9.7' ~. , ",i\.' , ' ..'" "t"t 'c.-" ~. ~. ,,~ , <,'" :-, , .." "," ;J4 :-,. . '" "'. ~. ".s,' ,,'" ~ \:\- , ...,. ^-'" . ~ ~. '" WOOII I)OCK ~. ",,,; ".; -~ ~ .,~ 'c.- ":i- ~. S. 20" 00' 04" W. 0.39' SECTION 17 TOWNSHIP 29 SOlJTH, RANGE 15 EAST CLEARWATER HARBOR RADIUS = \(IIHI.II' S.61" 18' ~H" E. (F) 239.17'(M) ARC = 239.7~'(C) S. 61" IH' 07" E. (P) 239.42'(P) ARC = 2~O.lHI'(P) ~. ,~' '>.' ~ ~ '>.-;. ~- " ~. ~~ IV (;~ ~'t' ~ ,'3 ,,~ ~C ~. , ",';" '" ' .V"'~ <,~ 'c.-""- ~. v ,~' ,,'" ' .. ," ~ ..... ~.' ~. ,~' "," ~ ~ ...Y ~. "t" ~. .J' . ''''0" <. / 15, . /9. "'...." I,. ~. ,,~' 1..\'i0 I.t:.\s.' " ~. ~..:: L\S.:MEN r ..., .. '" "'0 "Ell 0.H. 8K, ]212:\;" , ",il ",'c.-' 1'(;. 112$ ~ ~'c.- ~.' 'c.-~ ,"t. ~. ~ COYEIl.:1I , , . ---------Co:-;C ----I --~-~-\fEl~E:-.:n: \ .' t.$. 'i. & n. Y.tt31JS f' 's ....,JY OYER O.lk~' . <:0'1(". JlI.K W,\U. . t" <-f/ .,. "")' .,,~ .,,'fY S. 6H" 15' 25" E. 1.2H' SCALE: 1" = 30' ~ -0 '\Y U;'C SE.\WAI.I. S. 5 " 25' 30" E. 150.0' 11.7' 'IEIAI. S.~\\\ .\1.1. 59.99' ~~~O~) ~ ::; ..... ::; WOOII 1I0CK ~': ,~ '\Y ...../ '\Y ;,.'~; N" oJ'; ...~~ . .. .. '('"{)1'$'lH:h:' CO\ ERE$ C:'ONCRf:n: 1111.64' ..f ;.. o ...; t- ~ "" a: ~ o ~ "" ' a: :; "" ;.. e LOT 2 BLK. A LOT 3 BLK. A LOT 4 BLK. A TW0 STORY MASONRY .,;- 80.93' ~~ '\Y ~ 1'001, IIECK i,.. '\Y .p L.L.F1..H..~ 7,47 ~\rj. ~ if ~ 'j ~ ,!:,:, -;;. ..... ... .~ ~ O~., ,~ ,.., , ~ t ~, POOL \-"~.',i'; DECK ~t:P~ NO~ ':f cJl ....'!"" $' :~]8" LOT 6 BLK. A i,.. '\Y \,\,~(\'. ~I,)I,)\) ~. LOT I, BLK. A TWO STORY MASONRY 4.1' OCCUPATION NOT SHOWN ~ ..'fr ;., '" ~, TWO STORY MASONRY ;.. o 00 '" .,~ ..;- L.FL.EL.=6.68" 2l'1l). FL. EL.= 15.18' 5.6' 4.05' 7.35' ..7 y' t-- ,)>:\:#J. ...; ~" t"" :~II" 95.15' COVf:RE!) CONCRf:n: 0/ CO"C ,~ '\Y ;; ~ ::c: Q:: ~ ;; ~ ::c: Q:: ..p ~ f..,. ....; ~ c..: ~ "'l:: I-' ~ ::c: Q:: ~ .., ~ lS'~ , ~ \ ~ l CO:\CR.:n: ..'j 64.88" .f,.. "Y I..:l ~ ::c: Q:: ~ .;f OY.:R 0';;' on:IlIlEAIl WIIl.~'(T\'I'.) .,-y .,? \), ......~ .,,. NOT INCLUDED ON PLA T ~ '\Y ..f ;; ~ ~ ~ ;; ~ ~ ~ f..,. ....; ~ c..: ;" ~ ,;p ..f ;; < i< Q:: ~ f..,. ....; ~ c..: ~ "'<: ~ '0. ,~ '\Y .. c .,'f ~. <: t< Q:; ~ '" ~ ~ ~ 'V' .,'fr .,)7 ~ RADIUS = 3200' CHORD = 26.37' ARC = 26.37' CH.BR. = N. HI" 53' ~9" W. (P) N. H2"02' 16" W. (F) '-,c:' (. .:I.~T ,0"" ,n,IEk .I.: ,... ..p . . 1'1' S. 5~" 23' 30" E. 195A' .,"7 , f C\III.E 80X ... V ~ ,,~ ...~",'\ '/ ,~.~". '\ yl'o I'oo;.y\\J'\' .,-y . ,~ "Y " I'! "'~ ~7 . rL.I'OWEIlI~\SI:'n:" I 1'1:11 0.1l. 800K J008 \'AG E 469 <-,'Y -$' " I . ~7y, . l:; . S."'.& Il. H6$J9 " ~'/' . .,y .' J( . ~, T BFl'D tAr ~f' . xrMIl ." ~' ~ i...' <>._ ,,$~ .7 I .. \o~ ''fP. ' '" . 8nD - :10 · \11I .. ~"'~. --- - - ...'7 ~---------- - 3~~ = " .~ \",,\1",11 II \,." t.~It" 11/ . , "SI'II' . E t" Mn.:1l rl..l'OWEIlL\SE'lE"I' GVLFVl 1'1.. I>OWEIlI~\Snu:... 1 1'1'11 0.1l. 800K 2112$ 1'.:1l0.1l.1I00" 21125 1',\(;E674 'L'1~.\b' , '1" f,. ,0) I'A(;E674 \$\\.JS :' bS" \b ~ :\ll.Sb t. .,fr ~l ~.--S. :\' t\'\) 't\') C\\.\\ '" :\ll.b ,:\lb.\):\ CS C\\O~\) l.:..'1'l'tC) \\f,i\~\~ y. . ~C '" :\ ...: f\f-"\) J~ '\'" 0- \\i\S .. 80VLEVAR)) . ((.v-\\ '0"'1..' .,t,.l . .' ) I'll, ,,& Il. #36]6 W.\IEIl ,n:n:1l .,.y ALL TREES ARE PALM UNLESS OTHERWISE INDICATED o or; l"') 2" ('0'0('. ('(1118 (XI ('11 II.\SIN (11.....((' SIGI' ." . c ." .,7 . . PREPARED WITH BENEFIT OF TITLE COMMITMENT POLICY NO. 5332-29903 PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK DATED SEPT. 3,1999 AS TO LOT 1 AND LOT 2, BLOCK A & PREPARED WITH BENEFIT OF TITLE COMMITMENT POLICY NO. 02-501703 PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY DA TED NOV. 20,2000 AS TO LOTS 3, 4 AND 5, BLOCK A REVISED 8/12/2003 REVISED 8/15/2003 ABBREV IA TlONS S.N&D = SET NAIL AND DISC # 6539 S.I.R. = SET IRON ROD S.C.M. = SET CONCRETE MONUMENT F.I.R. = FOUND IRON ROD F.O.P. = FOUN OPEN PIPE F.P.P. = FOUND PINCHED PIPE FD.PK.N. F.C.M FD.N.&D. B.M. LFLEL GAR.FLEL = FOUND PK NAIL = FOUND CONC. MON. = FOUND NAIL AND DISC. = BENCH MARK = LOWEST FLOOR ELEV. = GARAGE FLOOR ELEV. (P) = PLAT (F) = FIELD (M) = MEASlJRED (C) = CALCULATED FLOOD ZONE: "A-E' (B.F.E.=11 ') ACCORDING TO F.I.R.M. #125096-0014-B, DATED :6/1/83 11\:.: .... \",L \.... ,...., \:};~ \i::,:t' L.R. PENNY AND ASSOCIA TES,INC. ALL J-:I.J-:VATIONS BASI,]) ON N.(;.V. DATUM m:ARINGS BASI~D ON RECORDI:!) PI.AT LOTS 1,2,3,4 AND 5, BLOCK A, BA YSIDE SUBDIVISION NO. 5 AS RECORDED IN PLAT BOOK 38, PAGE 38, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 10730-102 nd. AVENUE NORTH SEMINOLE, FLORIDA 33778 PHONE: (727) 398--U60 NOT VALID UNLESS FAX: (727) 319-6051 SIGNED & SEALE!). : b\N,J,> BUSINESS # 6539 SIGNATUllE:'~.L ~___ r ' . ~AUREN' ~.'--rEN~R.L.S.#4931 NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS. RIGHT OF WAY. AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED AND/OR SHOWN. ADDRESS: TYPE OF SURVEY: LAND OR BOUNDARY USE : PURCHASE CERTIFY TO: St~WEST CO]\lSTRLICTION OF LARG, INC. JO B NO. 03-386 DA Tit: 4/13/2003 DRAWN.BY: LPrrK .~ - " , , , TOP OF RIDGE ~ ~ / MONIER MADEIRABLEND DECORATIVE ~ CLAY BARREL TILE POL Y5TYRENE ~ BAND---...,,"'\,J II II II II II II II II II .r ~ MID- POINT OF ~ ALL ROOF5 ~ ~ .~=/ ~/'~ c ~cococo=co~=o= ~~~~I~ ijJ~ e ~ ~ I~-m ~ I I I = ~ 11111 w;r mn]!( m ~ I m _ ~ ~rml--m ~ ; = ~111IW;Wrn-m ~"~~~ _ ~ift= _Wl--m ~ = ~W[]j -m ~ ~ -r // m I--m ~III~ .. .lIl1f]~;rl~ I m - <Ml</ ~ //~~V =n=n:J:I=ll=ll=l,r.g::::~ ,~-ft-A-A- 1m I-~m. II II II &oLlD ~ ....: = ~ C-1m II~ m \r" I ('() N --'I" = d) 1 () d) 1 () -' = N d) ........ 1 () 1 ....:l t- () d) 1 () ....:l I OPEN OPEN OPEN OPEN OPEN OPEN CPa OPEN Co GLAZING J \ DECORATIVE CEMENT '- PLA5TER PORTER PAINT COLOR b~04-4 DARK RU55ET DECORATIVE 42" H.~ ALUMINUM RAILING COLOR Ii'{HITE ELEVATION EL: ~'-O" AT LOBBY WEST ELEVATION OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN EAST ELEVATION MONIER MADEIAABLEND CLAY BARRCL TILI: N _I V DECORATIVE CEMENT PLASTt::R PORTt::R PAINT COLOR 6004-4 DARK RIJ5SET { 10'-0" { { 10'-0" { { 10'-0" { { 10'-0" { STORAGE BUILDING ELEVATIONS { I~'-O" { { I~'-O" { { 10'-0" { { 10'-0" { POOL BATH ELEVATIONS CEMENT PLA5TER 5MOOTH FINI5H PORTER PAINT COLOR b~02-2 LT. APRICOT () BA5E ELEVATION ~ iFLOOD EL: 11'-0" ~ d) ~ \r" _I ('{) N ~ \'r" _I ('() N m II m II m ~GLA55 BLOCK m II m II IiIIII m II 1111 m II m m m m m m m d) f"') 1 U () CL IY -' = 1.1 '-> d) IY III I (n () III ~ ....:l LL L d) 0 1 () <;J. ....:l -T - f'- d) 0 1 lD d) U U U Ul 0 ~ ~, (j) - ) C 0' (jJ (j) 0 <J -+-' :::J <( - :z <( 0 N . . f"') -T . . a:.J -T 0 U (~I ~ Lf) N ~ l") - CJl :; U (D <l (jJ L () +J () > (j) (j) I (j) u c 0 L 0' i: (j) > I c <.) D c U J.:: '" /' n_ ul "7 N If) 0 > LL /' U) W - .....; c (j) -+-' C <.) U /' (f) (j) LL -+-' (I) C L (j) -+-' C - .'>-, c_ o L <.) Cl f (1) f- /' (f) U1 C .,J ~., (j) (n - 0 u 0 ~ /' L U N ..... 1 () L V 'J (f) C .- [ u <( /' (f) CJl L +' _f_-' (I) If) <J \ 0 (f) ~, \ - (j) E . ) u () n . . u - ~r---...... I --- DECORATIVE POLY5TYRENE BAND5 PORTER = PAINT COLOR 6~OI-1 ALMOND BL05SOM OPEN OPEN OPEN OPEN OPEN OPEN OPEN INSIDE OUT 0 GROUP INe. 812 LOUDEN AVENUE DUNEDIN, FLORIDA 34698 (727) 734-3673 ROBERT M. WEIMER ARCHITECT #2955 SOUTH ELEVATION :u:~ :;:: =k= :;:: :;:: :;:: ::;= :;:: :;:: :;:: :;:: :;:: :;:: :;:: :;:: . r ::.: II m II m II m II m II m II m II m d.) I 1 OPEN OPEN OPEN OPEN OPEN OPEN OPEN I OPEN d.) c c c c c c c c c c c c c c OPEN m m m m m m m ~~ .."" ~.. w D z <( OC \C) s: U) W L =:) - > Z - L C) OC D z 0 C) \) U) [() a It l- <( <( - OC > Z ill a =:) -1 It ::J if) <( () () lD -1 if) lL ~ Ii ill I > ill Q l- lL <( u.l -1 ~ CI) ::J 0 \D It ~ <( 0 ~ () ill ~ 0 "'t -1 ~ r.L4 1f) \) NORTH ELEVATION PROPOSED CHANGE TO HEIGHT/ROOF DESIGN EXTERIOR ELEVATIONS SCALE 1/16" == 1 '-0" REVISIONS &. REVISED PER SUNWEST 3-22-04 DRAWN BY GOD DATE 2~ .Janua,..~ 2004 (! r (1) N .! d) I Q -', " d) I Q ~" d) I d) . d) I Q ~" = . d) t:! -' - Q I - i-- ~,,= Q - d) , Q ~" = " , ~ - ~- ---- DECORATIVE POLYSTYRENE SANDS PORTER PAINT COLOR beOI-l ALMOND SLOSSOM TOP OF RID<S>E~ Irnrl ~ .m, nIT r-- .~ ~OLlD ~ g ~ rn -'-] ig Ef EEl ., f~JIIIII ~ Irrnl-~ - ~m-l~ rn 1m I m Ffl I ..~ "- J // ~. , OPEN OPEN OPEN OPEN OPEN OPE OPEN clPEl'- OPEN OPEN DECORATIVE 4:2" H:/ ALUMINUM RAILINe, COLOR ffilTE ELEVATION EL: e'-o" AT LOSSY <S>LAZIN<S> J \ DECORATIVE CEMENT \..- PLASTER PORTER PAINT COLOR be04-4 DARK RUSSET WEST ELEVATION ~"- /-...... ~ !.I u U U \I'y II \I V ~ r L l/'~! - 11./..................1./ .............. I./~I ~ ~~~~=~/~~ ~~~ ~JJ_~I~ ~ ~~~w.u~~~ = ~~~~~~~~m ~= ~~ ~~~M~~~~= ~~~~~~~~~ ~~~- ~ M~~~ = ~~~~~~~~~~~ ~~w.~ ~~ ~ . d) I () ~" d) I o ~ = .. d) , Q ~'" d) I o ....: d) , d:) oPEN opeN OPEN OPEN OPEN . OPEN OPEN opeN EAST ELEVATION MONIER MADE I RABLEND CLAY 6A ..t) "- ID N I ~ { 10'-0" { { 10'-0" { { 10'-0. { { 10'-0" { STORAGE BUILDING ELEVATIONS PecORA TIYJ; CEMENT PLASTER PORl"ER PAINT COLOR 6004-4 D~ R\J55!:'f-- { 16'-0" { { le'-o. { { 10'-0" ,( { 10'-0" { POOL BATH ELEVATIONS - N ........ I tr" ~ = CEMENT PLASTER SMOOTH FINISH PORTER PAINT COLOR be02-2 LT. APRICOT t:! tr" -' (l) N () SASE ELEVATION ~ fFLOOD EL: 11'-0" ~ d) OPEN OPal OPEN OPal OPal m II m m II m m mI~ <S>LASS m w mr SLOCK EEl III II m m II m m II m m II m OPEN OPEN " N ~ tr" _I (1) N SOUTH ELEVATION III m CJ CJ m - - III m CJ CJ m - - III m CJ CJ m - - III m CJ CJ m - - III m CJ CJ m - - III m CJ CJ m - - III m CJ CJ m - d) OPEN OPEN OPEN OPEN OPEN OPf:N 1 OPEN OPEN OPEN d) NORTH ELEVATION EXTERIOR ELEVATIONS SCALE 1/16" == 1'-0" "I';, :' ELEV A TIONS AS APPROVED BY CDB INSIDE OUT 0 GROUP INC. 812 LOUDEN AVENUE DUNEDIN, FLORIDA 34698 (727) 734-3673 ROBERT M. WEIMER ARCHITECT #2955 w D z <( OC ~ ~ U) W L => - > Z - L () OC D z () () () U) CO ~ l- <( <( - OC > z UJ D => --1 (i ::) () to <( () ro --1 to lL ~ (i' U! 0 J[ > ~ lL <( ~ --1 ~ CI) ::) 0 \D ~ ~ <( 0 () ill ~ 0 ~ --1 f.l.4 \) REVISIONS DRAWN BY 60D DATE 2e JC1nUC1r~ :2004 ex) <C 8 OF let SECTION 17 , TOWNSHIP 29 S, RANGE15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA LEGAL DESCRIPTION LOTS 1,2,3,4 AND 5, BLOCK A, BA YSIDE SUBDIVISION NO. 5 AS RECORDED IN PLAT BOOK 38, PAGE 38, PUBLIC RECORDS OF PINELLAS COUNTY , FLORIDA. . LEGEND EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION .10.00 NEW CONTOUR - - - - -10- - -- EXIST. STORM SEWER SITE DATA EXISTING (E) . l PROPOSED (p) I REQUIRED T T T ZONING: LAND USE: RFH j i-, ATTACHED DWELLINGS I J.TTACHED DWELLINGS 55 UNITS i _ ~_____ {~!!~ T~RL _____J__ . PERMITTED RFH RFH USAGE: 2 MOTELS = 78 ROOMS TOTAL LOT AREA: 67,270 S.F. 1 .54 ACRES 67,270 S.F. I 10,000 S.F. 1 .54 ACRES ~ 55 UNITS TOTAL l 30 UNITS PER ACRE ;(35 UNITS PER ACRE W /TDR); MAX. 46 UNITS , 1 ._h'_________.__, DENSITY 78 ROOMS BUILDING COVERAGE: (S.F. & % OF GROSS SITE) . ..------ -- -._--------------_.--- GROSS FLOOR AREA (S.F.): F.A.R.: 21,723 S.F. 32.5% 14,875 S.F. 22% 15,539 S.F. 23% 10' PAVEMENT ;S' WEST(PAVEMENT +BR. BLDG.; t 6.5' EAST(GENERATOR BLDG.): " 7' TO PAVEMENT ! O'TO POOLDECK,16.5'TO BLDG.; 94' TO MEAN ROOF (FROM B.F.E. 11') N/A 40,085 S.F. 60% 0' PAVEMENT N/A 10% FRONT: 15' BLDG. SETBACKS: 5.2' SIDE: 10' REAR: 9.6' 20' BLDG. HEIGHT: ONE & TWO STORY MOTEL BUILDINGS 35'-100' PAVED VEHICULAR USE AREA: (V.U.A.) 42,521 S.F. 63% N/A 19,573 S.F. FLOOD ZONE INFORMATION IMPERVIOUS SURFACE RATIO: (I.S.R.) 0.95 54,308 S.F. .80 48,199 S.F. .72 OPEN SPACE: (S.F. & % OF GROSS SITE) 12,496 S.F. 19% 19,071 S.F. 28% 11,444 S.F. 27" 0.05 THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE A-E(B.F.E.=ll') PER FLOOD INSURANCE RATE MAP 125096-0014-B MAP REVISED: 06/01/83 PARKING LOT INTERIOR LANDSCAPING: (S.F. & % OF V.U.A.) N/A PARKING: N/A 98 SPACES 82.5 SPACES PARKING CALCULATIONS: 55 UNITS X 1.5 PARKING SPACES PER. UNIT = 82.5 REQUIRED SPACES SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: LAUREN R. PENNY R.L.S.'.931 DATED: 04/13/03 NEW STORM SEWER ------- NEW UNDERDRAIN ....................... \ I..JL. EXIST. SAN. SEWER NEW SAN. SEWER -------- I I I , I I I / ( ~\ '\ \ " \ """ \ I, , EXIST. WATER SERVICE NEW WATER SERVICE -...............- NEW INLET . NEW SAN. MANHOLE . C.O. . - - ~ - - . NEW CLEAN-OUT(C.O.) NEW BUILDING AREA C I I NEW ASPHALT PROJECT SITE NEW CONCRETE TEMP. SILT BARRIER - - - - - - - """""""""""""" POINT OF CONNECTION OF NEW UTILITY TO EXIST. 4 M B.F.P.D. F.H.A. F.D.C. T.B.O. T.&V. METER BACKFLOW PREVENTION DEVICE FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPORARY BLOW-OFF TAP AND VALVE ! . I '-.'-.-,. iLl -..., - - I '- '~< "', I """',' II .~'<~ .')"c-1 -..~~- INDEX OF SHEETS . C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN C5.1 UTILITIES SITE PLAN C6.1 CIVIL SITE DETAILS C6.2 CIVIL SITE DETAILS L 1.1 LANDSCAPE SITE PLAN L 1.2 LANDSCAPE DETAILS AND SPECIFICATIONS IR.1 IRRIGATION SITE PLAN Bp~.+ ropy Ava.table SITE PLAN APPROVED CASE # u,I):Lc6'1 - al(J 'I1/7P/l.1ooJ- CASE TYPE ~ '" ro/L tJtfC>611 DRC DATE I 9-lr-~J COB DATE I~'" l{ - 01 SIGNATURE MlkV' . DATE 10--7. J>- oJ - TDR DATA -fABLE SENDER SITES MAXIMUM EXISTING/ APPROVED PREVIOUSLY REMAINING UNITS TO BE ALLOWABLE UNITS ON SITE TRANSFERRED AVAILABLE TRANSFERRED DENSITY UNITS UNITS TO RECEIVER SITE BRIGHTWATER 15 UNITS 9 UNITS 3 UNITS TRANSFERRED 3 UNITS 3 UNITS COVE ( BASED ON .52 TO 205 ACRE SITE ) I BRIGHTWATER DRIVE 130 BRIGHTWATER ( BRIGHTWATER DRIVE P'lIN.TE .) .. -------- ----. -- ' . .u -.------.-.----------- .. - __ ____ ___ ___._. __ __u ,_ _ _ __ --- ---_. __ _ _0._ ___._ _ n __ . --- PARADISE 14 UNITS 9 UNITS ( SUBJECT TO o UNITS 5 UNITS 5 UNITS COVE ( BASED ON .49 APPROVAL BY COB ) ACRE SITE ) 145 BRIGHTWATER DRIVE I 0 UNITS .- --- -..----.--..--.- ~ -- - - ---- ~. --- --~---_._-------~ - . u -- .. - . -.- - .~ -. -...- -.--- ---.. - -,-- MOORINGS I 9 UNITS 6 UNITS 3 UNITS 1 UNIT ( BASED ON .33 I 620 BAYWAY ACRE SITE ) BOULEVARD . - . , ~ ~ ~ i= " . ... Cl: o A. V\ Z . Cl: ... l_tIl ".,\1\1 .. ~t: 00 CO'" I . ~~ ~Z ~~ -A. ~'^ 1'40 t:Z - Xt: ~:J: """ ~... ~... CD:: · ~Z .. "".. ~.. . ~~ ... ~ t: Z 1'4 I III ~... t - z o ~ - > Z III . 0 M ~ ~ Z ... 11\ - CII\ Z ::>.... Z ":: ~ ... ~ .. 1::1 0 A. 1lI:- ...1lI: Q '^ g Z 0"" "",Z~ " ~f5 .. ...... ...~ . ~~ .. ~ Ill: >- ..~ - O~ \J ~ '" I NES Comm.: 0332 l I Drawn By: LB. I I Checked By: H.G. I I Issue Date: 07!~.~~ Revisions: No. Date Descri tion 9 24 03 PER CllY / / / / / / / / / / / / / / / / / / / / / / / / ~t1 ~~ ~ ~ ~ W C c Z a: ~ <t > W ..J C) ::) <C 0 ~ CO<t ~ 3:9 c:s: w wa: C -0 - >..... LLI > ~Lt.. a:: ::) .. I- ~a: - 0 w en ::J: t- ea ~~ ..... 0::: Oa: - (/)<t > <t ~w - :::E: ..- ..... (.) it) U 1 C1J THIS DRAWING IS AN INSTRUMENT Of SElM~D SHALi. REMAIN THE PROPERTY OF THE ENGINEER, AND SHAll NOT BE REP~OOUC . PUBUStiEO OR IN AN'( WAY WITHOUT THE CONSENT OF THE ENGINE R. . . i@CO 2003 NOT PUBUSHED 8EP 2t2f103 RLl.E. # 52943 COPIES OF TLlESE P $ ARE Ntn VAl.O UNLESS EMBOSSED WITl-! TH SIGNIHG E~INC:E.K'S SEAL ~ S. W.F. W.M.D. / EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALlATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INmATlNG AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSIO~ AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AmR COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (e) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHO~ ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF' SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. S. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. e. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400-4 & 400-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $' 0,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE Sys'iEM DOES OCCUR, THE SYSTEM SHALL BE RC:CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAlN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDmON, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHErl INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. S. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE . EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABIUZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. e. MAINTENANCE: AI.L EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AmR EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. FILTER MEDIUM SF'ECIFlCATlONS THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE SPECIFICATIONS FOR SIUCA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS THAN ONE ~(1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER. RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED. 2. THE PERFORATED PIPE SHALL CONSIST OF PO~YVlNYL CHLORmE (PVC) CONFORMING TO ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (, 6) 3/8 INCH DIAMEiER ~ERFORATIONS PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM , 35' OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALlATION OF THE UNDERDRAlN AND ALL OF ITS COMPONENTS. 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. S. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL. CLEARING ANO GRUBBING NOTES 1. PRIOR TO N{I( SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4- TO 6- OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. CLEARING AND GRUBBING NOTES (CON'T) 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND- IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. B. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. , O. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. , ,. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS. , 2. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. WATER SYSTEM NOTES ,. PER ARTICLE 41.03(B)(') CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL BE A MINIMUM OF 30" AND A MAXIMUM OF 42- BELOW FINISHED GRADE. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 WITH A RATING WATER WORKING PRESSURE OF 350 PSI IN ACCORDANCE WITH ANSI A 2' .50 (AWWA C '50) AND ANSI A 21.3' (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 2'.8 OR A 21.5' AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C '04-7'). 4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-" 0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-"'. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-'04. 5. ALL PVC WATER MAINS 4" THROUGH '2" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS '50 AND MEET THE REQUIREMENTS OF SDR '8 IN ACCORDANCE WITH ASTM D-2241. 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D224' -89. 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE R:'QLlIREMENTS OF AWWA C509. 9. ALL FIRE HYDRANTS SHALL MEET THE CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS. , O. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 1'. PER ARTICLE 20, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, D.I.P. WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. , 2. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. , 3. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE TO INSlJf/r.: DIFFERENTIATION FROM POTABLE WATER PIPING. WA TER SYSn:Ul TESTING AND INSPECTION REQUIREMENTS ,. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTION, A;'W VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND N:8EPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE. 'trH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFOPMING TESTS. 2. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED !~I ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICAT:ONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 2', COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED , FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN". 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 2' .50 (AWWA C '50) AND ANSI A21.5' (AWWA C '5'). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. B. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAlNS THAT REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFF'IC RATED F'OR H-20 LOADING. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS ,. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM ALLOWABLE LEAKAGE RATE: '00 GPO PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. WA TER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS GAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF , 8 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: WA TER/SEWER CLEARANCE REQUIREMENTS (CClN'T) A. THE SEWER SHALL BE ENCASED IN CONCRETE rOR 20 FEET CENTERED ON THE CROSSING ('0 FT. LINEAR SEPARATION BETWEEN .0INTS); B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BETWEEN JCIINTS); C. THE SEWER SHALL BE DESIGNED AND CONSTRIJCTED EQUAL TO WATER PIPE, AND BE PRESSURE TESTED AT , 50 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING; OR D. EITHER THE WATER MAIN OR THE SEWER LINE t, AY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PiPe: SHALL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION. ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. HORIZONTAL SEPARATION BETWEEN PARALL.EL LINES GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED A~' LEAST '0 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A '0 FT. SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST '8 INCHES ABOVE THE rop OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSSURE TESTED TO '50 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING. SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATm FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAI~TAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN' 8-INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSING':. WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SJI.NITARY SEWER, AND A '0 FT. HORIZONTAL AND '8 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THI~ THE NECESSARY TO ENSURE THE STRUCTURAL INTEGRITY AND PROTECTION OF THE L1NE3 THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. GRADING AND DRAINAGE NOTES ,. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PU r, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTNG EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPUR;ENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C- 76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, '2" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS '50 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN "RAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE IN' ERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUC"iURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONS.RUCTION DRAWINGS. UPON , COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING NOTES ,. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2- BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 97' -, 2. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS: 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF , -1/2" ASPHALT, TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98" OF MAXIMUM DENSITY PER AASHTO T -'80. 7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-' ON 8" L1MEROCK BASE COMPACTED TO 98" OF MAXIMUM DENSITY, ON , 0-' /2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO 98" OF MAXIMUM DENSITY PER AASHTO T -'80. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILlilES AND/OR THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. f>S A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT f>SSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY f>S A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: , \ WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS LINES RlCLAlMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. ,. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION , 926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. . NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DgUM. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTU~S, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 4B HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" ,:'" , -800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 7. ft.!..L UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. TYE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR' PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. , O. Ai LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. , ,. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BF: PAVED, BACKFILL SHALL BE COMPACTED TO , 00" MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99. 1 L. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 . 'oS.!. IN 28 DAYS, UNLESS OTHERWISE NOTED. , 3. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED :~ A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO 07HER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. , 4. ftLL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF ,.:~f>SS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, ,A"iLl OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR r.: HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE ' REGULATORY AGENCY AND ENGINEER OF RECORD. '5. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. , 6. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. , 7. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. , B. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND \ FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. , , 9. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO THE END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 2'. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE AOJUSTMENTS, IF REQUIRED. 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.' 926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES Le. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR, TO CONNECT AND MEET THE INVERT ELEVATIONS OF' THE SAID UTILITIES. ANY UTILITY WORK PERF'ORMED WITHIN 5' OF' THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. , J z ~~ 2 00 .. ,'! . ." "- .. ~! ~ -~ o ~A A. el Z )(~ . .z I_tii ~ .." .. ~ III ... ao= en. · ~z .. M.. . 'lilt.. 'lilt. .. ;:~ Z 1"4- III .....11I t - z 0 ".WJ I > Z III . 0 .. '" " ~ I 11I11\ t:1I\ Z :)..... ",M Z M .. . ... .. t:la A. ~~ A :0 .. Z A" . Z .. .. .1 .... III. . ~~ .. d~ ~ "". o~ \l ." I NES Comm.: 0332 I I Drawn By: LB. I Checked By: H.G. Issue Date: 07/18/03 Revisions: No. Date Descri tion CI) Z o - l- e( (.) - LL. - (.) LI.I a- U) LLI I- - U) ..... - > - (.) LLI Cc Za: ~~ CJs ~ me( >~e w LLI a: - ~g > ..... LL. Q:::::) .. O~ffi :c I- ca ~~ $~~ :;: ;!: ~ .... It) Co.) THIS DRAWING IS AN INSTRUMENT OF" SERVICE AND SHAU. RENAlN THE PROPERlY OF" THE ENGINEER. AND SHAU. NOT BE REPRODUCED. PUBUSHED OR USED IN Nff WAY WITHOUT THE CONSENT OF" THE ENGINEER. 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'- '\ - -i' : : '\ -s~ \~ ,.. t~ETER; . - !fP..IL - '\~. :~ MH --,~/-~----------- E~ ~~ {). /,/---./'--/ ~..~,\-: <,~/ I \\":./ : J' \: /'\, lJBf'PD '\- -,.: "'-/ ~----- --------- ,~ / / L)? EY. S" 'N,\lEP ~------~=,-..I!.~,.qRAFFlC~' ~..... --->' '-.-..=:.:~_'7.-.._.- U~ -~/--..-- , / · -............... ...._~.~................Ai.. "''''''''''1 ~/ ---' . '\' -.' ~"'----'--." · / \.-/ . .'..::TII:YT'l... IIII_~~I!!L---m.---.....~IL..-_.....-. .. -6 ~ ~ ../',.- · .-.- --.--..------. -----.,.~----- .- --------. " \-:ATER liE .~..,................... E.. W. · - ............ ~)"? ///:-.~' / ..' · -I _I _ I _ I _ f _1_ 1 _ 1 _, _ f _ I _ ,__T..-r,.. C~rM'lfiiill------;-;;t;T-. --- ------- " .. ;0 - - .-' - . -'-'-'~ATrn.-'-'-,-'-'-'-:_,-'-,-.- -/-,-,-, , ~t -----~-~ ~~............-. EX 8 vVtTER · BASIN EX. SA.N fA H f _---- , .......... .'... I TOP !Ol';:: u~.....---- - ............. ... .. . - ... !NV. 7 n.3 ~1 _----.-- · · - 1_ : _ I~'!"!..L-..'~~~-:-~ - . - I - \ - 1 - \ - , - , - I . I -: ' - , _ I _ I _ I _ I _ ' _ I _ ~ EX, .)AN. M H. - ,- - -, _ , _ I _ ' _ 'J.~/ , TOP 5 71 - , - , - , - ' - , - , Y' -'-,_,_,_,_ R~Il\\Ic:. III ~i\ \~ Il \1.'l..?l~ \jl ') I N/.' " C\\~~,~~~ ~11.~~ \~J l~~~\~) C\\()~\J _- ~1f;)J~\Cl \t~~\~G~ r X ::AN 11 Ii FX ". ""'fO ~c:.\; Il~ nt-\!) ..;:,f ;;: .................................................................. .. _'_1- _'_1_'_,_ _,_,_'. · · -l!- .. .. · .. IN · .. · .. · · · · · · · · · - · · · · · · · · · · · · · · · · · · · · · · · · · · · · · . E. ' I ...' .VA rEf- 'y .,~ ........................... t 1" ..............................._ -l " \ ,~ '\. 1.2' CONC SEAWAll 0.7' METAL -':;r~WALL S. 54 0 2S' 30- E. ~- ~~ ~, ~~ _.- -- # POOL DECK .-1 4.. ~ ~ ..J ~ 4. ~ 1.0 l('i ~ :;i:t. ~ 'tJ, POOL DECK 'o~"- 'c)~ 'r r:::: \~'O , ...4 , ...4 I- i -:::?: \-o::';l Pes:> '\ <l? . I~ 0---- .--' ~~ '~ ~ '\. .- 'oJ '\~ ~. ~ '\. '\~ ~. ...'" c,:/ ~~ ~. ~ ~ ~ cy) - y..~,~ f, A,. '! ,(;:) '\ ~ .\. ,<co, '\. .. RAD1~. ~ 3200' ~W01D = 26.37' ARC = 26.37' CH.BR. = N, 810 53' 49" W. (p) N.82 0 01' 16" W. {r) ia-l . \0 "'. . . I . . . . I . I ,~ ...,. ...,2:; '-;,. ,_I_I_l_I_'_I_'_I_I_i~I_I_!_I_I_: -=-:~-:-.::':-~-~:.:"~ .u__n'. ._..... _.~':m......_-- _'_I"I_~"\" \ . DEMOLITION NOTES LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER. STORM PIPES. WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE: ['.. I '. ',' ,'. ~ CONCRffi I ASPH. &: BASE '_LLl LLl.L LL LL l l.._L LLLLi. LLL'-l.LLl......L ~~ ~.~ I_L~_~ L:- LL~ LL BUILDING OJ o o 8] m ~ o [IJ ~ I@] [D REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. REMOVE ASPHALT AND BASE. REMOVE EXISTING STRUCTURE AND FOOTING. REMOVE EXISTING WALL. REMOVE/RELOCATE TREE. REMOVE CURBING TO THE NEAREST EXPANSION JOINT. REMOVE FENCE AND GATE AND ASSOCIATED POSTS. REMOVE EXIST. PLANTER REMOVE STAIRS AND WALKWAY. REMOVE EXIST. SIGN. REMOVE LIGHT POLES, POWER POLES AND ASSOCIATED O.H.W. COORDINATE WITH FLORIDA POWER, VERIZON AND CABLE. 12 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES. INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. 13 OFF-SITE DISPOSAL OF STRUCTURES. UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.DEP., AND PINELLAS COUNTY. , \ SCALE: 1"=20' 20 20 o 10 , J l_tIl .~ III , z ~~ S! 00 ... ,~ . ~" ~Z ... ~~ ~ _6. 0 r--~ I'4D A. r--Z V\ -- Z it . ~:z: a= 11.", ... .11I ~~ CD:: . ':4Z ~ "'.. . ~.. ~. ... ;:t Z 1'41 III ,,-III t - z 0 " > Z III . 0 '" " . Z III 1ft - tift Z :>"- ~"" Z "" , . ~. ... 1:1 a Do a=a= A t:o .. Z 011. . Z .. .81 ... ..~ III. . ~~ ~ "a= - "'. ~ "III 0.. \J ~\I I NES Comm.: 0332 I I Drawn By: I.B, I I Checked By: H.G, I Issue Date: 07/18/03 I Revisions: No. Date Descri tion / / LLI Z C Q :3 z a:: ~ ~ D. w .... LLI C) ::) I- 0 - 3: CD <l: U) ~e z LLI w a:: _ :;:0 0 > L&..... ....L&. - I:t::::) '" I- o C) ffi - .... :c I- 0 CCI I- ct I:t:: S ~ ::E c( :~ LLI :c ....... 40 C It) (.) THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY Of' THE ENGINEER, AND SHAlL NOT BE REPROOUC~ PUBUSHED OR USED IN ANY WAY WITHOUT THE CONSENT Of' THE ENGINEER. ~//:;/~~..cOPYRIGHT 2003 N9T PUBLISHED , ./' AEYAERT P.E.tl5~ 2 coPiEs Of' THE E PlANS ARE NOT VAUO UNLESS EMBOSSED W THE SlGMIHG E~INEER'S SEAL C2.1 (T1 C> C> ru ~ C> 20' VlSIBIUTY TRIANGLE PC ...~~ ! I ~:.' :. o (T1 lei - ,.....;. ., ~e-'--'-"" ~ ru Q Q) U1 D Q) ~ D1 3: D W f- I-< en ----- Q) D C ro C- ['1 3: Q) ~ :> C- o .D C- eo I C\J (T1 (T1 C> ----- U1 ...., U ill ~ o C- o.. o <t U o ...., :::J <t (T1 o o C\J x r. ,,:. \ -'r'~!'" ., :;t~ ..'~1~ :. ,)\ ~~\ ...- -~ _!..... '.) \ \ .__...-. .;.;;.. ';;;';' ~\ . \ ? <:> c?~ ~" ('" \ \ '.) RADIUS = 1000.0' S. 610 18' 48" L (F! 239. 17'(W) ARC = 239.74'(C) S. 61 0 18' 07" L (P 239.42'(P) ARC = 240.00'(P) (;1 " .," .. S. 5~ ~ ~ L_J.... ___._ .. p NEW 4' NON OPAQUE FENCE (NON CHAIN LINK "! FENCE) IX) ~ o ,., , - " --=.-..- ~---~----.~- -' .. --~.'"-'--''' i "-.....-.-.:..:;:::;;;;; - -- .~, ~ ~ . . 'o"?' ~':.:"!"~"'--:-::~~"'::"~..-il. , .. '.' ~- - - ~l ~ '-/ N OJ ..~ '},~ ~,0 /....., ~I " . ' ~ , I " '. ~~~ "00 NOT ,,~ -......::. " ENTERN SIGN 7 P t/ ~L I'. 0 e~A~= /7 BATHROOMS I N FLOOR (lYP ~ ~ ,".i" -P I .ct: It) ,.., ,~ ~Q ( ~ 11 >- ~, ,!i ~ 'I NEw 5'- ~ CONC. WAlK ~ ::,...1 T-=J :.:;:..1... /,::<) ~\ .:::;./ ~ \ , l/ c:, CP o~ V'~ . -6 ~\ ~\ ~~ '<, ~ \ ~~ \ \ " "O.f1 ~<l-- '-"tJO. NOT ENTtR" SIGN ~ II I\J ..... ...> O. -0.. -P <!J. , , ~~~~. "'/" . .. NEW CONC. WAlK ~~ eOO\": ~"o .,. i' ,i.-'. ~ o. ~ ~~ ~ - ~ ~ -:~'-\ .. ://~8 -\ NEW 6" THICI~ CONCRETE WALK <!) ~ U\..f~\E.~ G ..' , ~\Il') (,1~i\6 \~ a' \1.1.?~\~~ C\\~~.~5~ "!>1.1.~~ ~~) ~~~~} CWJ~~ _- "!>1~J~~C) "!>it~~\~G5 t..~C - ()~ ~\t\.~ 'O~S\S ': \~. \, ,j... ", r " 'l ", " "/ '/ / S. 20 0 ()()' 04" W. 0.39' \ \ \ 20' VISIBILITY TRIANGLE \. \ ~ ~ .~ ~ , \ In.' ..J.I- ~ . ." ..' " ,.... f', " '... ~.,... " .,. ; >-.. , " · .... . ..p;:,;.'(.h.;!tt .'. '. i. " , "'J ' , , / '....... ..,:.,~ 1., ,f.... ....... ~~...... ;~ ~;' ~ ~~A ",~;i;::i1!;4~,,',L;;,';:~., ...... ), ~ " :~. "d,'::'~~'i'~~~!9VS,Y ,..~t~;~,,~~~i~;.i ,f I II ~"':::".' .' , ./;':PARK- ~''P' ,. ". '1 .-;\/~( }'i X'1;J:.:.t~~'~ {, /f~:.::" . r 1'1'1 .. .,: .,{~:.. . 99 91cr w~ <:("'.~.:::.;/; ;{:! (':;..:.:~' ,i.,~i');hi"t~t~:,";11((}:; ::':,:.~ IJ1/ .,.,~, ',,' ",1 ,-,,~~",:.:::f!II::/""';';i.,~..,:,!' .;>..<.'.,>,;-1.:.";,, II..,. ... . , '.' '.' 'JJ):!f;;'~":;~;':>,:i .... ~'''N. .;:~~.i;!~~~;i;:;t.".;.>:t;';!t':' :':' . ~. ,f A .. ., .c' c. > f(l'c c,,'~'.j,'~.l.,;;;'ii;,t!);f; ;,fL . ':_ ./ .:,- .... I~"":;": ;s1i.1J1J .~;;'j; ~;j;;:::,Yl!~,fiy.~Z~ifj' ~ .~ , / '- Y , 7' S"'OREF-"h.~/ . - " .......... - ~~":"~'1' i\- ".'.!:'~"" ~~>.:', ' / r....::::=;.::~~ - I -,. '.' / '0 SlYLE"'",..,r I. ,'./ ..' "'.".. 't."", ..' ~~;.'.;.;.~ ~..Ji'.'.~~;.:../;":- J.1.;;..X....:, Jb I '- / I ; 'f~ ' DOOR" .:' . . I ~.. .~;' . 'i.',,;,,~, ':~Wi>i; .Ii 'C. T{ / I MECHA~IICAL' ~ II . . ,'. . ~'" ',<:<" ~,:.' ','; .... ...j I EQUIF;,.~NT ROO~~ EQUIPMENT ~ ,. I, <. >..",'. :..: ...,~..<::~\; ~>;:.. ~,',: I AT UVlNG I . . I . .'. ',?))'.~;i;; ,,:' (~',:>(nk':!. ~ :;;;: .' LEVEL ~u "' I {Ji;;;t';;)7';);~:~ ,,,; ~!')!: ". '.. :~\~.,;:,' 1:;:,," '. tEW RJ-:':eNT1ON rvw"'- , '" I t/~>~):f<~~:, .'f~'j::'~.:- TO B 6.~ W.O. 5.85 . '- ." . ~)l: ;' , \:I;':".'K':'~~.'....... "i',; '/:';:.' OOH.W. 6.1 BOlo 3.5 . .-J :::";;.\\;.'i!;t:.j;",..., . '.' ".!"('~:":; . . -rJ~. "".,..., ";':)'c,~.;:;,:: '" 1.1_ ". . .. '~.;. -:,,~., \':/t'..i......;-'")l.. ,~~' :, \~.,. '~'. ...... r-..WHEEL~:;::~.,. '11. ~.; ~ - t;;- == ~\=-\~8 iJ'~i f~) ~~'; ci+;!}" ]~i ,f:; CONI. WAlK_~. ~ ~;Vl:,~,,~~:;.< .)itii~~~L~ii~i "i:,/;,':;i,r};; \, .;.;.;.; ..;:il:,.,;:;..I,:,;}:{~;:;;;;-:<:_<("::'~'~;":,' ..' >.':, :~~ii;(~~~t~lf~~r:\'i'\i'.' '\'::i::"l: ') i~' ..Y>.. }'lJ5t;~:!'i'&Nc~'~q~~;];';ii'!' !;~1~'~~:;~r~~,~t:~.. 'l' ~ ., 't~~ T /1 '.' ". '. ~:ji~i".,,-. -,,'.-A.,.. .1. '/,1>"'... ~. W ,- ;., .~. \~~ .....~. ~,~ -1.......;";;.:;;.]!:;>tpotlF". '",eUu' co. ......, - ~.~.~8.. CO\APbC'f..O ~ \' ___ ~. O\Jf..R~OO fO~CCf..SS = -== c:::::=> ====' c===a .......- ~ \ ===" 1 ~ ~ ~ \~. t~'tRG("'C'{ js. ~ .~ 's' "59.2 , , '~ \ \ \8' ~~ ,0' ~ 's- -i> t / ~ II GENERATOR '- I J"..... ROOM ( '" ''Ii .~ .0:: "'> STAGING AREA NEW 12~x10' DUMPSTER STAGING AREA . ~~t~ ., 8~ 'l!) ;I'/-~ .... .' \J / , ,; '. I).! /: )- ~. \ . ~ :;i:t. ~ 'tJ, \ -r::;: '. .~~ \~~ ~o:> -~ .'. HO , a~ - \ 6'___ . ,~ ~ c-.a \-d2 . ;;;,s- ~.~ - .' ~ \ ~~ . PROPOSED MONUMENT o 0 SIGN il tv RADIUS = 3200' CHORD = 26,37' ARC = 26.37' CH.BR. = N. 810 53' 49" W. ~\ N.810 02' 16" W. {r EXlSTN3 EASBI8lT EASEMENT FOR ELECTRIC SERVICE IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 2025. PAGE 670 (LOT 2); EASEMENT FOR ELECTRIC SERVICE IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 2025, PAGE 675 (LOT 1); EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, O.R. BOOK 3008, PAGE 469. LOTS 3, 4 & 5 . ALL EXTERIOR SITE LIGHTING WILL CONSIST OF INDIVIDUAL ATTACHED LIGHT FIXTURES FOR EACH UNIT PLACED ON THE BUILDING WITH NO SPILLAGE . ONTO ADJACENT SITES. CONDOMINIUM MAINTENANCE WILL ROLL DUMPSTER OUT TO STAGING AREA FOR COLLECTION AND RETURN TO TRASH ROOM ON DAY OF COLLECTION 4' i<) MONUMENT SIGN DErAIL N.T.S. NOTES: 1. MONUMENT SIGN NOT TO EXCEED 6' HIGH. 2. MONUMENT SIGN NOT TO EXCEED 12 S.F. IN AREA ON EACH SIDE. SCALE: 1"=20' 20 o 20 10 " J z .t 2 00 I- ,\.! ~ ." ~ ~z ... ~~ ~ -A. O 1'Iilt~ 1"4~ A. to- Z -- z it . .z ~ ... '" I- .... .1- ClO~ · ~z .. "".. ~ ~.. ~ ~. ... ~t Z 1"4 I ... to- ... ~ - Z o , > Z ... , l_tIl CII- ..,\() .. . 0 If\ ". ~ E: Z :) I'Iilt Z ~= . .... .. :I Q A. ~ ~ A t:g Z ~... ~ z .. ~ .m .. ...... .... . ~~ ...~ "'. "0 ... ... .'" I NES Comm.: 0332 I I Drawn By: I.B. I I Checked By: H.G. I 07/18/03 40 z :J a.. w I- - CI) C) Z - ~ ~ U) LLI Co Za:: ~~ "6 ~;~ LLI w a:: -0 - >...1 ~~I&. ...~~ o :c~ ~ ~3: 0:: 0 a:: ~ (I) <c ~.w :c ......1 It) (,,) THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAlL REloWN THE PROPERlY OF THE ENGINEER, AND SHAll NOT BE REPRODUCED, PUBUSHEO OR USED IN AN'( WAY WITHOUT THE CONSENT OF THE ENGINEER. ~ <<:)COPYRIGHT 2003 NOT PUBLISHED , / 1//-" Sfp 2 AEYAERT P,E,' 52943 l COPIES OF THES Pl>>lS '.HE NOT VALID UNLESS EMBOSSED WITH 'FHF: SIGNING ENGINEER'S SEAL C3.1 ^ I" ....~) .f '\ .... (' '. / r.n, \ ",,i, f" : ~:, . IS . , RADIUS = 1000 0' S. 61 0 18 48' E. (FJ 23917'(W) ARC - ' S. 61 0 18' 07' E. (PJ 239.42'(P) ARC =- 2~~~1~) S. 20 0 00' of' w. 0.39' S. 54 0 25' 30' E _ _' J ~-- \ - - - I , , - - \ ~ ::d:. ~ 'tA . - - - - - - \: \ , \ \ \ ~\ ~ 7.2 .., - ' -- ~.,.z \ \ ~ / , , , , - .--:= C;~ \~~ ~cO -~ H , ...., 0 .~~ "'" , \~ -~ , c::i , (/l === ~,&.... . - "' 50 LF. I 15. RCP o 0.4% I ------ ~~- GRATE INLET TOP 6.2 INY. 3.7 \ \' t 19<< \ \ ~ ~ == == == . r ---------1 .-----. ~ c:=:=:=' == x 60U\..E.'J ~~O GU\..f'J\E.~ ~~\Il,) ~1~~~ \~ ~1' \.. ?~~~l C~~'\t ~~. ~~ \\l) ~11. C~O~ :: J1~]~~Cl J1~.O)~~l ~'\tC ~ ~!. ~\t\..\) 'Ot~~\~(J 'O~S\~ ()~ PARKING WHEEL STOP ~4' HANDDRAIL I 5' PARKING SIDEWALK I TOP 6 6 ---~~~ 1~ ~)/// ' GRAVITY // WALL BOT. 3.5 ,// -' GRAVITY WALL .:~ D " _ _.!iW: J5J '.,'. _ ,\!H~._5-,-8_5 _- - '..... "... ',.,5{. "':< SECTION A-A N.T.S. . ~ '. ~ RADIUS = 3200' ~CHORD = 26.37' ARC = 26.37' CH.BR. = N. 810 53' 491 W. (P) N. 82 0 02' 16" W. (F) SCALE: 1"=20' 20 ... ~ Z ~t ~ S ~~ ~ ~\J ..... ~....Z .. .... ~ ~ -A. o r-- '^ A. ~o '^ -! z )it ~ .x I..Vi ~ i= CO: · ':4Z ~ "".. ~ ....... ~ ....- . .. -t Z ~. UI r-- III ~ - Z o ~ - > z UI .\lJ .. . 0 "" " ~ Z =Ift - _1ft Z ~r-- Z '^: . ...:. ~ :0 A. a:- ...a: o '^ 0 ... Z Q'" ~ Zri ~ .... ~... . >. ~~ II! \la: > .... - o~ u ~ \I LNES Comm.: 0332 I I Drawn By: LB. I I Checked By: H.G. I I Issue Date: 07/18/03 I Revisions: No. Date Descri tion 9 19 03 PER FIRE DEPARTMEN 9 24 03 PER CITY z :3 Q. w I- - CI) W C) <I: Z - ~ C c :z <C C) Z - C ~ C) w C Z~ ~~ CJ5 :> to <S: >;':S! w w 0::: _ :;0 > 1.&....... .....1.&.. a:::::) '" O C) ffi :a::~ ~ ~~ ~ 0 0::: .-.. (/) <C ~ ~w ..... ......... ..... U) (.) 40 THIS DRAWING IS AN INSTR - ENGINEER AND SHA Ut.lENT or SERVICE AND SHALL THE CONSENT or TH~ ~~I~irn R~RODUCED. PUBUSHED ~~ ~E PROPERTY or THE . . ~COpyW mY WAY WITHOUT , . /: C)l200J NOT PUBUSHED klJ'&lr--z/7~ . p 2 t 2f1JJ' LEVJ::ee:g. ~ EYAERT P.E. if. 52943 COPIES OF THES P Et.lBOSSED WITH THLANE S1GSAR NiNGE NOT VALJD UNLESS . ,I ENGINEER'S SEAl C4.1 ".#>jlf,f' ,. ,'" ,"- ;1 ''1'" ~." ... """"'.... ...~ )" """1- ("'1 o o nJ "<t lO "",.,') ;/4lI:f' 'lIi"ltf 'J'''' ,...., en , " Ln - "<t nJ C1 OJ Ul D OJ ~ ~' .., ,y~ 1':;'1' ~ .~, \C 01 ~ U W f- >---< Ul ./" OJ U C m L t.'J ~ OJ L o D l_ m .J ("\j r'l r'l o ./" UJ -'-' U (lJ ~ o L 0... CJ .-r LJ o -'-' => <l r'l C> o r\l x , RADIUS = 1000 0' S. 61 0 18, 48: E. (F) 239.17'(W) ARC - S. 610 18 07 E. (P) 239.42'(P) ARC =- 239.74'(C) 240.00'(P) S. 20 0 00' 04" W. 0.39' . \-- LEW 4" DR 14 F:VC 36" MIN. COVER -- . - .' _ _ . ." _ _ ~FIRE RISER r.. .... .... ... .......... _ _ .. - - (lYP.) ..... ........ . : ............................................. f"......... I ......... ......... ......... , , , , S. 54 0 25' 30" L --~ - - \ f"......... I ......... ......... ......... f"......... I ......... ......... ......... \ \ f"......... I ......... ......... ......... f"......... I ......... ......... ......... \ \ ~ A ~ ~ , , -r::; ~'C> \~~ ~cP -~ ~ , ~O -~ , \ \ ~\ . \ ~~\" ~~\ ~ \ \ \~ \-~ , ~ , ~ == ~ == ... ... ... ... ~[f ECONFlICT MH L. 6.4 INV. EL 3.6 RADIUS = 32QO' CHORD = 26.37' ARC = 26.37' CH.BR. = N. ~lO 53' 49" W. (P) N. ~2 0 02' 16" W. {r} \ - . . \ \ ==============1 . . . . INV. 2.6(NEW) NOTE: 1. EXISTING ABOVEGRO IN THE PUBLIC RIG~~D O~TllITY FACILITIES AND / OR PLACED U~DER~RAOY BE RELOCATED THE PROPERTY UND WHEN 1$ REDEVELOPED WHICH THE UTILITIES SERVE 2. FOR DEVELOPMENT THAT DOE~ NOT INVOLVE A SUBD - ~NHCA~~DI~~ ~~~~~:!~iT\~IB~I~~E~INES UNDERGROUNDING IS NOT UpNRLESS SUCH ACTICABLE GU\..f~\E.i4 AP &: V>lVE R 0 60u\..E.\J ~ , (\\\\{' ~1 t\~ I d' ( ~~\J\\)J ~~() \~ ~I \.. Q~I~) \,~~~.::.~. ~ \~) ~ll.o , \'i~~\) ::. ~ll;~\C) ~1~.~~\~) ~~\, ::. ~1~. ~\t\.\) ~t~\\\~~S ~~S\S CJ~ 1-= 6" ____ .A- 'I I CAST IRON FRAME & COVER (TRAFFIC) GRASS OR PAVEMENT SCALE: 1-=20' #4 @ 6" O.C.BW. #4 @ 16" O.C. 2' -O"x3' ," 8" D.I.P. SAN. SEWER(' O' EACH 8" MASONRY, CAVITY FILLED OR APPROVED R.C. PREFAB STORM SEWER #4 @ 12" O.C.B.W. ENNIE . EYAERT P.E.:~ 24 COPIES OF THES PLAN EMBOSSED WITH THE ~G~Jc 'rJGI~~~'SU~WLS SIDE) .. J I_tii en. .~ .. " z :=t !2 00 ~ ,~ .A ~" ~ ~Z ~ ~~ ~ -A. o too '^ A. ~~ ~ -! z it . ~% ~ ... '" L.. ~... r- . t- ~:: · ,z .. M.. .A ~.. ~ ~~ ~ -t z ~ I 1M r-- ... t - z o , > Z III . 0 1ft " ~ Z ... U\ _ t:U\ Z :) too Z '^: . ..:~ .. 1:1 a A. c= c= ~ t:g z ~... . zri .. ~... Mlt- . >~ ...~ dc= ..~ o~ ~'" I NES Comm.: 0332 I I Drawn By: LB. I I Checked By: H.G. I Ilssu.e .Date: 07/18/03 I ReVISions: No. Date Descri tion 1 19 03 PER FIRE DEPARTMEN 24 03 PER CITY / / 40 z: :3 a.. w t- - en en w - t- - ....I - t- ::) w Cc Za:: ~~ "6 :> m<t :> 3:8 W LLI a:: -0 - >....1 >~L&. #IW/I::) ... ... C) a:: o :c~ !3 ~~ ... 0 a:: ."" U) <t ~~LLI ... .......1 ... an (.) THIS DRAWING IS ENGINEER AND S AN INSTRUMENT OF SERW'E AND THE CONSENT OF ~ ~~~I~fERREPRODUCED, PUBu;:6L ~E~~D ~E PROPERTY OF THE . r ~COPYRIGHT 200~ m'fNOTWAY WITHOUT / PUBLISHED . . . ~T~NFLICT MANHOLE DETAIL C5.1 TOP ELEV. 6.6 4: 1 SIDE SLOPE BonOM ELEV. 3.5 NOTE: SAND BASED SOD SIDES & BonOM RETENTION BA~ DET AL N.T.S. SEE PlAN P/l PlACE SOD 1/2. BELOW PAYDlENT FlN. GRADE PRIOR TO SOOOINC POSITM DRAINAGE (4:1 MAX) MEET EX, ~ COMPACTED GROUND SEE Pl.AN P/l PlACE SOD 1/2. BELOW PAVEMENT FIN. GRADE PRIOR TO SOOOING POSITM 0RAIfW;E (4:1 MAX) MEET EX. COMPACTED GROUND GROlN) TRANSITION AT 1lE PROPERTY LtE N.T.S. NEW SURFACE (SEE NOTES 1 & 2) (.. "c. . .<......... '. '...1.' . ~"1 '. .. ,<: " ~ -, ,,' , ~:/~:~ ~ '-;-'/2 11MES ElOST. BASE (9""N,) :, ::: '. ".~.(SEE NOn: 3) ."'~ . TRENCH IW:KFlll (SEE NOn: .) o EXIST. SURFACE 2' l' l' ~.. VARIES REPAIR OF PAVEMENT NOTES: 1 . ASPHALTIC CONCRm PAVEMENT SHALL BE MECHANICAU Y SAWED AND All SURFACES TACK COATED. 2 SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND . THICKNESS' WITH MIN. OF 1-1 L2. ASPHAlT F.D.O.T. TYPE S-3. J BAS~ MATERIAL SHAlL BE PlACED IN 6" COMPACTED LAYERS 'TO 8~ OF" MAXIMUM DENSITY AS DETERMINED BY AASHTO T -1 0 lAB REPORTS ARE REQUIRED. " .. BACKFILL FOR TRENCH SHALL BE PLACED IN 12 COMPACTED . LAYERS TO 1 OO~ OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T -99, LAB REPORTS ARE REOUIRED REPAR OF PAVEMENT CUTS N.T.S. [T) o o ru "<T lr:i "<T - - ('\J ('\J D. Q) en c o ::::.: 0'1 3: 1:J en --.J I--< <:( I- W Cl ./' Q) 1:J C ro c- c.!J 3: Q) ..... >- C- o .Cl c- ro :c ru (T1 (T1 o ./' en +-> u Q) o c- D... CJ <:( L.l o +-> :::l <:( (T1 o o ru HAtDCAP PARKNG N.T.S. STRIPING DETAIL x 2-1/2.x2-1/2.xl/2. AAGlE ~ r~X3/8-' ~ AJ<<;HOR SnJD GRATE FRAME W/SlUO. STEEl FRAME W/2 ANCHOR STUDS PER SlOE - EOU~ CENTERS. GAlVANIZE AfTER FABRICATION EXIST. SURFACE SAW-CUT EXIST. EDGE OF PAVEMENT & BASE en w a: -< > NOTE: ,. CUT PIPE FLUSH w/INSDE FACE OF WALL 2. MORTAR BOTTOM TO MATCH INVERT OF OUlfAlL PIPE. NEW SURFACE " EXIST. BASE NEW BASE NEW SUBBASE ANCHOR 8T Atf)AfI) DET AI. PAVEMENT TRANSnlDN DETAL CAST IRON RETICULlNE GRATE, TRAfFIC TYPE (H-20 LOADING) W/2 SIDED GRATE SEAT 8" CONC. WAlL 4000 PSI 0 28 DAYS 14 , 012" O.C.E.W. N.T.S. PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING ,-- POSITIVE DRAINAGE ~ COMPACTED GROUND . ex> N.ET DET AL N.T.S. PLACEMENT OF SOD AT PAVEMENT N.T.S. L ASPHAlT @ 1/4" PER FT. MIN. I EXCEPT AS NOTED ~~ L1MERDCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSITY ROOF DRAIN FIN. GROUND SUBBASE COMPACTED TO 98% MAX. DENSITY ! UTlUlY (i.e. SANITARY SEWER, WATER SERVICE, FIRE UNE OR $lORN DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. ,-:} ON SITE PARK~G & DRIVEWAY SECTION l1T1UTY WITHIN 5' OF BlDG. BY PlUMelNG CONTRACTOR. FINAl CONNECllON BY PllJWBlNG CONTRACTOR UNlESS OTHERWISE COORDINATED BY THE G.C. N.T.S. UTLITY CO~CTION AT ALL BULDINGS N.T.S. [ 1-1/2" TYPE S-3 / ASPHAlT 0 1/4" - ~ PER FT. MIN. '. EXCEPT AS NOTED '.:- 6" lIMEROCK BASE ~ F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSITY . SUBBASE STABILIZED 40 l.B.R. COMPACTED TO 9S% MAX. DENSITY FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1-1/2" RADIUS VERTICAL CURB PAVING BASE COMPACTED SUBBASE NOTE: PROVIDE 1/4" CONTROL JOINTS o 4'0.C.. 5' O.C.. S' O.C., OR 12' O.C. &: 1/2. BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWAlKS, 50' O.C. FOR 5' OR GREATER. CURBIW AU< DETAIL COIM'ACTED FIll OR UNDISTURBED SOl. " , IN R.O.W. & DRIVEWAY SECTION N.T.S. ~ 6_1 N.T.S. EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT. ABOVE- GRADE SIGN BEARING THE INTERNATIONAl SYMBOL OF ACCESSIBILlITY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.DA BLUE BACKGROUND 1-1/2"R 1/2" WIDE WHITE BORDER AND SYMBOL . 00 ~ P~BY DlSABl..B) PERt.IT ON.. Y WHITE BACKGROUND 1" SERIES "C" LETTERS 1/2" BLACK BORDER 1.5" 1" 1 " 1 " 1.5" ~' IJ.':I WHITE . BACKGROUND co $255 FtE F.8. 318.14 SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR 3" 6" 3 FlP-M 18" NOTE: AlUMINUM BARS 0 6" O.C. TOP VIEW 10x10 W.W.M. SIDE VIEW M I t:HED EN) SECTION DET AL N,T.S. 2' ID'EI.. I~I MEDIUM BROOM ~ FINISH CONC. WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' LEVEL VARIES (SEE PLAN) SHOUlDER I SLOPE 1 /4" PER roOT I I, SOD 14" I \1 ":.1., ," "'- COMPACTED FILL OR UNDISTURBED SOIL 4'-1" NON TRAFFIC GRATE ELEV, 6.1 GREASE SKIMMER (SEE DETAIL) BonOM OF SLOT ELEV. 5.85 1S" RCP INV. ELEV. 2.5 ~ 6" UNDERDRAIN INV. ELEV. 2.5 CONTROL STRUCTURE N.T.S. T.O.B. @ 6.6 .~~.I'^,L 4: 1 SS ~~~'\."".. 30 MIL P.V.C. UNER . NOTE: SOO BOTTOM AND SIDES OF RETENTlON AREA W/ SAND GROWN BAHIA GRASS. D.H. W.L. @ 6.1 PROP, RETENTION AREA W.Q.@ 5.85 l!) SOD BOTTOM @ 3.5 NO. 57 ROCK WRAPPED W/AAMOVO 45/45 FILTER FABRIC. NO LIMESTONE ALLOWED. \l S.H. W. T. @ 2.5 CONSTRUCT 32 LF-6" PVC SIDEDRAIN INSIDE #57 COARSE AGGREGATE WRAPPED W/AA~OVO 45/45 FILTER FAflRIC AND PLACED ON EACH SIDE OF RETENTlON AREA CONNECT TO OUTFALL STRUCTURE USING NON-PERFORATED PVC PIPE. 2" H rl"-'~"rrr 9" r 4'-5" ~ GREASE BAFFLE TO BE 1/4" THICK ALUMINUM w/STAINLESS STEEL ANCHORS SLOT & GREASE BAFFLE DET AL N.T.S. \ SIDEDRAIN FILTER MEDIA REQUIREMENTS: A.) WASHED MATERIAL MEETING FOOT ROAD &: BRIDGE SPECIFICA TlONS FOR SILICA SAND AND QUARTZ GRAVELS OR MIXTURES THEREOF ( LESS THAN 1 PERCENT SILT, CLAY AND ORGANIC MATTER UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE FILTER; CALCIU~ CARBONATE AGGREGA TE IS NOT AN ACCEPTf.BLE SUBSTlTUTE. B.) UNIFOR~ COEFFICIENT 1.5 OR r,PEATER Co) EFrECTlVE GRAIN SIZE OF 0.20 ro 0.55 MILLIMETERS IN DIAMETER. SDEDRAIN DET AL NTS . NEW BLDG. FILL GROUND AROUND BLDG. TO 3" BELOW FIN. flOOR ELEVATION & SOD MAX. SLOPE 4:1 MIN. SLOPE 2% NOTE: PROVIDE 1/4" CONTROL JOINTS o 4'O.C., 5' O.C., S' O.C., OR 12' O.C. k 1/7" RITUMINOIJ<; EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWAlKS, 50' O.C. FOR 5' OR GREATER. WHEN SIDEWAlK IS TO BE REMOVE~ ~/OR NEW SIDEWAlK 1<; TO BE ADDED, IT IS TO BE REMOVED TO THE NfAREST EXPANSION JOINT. CONCRETE W AU< DETAIL N.T.S. SIGN SPECFlCATIONS 1. 18"x12" LOGO SIGN 2. 2 SIGN COMBINATION REflECTIVE SHEETING 3. LETTERS TO BE 1" HIGH SERIES ~C" 4. SIGN TO BE t.4ADE or ALUMINUM 5. POST TO BE t.4ADE OF GAlVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.DA REOUIREMENTS r.... FINISHED GROUND ':.t ('oJ I~ HANDICAPPED PAVEMENT SYMBOL N.T.S. HANlICAP PARKING SIGN DETAL N.T.S. GROlN) PREPARATION A T ALL BUILDINGS N.T.S. TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING GALVANIZED METAL " SIGN POST WITH 3/8 HOLES DRILLED ON 1" CENTERS CURB 3000 PSI CONC. CURB . co \ . N.T.S. SIGN POST DET AL HANDICAP RAMP DET AL NTS. PLACE CONC. SLAB/WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH. EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10:1 MAX. SLOPE SOD NEW BLDG. NOTES: ,. PROVIDE !\'K!\'K.- THICK CONe. SlJB o All EMERGENCY EXITS. 2. CONfORM TO /lBf:NE DETAIL FOR PUCING WALl<.:' A' TIll IllDG:' PLACEMENT OF CONCRETE SLAB AT ALL BUILDINGS N.T.S. CURB FLUSH CURB RAMP DETAIL N.T.S. ... J __\Ii .,WJ .. --. z .t ; 00 t- ,~ ~ .~ ~ 'lIltZ t- 'lilt; ~ -6. o ::;~ A. !::: ! Z xt . .% ~ "'" L.. o.... r- .1- CD:: · ':'Z ..M.. ~ 'lIlt~ ~ 'lilt. t- i:t z 1"4 I III ___ ... t- z o , > Z III · 2 "o. Z III 1ft _ I: 1ft Z :)--- Z ~= ~ .... J II; A. ~~ A '=9 z 0'" . Z .. .. .m ..... .... . ~~ ..~ ". ..... 0.. ." I NES Comm.: 0332. I I Drawn By: I.B. I I Checked By: H.G. I Issue Date: 07/18/03 Revisions: No. Date Descri tion w Co Za:: ~~ (.:)6 :>1G<c :> 3:8 LLI w a:: _>0 > ......... ......... ~::) - ... C) a::: O:z:~ a3!;~ $~~ ...... ~ LLI :c ~.... It) (.) en ..... - c:r: I- w C w I- - en ..... - > - (.) THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAlL REloIAIN THE PROPERlY OF THE ENGINEER AND SHAll NOT BE REPRODUCED. PUBUSHED OR USED IN 1Hf WAY WITHOUT THE CONSENT OF THE ENGINEER. ~COPYRIGHT 200.3 NOT PUBLISHED 8fp 21_ C6.1 BLOWOFF DETAIL N.T.S. Eclipse No. 85-B ~ Blow-Off Assy. Including Lockable Cost Iron Box ~2" Brass Water Main ~ 90. Bend 2" Brass Restainer PIUg-./ Per Detail No. 403 CITY OF CLEARWATER, flORIDA ENGINEERING DEPARTMENT B.V.D. BLoworr DETAIL A[V, M1[ 1 f1fl ~ _. C.C.H. 7&Cleanout Plug ~~""'l" ...._....,?Ji'/)P'~ Concrete Pad 4" Thick x 1'-6" Sq. , N '-.. = I 9 5/8" I L~.u///@ t 6" or 8"- 1/8 Bend Plug (See Note) 8" ~ I 13 1/2"~ Sewer Main CLEANOUT PLUG DETAIL CLEANOUT D ET AI L N.T.5. N.T.S. NOTE Cleanout plug to be U.S. Foundry 7621 or equal. CITY OF CLEARWATER. flORIDA ENGINEERING DEPARTMENT II(\' oo.n: llI:SCRP11lIO C>tIJXl) II\' W.J.S. ".. N"PR(MD..... T.C.J ~ L ~ If /.. ,,~V S T_ ~lE: Roft'.... ~o <<~,..." \l to '{" A '* Bock of Curb Remove Curb if Existin M (-::> C, [eJ I? 4' IIlln Residential Street ,. Clt R w 5' Min Arterial Street 2' County R/ Exist Conc Drive 1" ~ Max Slope t4" 1 /2" Exp. 4" R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION o 'CT ru o CD C) C) ru PLAN VIEW S-f ... " -<..> C )(- .- 0 0 2~ . - g. ">NI- Remo... Bock of Curb on State or Vertical Curbs with a vertical Sow cut or Remow entire Curb and Reploce os Port of Sidewalk Ramp. m Modlfled and Valley Gutter Curbs join exist bock of curb / 12. ~Textured Surface ,. c::::=-- Max Slope _. r~ . ,,, .. t. ~ ,! "'#14' : ": . . . -', . Remove to on . '1/2. Exponllon Joint elo'8ll joint or sawcul 1/4" per Foot = ::::J <! ~ '. TI Q) .'<:: Back of Curb 3000 psi Conc 4" Thick. Constr. 6" Thick at Driveways with 6x6 110 Welded Wire Mesh. See Note 7. = '<: 1:) [f1 .--l ...... <! f- UJ o ~ Q) TI C ro L L'J ~ :1J SECTION A-A SECTION B-B ~ 1, _ T_ _a At _ -.......9 11Ie WIdth. __~_taAt~ 2. If Some Ph""'" 0betruc:tJ0n blole "1dI _Ie _ ~ 01 _ Aa -. Contoct _ ~ _ For Alternate Loco-.. 3. _ _ Other ~ WIll Not Be P.."ltted In_Or~ 4. No CootIntI 01 An~ _ Be P_ted On Concrete Sld_. Or OrMft)ll _t Ap...- 01 _ CIty [~. 5. All Concrete Shall Be JOOO pol ...... . 28 00)'L e. Concrete SlIrfoce to ... LJ9Ilt _ Flnloll 7. <:onc:rwt. Dr_y ConetNetlon ..... ... .. thlck . ..'/10.10 W w.r 8. Ramp. Sh.. How 0 Tactile Surface. Textured to 0 Depth Not beeedln9 1/" by UN ot lomp or roll.. In ConfonTlonce with R~irem...ta of rooT ROod-a)' and Traffic O~ Stondord.. Detail 304 Or Most Recent WodIflcoUons. II'" __ CITY OF CLEARWATER. FlORIDA ENGINEERING DEPARTMENT ~ BY TYPICAL SIDEWALK 1~1 COGI<II> BY CONSTRUCnON AND Nl!X 100. : ~ II\' RAMP DETAIL 109 C.W.H. 1~J L t t/tJ r'I"lOdfted cut> cui: RlV. oo.n: __ o .D L ro I ('\.1 rrl M C) - (fJ ~ u ru o :1 o <1 LJ o o <t M C o ('\.J x TYPICAL FIRE HYDRANT SETTING N.T.S, ONLY APPROVED - Fire Hydrant Assembly (Typ.) Kennedy Guardian No, K-81A Muller Centurion No. A-423 U.S. Pipe Metropolitan Distance Varies .1 18" Min. 24" Max. \. / Valve Box / Valve Box ~ . . I" 'V.' c ~ r Mech, Joint Valve <0 I N Topping Sleeve & Valve By City, Fee by Owner or Contractor '- Restraining Joint (Typ.) Connecting Piece w/integrally J cast Mech. Joint Gland on one End-D.1. Rotatable Mech. Joint Gland on Other End. CITY OF ClEARWATER, flORIDA ENGINEERING DEPARTMENT B TYPtCAl HYDRANT 05 1~ 9 .V.D. SETTlNG 100. TAPPING SLEEVE at VALVE _. BY CITY 4 f1f4 NOTES: 1. All Fire Hydrants to have 5 1/4" Valve Seat. 2. See Index N 407 for Jock & Bore Details. ...... oo.n: ~ Poured Encasement pipe entry Approved barrel joint seals ore "O-Rings" and "Rom-Necks". Two continuous rings at 011 joints. Concentric cone (Flat cover on shallow manholes 0' to 4' depth) Steel reinforcement 5" min. wall thickness type II acid resistant cement 4000 p.s.i. Grout fill opening with non-shrink mortar Grout flow channel pipe requires manhole adopter coupling by Flo Control, Inc., or approved water stop coupling. NOTES 1. Precast manhole drop may be approved by City Engineer. Shop drawing submittal required. 2. Drop required when 2' or over. 3. Manholes sholl have on interior and exterior coating of at least 15 mils dry thickness PROLO EP214-351 Epoxi-Mastic or Koppers bitumastic block solution 300M. CITY OF ClEARWATER. flORIDA ENGINEERING DEPARTMENT PRECAST SANITARY loIANHOLE DETAIl OUTSIDE DROP 8 81 lUX 100. CMII:1C II\' W..I.s, _.~II\' 1,C..I. 11(\'. oo.n: DClClII'llOII 2 f1f 3 FIRE DEPT. PUMPER ~CONNECTlON 6" CONC. W!6x6 W.W.F.) COLLAR 18~ Sq, AROUND CONN. FINISHED GRADE to f") RESTRAINED JOINT 3" 0 I M.J 45. BEND <:I 3" PVC SC 40 FROM STREET . -illl 11111111 i IIlnrr~1I1 Willill' I~I\II ITIT~ ITIT~ TIlT=- ,iImTIlTllllllllffilTIITj!ll111 ,TIlT==- ""-"1'-=1111=11"- FIRE DEPT. PUMPER CONNECTION NTS NOTES F,n,sh Ta Existing Surface With PC III Asphaltic Concrete -16.1- '.:, .. ,""i'",'~~#il1II Original Paving Original Base ~ ~.,'.". ~-:..v<<<'. " '. . ~.)'. .... " - . ' . ., ~..', :'. \ ~~.;r:.:;)?' ,\. / Compacted Bose - Thickness of Original + 2" Minimum Thickness 8" 12" 12" Compacted Backfill "-- Undisturbed Trench Side 1 Trench backfilled in 9" compacted loye~. Density taker. every 300 ft. 2 Bose may be repla" ~d with Asphaltic Concrete with priur <Ipprovol of City Engineer. 3 On langitudinal instt)lIatian requiring resurfacing full width of pavement, flnish bose to match existing pavement surface and prime. Then resurface os directed by the City Engineer. ~k 1l(V. DOlt CITY OF ClEARWATER, FLORIDA ENGINEERING DEPARTMENT oa:: II\' STREET REPLACEMENT 7~ CIlUIG II\' FOR UTIUTY AND INDEX MO. GLB. I HIll N"P. ()[:$IQIG'" C.N.H. 1 f1f 1 DESCIIlPT10N .ct R/W I Varies min. r- f i CITY OWNED AND MAINTAINED HOMEOWNER OWNED AND MAINTAINED 6" Service Lateral Main SECTION ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER. CITY OF CUARWATER. FLORIDA PUBUC WORKS ADMINISTR4TION ENGINEERING NOTE: All lateral materials. including approved Cleanout hardware, are to extend to the R/W or to the easement line os noted. RI:V. ""'It STREET LATERAL DET AlL ,r- ~ _. 10>2 . c.o Pick Hole 7 '-.. 1-1/4"117 Required Non Skid Pattern Required RING - HALF PLAN Required , N '- o 36" , v '-.. r') I 23"~ 21" Machined Surface SOLID COVER , v '-.. ' r')N I .... I 22-3/4" I ~ 0 ~~~ Machined Surface '- o , " I RING - SECTION Minimum Weight 7" 232 Ibs. 9" 278 Ibs. SOLID COVER SECTION Minimum Weight 128 Ibs. NOTES 1. Where roadway base is 8" or thicker use 9" ring, 011 other cases 7" ring is permissible. 2. Manufacturers model of storm ring and cover to be approved by City Engineer. CITY OF CLEARWATER, flORIDA ENGINEERING DEPARTMENT oar:' II\' r:, Q€O<m BY SANITARY SEWER ..... MO. W..I.S. MANHOLE COVER .lO1 _ Dl:sIlHD II\' O.G.B. t/20/M _ _ 2. J RlV lW[ IlCiCRF'11ON ...,.s. 1 f1f 2 Lot 211~ ; wm . c 0._ ~:::::;; Lot Lot f' r /w line V \. - - - - - - - _l_ - - - - - Water CurbJ r /w lineJ Main - - -1- - - - .L - - - - - - - - - I I @ : Water Service~ 1,1 (T Y p. ) ----=:::i \ \ --f 2' joint in pipe entry "'- Side Lot Line (T yp.) Son o MH. Cur~ Sidewalk 1 ~ I wm (' -10' NOTE: SANITARY LATERALS TO BE WITHIN 10' OF CENTER OF LOT ON DOWNHILL SID':: OF CENTER OF LOT. 2~\- Lot PLAN VIEW Rim M.H. of Street Water Main Sanitary Main PROFILE CITY OF CLEARWATER. FLORIDA ENGINEERING DEPARTMENT SANITARY LATERAl LOCATIONS B.V.D. 0<0111\' 11(\'. 20'2 Do\'" IlCiCRF'11ON _. C.C.H. 1 BOO WIN. VERTCAL ClEARANCE \ CD -'''''''~.:,~~~~~~ ~~ 10' 1~ O'):::!' D.I.P. IS USED IN PlACE OF P,V,C. FOR A MIN. OF 10' EACH WAY FROM It OF WATER WoIN WHEN THE VERT1CAL ClEARANCE BETWEEN I WATER A: SEWER t.lAINS IS IB" OR lESS, 1 BOO OR WORE VERTICAL CL I -r~Wkw~~ PV.C, OR V.C.P, "I"T~. SAN. SEWER GRA\1TY MAIN ~ CONCRETE ENCASEMENT OF SANITARY SEWER GRAVITY MAIN IS NOT PERMITTED. GRADE ~ . ' coZ V WATER NAIN I"") ~ '+1, 10' MIN. :1b- HORIZONTAL ClEARANCE STORM SEWER + OR SAN. SEWER GRAVITY MAIN VERTICAL CLEARANCE HORIZONTAL CLEARANCE W A TEA MAIN & SANT ARY SEWER CLEARANCES N,T.S. .. J I_til ..,w .. " z o - l- . I- ~ o A. ~ Z . ~ I- =t 00 co'" I . ~" ~z ~; -A. ....~ MQ !::% - )it ~:I: Yo", ~UI ~I- co:= ':4% "".. ~.. ~~ ~t M' ....UI - . .. . I- Z UI t z o , > Z UI o "" ~ UlII\ tll\ :).... ~"" "" , ...~ =Q ~- ...~ ~O ... QYo % .. ~m ...... UI~ ~~ III ~~ ~ p~ ~ o~ \J ~ '" . " Z - Z Z . ... A. ~ Z . .. . I NES Camm.: 03~2 ~ I Drawn By: LB. J I Checked By: H.G. I Issue Date: 07/18/03 I Revisions: No. Date Descri tion / / CI) ~ - <C ~ w C w ~ - CI) ~ - > - (.) LLI C Z ~ C) ~ W - > 0:: o ~ 0:: <t %: C 0::: <c > w ....I ::;) o a3<C ;:e UJO::: -0 >..... ~LI... ::;) .. C)D:: w %1- ~~ 00::: U)<C ~W ..... ..... It') (.) THIS DRAWING IS AN INSTRUlAENT OF SERVICE AND SHALL RElAAIN THE PROPERTY OF THE ENGINEER, AND SHAll NOT BE REPRODUCED. DUBUSHED OR USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. ~ ~~COPYRIGHT 2003 NOT PUBLISHED ~ /;t., Jl // ~ 8Ep 0 \J/ftryP~J ;;7 ~ 1_ LENNIE ~.,/ YAERY. P.E.I52943 COPIES or THESE ~ ARE NOT VAlID UNLESS EMBOSSED WITH T"iE S!CNING fNGINEER'S SEAL C6.2 V)~;-'ltJjl! I ~ ! PIANC. f Land:K;apc DesIgn Prepared Uy Ronald J. Bclk' J 0, r. of BUller's Nursery, Inc. 7011 751h Street North PindJas PW'k., f'lorida 33781 (1'27) 544~()445 (727) 541-5027 - tax BUIt..:r~nursery[(tMSN cpm II. -t/oec ' ~ rn(K i'" ~F ! \ \ \ / Vl::\iBiUW ./ fRIANCLf , , ".....l ..-."!....,~""'''...,.'''''-- I),' :j .-.-.... ::w:: '"_ I WO(ju o \ (100 t -.^ -~-,--~--_..-,._...., ;; "..'....: ','-' " -----, ,- - ; , , ",. , n'; 'F ,. >. .... 31: .. '__"'_ ,'.....u. ,"- ,...-' - ...._" /'~ ' " ., - --~~&;' "" ... ^-- . -~- . //' / ',,", ,~. _ _ . .. .t;.;m":.~;a""""~~-~--~" I' ..."........~.. I ' ' ...... '.'...-"'~ - .JIIt'. ..- '- .~~~... . !r:iiJIt:W""J;Z'f!1K' I' - "".... . /.. ",~c<..,t"~~'-,:~,",:;"'"-",,,,- ..._,,--- --...~,,-"~"--" ------==-..- n- .,,~ ~~_' '. .. .,e- . ~'-iU ':~'4 . '," ~,~,'~.r~ _" ,. ~ ,_. oL...............- ~,-"'. .. . ,,' . __..J.L. . .. \1. ! . - ( ,,~.. ~ _ ~ .B' " ~- '~:;:'0;"~l:f!!~~"'~'~''''--'----'''-!'''=''''''''-------'''''''..'".....,~_u.._I. .....'... 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I . ...... ~ ) -'--. .-t:.;;"', \ " -t I I! / I I \ \ .,~.,~....,.- ",""".....,... /~.., .... /"/:::'> t'!l't~+ ,,~~./ 1 ;), . \ l (" .\A "ld.':".'." . :.,,', .: " '. . ,... N~V\ L \ \ .\' ~. ,.' \ .. '\~".~ .N <\ ~'.. I ..'\' M~ \ \ \ :\ ~ \ \ \ , . . n \ . ) \ l l I ~. \ .-.'\ .." ,. _,,,;;...~~~'.;:h.. J"..J \ \)J;o"" \ };,' \ ' I \ ~\ :._....-~t:--1,,, -' . ~j~ ~' \\ " \ ,,_....r-... ......". "2;., f//:":'-'I i}.~..l, \\ > ' " ' ..." ~ ..__" 1tr- ....." rJ)1..) .:!~: ' ",,' ftO I ".1--.1----:----~-~.-: ~1 ~ ~ "/ OU~~~ ~~.... ~. " ~ ,J ".'1.) . 't,,'" \!_l~) V4 6 ~~ ,- , ~, ~\ "..,.., ~ "0)" '-- \:it; " ,,,,;,, .,,,,.,.1 GU\..f" \E . &~. .A ..t! ., !~" l-- q:.) ", 'Iq';Y Ole t, 0~~~--- ~. , Ii: \-)<\. \ .f .' i.< ' 1 \ , ,.,;"A \ ./'" >l'~/' \" \ ,\. ./ ,,~ \': .--^ ~ti" " . }" ~' d .;:~', ~., ~D ~/''''' .,/' dr' 1 . ~ 1 .'r III .' l:;';ift ':,~~/ '. :~/ .,~1 '(..'\j~~~' . .' . . . ". . ". ; ~'1!i~r ....5l~,.. ~.,., ~... r ~~1./ ,I,' ',: : ':1;.' " .. ,,/ . . ;" ~I ,::f:', . .~~. ../ '\ i-~9 ". . 0.' \ .-:.~'l",,,, ' "'-." . C)~~ ..)~"" "..N...." .., ...,,";,--~~"1"r.:'l:~::::....~:.. , . \~'.:/ ' l~~" . .... ..' .. ):' '-'-f:" ':.' .......... ,.. ...~... . 1,,'(' f^; ........~\,N'.J'..._._._. ... .::... ..... . ... J . .. ) /..ti.l.'j "'i; "'. .. . '. f >; W , ,I "~'" ( / "w"'. LANnSCAPE TABLE .. C)TY I cOIn: COMMON NAME I nOTANICAL NAME I 9 WI{ SIZE & SPACING Wu."hingronia Washingtonia robusta 6 Sy I ~'. I X' oa Sylvester Palm Phoenix sylvestrus 3 PR Pygmy Date Palm J 0' c.t. Phoenix robcllenii 26 LT 4' oa, multi-stem l,igustrum Trees I -igustrum lucidLU11 ') HP W X 8'. 2" caliper Bolf Ie Palm Hyophorhe lagenieaulis 72 SP 6' - 8' oa Sabal Palm Sabal palmetto 12 Vi> 10' C.t. <)ucen Palm 201 HI Syagrus romanzoffiana 10' C.t. I I ibisclIs J Iibiscus rosa sincnsis 18" x 1 X". 3 gallon 110 IH " ' Indian Hawthorne -' o.c. Rhaphiolapis indica 14" x 14", J gallon 4 LP """\' " Lady Palm k o.e. 425 P.1 Rhapis execlsa 4'oa Parsonii Juniper Juniperus chinensis I?" . l'i" 341 - x . spread, J' VA Varigated o c. Arboricola SchcHlcra arhoricola 16" x 16". 3 gallon, , l'rinette 21.1 WF White Fountain 3' 'U:, Grass Pcnnisctum setaccum 18" , 12" 97 x . 3 gallon SG Sea Grape 3' O.c. . (:occaloba 18" , 1M" 70 x . 3 gallon XA "If . Xanadu Sclloul11 _l o.\.:. Phijodemlron xanadu I"" j?" 3 - x _.3 gaHon, DT [) 30" o.c. actylitera Palm p hocnix dactyl if era T RD S< )(,1 1-'1 oritam Grass 12' C.t. FI oritam 11 SCALE: 1--20' \. z =~ Q 00 ... " \f . ." ... ~I .: ~I o ~Q a 1::1 z X~ . ~Z = .~ .= · '!Iz ~ "'.. .. != 2: :;~ iii C III ~ Z o " > Z III " ... tii en. ,.t.il .. · 2 ". '7 III. :I t IIA Z i"- z :: .. S. ~ ~A ~ A =0 Z A~ <cX" .. .. . ~~ ::I~ u~ ... O~ .v NES Comm.: 0332 Drawn By: 1.8. CIIlcIced By: H.G. Issue Date: Revisions: _~o, Dote 07/18/03 -- z ::5 A. W .... - (I.) w A. ~ CI) Q Z :3 W Ca Za: ~~ "S ~m~ W~~ _~o > .... ~ a:: =>> .. o ":5 i:..... m=~ 0:: 0 a:: CC :&S ... ....... .... It) (.) . , '1 l1.1 ""Il ,..- :.... r"': , J IRRIGA TION NOTES (CONTINUED) z ~~ o 00 - CD\I .. . . ~ ~'" ~ ~z .. ~~ ~ -A. Or-.'" rIIA A. e! Z x~ . .x ~ ... \I L- ~... r- ~... CD~ · ,:,z ~ M.. ~.. . ~. .. ;=~ Z rII. III r-.'" t - Z o " > Z III 1r[R1~~ (& ~[}={][R1(UJ~ [P)[Lt%~1r~~@ LQ)~1r t%~[L~ HABITAT MANAGEMENT AND LANDSCAPING PERMITS. THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. " 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. CROWN SPRfAD NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. I_tii b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE MATERIAL. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. ~ Cl ii:i :x: Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape. 3/4- - 2 Ply Reinforced Rubber or Plastic Hose White Swrveyor's Togging Tope. 6 Length ~ .... ~ MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. 3" Minimum Mulch 3 - 12 Guage Galvanized Wires Spaced 120 Mound Tree and Set At A 45.Angle With 3- , 68 Duckbill Anchors Or Equal THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 3" Soil Saucer c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE lYPED AND RELEASED. ..,w .. CONCRffi CURBING Remove Container From Rootball Planting Soil Mixture Mound To Form Saucer 3- Minimum Mulch Loyer Remove Burlap From Around Top Of Boll Planting Soil Mixture ASPHALT PAVEMENT ROAD BASE ~ THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. TREE PROTECTION AND PRESERVATION. Existing Soil . 0 M " ~ Z ... 11\ - t: 11\ Z :) r-. Z ":= ~ .... J =A A. a:- ...a: o "'9 Z A'" ~ Z . ~ .15 ... ..... .... . ~~ .. ~a: ~ ""'. ~ O~ \I ~\I TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. TREE STAKING & PLANTING DET AL ADJACENT TO OR WITHIN V.U.A. N.T.S. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. SHRUB PLANTING DET AL \ N T.S. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. I CROWN SPRfAD LANDSCAPING For Cabbage Palms: All Trunks to be Smooth and All Bum Mar1lB Brushed Away For Washington Palms: Leave all boots on trunk For Cabbage Palm Installation: Trim All Fronds at lime of Digging and Planting For Washington Palm Installation: Leave inside row of fronds TMl up .ith biodegradable twine XERISCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINllY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. NOTE: AlL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2 Layers Burlap Pad at Support Cantact - No Nails in tree Wood . ~ Cl ii:i :I: Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shope. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White SlIrveyor's Togging Tope. 6 Length .r-- 3 - 12 Guage Galvanized Wires I Spaced 120 "'round Tree an~ / Set At A 45.Angle With 3- II 68 Duckbill Anchors Or Equal Remove otter one growing season. -~ Mound To Form Saucer 3" Minimum Mulch Loyer Remove Burlap From Around Top Of Boll Planting Soil Mixture ... ~ 0- 'ij J: ~ c: 2 l- i (3 I NES Comm.: 0332 I I Drawn By: LB. I I Checked By: H.G, I 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. Wire lie ~ ~ 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN, THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 2- x 4" Brace (Yellow Pine) Spoce Three at 120" Typical Remove otter one growing season. 2" x 4' Stake (Yellow Pine) Three Fest Long Remove otter one growing season. Saucer Rim 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. Issue Date: 07/18/03 Revisions: No. Date Descri tion 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. Finish Grade J" Minimum Mulch Rootbolll. 16- Minimum Radius trom Trunk Washed-In and Tamped Planting Sail Mixture . . . -- Existing Sail 5. ORG~\'~IC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND CGtliPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTI LIlY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. Provide 0 minimum 5'xl0' unobstructed planting arec. 6. THE ('RESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. PALM STAKING & PLANTING DET AL N.T.S. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILllY LINES OR STRUCTURES, EASE- MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. TREE STAKING & PLANTING DET AL N.T.S. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGAT:ON. 8. LOW-MAINTENANCE DESIGN. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. / / TREE & SHRUB PLANTING DETAILS 1r[R1~~ ~t%[R1[R1~CCt%LQ)~ LQ)~1 t%~[L~ U) :z 0 - ~ <C (.) - ~ - \ u LLI a- U) C W Z C c <C Z 0:: U) ~ ~ w ....J ..... - C) ::;) ~ 0 3: a:l cr: LLI ~e C WWO:: w -~g a- > ..... La.. ~::;) ... <C C)D:: U O:l:~ U) a:I to- <I: C ~ ::;) 3: 00:: :z c:( en <I: :3 .w :c ......... It) (.) 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1 -1/2" CALIPER AT TIME OF PLANTING. 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. HARDWOODS PINES 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. IRRIGA TION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNlY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. . 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 1" X 4" Horizontal Wood Members or - Approved Substitute A : 3'x2"x2" B 12" C 4'-5' D 1 "x2" 6' - 8' . 1 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 2. x 2. :=J Vertical Wood Stakes 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. I I ,- I 2/3 Dripline ~ Full Dripline FEBON BAtttat:t1 Full Dripline Barriers Placed at Protective Radius ...1 I . 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. .. . . 2/3rd'l drlpllns tor hardwood I 16'mln) full drlpllne for plnBl 16'mln) WOOO FENCE 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACllY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. PROTECTIVE BARRIER DET AIL N.T.S. TREE BARRICADE DET AL N.T.S. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. THIS DRAWING IS AN INSTRUWENT or SERVICE AND SHALL ROWN THE PROPEJm' Of' 11iE ENGINEER. AND SHAll NOT BE ~ED DR USED IN N(( WAY WI1HOVT TliE CONSENT Of TliE ENGINEER. r /' . CCOPYRlGHT2003 NOT PUII.JSHED 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. L 1.2 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. .... ..... ..... \ \ \ \ .-.-........- I I I I I __.J.-..---.~.-~ wooo ooc!': o t1 ..,. .._..~. I." - ~ .- "" v: ~-~._~ ~.. \lISltl' L11 'l' TRlANGI.E ~.. ~~~-~. ~/...~ .: If ~ f'( : "'......>-. ~ I::~ y,..' 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Belko. . of Butler's Nur9t-'1'Y. Inc. 7011 75th Street North Pinellas Park, Florida 33781 t 727) 544-0445 (727) 541-5027 - Usx !}ytlersnursery@MSN.com SCALI: t"20' . . " . z :J A. W t- - en z o - ~ C) - a:: 0:: - p. A' .u: 4. .....-........ . ",,, .".. ..--Y ...'" .- ........ .....-"'" ~".' . ~._.__. LLI C Z~ ~~ C)s => mc( ;> ~e LLI u.I a:: -~g >~~ ~ 5ci' O:z:~ eo ....:> 0:: g~ c:e::i :c ... ~ anY IR.1 RNlf.l = lXXl.O' S, 61 0 ll' ~' [~) 239.17'(M) ~ = 239.74~C) S. 61 0 B' or [(P) 239.42'(P) ARC = 240.00'(P) ~ 20 0 00' 04" W. O.3g Cl_EARW A TER HARBOR WOO) DOO< ?U \.IH;l If I T~ANO J ; LXISTIW1 SABAI ~) AIM ?O' \/1SBIJll TRIANO J () LXI5] N~ :JABAL. p Altl ~\{R 0&' wOO) 000< WOCXJ COO< o Et~j--,- - t@ . VISIBILITY] RIANGU E:XbTINc1 .-'--nhG~) ~JABAL. PAI.M o EXb'l~ ~JAl)AL [) Ai Ivl (Jj!)) \ ',n -. VI' )11)11 .I I 'r I rMN(~l I 11 ox ':f.AWMl c~) (Sr:' '''" \:I) .~. 0.7 lCT}l ':f.AWMl fJ) ~54 o 25' ~'[ o '\ j'" '-./ ':JOlJ v ~ . ......., i {" u " - -- -- /\,,) ~)()l ) :-)()[). \ .... 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S1DENALK ~~ t "- ? coc am __~A 40 ___ - ---- F - ~-- --- 'H -~---- -._____ __m _~ -_~_________~_ -'------ ~ CA 10.-1 BASfIl _,LbD -w .- __----- . u ~/- -- .' ~'-'~=----- /-' l-, is' I'EW 6" TH:X COt\lCltTl W.AU< I' " (-,II II " ,. --- ) ~ ,- ~ ./ '0,,- + NW CQ'\C WAI K .~ -. -( " ~ 1 ./ \ ) L\t--....' , I I ALL EXTE~ SITE LG-ITf\.G WLL CaJ':iISI OF l'DVOUAL A TT AO-ED LG-IT FIXTLRES FCR EACH LNT PLACED 0t\J TH:: B...1.DI'0,,(; WITH NO SPL.LAQ= ONTO ADJACENT SITES f \ I ~ . '- -. SIDEHALK \ "f :. \ " \ , f -\ I I~ I '\ \ \ ~ I ~ ( ,I 1\ -' "- ..-'\ / \ LANDSCAPF.:. TABU: c ~ ~l~~ Cl ~'1'~ ~s. ~ \ \l) ~~~l ~:: ~11.~ ~ !$~) ~ :: ~~~c.l ~ ~~s<s Cf res> --~---~------~~---~----- ------------------- -- ------------ C~lent: HARBORVlrW C1RANDf 5treet: 014 51 uU~fVI~W ~L.VDI f own: Cl,fARW A f~R ~~ACH ------._---- -~- - --- - -- ---- .--- - . ---- --~-~-.- - Contact: Phone # [?UI~fR'5 NUR5~RYJ INC. ?44-044? ~dltor: C. R BUlleR Q1'1 CODE COMMON NAME B01 ANICAL NAME Sllf ~ SF AC..IN<: '< 12 QP WEEN PALM S Y AGRUS ROMANZOFFIANA VIC r 7 HR HASHINGTONIA PAU'1 HASHINGTONIA ROBlhT A 12-lB'OA 7 SY SYLVESTER PALM PHOENlX SYLVESTRUS d CT 2 BP BOTTLE PALM IWOPt-!ORBE LAGENICAULlS b.5IOA 70 SP SABAL PALM SABAL PAU'1ETTO kY CT 10 LP LADY PALM RHAPIS EXCELSA 410A 3 DA DACTiLlFERA PALM PHOENIX DACTYUFERA 11C1 24 L 1 LIGUSTRUM TREES lJGUSTRUM LIX.IDUM 51 X 51 I '1' CAL ;J I, HI HIBISCUS HIBISCUS ROSA SNENSIS 1511 X 1511, 3GAL.,3IOC. I '/Ii IH INDlAN HAvHHORNf Rt-JAP~OLAPIS INDICA 1411 X 1411, 3GAL..,.lOC 42rJ ~) J PARSONI JJNPER JJNIPERU::-J CI-JINENSlS 121 X 1511, 310C MASS f)1 AN I 341 V A V ARIEGA TED ARBORICOLA SCHEFFLER A ARBORICOLA TRlNETTE I~/ X I~/, 3GAl", 310C MA~)S Pl ANT 213 Hr- HHITE FOJNT AIN GRASS PENNSETUM SET ACEUM IBiI X 12", 3GAL, 310C en SG SEA GRAPE COCCALOBA 1511 X IBII, 3GAL,310C 70 XA XANADlJ SELLOUM PHILODENDRON XANADU 12'1 X 1211, 3GAL, 3(JIOC TBD SOD FlDRI1 AM GRASS FLORIT AM t? e5il1ner: R. Br~KO JR. f'lAMI lliG,!.fj :A-INl Ill.. Ml:ASURI:D f'r;OM f-N:>I-fjJ (,"'APr. TO ., lIt Lf'f-t'J~ MAN BOD, (~11f- 11 ANT PlANT HF.K<I,n ::>f-IAl j Sf t"f-A"JGRtlJ Fka1 FNSHCLJ C1RADl:: '1 () '1 He U'f'tl< J1.I>l>J BOD, Of THe PLAN' I'KLM IJN1A<.!iJ (JP. u!:l leL I UN Al3lE BRN1U1ES N 5lQ j A .~ AS TO f'Rf:.SERVl HIt NATGRAl. 01AkAcrE~ Of THf PlANT CGN.JTRILT A 001M SCl. SAlLE/< ARC\W ~L.B BASE AND rn.aj Y-lT1-l 5Gt11 5WEDDED Ft-JE CGNER ON OO~E BE]) SI-lRL8S PlANTED tl ~RCU'S 51Wl BE SEl N CONTNXlS BEDS M SI-JOY.I'J ()\J PLAN PlANTI'J<;. METfW U15TMTt.D ~ APF'L, EGXJ.AU Y TO BAR!:: . RWT STOCK 4 BA(J.ED 4 BLf?l.AP STOCK I i ~ Q.. ,SPEWED SOlI'1XTLJRE FRM..Y C~ACTED TO ELt'tlATE AI< POCKETS AIV PREYt:NT sETTl..El"ENT SET 5HRLB5 5Dt11 ~I-IER THAN 9vRR~ <4RADF. TO TO AU_~ FOR SETTIEMENT Rl::lVv't ~SER, f 'crT ~Uk TO Pl-ANTl'J(, (f APF'~KABIJ) UJMf'AL TW ,Jl,{3c,RN:JI (~)-- '-- / SI-lRUB PLANTING DETAIL T YPK:-AL NS-' ALLATION Pea !l:0< \' p' os ~ t ,,~ -~ ( \ \..J " '~, ~ R~ = 3200' ~ arm = 2fJ7' ARC = 7fJr om=~81 M82 o " o 53' 4g' W. (p) o fJl.' fi" W. (r) EXIS TINe; EASEMENT E.ASEJvENT Ie-OR ELECTRC Sf RVa: N f A Va:< OF Fl CHJA POWFF< CORPORA llaJ. OR EDJK 2025. PAG!: 670 (LOT 2). EASEtvf:NT FeR ELECTRC SERVa: N F'AVOR OF FLOROA F)OWFR CORPORATlQ\J. OR BCCt< 2025. PAGE 675 (LOT 1), EASEtvf:NT N FAVOR OF f- L ORDA F'OWER CCRPeRA TIO\J. OR BC:X:)< 3008. PAGE 469, (LOTS 3, 4 & 5) CClf\OCM\IJv1 MANTEJ\lANCf:. WLL RCU D\..M=>sTER OUl TO ST ACl\G AREA FeR CG.LECTON AN) RETLRN TO TRASI--i RCXJv1 aJ DAY OF CG.LECTDN I' : J f ~ f i, ''',; t, " 5cale: I" .- 2011 Date: 10/11/05 Plan # 5rRIP 5fRlfS f:!'RIN(~ WAII:J< SUP! )11 TO CONTROLLER /'0' VDB JI Y TRW'UL NOZZl~ ~'t- cJ~ c3 -Q,0- ~~~ -Q,4$ [j I~ ~hl~ O.~ 1.6~ CL~_~] 20 4~14 0,70 1,72 27 4d4 056 1,91 1?~5f ~ 4,,1? 0.61 1.94 ------ ----.- - I~ 4x.26 0,89 1.6~ c- : ::n:=~~~ 20 4,,28 LOO 1,72 27 4~28 IJ 1.91 I!7C5f X) 4x.~0 L2l 1,94 ~-----~---- -- ------ I~ 4x.26 0,89 1,6? 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DRIP IRRIGA TON '~ ~./" ~X_____/ L.ON VOLUMf ~ DRIP IRRGATION o " ........ RAIlJS = 3200' , ....... .............. GOO = !fJJr ~ = 26.3"7 OUR = N. 81 Krl o 53' 4CJ' W. ~) o 01 '6" W.~) ~; ~~o:J -"'~, EXISTNG cASEMENT EASEM:NT FOR ELECTRC SER'v'1a: N FAVOR a:- FLORDA POWER CORPORA TON, OR BOOI< 2025. PAGE 670 (LOT 2), [ASDvfNT FOR FLECTRC SERVCr N FAVOR a:- Fl. OR()^ POWFR CORPCf<AION. OR BOOI< 2025. PAGE 675 (LOT 1), E.ASEtvENI N ~ A VOR CF FLCRDA F'OWER CCH"ORA TON. OR ROOK j008, PAGE 469, (lOTS 3,4 & 5) ----- .------./ -- ~- - - -------- ------ ~~~ 'l COCo o.H:l ~ .----. ___ / _____~________n-- __, CAT~ BASN t-.EW 5" THO< CO!\Q<ETE Wt>U< \.---- !~. J f'tW CCN: WPJ. J< \ LON VOLUME DRIP IRJ<IGATION 1. ~r$- ~ I - \ ' \'-- : \ " \ \' r' \ I \ \ . / ., ,- \ \ \ ~ ( _ ,\ 1\..' "-_ /1 .---' - ,'1- '\ > \ ./ \ ) -, 'I \ \'. , I..L- > --" I' \ I ,\ ,,\ t I ., ( \ \ \ -' 1'.......... ) -/ ~ __ ~ \ /" ALL EX Tl:}\1(~ SHE l.IGHi'C WU CC~ I cr N)!VDUAL A TT ACH.:D LG1T FIXTURES FOR EACH UNT PLACED rn ll--E BU...Df\JG WTH N:) SPUAGl O\ITO ADJACENT SITES CONJOtv'NJv1 MANTENAl\Cl WLL RQL DUvPSTER OUT TO ST ACl\K; AKEA FOR COLLECTK)\J Af\O RETlA'J TO TRASH R<X'M Q'\J DAY OF COUECTON c ~ Q14~ II \) ~\. ~~~ ~~~) ~11JjS~) ~ 1l!1C,\ ~~~) ~ ~ )~.P\:'I \!}~ 'O~ d rol) C ~ent: HARBORV~~W LARAND~ Street: ?14 5. uUlfVI~W ~l VDI f own: C~~ARW A fft< BfACH A Sca~e: II ~ - 20" -~-~~ - - ----- ------- Date: 10/11/05 Contact: BUflrR'5 NUR5~RY JNC. Phone # ~44-0440 D esiCiner: fditor: P~an # . ~ / I ,.. 7'X'.' .^. ~v' .^.'-. ~ .~.~/ . .. ...... ..../ ,- - ~.' '. ",." .~'. Y.X / .".' 7' lIA!C'ONY '11) (l'"llI'tJ' ~ ""' UUHHHJ,,,.2 ft." 12'0"..14'0" '_<'"" 110.\II/) jI .. fA .. .x.X../.XY 7" ,-X/..X.X. ..' .' . . .~ ' .' '. STAlKS ~ _____n____ __ [IVIMi \Kt:.A HAI.CO~l' . . 21)'.0' x lo'.(r , 1'18 i-i o "]0 ---I I Ole=; $( ~,.".. iW-.. .> y />X.~ x.~~.x.x/.::'/(X ,lJ\1 ('ON\' 24.0")\ HI'.lr "X ... . '< <.''y~~: . ,<v ./y/, MASlloJ< Bfl[)R(X1M lJU"xIMlt' ~.~ .x:~, x'Y;~<:<> .,~:>;:X.> BAI.CONY '" ? 29.0 I: ., '" ,^ /., ..'/', II\'IMJ .\IH>\ HA1.C'ONY . 29'.0",\ IO'-u' ..X. ~/ <c... '-... ~~. /.^.'.^ .'>.'- MAS U K IHDH-()OM 11' 0" 1: Ill' \Y' ~ 1---: v. '\1'" IN ,nll'lf 11\'INti AKEA I>ININ(, ARL~ . UAL( ONY 21)'. 0' ~ Il~' (1' . ......'/ ~<<..x~..x.~. .~~ 7'. ")~ .'-... MAsn.H. BU>}{ex)M ] )'-0" ... ]/1'-0 .-------, ~ 1_____1 TI"'f I I .- l;I~S~;'; I B~ i-i o 70 ---I I o :~:H' /h ~"rnIT ~ Ie-: rx o II~ ~ -J ~ S~ U KJI<'llb~ LI VING \HP_o\. 11ININ<i ARII.A . HAl CON\- ". ""',_ ", '2lJ' q' 1; 1~' 0" '.><, : : . >: <> .: :-. . 'n. r------~ 00' I _J IIVIMj A.IH.1A M\SnJ< Bi:DKOOM Jj' 0" JI. 18 0 :-- ....W 1 ! W\l}.!' ,CIIJ\U ~ 8 I-i ') t\lllIIU-; "II~ C=:J kJ IiIIlI E g BllJKIXlM Hl [lI'N -' \1'[0 [1 n ," h.,I: ^ [1'.0' , [l.h' 1lJl;;;;f >< '- YX." >:.>'>'.><. ~ .... -< ~~ i;I,~ , [1 ~" lH"IIM, -\H 1'" \ M,o\~n'K RP.OR(K)M 13' U" " IH'O' \ -; I__~ ~-rn~j ~~ W..,II( 11\ I ..,.CliJ'ln ! G h.IIUILf'o . 8 I I .. ~ v "",,,,2] or "".,..,,"'jt17 , o amI II IJ~-; rx lA \1 ~\11M r'J H ~nl or '---f I rtJn"''''-~j rc- ~ I.J~ C=:J ~ JE S~ ~ jU ~ l>IMMJ AH.~\ UlllkOOM ;(2. 12'~(J" 'I 14'-6" .~ -A .,'>, /'v '/ /,,' "'7'0" .... AI ~ ""'"j ",""1 :,~::~:~:~" poL ..f:t.: ." 0 J -.:J 10 /~ .. ~ X. ^ /X,.^ 7: MH '!lAM< 'AI ROOM '.' .,'.,x.'.X,./. 241'.4" TYPICAL UNIT FLOOR PLANS SCALE: 1/16" 1 '-0" TYPICAL UNIT SIZE INTERIOR UNITS 1,814 SQ. FT. LIVING AREA 290 SQ. FT. BALCONY TYPICAL UNIT SIZE END UNITS 2,104 SQ. FT. TOTAL ~'. '.''-. / "l-""." . . . .'!o H4.I('O\Y "llJ'O'.ltl'lf' IIVIN(. MiF.\. M.\~'ILH HEllnO()\l ! \ .0" 1\ IX 0 DIf\,II,,(, "HI:'!' -; I,,,:,, lc[f)~'r -8 I- o /7 o[ >---- 0 :':,~:" ~ IiYil I -;=:-.. . \.... Iiil; ~~ C__J ~ ~S~ ~t... -.. ["l':/.~(:':~~~;l 4';IG~t~., t! " ~p ~ Klll'IIH... StAIRS -- -'-- ..::'.7'..^/.... '. '.. ". ^ ~ ....~_. . '" 1,824 SQ. FT. LIVING AREA 290 SQ. FT. BALCONY 2,114 SQ. FT. TOTAL () ~'n INSIDE OUT GROUP (') '-../' INC. 812 LOUDEN AVENUE DUNEDIN, FLORIDA 34698 (727) 734-3673 ROBERT 1\1. WEIt-.1ER ARCHITECT #2955 ~ Q Z ~ ~ (j CI) ~ ~ ~ ~ ~ , ~ ~ Z > ~ ~ 0 ~ 0 Z 0 0 U CI) ~ ~ ~ ~ ~ Z <J~ ~ > Q t.U ~ -J ~ If) ~ 0 If) 0 Ii c::l ~ ~ p~ Cl t.U f~ ..... ~ > -< CJ:) ~... ~ 0 ~ ~ A.. ,. J ~ 0 ~ U t.U 0::: 0 0 -J ~ A.. ~ lr) U REVISIONS DRA WN BY DATE September 17, 2003 ~. ,... <t , \ \ ~ ] of2 ,// ./ . OPEN OPEN OPEN O? 00 ~ 00 MID- POINT OF ALL ROOFS TOP OF RIDGE , I , MID- POINT OF ALL ROOFS MONIER MADEIRABLEND CLA Y BARREL TILE , o N , o N OPEN OPEN OPEN OPEN OPEN m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m OPEN OPEN SOUTH ELEV A TIO INSIDE OUT 0 GROUP INC. 00 I o ..... 00 , 0 ..... 00 , 0 ..... 00 , 0 0 C:? ..... I io - -e:: -~ ~, ,'( 00 f'>l , 0' 0 ..... 00 , 0 ..... 00 I 0 ..... ~ BASE EL A TION 0 FLOOD E : 11"-0" ..... 812 LOUDEN AVENUE DUNEDIN, FLORIDA 34698 (727) 734-3673 00 I o ..... DECORA TIV}': STUCCO 00 I BANDS 0 PORTER ..... _ .L\lNr - TOCOR 6801-1 00 ALMOND _ I BLOSSOM 8 DECORATIVE 00 ALUMINUM b RAILING ..... COLOR :wHm3= _ ~~NT - Fr:~ - SMOOTH 00 FINISH I PORTER ~ PAINT t:OI:OR 6802-2 LT. APRICXYf 00 I o ..... ROBERT M. WEIMER ARCHITECT #2955 --- --- ~ WEST ELEVATION DECORATIVE CEMENT PLASTER PORTER PAINT COLOR 6804-4 DARK RUSSET ELEV A TION EL: 8'0" AT LOBBY \ ~ \ . Q MID- POINT OF Z ALL ROOFS , ~- , 0 I 0 N N <r: I MONIER I MADEIRABLEND CLA Y BARREL -- TILE ~ 00 00 m m m m m m m I I 0 0 (j ..... ..... -- 00 00 m m m m m m m DECORATIVE I , STUCCO 0 0 BANDS ~ ..... ..... PORTER PAINT m m m m m m m COLOR 00 O? 6801-1 r/) I O. 0 ALMOND ~ ~ .....5' q ..... RI.oSSOM \0 ..... ;; -- ~ V) \0 m m m ~ 00 , 00 m m m m DECORATIVE ~ I N' I Z 0 0\ 0 ALUMINUM > ..... ..... RAILING ~ COLOR ~ WHITE 00 00 m m m m m m m 0 ~ I , 0 0 Q ..... ..... CEMENT Z 0 m m m m m m m PLASTER. 0 ~ 00 SMOOTH I 0 0 FINISH U ..... ..... PORTER PAINT r/} ~ COLOR E-4 0 m m m m m m m 802-2 LT. 00 00 ~ ~ 0:: I I APRICar 0 BASE EL ATlON 0 Z ~ ~ ..... ..... ~DE2 ~ > 0 u.:l - ~ <r: ....J IX OPEN OPEN OPEN OPEN OPEN OPEN OPEN 00 tr) :::J 0 OPEN , OPEN 00 ';> 00 tr) 0 ....J a:l ~ ELEVATI~ DECORATIVE ::r= ~ IX EL: 8'.0" CEMENT u.:l ~ AT LOBB'! PLASTER 0 - UJ G: ~ NOR THELEV A TIO~~~~:= en ~ 0 ....J :::J IX p.. 0 ~ EAST ELEV A TION 0 0:: LlJ 0:: 0 0 ....J ~ p.. ~ '" u REVISIONS MONIER MADEIRABLEND CLA Y BARREL TILE N I ;,. ..... N I ;,. ..... ~ ;,. ..... ~ ;,. ..... DECORATIVE CEMENT PLASTER PORTER PAINT COLOR 6804-4 DARK RUSSET \ DRAWN BY ~ 18'-0" .r ~ 18'-0" .r '" 10'-0" '" POOL BATH ELEVATIONS .r 10'-0" '" ~ 10'-0" '" '" 10'-0" '" '" 10'-0" '" '" 10'-0" '" GENERATOR BUILDING ELEVATIONS . DATE September 17, 2003 EXTERIOR ELEVATIONS SCALE 1/16" 1 '-0"