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PLANS (P&D BOARD SIGN-OFF) .... ~ , .....".,. ,..,..-.,.. ...-.... _~'- ~~ 'lfIiiSII"~~ ,__.~~..a.- . ........ {~..... ~~ ....~~ ~.. ~,,;-.,r"'_-F" ..,.... ..~_ .,. .." t 10 l' .... ..... \-' ~-_. !1-~~ '" "'~ \ '1 \. .r'l: t'.,. ~ .... .. ;; 'f ~ \ '. We ) ~ - 4ft-~.ReIIf'''''~2V __-.;-,....."""""'''''1'W'-.,.- -. .... "'!_"\- """'...,....~"IIf~--,...""Vll-.~ -.l:"~"'~~"""'" I ~ .. I " '\l '" I I t ~. , ~3 "^", ~;y f l- , \ ' \ ~ f I' . 1 ~ \ f$ .. "I 1 II 1 i '. ~~ J -. Jz I , " ~ >;: 1 . ^"". ,~ ll' - , t " , ~ .. , f, ,~ ..' " f 1 J " l' ~.. ~ . J&: " ~ 1 I , \ >1 ;. ,~ ! ill '- "" '" )~ ... f -... . z' .. '" J < " , l ~ r I> ,. 4 '" f "" ' "' . , l' ... (I "t~ . I <.. i.' /' .J< .. ',> ,01' , '\> '1 ~} ~ .,. I 'f } ~t ~ , , ... .. ~ " 'Ii '" " .,. ~ '" " ~ I . 4" "- tit ~ J. ~ .. , ..." . ~ ~ '" ' J~ > , , ~ " . ! ~.... .,. J ~ ~ '1t lIl''' ~ . , i" , " , 'll' I if .. . ' . . " , , - .. .( ,... ~ '" ~, BRUNING 40-21 50565 2 ., ~ ~ t'" ... '" '. , :r:= ~e>-(-"LT~~(;:\4~ -~~~\1 :~t~-L_)t ~4)~~ :"-:: , '*\f: '" .. jk, \ , i' , t "I .$\ r~ J > , .1\' "t 'I. " , ~ 't , . , t! ,\ ., \ ~fI' .... - .., ~ ~ ~'"" 11 ~ r ..,,~ .... .,;..... -: yO. _ ~....., J-;'- . j, ~ J : ol1' ",.. '...,J' ..',,'" ~#, ..;..~ ',1'" ~T....,'/ / J .e, ;. ^~. ", : -/j'r-.::-~~~~ ~~-.rZT'~i\"-}; ~ -: ,u..~.. //':~ ~~~..."'''') ~- ~ cr: f \..- If l......O"..., .."'" .... ~ ~..... " ~ _ _,......, _ -t"...",.,. ~_"" ..,. ~ i ' ----....- .,. i..___ L::z:..l f ~'Y "... -. ). "\'''', j.i- ~ ~- ..... ~~~~~41Z:11-~,n ~.Z~..:.:;~. .....---=::-:.:.... ~ .-:- :-;. +~r 111 ~-:--fr!'" J.)' ~', ,'il:~ _,'C~-"" ~ - , 'I . ,'rl T ' "7;;..,-- ,.- ("- \f\-~~~ J "~/": .~ ~ ,9)' ,>,\ j ',~.( 6sJzyJ~ ~~Ut~~ I ~~..e.a:' 2.'- \ ~ l~] ~- -i'J 6 ~.'''- -~~~ .1 i!~ ~t/ ~ I~~ . . .' --....:=t- ' . ==F- ", -." ~ .'~-- f"2\t ~ ,'" 'V", -I "{ J. ~ .~. ~ -cr ,}.... " \, ' .' ' ., ~ ~A.._~~d.- ~!!A~':'-?2~~L ~l~ i ~. ': · r.. · 'j : (6: ~" ~ :., ( ~> ~@"" _ .'4.' ;E~:~:,~~~;J~~J~':;:::; ,', .: ~r:::. --~~~- :~ .:._~~: .-t\~t~rlr ~, D: .t,~.'r i ~ n-r~ ~.,.~ r.2~Jt'5iOIl'?""" --;-- r-:::.. - - -- ~ -~ --- . --- L).)J .. ~ j I ( 1'~,J"'l \ 11 I ~ i (1 " -Jd\LL.~~-;-~~~~ ~:'\ ," ~""'.....~~. ~ --~--"q- . ' ~ '-C ' '1..f... ~~ ~.~ '1 1J?.I l f: 7". 1 't .. ... '( ~ j , " ~~ ~~ ptZ:~Vu;~~~.;,~:"_ @~ ~ ;', '. :~. , , ';' ': '! f~, ", n ~~tl'tfl' . 1 f,") ') r "" / ~'~ ~_~ ~~_~~ " /...,. '..:::' · ~. ~ ~JLOf;:."~~ 1. I : lil~,'c~::~,: ;'. . " V~ ,1 ~ ,!t I I' I ....., , · " . I~') .... l' '@ ~ ~, ~ , ' r I, (;j ._~1 I~ ". ~t, # I IA h r ~ ~ I- , , , I .t< s , ~ r' . . ;) ,,* .. .. , ... ""'\ " ....J ~ , J< ... Pl '~ .,.. " I\. -~:U~TIOhl .. 1 r . ' ) .. }. .' f'.! .J lItt . . . . .>, t>, > , :~~ 1l- <vir ~ "1 ,. ~ "" > '\ -.. · ~ ~ ...... lI' y.' ~ --~~~ ~1~t.@:~5 ~~.............,... r ~-."......--- ....~-~ ~ -I .. t, rt""ll f ~ "'- l ~ "'t S:;. , . ~ ~ ~ '>"fI.iIr I ~ -1 "'..~ f ' .. 'l; l i 10l ( \. 4~ -- ~ l\, ~ , ,., ! f ~t , ) ""~ ! , ..,.f? ..... --- t'" . :) ~ ~ 'r .. I' ~ t ""- ,,, '" ):, :t \ j r I "'~ w <\ ":." '\ , I . . j," .,. .,.~ ., , · . A r~ ... '" J' ~ ; ,',', L ~. 11*,' · ,. " , .. PREll MI RY ECHNICAI.. C MIITEE' ,~ OR sir PREVIEW ~ Date 5-{-~v~zcrfDr1t Date ~ I - ~ --- ~ Date 3// J~:S:~){ " / ~ r~~ ~ Date 1/rlr e1eu...'f O 3.-I-?3" ate A Date ~-J -~ ~ ---- (\ \ D~ t -z / ( I g ~ SlAB J /01(~)(o a e---L..L_ -'< Date /-,-J'9 ' ; f Date't?ti, /. ~~ !?ate 3~ -~',,..t..,o.,, ert'~ \~ , APPROVBD 1* 'P~~~ ~... ~ A I"?fjf-" Data . I ,t , .. i' ... ....... ..../ cV t;a ' ~"'~~ ~ .A !]I (?) t~' .~{ \\ J?'" - r;."" ~~ i9'1< .... /7~!~~ T "V Y;J'V ~ ..... ( )- <l ~ . , I T ,~ F .., "~ Bldg. Dept - Fire Dept iT" .. 1; Eng. Dept ..... Utll Dept. Pollee Dept · r ~ .. '" f'-P. W Dept . H} 'I C PI I'ty anner " . , .. Rec Dit . - '. ( ,.: CIty Mgr. I ~ ~ forester ~9 ~'\;~ @" 1_ Ltr~ ~ .-~ ' ~ -.. ,,> ..- ~ (. < r ^'- { " " >- '. '" ;, , ., ,~ ~ l , -t< .,- ., ~ ~ , ; ;t " -( ) ... ~ 1- f ~. ,< .., ". t >> Jo. _ A.~ <.. '\ ~ 1:~J@J · ""V-~ @ ~f. .. .. ... ~ ~~ I ~~O , >l. < \ .. .. """ \J\ .' It ... .. - - , + ~ i -.,.4 ./ \ . . '" -.-"t-....., " s ....... "- -.. ... .. " J! ) II ) ~~~rt1. 1 ~ (.ri.~~'" , ; ~ ~ _ ,,' . @ "~Fill:",, ":' ~ p V) J ~.. _11)~~' , ~,; .t~) t "J J@' , ~ .~, i@1~.".J,) ';' ^" ~ ~.", _ A.......""lIt. ~ __ ~ -.... _ .~ \ ~ \ ~A ~ A-, --- --.,r ~ ~'i: "':. -::-~____ -"""'r:::' .JJ' r \t57 Itfal' 0 t "c:---- ~ ~~ ,~. ~~ \f. ",__\.., "- . - _______ _~ . ':. ~: i. _~, f --1 J 't -. t .......... ~~--............._ _............-...-.~_I... IT 0 .....: J1~ . ~ l' ...... i_ ,:. " ~ '" '" . -if f;,_ \. " .... 'f! >If '" - ... ",' '" ~-" + ~. "'"- ~@~~ ~~~~ ~,.. _~J. .i l ~@/ , "'v t ~ ~f J f ~ J ~.. \ . . ~r ./~ " , , ,/ to... ~ , I {}{} .. t __ ~ ~ J ~ - .- \, .. ~ ~ ~ ,..... 1- ~.: .aJ uz:. ~~l'-l y . 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" ,,; , ~" e. -~~ ~~i,-~~';!~~'~~&~ - \ -, .~ i_::~~~ ~ ,,/ Uf '. ~~.Je ~ '.. .rJ -: . · .., I ,I i" ~ ct ~~1.!~_cJJZ~~~~~ ~ ~ ~ .,-.... ....... - (~a!)lJr.:.-i ~- ~ ~~ '\ 1ft ~ ~<:'.. ^ " t,) " ~~lJT ~~l~th ~~~_C2:UfCL~ LG? ~--~~--~J~ .t_P~~~~..._4e~;:_-,-:.. ~ ~~_M~lL~_~ ~ W~_~_Ot~~_J.!9~1U-:~~\J~P~JAl~~~~\~~ ' 't !. .ot ' -M.~ )J\J~ t ~C'a'aot~ re> At?t'l7 Or Kl1n~ t1OJ1a, OJt:f!.~~: ?oll~72::E:_ c;~ ~l:l.O-.rQ: ~rS~~ ~-.-~ ~ ~ r -r--------- ...--- ---- -- -~- - -- ~-.f"~~---~~ 1 ___ L _ "'. r 41~""'''",r,.....'-'' ..... ~_~___ ~_...""",.............-........___.....____~_.~....,.~ \ ..,. =Woc~n~~~E~~ ~~ LVHa.t-~" ~~er~ ~~u::_~~~~gh~~~i., . 1 < "l;' ,,,- \ ,( f.A}Jtn~^~ ~~v?__ G~_~, _~ ~~~~r~!"A~-::!~4_~-rtOtJ_~_ ~IJ~t~ 'uAl.UJ6.~' .,'~ ~ !l< -, .'\Jo"1~ ~ ~ 1 ,.~ ~.. / ... '> "'if, ~Lt2eq~~~~ ~~~__~~ ~~t\fE~"r",:~F_tet ~~~ ~ j; ~Tu.:tl~S! E!f-~~~M~.. _~~,~;"~n.:iTl~~T~f --z~~ ~ ~ ~ < f ~~-~~~ - --- -~__~_~ A-A~4*l1' ~: ~-~~. ~ ..,. ~-n~)' A-1: "A~\q,:~,.-- ,\~ . ../ ~ .....-.....~ .,. r!) -,:: ~@- ot ~ )...r , , .\. ~J '\- y ,,~ t t .... '{ I I " ( "(I .. , ... - --'I'l!""j".,. --..!oo-............~ ......... - -.... - ..,.~...-- ~ " ^ ,vi M.....-"'~'r "l< < , ~ ",' I , " - "I- -.... ~ ~l , ..."""'......... ..... ""'"~ f ' ~~--. 1'j , " , 0-\-4 (~ ~ b , , ,', i .. . \ " i \ ,\ \ ./ .... ~ .,. '" I ~ ,~ .. , " '11..,.. '" J ...." ..41 ~ ~ ...4 ~ ,", I 1l' t '\' -:J, ~ ~ ". ;.,. 11' .,1 l' '!A 't '" l' :t .. , \. ;!' ~ , ~ , t 1't ~l " , " r' .. /11 it l(' '!t . '" f '" "t ... (" . .. . " >>1 ,,, 4.'1' 'Y it * 1,f .. ~ , .#0 "\ >I " ~I t 1; -. tt; I or t{ 1. ",. , ~ '" ~ :.t ,~ c . , \ ->- ~... < ~Jt< -, , . ,}. ..~ \ " t ~ ~J l 1 )r l,-< . J : ~ ~ , "- s 1 ~ I ' 1~ t "" ~ -... ..", ARCHrrECT IS NOT RESPONSI.... PeR ANY WORK ANO/OfIl ,. -----.,.... ~- MAT'IJIMLS FURNISHED tfI' JOB IS NOT SUIL.T UNDER HIS F'ER8ONAL .1llI ... _....___~.. ......__......_ __ .............___ .....---...___ IlUPERVISION ALL OIMENStONS MUST BE VERIF1ED ON JOB ~ ,', ~ - - -- I ..._~".'" '~...-1&t.................. ~r.. - ~ * r~-,;"'" ...... .... ....A.........~"..""f..,. fE~~:~ ~~~~~~ SHlq, , [~11 l t .. .... - Al.A. POBOX '000 ;'-If"""""" b,Jl _... .. 1 r BOYNTON BEACH. FLORIDA A-" .I'l..............~__.. J ~ * l' I, .~ , , $.... / > k ~~ ~ '. " , '" , 1 , I .. ~.." , '" -. ~ , "'t*' ~( -'eo. . ~ l' ,&; .. 110 g " . .) -t .P- 'I- .. -~ ~ ~_""""__'..il _oM: -~ ___-..;........---...___~~...... ~.....~ .....................- ..aL....---'-... -'" _...01: I. fi,!5- r; _ ....L..,.. '_"<....I .,J '-" . ~ ~ '" -b- ...... .. ..... ~ - ~~~:J ~ , \ r 10 'i ; ;., , "" ~^ ... \ ...\ , \t ..... ~ ,... " ~ ,~ ~w ~~ ~ .... ~~, t .. ~ " .. '''- ~ "'....., ... , t ) BRUNING 40-21 5Q565.2 . , l \ ... .' . .. , l' ~~ " " i" " " " .. ,~ ~ , , '" .. , " '" . , " .( " , .. ... " }. . ~ , .. --~..... 'p ~ oQ ... Ii . 11 " .. ~ . .. ...- fIi J~ r ~ 1V f I i I to ~ ! ;J ~ 3 ~, '" ....... --.-J. < '" ~ 1 ;' .......~~................ ~ ... ~~"'-f~".~ -~7!!l. ~ !JI'''' .. ~ tp;a. \ .L"t~""""P ..... 'lb"" -,"" 'klll\".....- '" v '" w - - --------- - - - -=-=- -= :::: --=- -=- ~ ---- -...-, .........-. --- ~----- V j..r.- . ,. ......... --- -", 1 I I i: j ~ ot- "'P; 7i1 --r . v > we. . ~ ~ - '-'I......,... -....,. ~'I"~ ,... "'"'Ji("- ......~ , .; ...,;; -=-;:r tI<"'~,~,", f,"'-.. ',' ~ -I] ~" '1;: ',;1 ......'JII"P"'\IilV.t: ( ....- ""1t- ... .,....,.... -..~-.....".. ~'f\I-i" .. -"""- It- ... -... ''It .... " iF ~ ,( ., .I ~l .. - --- - - - - -==-- -=- == -==- - --, c::--- - - ---=- -=- ===- - ------ -- ""---- / ( I I ~ ) ~ ~ I I l I \ ./ .. \. - -...-' .. '....- , c;' t _ _ ~ -:::=. -=---=.) ~ L: --:'~1.....~~~tlllllM"1~~~~~ , r ~f",-; ~.i } i I ~ _ ," f ~ d ~ If J 'I 4 I -- ~lf UlJE.. 1:2.1:2- ", l , j < , .. ..., .. "' ...... It $ 1 ~ J~O' ~tJ'-ON ~ ~r If t ~ ~ /5\ ~~ ~/~ l~" It:iO · . - ---- ----- ..........~ - ------- -- c .:::. -.l.. _ _ ----... -- ----- -- /:. \ 1,/\ \ l; I \~I '::1 @ !~l ~I f 1 I \,-_ ~..... . =-I?~-JM~~~: --: ~~~T~L rt:?k=1A ,t:vt)tE..v~_ - --- -- -.. --- -- ""'- --- u,. -.1l .4L''':'' ".- ... . life:> JJWfJ" I l. ! .. ~, Ii ( ~~..... -, ., ~ / I ....1 '" -:/ ---' .. \. " ........ A-..- - --..-....r- ......-....... / ." -~ ~ ~_ ,.;.J ~ ~_~......... ____. --:-- -...--:a. .-.. ----..-. .............. - --- ~j \ ' ~ "'"7 ~ -,4 ~........~:~ .:.:.;...~ ~:; ~.i::j'" - - -c:" ..;::; - ~ .,... 1 ( t ~ , '- , ' -. (.; _-=--_--::1 I 190' I. ... .. ' , --~ '~fw ~~ ; f 1 f ~o/"" jr "( " ~ ! - ee&.aA: l.O~L -.... , ':I... - - . ~ G9 -~ 1']~ ~ -1 "" ~-l ... -..1.~ -... . ....- ...... , ,~ ... ,'l- " " " FJ~vJl ~ ~~~_~ \. ~-.. ~ 190 'U:D 1/iD t ~ t I , -~~-~~.~.- .eo:.. #eo I- -- - - . ~'1h1"\.~-"'- .............,. ~ -- ................. ...,.. r~"T~.l."""~_ to.. ~~ -.;-.p-_ - "-.-- ~ -~.....,,,,,.......~~ ~- -- ". . <. <' " -- -r~-t?i?MNDJ1L-~ ~~_-L>P..:caua~~_~k1U_.,~ t2~O,~~~Jl2'~ q~A~~ MCHn'U:1' . NOr ...-oNS~ flat N<< WCRK AHD/Oft MATIRIAL.S PUANlSHED . ~ . NOr aJlLT UNDIIt H. fII!R8ONAL 8UNRVISIOH-ALL DIMENSIONS MUST _ VERF1ED ON JO& . It. O. BOX 1000 ... BOYNTON BEACH. Jl'LORIDA , y ~~ , , ~ " 'y J' i'"~ r ,;;r :: ... 4- I' .. .."-r ~ j , ~ .. (' /; ~ t , - ...- - ~~~::- ":.:~. '~[.iC 1Jtf~~- -- ~ ~tR~ tti:o~~ - ~ ~,~,. .' ".," " ~~tilB6 ~~~~~~~f?~ ~.~ /GEORGI C. DAVIS -- A.tA. r ARCHITECT '~-." ,- Co TDtSBIER. R. DESIGNE& - ~ I.-' J , I' " '<< 'If,~7 '. ~~"-L r:Ji"....".,~;o" f k.'" " " :; hI '" , ~ , / "', / "" r.. \ J. ~ ) ~~ ~ ";..ff '\ I ; ,/ t.. ~(I. _ ~ 1..5: _f_-..~ :;_.... ~ _~...-...- -.....~"""") .t::......1'" J -" , ~, .. , '>- < 1f ( .J:. 4 I" \:Jl~(, ~ 't\;! ,s f ". I ~ '" ~ tfJ t <{ -r .it<r ~ "'\~ '4;,' t" ~~ -t' ..f")l'~ .-. !--:___~:.-~~.....'-- L.t-....~~....-'l4 &<<lJ~~ " " - t p' ;> "" .,. t, rJ ~ , ,- .. , " I 'if <( . ,~ , > ~* . ~ I. , 1;.1 ~ ,if i, \! . '" ~ :),~ )1 ,It ", '" 1'1\ ~ , ,.q ~~ .~~ j'~ ~ ,,1 ~ { ~ . J . , ~ '" ,~ ~, I iC. 1 \. !:' , ."'" if' ~ " ~" , " 'J .~ '-.,I ~..1 J ' , \ 1 > ,,"II , \ , \~ . ~, '1 ~ ~1'.)l' ~ ;j~, ~.~ ~ .. ~ ~ 'V..J *~ -or' ~ .;" 4 '" , )< , " 1 ?;~ .. ,. " r", I .. r"J .) J,-'f,\", ~ ! ~ ~ ~ Ii ,'it 4 '1 {t ~<- " , 1 st ",'l\. "'kr ...;. ~1 "'?~ I ~ '1', '" ~ .~~ - ,~ r~ , 1;'* 'If'/< >t ,,.,,,,,~ ~,~ ~ or! > ~11l! .. J- ^ \ f " .c: y, " ,r - " .. ... ~ ,.. , \ r ~ I I ~ , t ~ I I It \ , \ ~ I t t I l I l f, f I I " , I: I ~ l~ ~l-~. I , l , I I i I I , I ~ . . -_.-11..-0.....- ---. - ... ~.:t.- +- _...-- ..--=:- ~ ___ BOX '000 ~~ ~ (':r BOYNTON BEACH. r' ,. - P'a,.OAIOA :to, . 'f 1 .j; .., . !J \- '- . . << .. ... - . y.> .."... ~ ., "t .... .JI -t~""",l }\: .J."-,~~....>",-,, .,. -fI" 'iy -~'I' ,J. ",,'" of ~ C. )',} IV' .$10 N 4U. ..... - -.." \ . ; .. 'f' i. .A ~} , ","''1040. .... . " 1- I '" f * ~ I . -,LeG,~~ ~~'::;:nr-'~u: I' ~ ';; I ..1 1 ~J J:r (T 1"l!I rt 1Jf1r'1 - I "tIU ~ 1 ~ .. to. .I ~. , . ,,' _, - J~ . .. 1, .,>># ~ llI!!t.a. 6/'Ot:>L .A~'C' ."", ~ '~ ~ ,., _. .._ , "'ron~ \II'.&- 4 ,.,{!;, J!ri ~..... .....,... ""'I,;f 't.ol,,,, ",i -..., $ 1 ~ ""~. "-1 .. J,;.,r l- " __ ~ "" '^ ; r '"' J ,. t ~ 'r t ..., '" \.'" ~_ s.. '" ~ ~i... ,Lota "2 ..nd ~ le.. :tt. lorth ten U!O ') ,..t 'and 114d1tlonal ~~-9S Il1cht bt Way'. in Ollie.l "cord JoQk 4163.' ~c>ele 1'961 .nd Oftieral hcord 'ook aU~If. ~ 1M.. lD' .ana -{-ot 29. ~ _net "~he I 1f.aat one-half -(1/a> .ot ""ot .... lilG>>Gk a. J.AK11fIYNTON ISTATIS. : :tt.AT ... accordJ.nc to the Plat /1:.b.reof f'e.corded J,n "Plat Soo~ ~3, ~ ~ce :a2. of _he 'ublic Jecorda t)f 'ala .each County, I .lo.....d. 1'~ ", ; t .... ''l' " 1,( fJ . .. ~ .. ~ ".. -. ~ ,\. ' , ,~ ,~ ~ . ~ ~ - *, ( '<."" r.~ \ -,,," ~, .. ... ) i ' < '-l ) ~ i tift ! ".,....... J '* #' .. < ~ I ~ ,'" ,"'~ ~ .. ,'\ ~ ~.. ~ t, '. ,,~ "" ~J;i- ,. t .>t1 IW ....- r ,::, )t ~... i, 'L, )t('. ~l ~ r"'" I/o J .. '" '1i1' .c~ .t .,. t r .,~ 'f!' "I ~, ,,~ \-'PARCEL twO: :'. Ji ,J ~ l" 1. ~ ~,' f' ~ ...~... .,.,..~, ;/'.~~ ~ ~L~~ ,,; ~~ ~~ ";.t ~;'::Mlt "(si2) oi~4.(jt "~t>w~~.io;k., .~~{f JOYHTOH ~TATIS. "'UT "J. Ju~cor~1", f,o .the ".(flat therot\~ A'eCoJ'ded ,.n 'Put tloqk .3. ..... h. '"'fit \he ftub~1c I.cords of 1 Pala Beacb CQUnty. -Ilorlda" : , ~iI-'" " ) I ' ~. /... 1 ' i 1 ." ~ \.-t1".l< l ~ ,J 14 ....( If...., ~ ;. ,. :;. ~ -f'l \ ~~; P'I"" (t '( \ t4' .: . ... ~ -11.*,... -10 , * . .. ~ ~ '~j 1 , l' ... "\ $..." J 't.: ~I ~ I ~,~ ~_ ' ~..... lit-' \ J ~ll- ~ '" \...; 4 if ..:I \ -' t ~ .I.... "l"" ,,'C- ~7} "1"'" 1- f'{ <t ~ "r , t... 1-cA ~ rw- ~~ 1\.\0 ee~ Containina. tot_1 bf' ..'131 l".r_. n JJ ~ " I J AACHrrECT . NOT ~18L.E PeA ANY wa.K AND/or.. MATmtIALS flUfItNt8H!O or JOII . NOT IUtLT UNClJt HIS ~AL IUtIOtVlelON-AU. OtMEP*ONS MUST 8E ~ ON JOII ~t.:: .. .~ ,.., ...( '{ ,..... , ~ - ~y .., .tt 4- } fI;I .. 1, ~C;> '( \-..1 :T.::'> t-.I ~:::!:! .~.:; ~ E..)(\-s..\ b.-sP~~"\G. ~ hl~ ~"'"i~ -4 "1Q M ~ 1- wh.. "T~\i &u..~ ~~~ ",,; .., 'l~ ~~ ~ ~ ' ~ \9 - - __ -, ( , ... \).l~\.1- E",E.~!i;..ur ~~ 10 . .. I .1 ;-, ~ I - MA~~~~ ~\ S~I.<(,.r ~~C\l~ ;'('\":iol\~ \0 W~l::C. Wlb..i~, ___ \~~ ........... __ 11 .--..-. ~ _ _ t:::O~~~1 ~ G\4iol \J ~ p · I J:.... 't4/)C;'0'" 1~\J(1 ~~~ ~, < ";"" · \ c:/ ~"Z'" -rv.;,. ~ .\~""U;'&;b.~V..~1 ~ ,Q48'~"e: I \t \ ~. ., " LI... Co)j W\l;..a. ~\lJ(~ - ~!. }. (!?i&O? C ~'$ ~a~ ' ""h .. 2~ fAVG ~~~ / c::::Jc::" 6:-\lc:: ~ ~ ~ < & /. .. 1"::> _ c= ...," .. 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''UM..~ I ~c<L.~ \~TO ~\47I \ I '_~t...\aJ t:;.~ ~ 0. ~H.lt:-\ ~~ 1 ~ -: I 2:3 - , "OE..t ~o.)c: ~u..WA.."( " . -- t ~-r-lf_~ ~ J;X,j", ~~"~"-' ' I t() . _ " ." 0_' · ~jo::\,nAb.~ \~ ~~ ~~\"" ~. 'E~I{>>E.~\JJ'1 ~~>>' ""'62'\) ~ cso ~ ~~" ~ j\j_p~O~ ~a.>\> ~\"- ~ ae~ ~~I~'1Wl ..:::NEie: ~ E -4t C~I~l..1.... ~1' ~ t;t ~ ~ -.. EUb.! :#, \6 Co4e> ~ .. ... - . I I r ~~~"'f ~ ~~~E. , I 'f .. --- --'" OP , '.. "., .. ",(10._, .~ ~ .......,. <..... .... , . - ~ .')(.\'-"T... \.;GQ.~ Wb.\e~ ~\'" , l .-.. _____ _ /' ~ --~ -'*$ \\...) I,..\- ~'\IE.~e.U\~Nq; U E''l<\'=-1 e -r~ll.."Tl:u. ~ Mae.f E.~\"';).,. ~ w. 1 ~ ~li ~1.1 1v\'~ J> "';;)...).,\\1'"f:ao."Y ~\tjf;.e ""'6~\A ~ C\j~ves. - - -- --' ~ ~tJt a --zcCJ9 e:.,H hJ\!' 1 -~ ----- -- - - - ----- ---- --- - -- -- --- ~~ --- . ; /' .~.,......--..._- ..........-~ ..... ....." t I i E~~~ ~ ' -- -...... '"' J ,.. 1 \..::>C: b-.1\ c:::>~ CATOR ENGINEERING SERVICES 't <P 0 BOX 3676 BOYNTON BEACH~ FL 33424 ~ (30S)-73o-7~47 ~ . -r;::c. ~~ < ) - ~ 'IJ.~ , ' - ' '" - '..( . ~ , ~ " \ \\ . ' t . \. ~" I' . MOMIfOC.A ~ I ~ ,~ - -~~ ~. I ~b.,~J - ~1.-1 .~ ~,.~,,~ 8"1( 'R~fQ.~",\ ' "5~1!f --5~1 ~? ~ . ~~ , , ..~ , ,. ~T~ ~C.h..LE . . PL ~ \J ~ ~. J I ,". 20' ,. GEORGE c. DAVIS - AlA. < AltCHITEcr r Y1WAM C. fDtSBIEl, J1l , ',DESIGNER' i 4' 'f"....v" l' .. -. .. to, 1'" lit .. iI! .. ~:f i 1""'" ....... ~ - r - ... ~- ~ l' ~.\ ./'" t. .,.. ~. .. I< 14 4I'flaw CClntoul " ~ ' '" ,\ti' . ",1, J,. f '; -{'" b .. J. I'll ~ ...,. t~ 'J'. ~~ _'\ ;,. 4. I,.. .... A:r { ~ ~.:II """ /. ,~. - -- .~. 'x1atl~ C~ntQUr. ,'".' ""j,,~ ',/ ..~ ':;"''''' \... f ~ j .t ~ 1t ~~..a . t. 1 '*' 'l4' 0/ t'. Jj{ 'x1at.lna ~l.y.tion" }~ '-:';;:,,,~ ., r! 11 ~ , . '\ ' O ~ ~ 1l... . · J, ~ \ ~1f · fd "'l'2po.ed 'levat!()I1 ~, .;; , ., t.,. ^' ~ ~ f l"" ~ <f{A<i t 1>'11 fj: .I..::>' v" ,.......' T ,.., ~, .. .) {MCraina8e M.t'QW : t ! '" :'...~ "'i4.~ r~ ~ .~, .t ~...;, .(l '" :lI H,li I ..~ .,. t .s 't f 11 lk.r~~ 7f.~'1 f~' JIew "~nb!~ltio ..vement ,w' ....... · '" '~~~ ~ '" · ~ I .. >~, -;> _ .\ <t!'- ~ 'It i ...-.. ir "- \". : ;.} (:' H ii, hw , norate '\J '....",;-' 5 ftJ \' (I" f 1 ) , f~ ,.""" 1 .. <;1 ~,^"11. .;;:. · ," ~ " J j ~,.. ,~l ~ - -- - -'. Pr~"'r "~ne { 1 r. ",.,.,I" ,,'r. ~:~ t A ~ v ~ *' if ". Ii,' ,,' .,..' i"' ... ., l,($J , r.. ,~~i~.p ~.rk~, -i '.<. '1' :~, 4 -~ i ,11 IX1.tl~ Overhead 'ower ,,~~r..l~~~ r~ ". ... ~ '" <-. ~ '\I ~ '", ~ ~ "'$"" , , ,t oj'- - t ~'tl",("" .;: -- - - - t \ 4xl.tlA1 aani ur7 lewer .... '" tc ~, ',~ ~, 1 "" ~'\ ~ :>':1t. ~ ", <,.l-s .., '" ... '. ",<! .; .. !f " t,/~ ~)Cl.'tina PQwor Role "'..,r';{ ,,,' .!It:.,~ '" ~ ~ ~ ~ \& ,;,,,," { .... .,.J ~ }HI"/;.,.; .... ~ >>J} ~ ,4 ~ l"~ IKi.t~~ Und.;arou~<J ... ..'1..1 ~, ~.f' I",t. ::: ~ ~.." ~ ll'$'-<;~ ~ .\ -.. Pl'opo.ed Water Jterv1C?... 1fj;~"';; ,l.' '" ~ "" ~.,1 ,~ Ii' 1 ~ "" ~ ~ 4 '" \ l ) --- Propoaed $an1tery eewer '" \ ,. - .' ~ ..- :::Sr'l1 "l ~t:'!!'" ~a " IttEET 4/~ ~ .....;)--4.4/ .t:..l. ....,.. ..;1 ...... ~ , ~~~ -., ~_t ""-- k .... I :) -- +1-- -Jf""'-'" . < 9ft ~ Ll: ~I D1. .. - ..... ~ h .."1 ~ ~ .~ I r " ~ 4 , . ~ .. ." .. , ~ ;; ~ .. ... ~ ~ l , , ~ 2_ i' ~ ,J tlJ ..\11 ~ it :~ . ~I I j ti .- ..... .. ~'-I.C ~c::ie.. " .. ~ h lo \ , ;; ~ ... .11 . ,.. . ~ > " ... , f . BRUNING 40-2 50565 2 ....... ~""-e:.ec 'R..:a ~:t'< ~ ~.:j\J.,..c>~.r~~ F~ ~::=-~-- - , '- J-- ... ..,~ , I / / / BRU~ING 40-21 50565 2 -- -.- S~\-.lDb..~C> t=E..~ ~\~V, ~Th..-L'- \ \-\~WO\ch...~ >€r:::> ~~ ~\Ucf-, 6~L,- \ / "-!o,__ ~\.l~'- ....10\,,-\,...;:.. ....s H ~\.-'- 13E: \\..\'b~\-Le.O ~ \cC)'-O "0 G. . ~ <::;pll. .... I .. ~....-o ~ \J \4GE-..h",\c><;::> :: lfl 4s0 "2 - *"3 t:=5~a>b.~ S\~ " \...ow ~ ~ , - ~I - ca- rl~"J~w\e:.\l1 ~Q I ~U) z!6 - ~..~ I I ?-o '2 \-\O.....e..;,. ~ ~ ....4 ---I -e;~~- rz' V~"^ ~~\.4 S"-1C> 1n ~4 ~fZ"'" \ 2' \-~ Cz) E-M.;a. \t..1 "Rv~G.\.1T ~U~~b~ ~ g' " -c::> \2'-0" ~wc>\ct:...~sc:> ~ ~~ \ "-'t \ .:::S\~ \..j \ ~ _~YP\ch\_: _ \~~~\ l-.ltt\ -==- 0~\..-\- """DE-~\'- ~h.\....E'" \ ".... \0\-6 C::c:>~t:S~ ~\.\E'\:\- ~OP ~Th\L ~c:> ~LE. u rz" e ::TY~\~~L Cu~ ~o ~~C~E~€-. ~\\- :::x::.h..LQ .. .- -;? .. ""2 ~~ ~ / / //' \ 1\ ~~b..-T e; C:C;' GO\JG:.. -S..... LJ"!.> 'WI Lo 'tL G::> \9'\0 \~\~j F'" ?11~c:-:;C {V~ ']I '" /Ex\?-rltJ'\~c .-. ~MQA.::~C> L\~ / /E)(.\~1'tJ'l~~ c6Y~,- , ~ -,( \y:?~~pTQ.?\..E:C> -b\~\ ~\JC~~ 6)~. \ c:G\k. ~e> ~ ~~",. -~ .." .:::--~~ .. ,. 4- _-r ---- c-.... -~ Mb.y. ~Y'E. {\ Z ~\ \ ~.-'Ue.61c:{'1..~ M\o.-4- ~E ?C'>..\r: 6~'N~-~ ~"'14u.. T~~ w/----- ~\~ l-kT1\- ~~ hJ lb.'f(I;;e., \JoT ~ - C> ~6=C:T~~~, '0 '6cb\..o;; \ - -z:: ~ ~E:~'?~1If>~ : C>F ~VE-M~;r ~1-=. ~~"">F .. \,lo~e ~b...~\ \/\s0 ~h.J\r~\c~p ~A.\-I\P ~E \-". z' \2" 'S~~' II "- I Q..."':::>9I.LbLT ~ ~. y. \ V'Z~ ~ -i::.~ Ja..'='-> ~\~ / ~ ~\D"""C:<\Ur \ \ // ./"'" ~ C:' ~ - / / ~ /' ('.pll ~~D (0" I 16 ~ cJ-'; C..,,\(' L \ c.c, y G:;J c.: lIe:: \IJ \f'J t;::"" '-4~<c;: \ \O~ --- -------- -~- ~ \Z~ c::t'"'&..~ ,/ <-1~ c>E: -~ '''---- <:::a~ 6>.K ~\...A.~ ~/ &..,. ~ \t.ylC.> \)oj' tJ t=" ~O~..)r:'v Si'E ~P\-4- tJb. ( ~b..\'- . - I> ~~- ~C~..~" \"e Z SE:G\}C>~~ .... --.c- b.l..~ - \ .., Z :::. ---~ t PT~1~ae' d'l~:l.tJOns 1 ~otal Lot Area · Q5311 _q Tt.. .18~1 ac ij 1 'Hour - 5 Year Itor. _ "l 9ft". ,t . I (SFWHD'" 0-1...1). " .' '" f : Ra:l.nCall Y91u.. . (a:'''/12''} * AS311'.q ft.. 6117 c:u ..ft. t Water I"able :I.. lOQftt4td at: fsept:h F~ater that ::,... II_t: 'tbel~W I Ground Sur f ace J t" _ ~ f ~ .... ~, Developed Available Iter... - 8 ~8 ~n (SFWHD ... C-JII-3) ~!'""'" ~ '~ Propo.ed luildiOf. $150 .q.tt. (lnclud1nc covered aidew.l) . "71:.0' ,. ~ 2 " * 'aved Ar.. . .... .q · ,". ,,,,, , )... .. ; fote~ I.pervi~. Ar.. - t1VOO-'q7-r~. : ~ >' Totel Or_n Ar.. . "31J .q. "It. ":,17900 .q, ft. ~ 1411.q it (.- I..- ~ '1 r4 '"" ~ 1011 Water Itor... Volu.. . i8 t."/12;) Ie 1411.-q rt. 1 \ ' I ~ ,,!Of. """.. ~O 50 au iAI" ~" .t t ' ;/ I " "" 'Additlona:t '...tltr .t;i-..e 'Olui..~.~U1redf.t( ',. :1:0"6<< ,';:' .. > ","'trY .,. . 6117 cu. tt. -..,05.0 0,"" ' .. 0"'.. t ft'- '. l' J;r:- J, - ~ era.. ~t1onai .r~a ef "tent1on lonq ,1th ~ater I~~vation .t a1. 5 ~ ..? r J ,q ",It. ~. "" ~ r ,\-', ... ~<' ^ ~ k I Tot.i ftoraae Vol",.. .'! '.:" )ci.1 ft: ~ ~) ~~ 1. t .~ i.l~ ~', ft . .since the Storaie Volume ( t120! ou", "It '1 . Additional Nat,!: :atorage Voluae (1.Q67.....;; ft.4 I., Nat.x- Itor.,e ~y.teDl .. . Accept.ble jt Jr \' _ 't 1/:' ~,,'" 1f' '< "" ~ .... .. {~ !l #<< .s: fl.J\. i'" f l " ) ... " .l.,. ~,' .... ' ,;;. l'{ .. J +- ~ ~j -p-~ .,. J. g1- ~ ~ lot~.... 'It" "'" pi .. ,~ ... , 1 ~~ ~ :?' . ., ,.. ~r< ) '" " . .. ' .. f .;~\~ '7 '" "' I ~ . < " , ~ ~E~c.. W~w}:).l -- 2'-D" /.-.1_/;-,1' .....,.., '-"'" co'-/::;> .. I tI \~-Co 2:.0'\ E~" ~3~ 1 ~ l' -, <.~ , A' ~ '~ ~ ~ ~rT.~LBV 2t70 / ~~o '& c:S?DD€.C> ~ 1_ ,.- ~ope;{-"'i ( I ~ II .- 'Ii"" '" ~ GATOR ENGINEERING SERVICES POBOX 3676 BOYNTON >>EACH~ FL 33424 (305)-730-7047 ~ ~~ ~v~'y ~E:.c:::r\ ~.\ ~ - 'b... ~b..I___ \'\.,s-dl -~ ~ 68-02: " 0 BOX 1000 'BoYNTON BEACH. FLORIDA GEORGE C. DAVIS - Al.A. ARCHITECT WILLIAM c. TlRSBIER. JIl DESIGNER ... A6D\Lb..L ~ -t==e>c:o; SHEET tv\ "';:;~'<P€$2: t~ ~ z:.Z ~~~a~~~ ~ r=L- o~~/~ _ : -.. 6 ~ !_~b-.\L~ ~ ... ARCHrT'ECT . NOT RESPONSIBLE FOR ANY WORK ANO/OR MA~ FURNISH EO If' JOB IS NOT BUIL.T UN~ HIS ~AL. SUPERVISION AU. DtMf!NSIONS MUST BE "ERIF1ED ON JOB .. .) \ l ~ _ Jf:'1 I *"_4.- , ~ . . ~ ~ a,... . , -- , ~ - ... t '" , "'A '. '" " , , , ~ \ .. . '" ." 1>- J- ~- ~ L....~!!"'.. 1': I/. , . r.......-...I.:w... ~.M&. ~ , It.a ~~, .w -- - J ........_,,~ -,,"- -- ...... -. - - - BRUNING 40-2 t 50565 2 .... -- ~ - ..... M~ 1=\ee ~y~\ ~I(!'c:.. ~) 'tJ\uEu.E;.C2. h.~c. c. C)~ ~l-.\E:.s::..c:'( ~ ~ "FCN1~~ ~e L~'t.J(;\ ~~A.-i) .. ... \ \ ~ ~~ \IJ/~$A , N ~ ~ - b1C<?~t::>~ ,; ~7: ~~0-7\ (; \ ~~e\' ~ "'/ L\c> \Jl~EC:> \.vJt..~e) / ~CT "R~ ~ ~ $~ ~ tflJ ~:h -:5~ ~~~ N ~ "-.b~ ~ ~~~~ c::O~e-!."'olJ ~ ~a "tZVi1 W\.tellS ~AN\~ -~ .ccM , ~'- I ? i ~ , <0 \.A J. ~\E- Vb..~ 6.b\J ~ ~." I fJe1 ~ p~,,,^ ) '7 "5 ~ I'" =u=_ ~) 0-- I i ~;;' q) - _:1 \J r ~YC>$O:-~~/ \.J\jOI~~~e1::> ~,\,.;. ?t,4 YD ~ ~ ~..~ \Jb.~e ,-^b..\J F\~E W"{P~k\\-r. ~1~ S::h..,-~ '\-J, ~We- ~~ -5\l2'f.l..~C ""5.b.t:>=-,-~ .J - . ~ ~~1 ~ - ,\\~. ro~ ~\O' d>f"IPf!i.~ .......--~~~b..\'av ~ :rt~~L ~~'P'L'lJ.~ ~ .1.1_- - -~\lJT ~Th\L ~~~~ .b. 1 h \ _{4 e.l.;:;r~~ cCIJ ~'--~9, vi J ~:t:A.~ \IJ~ lb-c:;j M~~ ~ """Stool bow\- ~~\,,=,\.\e:O "'B-{ C:::O~t:...<:.,O~ \'~,P'-( VtJ/C \ CO"~103'i C~~ ~t:..1. L -e-.:::- ~ ? ( e.'T"( Ot.h-~) /// I" ....-:-> \ ~ \ r ~ c.... <'tS ~ ~ \' 0....\ N ~~~ V b..Uf~ '-.. ~ ;;~\.l~':: A ~c:.. b~~\(: \I -r." " \....< ~ /" Wk\1 M h. 0- \ \y~ ~~,='C~(Gl:':>I...t~ ~~"1E=.t:; ~ ,,~~_ & t:?~o~e:.o ~~~e - - ~---_ --- -----_ ~b.C\,J~~'" -p~"e.t.:liO~ --~....... ~~ ~ . .--.. ~ 1-4 t::..tJo - ~t:C:o ~~....$L 1 tVi.-r=oAI.- ~ ~~ ~ () t J ~1 \J lr- ........., ~O~ :l \db.~\"~ V\~Hj _~?,~=~~ _~~~~/\~~ ~\\ECf1~ s..t:...-...;. >>-~\)~ ~~~..:c::;:e:? "F-Eo;r\:2;\.),,;::: ~ ..::::..C,-'l.J~L .-'-;:::Vl-l~ ""E:vt....-...._ ~O'& \,J ...~.'( 1 II iT 2: tf .~ ~ -\\1 \J ,. -: 1,,",-'" ~ ~I rc:~c \' M\;: b- ~'-J.l ,...... b.. ? c/" b.,;:o' 1~~ h::.. M~~~J ~ I Y- 6::- \~j...t:. .:Se:VJ6?) ~ERv'<-~ ~~\...c;; ~ ~~ -~\~\L ... GATOR ENGINEERING SERVICES POBOX 3676 BOYNTON BEACH~ FL 33~24 (305)-730-7047 _ ~~a -\f; 8::8 -~z= I ARCHrTECT IS NOT MSPONSISLE fOR ANY WORK ANO/OR MATlRIAL.S FURNISHED Ipr JOB IS NOT BUILT UND~ HIS PERSONAL SUPERVISION ALL DIMENSIONS MUST liE VERlFlED ON JOB GEORGE C. DAVIS - A.I.A. ARCHITECT WlWAM C TIRSBIER. JIl DESIGNER BOYNTON BEACH. FLORIDA " I ~ I _ _ -_ --- , ... ,pt-( . " ~ I ., "IoL. ..r...4 b... l f1 Fl ~ *11 ~ ~ <f '\! lcwe:.cz Q0h.e>'Zb.U""( 10 ~ ~b.~C> le> ~\lIf:.~ "f?ptji. "?~ l' ~~IEiL _ \Vr-:;.\C:::b\.... ~e;.~cJ~ ~:r:b.'L ~b..u:: · ~ot.lE ~C11..E. T a:;.;S\,.:nT ~1\4 P ".S.._~q' ~WMecr ~ ~\~ 8" V~p ":-~\""7'1l..<Z~j ~vJE~ \.-llJ~ w/ .6'-l~'" y~~w'V~~ E-)(\~ ct \! c P ~\~e-(~~ l\"E: ~~ ~f\Ya~~-A~~ -~- - ~ E.'C> \~h.L" ~~ ~~ SH~ET ~t ~ 1~ He> 4:~ ~'(\.1~ ~~~.) l=L:~ OA E t 'U-p '-i~~ ~\ l:-.rb ~~~v~ , '" -' '-, .. p ...., 1 ......~..... A /0 .,. \1-. ,t to> -.: .. S^ .......u "'-"IifIaI;.4 ... , TV . \ ... l;'<,,~ ~ ...~\ _ r ..... -.......W,1: ...-l.:!o-.. r "1.. ...,l....1~ ...& ",--1. .. A....~_.............-.~ ...... : \' 1 I I t I \ \ 1 r , .. \ \ , , >J" < f .... ; ... Ii J J ." t ~ "I :t. __, .. 7( ~ ~ -' .. ...", ~ 11} .~J BRUNING ..to-21 50565-2 .. Division 1 - General 1. The contractort the site to satis y new construction and of the work. 2. The submission of a proposal will be construed as evidence ~n~~eq~~g~ lS t~gml~!~~onofha~Ubili~lo~agr'theCb~~~~salm?g~ labor equipment, and material required for difficulties encountered (Wh1Ch could have been foreseen had an examination been made) will not be recognized. 3 The Contractor shall verify in detail all dimensions and conditions particularly at the job site and report discrepancies to the owner or engineer prior to si~ning of the contract. Failure to do so will not relieve h1m of the requirement of perform any work. The Engineer will not assume any responsibility whatever for the execution of the work. shall before submitting a proposal visit himself as to the materials and scope of any difficultly attendins to performance 7. Before construction of Asphalt Surface, a Job Mix Formula shall be submitted to Gator Engineering Services. 8. S~rface preparationl spreading and ~aYinf' compacting and rol11ng operations snaIl conform w1th sphalt Institute recommendea specifications. Section 02501 - Pavement Strippina .. . Specification for Site Work .. 4, All work shall be performed in strict conformance with all federal state and local building codes. All installation of equipment shall be performed in strict conformance with the manufacturer's recommendations for proper installation. 5. Contractor shall locate and verify all existing utilities prior to the start of construction. ' 6. The Contractor shall include in his Lump Sum Price all cost required for testing. Division 2 Section 02050 - Demolition 1. The existing buildings, foundations slabs, walks, etc. shall be removed entirely. All demolition, backfilling, Etc. shall conform to the recommendations of the Soils Engineer. 2. The Contractor shall protect all utilities and public improvements and shall be responsibfe fo~ all damages yaused during construction and shall repa1r sa1d damages at h1s own expense. 3. Protect against damage. any lawns! s~rubs, trees, roads, walks and other work that 1S to rema1n 1n place. 4. Remove stumps roots larger than 1" diameter! boulders, and existing construction not suitable for bear1ng to the following levels: a) In areas to be occupied by improvements to not less than 18" below subgrade. Stumps shall be entirely removed, b) In other areas, not less than 6" below finish grade. Section 02200 - Earthwork 1. Contractor shall establish a bench mark off site prior to excavation. Elevation of bench mark shall be coordinated with bench mark established on site plan. 2, Topsoil shall be removed to its ent~re depth from areas to be occupied by buildings, roads, park~~g areas and walks a~d legally disposed of, except that wh1ch is to be placed 1n landscaped areas. 3. Contractor shall be responsible for preventing silt from the site from being carried by surface runoff and deposited on adjacent properties and drainage course. Settling ponds or hay bails arranged to filter out silt shall be constructed as required by local codes and authorities having jurisdiction. 4. The Contractor shall notify the Owner immediately of any 1. Pavement stripping shall be double-line, painted strips where parking stalls abut each other and meet the requirements of 1982 Florida DOT Specifications, latest revision. 2. Paint for pavement markinc shall be white non-reflective paint conformin, to the requirements of Federal Specification TT-P-11S, Trpe III, "Paint, Traffic, Highway, White." Width of lines sha 1 be four inches unless noted otherwise, Section 02700 - Site Utilities 1. Relocation of existing street light poles, power or telephone poles, existinf utilities, irr1gation systems, sidewalks, etc. necessary or completion of this work are the responsib1lity of the contractor. 2. Construction of the water and wastewater systems as detailed herein shall not be deviated from without authorization from the Engineer or the City of Boynton Beach. 3. The Contractor shall obtain and pay for all permits, tap fees and inspection required for installation and connection of utilities. 4. Contractor shall furnish, to the Engineer an "As Built", drawing showin, in place location of water main and fire hydrant. 5. Sewers crossing under water mains shall be laid to prOVide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe, 6. All water mains shall be AWWA C-151 D.I,P. with D.I. mechanical joint fitting unless otherwise noted. Fittings shall con for. to AWWA C-l10 with a minimua working pressure of 250 p.s.!. 7. The Contractor shall perform a leakage and pressure test on the water main in the presence of the En;ineer-of-Record and utility company representative for the C1ty of Boynton Beach. During the test the pipe must maintained a pressure of not less than 150 p...!. for 2 hours. Leakage shall not exceed ,09 gallons/hour/in. dia. of pipe/l000 feet of pipe and AWWA C-600. 8. Contractor shall disinfect the water mains and run a bacterial test in accordance with AWWA procedures. 9, A request for letter of release to place water supply system 1n service must be submitted both to Palm Beach Health Department and 'the City of Boynton Beach Water Dept,. 10. Water mains shall a minimum of 30" and a maximum of 42" cover. .. r '4. " special soil or water conditions that are present on the s1te. Do not proceed with further work until so notified. 5. If muck is encountered it must be completely removed to 10 feet outside the edge ot pavement, or otherwise specified. Section 02200 - Excavation and Backfill 1. Where under;round utilities fall within the limits of pavement, dens~ty tests of the backfill material will be required prior to base course installation, A copy of the tests shall be sent to the Engineer-of-Record. Tests shall commence at the top of the conduit or pipe, every 12" to the bottom of base. Backfill shall placed in 6" layers (compacted thickness) be compacted to 98~ of maximum density as determined by AASHTO T-180. 2, Subgrade shall be compacted to 98~ Maximum Density for a depth of one foot as determined by AASHTO-T180. 3. No earth embankments shall exceed a 4:1 slope. 4. The Contractor shall be responsible for all line and grade work as required by the Contractor and all Subcontractors. 5. The Contractor shall fill and fine grade all planted areas, leaving the finish grade smooth, level and ready to receive sod or other planted materials. Grade at the perimeter of the planting area shall be 2" below the adjacent concrete curb, sidewalk or asphalt pavin~, as applicable. Grade within the planting islands and plant1ng str1pS shall be crowned. 6. Fill for unpaved areas shall be clean earth, free of all objectionable foreign objects. Section 02400 - Site Draina~e 1. The Contractor shall slope all finished grades to provide positive drainage. Flat areas and ponding water will be unacceptable. Section 02500 - Paving 1. The sequence of construction sha~l be such that all underground installations of any kind that will corne under the pavement or within 10 feet of its edges shall be install prior to the construction of the base. 2. Before construction of the shellrock base, a chemical and sieve analysis of the shellrock shall be submitted to the County Engineer's Construction Coordination Division. A copy also shall be sent to Gator Engineering Services. 3. Shellrock Base shall meet the requirements of the 1982 Florida DOT SpeCification and Palm Beach County Standards, Latest Edition, 4. Shellrock Base shall be placed in 4" layers (compacted thickness) and compacted to 98~ Maximum Density as determined by AASHTO T-180. 5. The material use for prime coat shall be cut-back asphalt Grade RC-70 or RC-250 conforming with the requirements of AASHTO M-81, The penetration range shall be from 60-120. Rate of application shall be not less than 0.15 gallon per square yard. 6. Type II Asphaltic Concrete Surface Course shall meet the requirements of Section 331 of the Florida DOT Standard Specifications, latest revision, 11. Gate Valves (4" to 10") shall be double disc conformin& to AWWA C-504~ Valve boxes shall be cast iron, style 16T or 562S or longer if required, Division 3 Section 03300 - Concrete Work 1. All concrete shall develop a minimum compressive strength of 3000 psi at 28 days. 2. All concrete design and construction shall conform to ACI 318, Building Code Requirements for Reinforced Concrete. Warm Weather Concrete requirements shall comply with ACI-305. 3, All concrete shall comply with applicable sections of ASTM C-94 for Ready-Mixed Concrete. 4. Reinforcinc rebars shall conform to ASTM 615 Grade 60, All Welded Wire Fabric (WWF) shall conform to AStM A18S. 5. Sidewalks shall be a minimum of 6" thick with 6 x 6 10/10 W.W.F installed. A base of 4" shellrock shall be installed and compacted to 987. Maximum Density as determ~'ned by AASHTO T-180. Walks shall have sawed or tooled oints at 5'-0" maximum with tooled radius edges, Install /8" expansion joints at intervals of not over 25'-0" and similar j01nts at walls! curbs, etc. Clean joints and caulk with sealant immed1ately. 6. All exterior slabs and walks shall receive a broom finish. 7. All above grade concrete surfaces shall be cured with curing compound sprayed on in accordance with manufacturer's procedures. . 8. The Owner ~ill provide require~ test!n. from an independent testin~ laboratory. Contractor shall coordinate all required tests of each concrete pour with the testing laboratory, Miscellaneous Notes 1, Refer to Architectural Plans for building information, sidewalks, concrete pad and walls for dumster area. 2. Refer to Survey for existing information. 3. Refer to Landscaping Plan for sod and foliage requirements. I r ~ ~ / .. c GATOR ENGINEERING SERVICES P.o. BOX 3676 BO~NTON BEACH~ FL 3~424 . (305)-7jo-~047 ~.lec ~o. 8e>-o~ BOYNTON BEACH. P'LORIDA . EO\~~.:[" -O~~_-',~-~ ~::_~~~1if~~ ~~~o..t--~bG \:.l.~." --:=~--""A- ._~t1==1Gb..-p~~ SHID A..cHn'aCT . NOr ..uPONS'" .-at NlY WOfItK AND/OR MATIJIIALS fJUflNSHCD . JOII . NOT aJlLT UNOlIIt HIS ~ SUNRVISION-AU. DtMENSIONe MUSf _ VIDW1lED ON ..JO& -.,. . O. BOX 1000 GEORGE C. DAVIS - AlA. ARCHITECf WJWA)( c. TIRSBID. 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'{ , f.-lll " J l(~_~" d .=::..=- __:::::-.:--_:- -- ~A1:J2e-sc~/PJ7C)N--As _rL/f3N/sil€D_C-~f\j;!I'j~-A--"1?2:rA~e;5t?J11 ~ES) I --1 ---- - - - , I ~ek~t'l~!~R?=r~-i~~~-~~t ~_-n-h~_~-n-t ~ l'O'1)AND-~no~L::-:l-'?s ~~HT-OF"-v\JAY ts~ tst:~FFlC~~~t"~D-~~__~I~'?,_p~e t~~7 AND ~Cl.AL P,E~D':~---2./~1 ~e lOt AND ~~~tL....I1-te._-:.eACSj:'--t='N~--H-..oLF el'2.-)~ ~-rl.2lbi ~f--LQ.7-L.AI-4e -~N'j2)N ~-rt=C;;1 PLAT II I ~?iO~~1-=JH~~~~~/I~~!~~'!~1 ~~~;'3el_~~ p$~C ~=~~i7~~~~-~~~~~$~~~~~~~~~~/p.f3.c"R-' r"",JVLY ~~~I ARCHrrECT IS NOT RESPONSIBLE FOR mY WORK ANO/OR~ jl\l::D\CAL~aeelces-= OP1 MATERIALS FURNISHED IF JOB IS NOT BUILT UND~ Hts PERSONAL GEORGE C. DAVIS - A.I A. tif"71 h.~ \~ r7 m 1'0-> SUPERVISION-AU. DIMENSIONS MUST BE ,,_.,ED ON JOB ' ARCHITECT ~I~-I-V::::~~ J - _-.l.L_ . WILLIAM c. TIRSBIEi JR. -eayNTON - =1?eAC (-~FLoPJ{D,A DESIGNER " :?:'.ol ) I €~ J · , .. ~i ; \ r " iI ~ , 1 J ~ J { ~Ll'1l POBOX 1000 .. BOYNTON BEACH. 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"- J~ - _11 'r'" ~ - ---I - t~ ~OH 92~j'" l OU~vAI\- -~N'--- Pt-,&N--- _ _1/411~-:.c-1t _"Il__~ -@ -l>L.t- ~0111J1W \ z.-owlvur~~1?"".bM.f1 ~L~~~f~2PJ ~~ , ~~~~l<\-M.k~ '2-~'1~ ~ DA-1'~- - - -- __n~_ ~1Z~J2: G1A6::\.,L:; tmJ~$1~~l2l~~~OJ12~M~rJ-r~ 0 ~~11rOQCrw=-~~~~tlt:af16rMeO 1-~IN,11, OOOLb ?11, ~t;-rtA6eO \ --.- - BOYNTON BEACH, FLORIDA " ARCHrrECT IS NOT R!:SPONSIBLE FOR 1lNY WORK AND/OR MATERIALS FURNISHED ,,.. JOB IS NOT BUILT UND~ HIS PERSONAL SUPERVISION ALL DIMENSIONS MUST BE VERIFIED ON JOB GEORGE c. DAVIS - A I A. ~ - ARCHITECT WILLIAM c. TlRSBIER, JR DESIGNER N o <:t ~ Z Z ::l 0:: CD POBOX 1000 " " " -h -4: T I~ I =ii, jf-'(cc.L I eJ- \~~Il ~~ c; Vep)"'p -.il t2 "ll e c;; ~ I I:, - I' , I I I I I - 1 I : - i I l' 1;;1'--:'" ! II I I I I t \ r -- I I , - I I, , I : ' I _:~ t I I I, \ \ I I .. \ . I ..!. , , II , I I . I' --I ~ - : .' I .... j 1 ~ \ I ! -, I - ~ ::"T = ...1 \ =<0> !"-- I - 11\ : I I I I f/ , .. 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IZ7'- 1~7 II _I ~r~ If? -J t ~ ~ j. ~ ~ - \ " - ",,'" II ,I .... \ ~ )/ - L~_ " j ~1 I rl / I -L ~I' I -'I _ bAP..o~/~T~J' I I _~ 11 ':;~ - 7t\ .j .. <\ I~ .j - ~1 ~ ~ - ~I ~ ~ ~ f- \.... I <:::> I I' II I I I -= @ I I 1/ I I t~ / - I . I -r- ~ ..,.. -'" , -~ J~I d -I 6\ +- -4- " I ...-- @ fZXAM ~ t; - ? - r. - / I t )j ~~ I'- I I ~rv\ t!- 4 Y, I " ,--- ... r'\.: _ '7~(oll -t ..... ~ ----J r I I "'~\'J&\"1).( u! --r J.....~. ...11__ 1 II l~ _'\. Pv, .ty t) , \~, (' ,\, Iv ' , ~" ! j I ~ -lP1! t'~ t~~~ :,. ~~)(pJ~t?~ ., ,,- 't I ~ /'" ,..~ J< 1 , " of ... I" J \ t I .J \ l (' '\ . l'<< II>' ~ of..... ~f ~L0_-t~en.J~1~~tJ\MtUk~~~ L-lJta:oTdt-~topJ)~ ~~6- , :;- ""'j ~rz-~~~~- /< a6t1~-c [);~~/t-Zt'-O' ~ I "" tv r . · ~ .J, ~ - -... '1 .,. ARCHrTECT 1!5 NOT RESPONSIBLE FOR ANY WORK AND/OR MATERIAL..S FURNISHED IF JOB IS ~OT BUILT UNDER HIS ~NAL _ - -----Y' SUPERVISION AL.L. DIMENSIONS MUST BE VERIFlEO ON JOB -;- ~\1l GEORGE C DAVIS - AlA ARCHITECT WILLIAM c. TIRSBIER, J!:- 4'1.; .; j ~G.NlnL j " \ \ - ~~=-~I~-~~~~-ro~f?M-rt~/;~i::l=-ft'lL- '~~~1JJ~-:-~~6'. ~,~...-~~"tt ~~. ."~'I", :-:;:::~ 2\\1 ~'S~...T . f POBOX '000 "of BOYNTO~ BEACH FLORIDA" ~, ~ 1.~...... i.~-r~ ~ {~'. <;:-,4 f ~ ( - ~~ ..........- ~ - -- -------- ~ ~ -- _\