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Ii City ([J)f lBoyntOJIl 1Bea~Il1 IvrnCROF1Lf~n~~UnS~mET 1PllamnalllUlg Jl))e[)21Jrtmen~ ])eveliopmeIrnlc JFlillce It ~-=:::.;t~"--,,~I,,..;.' ---- - ~, . ,~~"""""~~"'a:r.L..-~~ ..........-~~ ----' ~n-- ~ {' Project }~ a111e rr Ft~st -'<f &lM ~ r <c;~\ ~ I f ~_ r f l~rg7_ pleA ?C1 Date ~DOCU1\ffi:NT T\'PE ~ D r-=] D D D K1 D D D Preapplications - Preapp Parking Lot Variance - PL V I Conditional Use - CD I Rewning . R Rezoning and Land Use EleIl1ent Amendment - LUEA IVIaster Plan - !viP XVlaster Plan Modification -l\1PM Preliminary Plat - PP D D D Site Plan Modification - SPT\l Site RlaT! - SP I Annexation - f"t:.. tban~onment - Abdm 'NUInbl~r of Sheets ~~,- ?- .3 / ,0} ")Jll ..l...- l () ! fl~<; Year COJVilVIENTS: Approved ~(j1 , Conditions jg(J Denied or , .:. ....l.. ~~~~i;~~~~i.l;::!~~~~[~~;_,,~~~~~;,:;!,~~;~;!II~,;~",:~ r ........Fi~~~j. · . ~~Xr"R~/J~. 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J. :i~~ ';- ~... iT'f t,~ 1l iRON ROD . ~ ~ ''" c"'""" m(4 ;.-0 ';V (.) 1>. <-= !!J C\l ~ S~ d U~ ~ ~g !3L ~~ @~'.'. .....~.' t1B :!rjtDf:;J~ " (, .Vc;-~ ':.';\':>:- :~O 0";)\ 1 ~. r ( ~. ; i, , " t: 1; IRON ROD 9001 U IRON ~OD 472.86' ,..~~ 1I:lllXl.x. ~..... -=a~~ Qr,cI ~ ~--.--,--~QoI~-= ~:::::I o~ u . r B,-r- -'U~' -:TIEL 10--0 ..... CO CO N <? r, ~ I \ : 'I II I' I! r <: ; ~ Ie 0 ii: 0 <( ..J U- N 0 ~ =oJ '<l: UJ 0... ro Z 2: 0 ~ <C G: )- 0 0 ""'" Cl3 I OC -i W .... I a <! ~ <<< :I: 0 ~, c:{ II 1fJ1 UJ in oc Z u: 0 I I ~ I z ~ >- 0 S to @.. ~ m <;;= ~! '~\ (f.l. l~,,' ,'~ ~"""'~!i~1 r tt'\.", ~ tl I ~"., ' . , 'I .~.., 'jl @OJ ' - --:I, " ~~-i:JL ~ :,~...., \["-;~7 /e) ,~.2J t DAllE 7/3"1 !S4 DAAWIJ OY f'n"'OJ t:o $~~O2-12 t::NO.."'D II I I I! I' l ~ ! r:;,;;~ ,"- "" ." ~ ~.f,j! ~'~I{ ~j (C .z;j "el i;# "-'I. o,~ -,,~ ~~. II ., '1 Ii i~~ Illl1~) 1\:,9 i i~" .. ?fi ~? ,,ji:~ 'to. 8l.1v. T.-ki~ ~ u"t.J ~l~ 1 \ ) -Sl - 1 ' ", "ll I r ~ I 0, _I U\, 1\1. ! ( ,J 7' 5'''l~d' 7' 4--:'~Q~ ~9~O~_'H_ _______ I- Z L.U :;E W U) <t uJ (/) I8AN~/OfFfF~CIE IBHlDG. en UJ 40,000 S.F. 4 FLOORS u u \ <:( ;', r -----~-- r-. I ~ ~ ~ ; co I 8~ It 11 11 co " N I j '" I I I " 1 "'- '- ------- ~ :''<'11- -- -- ,,'c.; ~ 1 - i I , , ] '7"9:. ! ",.: I l I II '20Z-10 /.1(,- , ; " I ~ r:1'-~ j..''''''JlV Trr~'I":'r-"!,' '.~H~,!,,;'7 P', . [.~\:'8tJ!! .i2-2_&( , " " ~~ &l',.-.' . . '. .'l;:i;:~ .. ~. .. Y:t.L/.J!: ~1";r:L'~I! =~~' .:~! P. ';,.!: ..Jj-.j(-f-. 2:.-7....15/ C;I: I': " __('~...:-- l 5l.:....7..::JlY , . !-I' / ..cP-7-PY ._,:.~ R -., ~ ';f ~,N- _ ~ [. . _~."n_~_ (("1',,,... \~ t;fiJ11-1 .e"i>. .n '.." ~'. .... ':<';';-.. .' .(/:t;'lSf i.,;JfT1''-:; j)~ItS elr;~- En['riy_cC~,rd -.Jfir;' &:I-::&f f L\~;;kr H..,lt ____., {_-tiC -0 ' -, , rOo U\ I\l PHASE 1 PHASE 2 SE:,e: f'HA5tz.::. ~rre: t'\.Ai'l ~K l/IMG'NSIOI\lS NO'" S'K0^1N L.... _"~'nrI" Em"'.!l ' . . ". , ~ ~,1.:::r..=~c~"'~t:;:~ .. 1 I.: I? 2:~ ~ ... 6..-<< :i :.t~ ! ' r~' lirt 1~~ &~..; r0B,. ;} ..-~, "'I~:~~.i ,;' t~l ~}"[! l~i . ,.~ "t;~fi ~ 2:1.".< 'f ~.~:~ I ;l~ r ~~T~~ J'c;; ')J;.:~ . 1 ,,1i ~., .'.. .t; " ~ ~ r.~:., l\" ,~ ~ -t~ -!~~ ~g~~ /~~~' i~~ L:~ l~ r~, ~,:~ [0"" f'9'1 f~~ 'ft~~iu - /~~.\ .: .., - - ~ !,,: 7.....,... ~_.. ~<J 11" 22 14.5 J .a C:P CONCK'e:-r~ f'A'IE.RS \~, it l' ;; l" . '" . "' '.;,: ""'7 '%. ~ c..........,-~........., ......~.~,.'~,.--,..~~ ~. _.<"".~~J \. '~"-"\-T'~-~- I I ,~- ~. -'---+---- I ~ J "~-o-, ,.,. ~, -=-~_ f:.. ,1 0 " ,-':t ovA ~\y.A 'L~ L~ ~ Y ~~ :.~ 34 22. :, "": "'. '"' l ,t?rJ' JflLITy t::Ast::l1t::NI, 'a' "7 X ~I', .......1 9001 IfH)N ROD (- -,...--0- --'--.-, ".___ rPfFlOPOSiED ftB~HT TUii1NBNG tANIiE t 'flo ~" \ "---- - _ -=== t,~~ ~ ---J '" 472.86 -- ""- '----- '-----,-, " ;.., P~AS!E il ~Ur!E Pld~lM 134 JlllAfFltCDI1'JO S~AClE$ fFlEQUUlRlED fOIFl OlFfiCE BLDG. 148 TOTAL ~ OIF S~ACES I'li-lOVIDED i\a@TIE: l \,lHK APRON '~~-----,- .:, ,\t, I .... ,". ; 'It....' I. -- AUG i! j !!1M r~; lor (' L GONGRESS AVENUE. AI.iI:4 I" :'w,,1~Sfll\ I\.i.A. 111' " ""____"':,__=-;.::::~-;J .....1 ,>,,"-::::::{t' '" 1I / ' ":::;.; ,;,):.:;: 711\~;~!! 0/)" """'''''''''"r\~ ~~. H.l~ 4 I' :?~)\'~:~v ~*,!;i'~<i/ ':l( l.~ ,'}, " "r,. "j.'i) '-.i', (I \', '\\.'''0: "'h ")/~~~~ ,~~ ::~~~:' J":~~':':F ,,"!,J~~J',~ ,C!, '\,\J"<J!;~ Ii. "2,/",\\v? 4~'~<,~J~~ ~t;;';;<<:~!:~;{~l. , t i I , ! "/ C,.:I,t. 'rh.~. '!"" 'i" ", ~-'\ .. ,-. ,'= 'il".."","~ D'.,.-'ff. "'\;';,", it-,! I 'J).Y " H ,,/.1,,, ,1.:<-' , \5 ~i1_ ,~~ k,.r.<.... "\! f, ': ,-.d::~".:;.~r \r' 'ik~, ,<. ._\<~:~~~(~""'\f ,__:J7-~!l:',-,:.. -"ir~ ,..',' "j.i U ')'" ,'''' 'It'll" iV" ~. i('\/{:" '"d' ',p/ <~c,.d~\'1j"\..." ,t, ff ,(f' ;f?;i; t&;. 1 j , 'i';;f .. ~~, -:{) ";""'-"V II ~Dl7ifl]O@WaDO@l?l7D I] FIRST ~mRICAN BANK OFFICE BUILDING BOYNTON BEACH, FLORIDA TRAFFIC GENERATION ANALYSIS April 25, 1984 f{om!f,z''ff"lJlkdff'ffiJ cr:JOO AS$@coaJJila;:Sgflffi1C" 5800 Corporate Way. West Palm Beach. Fla. 33407 . (305)683-5500 Raleigh, West Palm Beach. Tampa. Orlando, Knoxville. Dalla:! I I ,I July 10, 1984- 4-520.01/P84-24- The proposed First American Bank Office Building Complex will consist of two~ f6~r story, 40,000 square f60t buildings. The bank will occupy apprcJt1mat@ly 4,000 square feet on the ground floor of the southerly building. The purpose of this statement is to provide information for use in assessing the traffic impact of the project. The report entitled "1981 Update Study of Vehicular Traffic Generation Characteristics Within Palm Beach County". prepared by Kimley-Horn and Associates. Inc., ~JeElt Palm Beach, Florida will be used as a basis for projecting traffic generation from the ~roject. Mr. Alan Strassler 8895 North Military Trail Suite 201-D Palm Beach Gardens, Florida 33lJ.10 Dear Mr. Strassler: Basic Data: (Recommended Vehicular Traffic Generation Rates for Palm Beach County.) As you requested we have completed an off-site access analysis of the pl'oposed First American Bank Office Buildings to be located west of Congress Avenue and east of the Boynton Beach Mall. Following is a report covering our analysis and our conclusions. Financial Institution (Bcnk) 370 trips/l,OaO sq. ft. Office 18 trips/l.OOO s~. ft. TRAFFIC GENERATION FROM BANK: 1- 2. TRAFFIC ANALYSIS 4,000 It 370 = 1,480 trips 1,000 Palm Beach County's traffic generation rate for this type development averages approximately 18 trips per 1,000 square feet of gross floor area per day. The propos~d development with 80,000 square feet of office building assuming 100 percent occupancy would likely generate 1,4lj.0 vehicle trips per day. Assumi.ng a peak hour percentage of 16 percent would result in 230 peak hour trtps (ins and olltS), T.RAFFIC GENEF~TION FROM RE~~INING OFFICE AREA: 76,000 x 18 = 1,368 trips 1,000 TOTAL TRIP GENERATION FR0I1 PROJECT: A traffic distribution analysis was performed and the development traffic was assigned to the entrances to the project (with no access to Congress Avenue). Capacity analysis at the entrances show that vehicles making left turns outbclund at the westerly entrance could I::xperience long delays during the P.M. peak hour. All other movements should provide a good level of service with short delays. 1 , 480 + 1, 368 = ..2....J!~p. t a tJW.J!. SINGLE DIRECTIONAL VEHICLE TRIPS IN A ONE HOUR PERIOD: CONCLUSIONS AND RECOMMENDA nONS Total Trips in a one hour period (10% peak facto~) = 285 trips SINGLE DIRECTIONAL TRIPS IN A ONE nOUR PERtoD: = J,lt..3 Trip.Jl., The proposed 'First American Bank Office Building will have acceptable access except for left turns outbound at the westerly entrance. It is therefore recommended that a right turn-out accessway be provided on Congress Avenue to alleviate congestion and .reduce delays. In addition, it is recommended that the westerly entrance he provided with a 36-foot width to all<-w for a separate lane for right and left turning vehicles exiting the site. tIDOC / kb ~~~$ ~. N~IlJJI}M~US, ~m:. . ;:tu lf3 ((l':rn~p:rr" r~Hr..'\;;Jort f, Pk,i/lf,:('r;, r ti~ l..fJ6 {4~JO (il)'l~rl Jltr~rllj ~!.' t I!JLrl '~{:r...rj.l, fi",ndr; ~~t.ur k:~ l{/,/t~~;1if .. ~--~----- C::{O[jfjiJO@'l!a[):{]@f1fiiJ r I I -2- July 10, 1984 Mr. Alan Strassler We enjoyed the opportunity of working with you on this project and will he happy to answer any questions concerning the traffic analysis. Very truly yours, JRZ/MNB:mes F'lorida Registration Number 11479 I t I I I I -_J {~. 9 !) I' G " " r, l ~ 0' & " !~ , I I ~ l r::~ ~\'^~ ,,-4, . . \'1.) '", c~" a C:l- .~.....-~__r'-"""'-~~ , y.//' / c' ;:';1)\) J fl~, / * J DC ,'\,: 0'J ,i;o~ l' , t .,,1 j" 1 4 1 } p,f1~ 1),;.1 , " '?$ "; " , ] b~ r4, a'l ""r' " 'A\-]! , t , I 'd"! ;,m " I "pi ..'"11 ~1 :011 d! "~ % ',' v"J ~ "1 , J' " " o 0 \! )"0 <:: l Q' o o ,P 0, '!p c, , (',~Q't ~ t, o o is ',) ',:;:, [:, Q ~ o o '0 ;J J (, ~ -~ - "0 I i '-'::::::,1 31 04}:' ) a ~r " ') . .. J,-'" .. ,/,o o , 0 ,~j 0-' ,) " n 08. 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II '...J if ~'0.~-t~ 114 ;:~f;;X -0 , '3'",.=....l',';~=....""''''''''",,,....=-''''...............,'"'-~....''f.'-2'''--'>~~.....~~'''.r-'~:,~~~.~~~r-~p..--."->.~~:~...-~"::-l~~TI~ o -:}~\?j~~:~~~,J 7(~~JJt;j.,..~\-.;t;~~,~;D .1!~,J' ~~iJti~~" ~ ~~OJ}f"J,~r{\\ ~n' :;~;'4;-r/'-\,}Jtj~~~~!D.~C7 ti^fUs G ~~~~. r] . i " ~ ~,! ~ ~ .~ ] ~ l1 J J ~ 1:1 ~ n ~ i~ i \.. ,~;~U\ ~~) ? ","! ,:, '" -'\\ ,~0..~~L$; v, Patent Pending tCOi1tQ;)irilt~ Suggested uses Lighting performance Features Installation d~taii Suggested concrete pede$tals Fixture details SpeciHcations and ordering System " photometr!cs System 2 and 3 photometries Recommended spacings Surface reflections ',! , n " <<, tl- of.' 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'j B it? .F:''tl';': ~ ~ntroduc~ng tne llr~ ~~c." . n 8 ~ t-:JClffl dBQO ~ i[ q r~~~j7 n ~~~\\!AdJ' '-"'ZlttnO, )}~nU'~ -'01~~(C~;' !~J ~~ ~ 'lJ lh::j\~O \Y ~'0( El u ~.. ~ ~j l'.i &~ ~ t1 tCj TYf'\~ \lV~~lo ~~e+-:fT -", ~~-~~- I ~ [ ~ 1 1 ~ nJFffjfV1~ n f'I~~r~'iA;aOR2\I1~ f!\~U~ ~bi\BJl?f'O t:l D~~ S~O!l"1 dI 'f,fotlor ltr:loo L\ COfil;)Ol'1\l. ffi~. ~~ Ot.lh~li lKim l?rlQ)dl\Ulc~$ Street and Area lighting Environmental Ligtlting Landscape Lighting Swimming Pool Lighting Fountain Lighting Custom Architectural Fountains Architectural Fountain Kits Fountain Components 1-7 8-9 10 1 1 12-13 '14 15 16-1 B 19-25 26-27 28 16555 E. Gal~ A"~f'lue P.O. Box 1215 Cl{y of industry. Cali10mia 91749 .T~eohon~(213)968-5566 iele~ 6180491 - Cable KIML TG-INDUSTRY . @1979 Kim lighii~gt Inc. I' "'" '~" t-I/ ( '-... 'l' - ': . d/, II, ," " " \ , "\ '..:- 1.{._ - 'i, ~ '",-r." ~\ < :".."::'::",7; ~..:::)':..:<-~~:__~,.,......;; --: ''': ,;....~' .il'~' Ir ~"';.,'';'~, .r. ~......-~ ':.,.' 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" '1" i . .~,. .' ----~ r~-?" ~ ~--- ~__~l ~_j ~I ----, JI II "I~' : I I' c." rl"~'" mil! I: ,", .' s 11:- ~ _n _ ~ ~ _ _ - _ ~ ~ -11 ), ~! .' I~:~!> '-JJ. y _~: (. ------:--:' ~I f".e ';'-':'j x' - -11 Ii , , 1 :1,~ Il I i II v x 4:>' "19' I , 1-1 ffi II :?] !!.I ~Il ; Wi (.)' 0, 'I ~i I ., I I , i 'I I ~l -~I ,qJ.. ./ fi o ~ N. aAN~/Oi:F\CIE BUILDING -~ 40,000 S.F. 4 n..OORS ~LEV. 16.5' I~ fi4~bl '\ \ \\ 11 :1 'I II 'O~ ;.~.c \tIY , [ \I,~ I~-'~ B-~ .li!i.J'.. . Hir---. ~ .~. , 14.'IS I I ~; 'I' ..' "', -~I "'I ~ ' !>S'e 1.0% j , ", , ~/ i _ J...'1~99 ~ I : . :14.'!oS ' - -+--OO=:::::-.._~ ),,,,>0$ I '. OJ) '(J .50'10 < ;- '1 't'Je0777. rl". o :!'::: <:t ..J ~ t:l: !!.I Q s:; :5 I' d !:iZ d8 Ii ~ , '1l3. i 0 ldf i i I; -", ~ p .. I ; IrJ" @ ~La"'I Ii /,.5l>V\ j;: ,k::-~~ i~ ~1.. / =:J~." I ~! J~:iilJHI ~ R'f1 I'!>,SO ' ~, l i IN .~!.. r G1.:'.I.o. "'j " '1' ;S I, ~: ,: (IT., ~ : ~ / : I : ~14V jJ11:lJ \.!J:--;;'f I .O'il, -"k ... , ~~,;I \'~J 1)14,%1 I l i ' I I ..kr0. . ' , Ie j I I j Lr~ ~' k~ ~I~?'= ~c..r&_o.Z5~ , I I '1;\1 .;,...Jl-, ,t1 ,oJ ,$ , (-; : - I -: \ -, ~ ~.... g ~' ~ ~ ---~ 100'(j ,).'jO/. ..... Ir:: r;-ir-iOl, .i4,]:']! -l (i~ f~I~~l+ ... T~t I ~~. ; .6f'.'lj .. __..,.c:.,_-, 9007': i . 1~, IrtON ROD 11 II .lL.. i , ~ ~fJ~~$ ~o ~~(Y~~lU~u ~U1~0 (Ofi:SU~ting Er.gineers, Surveyors, Planners SuIte 406 450 fWmallon fivctlt.2 We!.t Palm &':Och. fl33401 305/833.0100 I ' r:;r (I..Ji~~ ',' 'jJ~,~ I o m g \t ~ q (ks b '" ~ c: ~ ao.n nl~.cr,,~~ ~ WI!'J(l. = re! * ~ It) '" !i f! {i1!H. J ffi z~j (A) ~~ g @) ~ ~ t: \, ~d\ ~J A':?! q'! g &ti .~';\ ". ~ ~ ij =,;0 0'l...1 '<.~ c: .... ~~.= ~ --... .r~ <l1 ~-S ~~ ~ Sl ,0 Bi U ~~; I I /1. " I \ \ i 1 I I i I I , I \ i @f: -e ill <t cd f/J>> f/J>> ~ ~ F WJ . <ZI ~ t') ~ wt') ~o ~ YI'o ~ ~~ :1!: cd Ym ~ ~@ .::cG r - I U="" J tl ~ I <t 9 a: o . e l~ C\l r:" ~~ d.tii: I~ 5 I ""'" <:t <=~ UJ @'" ca 7- l.~ ~ j ~.~ g fk ..i I~ ~ J ~ :c l~ ~ J u: 0 1-. 2: 'MJl ~ G I ~ ,II' I · ~I . ~ L- ~\ ~ jfb~~ 1 ~ ~_J~_ I-~~l :~~.:.~.:.~..~A.~ ~~#, I l '~'~">';,1-"""",,''1:::;:',r-'''' .. J I \.,' -t, >c:I.....(: ;e"'., ,I::. I' I! :1 II L c. , r';:: I., t 6\!:t ~" '. \::-!r }l d . , 'j ll- i 'I ~. r; \ .~ {' 11 jl ~ Il,,," 'J,,~;:"Jk': { , " ';:-~<i~~t;,c;-,':.y:\ -~;.:,_. I ",,,,j ~.ii1 I I {>f, I I ~,~'i,'!" f;',~' if'~ ~, :~~ !~ )<j~ i~~o. ~1~.'t t,'~ ~~ ~\m ~~~ ~~ ~ 8!l xU" l' 17 " 22 14,.; " 22 l': 34 2::' ,'" t... 0- .~ t '. .... ~ ~. ~. !! ;1 t c ,I J l:l .~ .. 1\'. II ,';\ \\\l.\ ~~ '2m 8~ ~ h PAVT. 1/4" HIGHER WHERE PAV'T. MEETS CllRB , .1 ,.. '::1 i 114" TYP. ...... f . "wi :i..~;:. ~<t~:/....&.. ;~l 7 ~~~", . 24: . q I ~ ~ 618/ QIEJTlN5 DEGnaN of[)' I.... /4' EiI,fiYIi'N& ~ I I I ! \:-;" CUPB e. f.iUTTER B'W'JrlIN: z'f.(t11 , I 4 ~ ci~----------- I 1.1 o' CONCf'1E7f W~ - 4!' TUIGK EXl5TJlf6 (0' e.URB ANI) &U71ffi ; /"t' TyrE I i1&rHALT Dvm ,'7RlfflE COlli IN AGCOhl7ANGE amll F flo. r jfEClj:(GI1TI0f'I5 f)' 5HEU.lio.G/'i COrtlF'AGTED TO "lB% PI1Y IJEN:iITY IN ACCo.fi04JiCE MI.7H AMi/1m T-}60. 8m); fY!ffltF.lIiL TO CONTAIN A /l7tN/MUft( OF @ 40.% wmL O/l!'J8o.N/lTE CDNTENT NOTi~ DTnBlLiW7 (jUl3GflAI7E eo.l'lfAf'.TED 7D 75 f.bl. FBY. m/N. eD FAVEmENt TH!f11NE5't 5//ALL 5E A IYJINlmum OF IYz" Oil ill/All. fflATCJl EXlflTINo fAV&YiE NT. D" --... 8- !7/.q -''han7~-:J: '7.-,. i j M/ ,f'adtvs: ---:--!~T As lta/I 'I ',,~,:..t~lk!'''''''n,. ~t~.., " .,..~ -.2- ""4 ~-oor . ' , , .'ll SECTION B-[B HORIZ. 1" - 10' VERT. 1" - 5' R~/$'EO ~OAl~REr.€ MEPIAt.J ~URg IA.!'Tdll- Mr.$. flOrE: I'av=t carhor.,: and carr-lollo ohall bo lns~Qlle4 A9 full CCCpUll:il~O tlltb th<> r"'lulr=nta of D.O.f. ~""i c:l llillforo T~afUc Cotluol ~lcao tar lJtrClOto end Dlo!JlYays. t l=r I . .~ ~ . i ~ ./ ''''~ '" .;'[ v " I! ~ I I 1, I~ I~ ~ ~I I ~ ~ I:i . ~ '<;\ 'b .1 I: (l\ I:i , :t I~ -'-'~ --- .". .,. '1= ,a ' l' i ( ti-SLtl' ~ /'. ,)~~ifb,g (JO/fhbar- t'/~) ~ I} to ~ ~ ~ \ ~ '" " ~ " ~! ~ u: F~ ~ '_:-0 == =L'~"J TYP~CAl P ARKHf~G SlAllS IG'- 0" GE~::::!lAL NOTES RO!\!lIlAY SPECI FlCAl IONS A. I" riPE ltASPilA'.T OVER PRIME COo\T. l:l, 6" SIIE!.1.l<OCK COliPACTEil TO MIll. 9il% DRY D~SIT'l IN ACCOR"AllCE \/lTII AASIlTO T-180. nASE MATERIA!. SIIALL CONTAIN A :'1WUIUM OF 407. TOTAL C;.RBONA'l'E C'J:.-rENT. C. 6" STABIUZED SlJJlGRADE COllPACrED TO 50 P.S.t.F.B.V. MIN. ~/ f!-{4zd(l~nJ~q;r'k ~~7 ....~~- L \(""~ ~~; ~-~~-{ ~PA'bp ---.:,. --.-J I € I SlOE ELEVATION c ~ ll.. FRONT lElEV A TlON -.-1- D ___h___ -d --- DUl'.NSIONS iD A B'cIE 1 F~ 15u "1t_11t1 1'_2" 14'-0" 11'-10"111-2,,10'-610' 18~' 2'-2"1 j. ~~~~~.','_1,1,'::~~_~:i_l'-3u~ ,1 '-au 2111 1'-5" } '_411 I 5'-0" 12'-0" I 1'-4'" 1'-6" 2411 2'-811 I 1'..1,11 15'-6t1 I 2'-0" t 1'-4" 2'-0" -- 27" 2'-11ull'-5" 161-0" 12'_~fI I 1'-511 jolt 2' -;:-r PLAN 36" CONCRlETE E11\~IDV\f ALL 3'-.~'" ~< -'114 .5'-4- z.~O 'I~~ I~ 'fJ I ~ , I I l(~Tro$$ ~ :a oat <t. :> 1 1 J I t~. 2.'-0" iO ~ l.. .. L' PLAN SECTION 2" I z'o ~ I r~ ~ ~.".~ ~ r ~ fz-:. . c::=::::> c::=::> I ~L~. ~ ~ I c.:::=:::J c:::--=:> I o r c:::=:::> c=::::::> 0; " . c:=::J c::=:J 'O1l 1'1] ';}L c:..-:::J c::=::::> ~ c::::::::> c::=::) r~ =S~ :5 l c:=:::) c:=::J ---1. ~ ~'-~~.~ T _lL~-=~t,;;r GRATE TYPE C fA'! ET CONCRETE ~NlET APRON I . i 1{J'P_'r1un9' :5;-011 + ,27' BoC'-","'p ('t'i/7y"'" + .w' Po"'''',n,') :51'011 ?m.~~ r A<!J~L'n1' 1"0 &-Ie/y. _" '3' "'1 r 6,..,:;:; -:-~~:-~........ (o"..:rJ../," ~ .,~ I - "'.,~ E~Sz ~~' A" 5f,;>.;Je ~N"-' / --\_1 ~~~e,-"",,__~ __'~e:~').~~.~ L... ... - - ...... - - \ f-~:-~~~~7==~::::u~:;;'..~1~______ " ;- "'" .. .:../ L ~ -...,,~ ---=---;- ./"0 _// -L_",/ ". -.. - 1 '..1'r::_' .'';~~ .... _Q't-;:t_l~~ / /~ /_ :5t.t.: KtJ.t!Jl.'t.,] (.. "'-,?..'t ~'_/'~/-~~""'-~'-"""'~ r:._\,':~~)-7': I~~~ /1' I /l,4c.,.Nt.;,fnl.,....-r"o 4" ~"':7/7C're"e .5/O'eHo/k ~~ ./ "~/~.;:;:...-- . / ' .L- - 0<.;1"0'" ........"'dh ,f-'" 4' Re.bor E" ~ / C r:~"om C'or"er ana B Q:) ~ Co /.;)/;0 .AlP/I.f ~~c.c= ~:.;1't:-:;-Je.ral Motes t:'or 6pt:.l:'s TYPICAL PARK~NG DETA~L SECT~ON A-A DATE Aprd Ro;;, 84 -_. - '.~-,;.-~"~, OWN BY Kerr . - PA V~NG AftJD DRA~NAGE DieT AilS F~RST AME:R~CA1\i-'Bf\f~K OFF~CE lBU~L[)H~G SHEet NO 3 FilE NO --r;.;.E '\...,- .,;.- THIS nW'..~'.IN(; f'~IJT VAtU; lJ~l:' ~,~. ~.( r~l t 0 rlTH f 1\1 'W~;rlrrj (.Ef4l MRRK ~ j~AA~S ~o ~~l9~~~~g ~~(G ~ Consulting Engineers, Surveyors, PIOflflers Suite 406 450 Australian AvUlue West Palm Beach. fl33401 305/8330100 REVISleN -,":..0'" / ' "'- -r;t PROJECT NO CHKD. BY 0 O'tJ FB _"_ PG. -. APPAOVED BY PO . p;:. ..,.:,;.--;:;..,~:;:.'.~~;;;"-.,:~.::-'~-=-."'"......""",--~. b to .~ II 11 II II H !j 1 ~ I' ,I 1 ,~ d It !I 'i , I Cr' '." 't e~;c ~ t, ,;-tr " II I 'I . { ,; 'lJ. , f '" ,} 10 OF '7 ~r!',",,' vi' if ~ i ~ I ~<(l,f ~~ ~ ~l ;i: ~. *,q, t' ~ ~j ~ 13'] ~11 ~ ~ ;:kt} ~~ t~l wtj ~ ~t ~1 ~~ I'"~ ~ ~i ~ ~l.1""L i ~t j",. ~'"\ i~ ~ ~t -It;{ :>~ -:~' ~i}' T~'- ~'J:I ~,.... 'i ~~,,- ;;t. ~ ~~>: ~;;}- ~.<:1I ;j,,:y\ ~I r:~~ 1";:'1 ~tJ ~~;1 ,)7-,1 ~%j/ ~"!!j ~" ~~: ~ ~. t,.~..,~,,; '-J;' i~ t~"" ~':'[ ,~~ ~ ~ :g~' ~~"~::' ~f_ ~, 1~ 8h}; i4J ~ 1fi ~~ ~ ':{~' ;~ ~ ~~ ~r:;~ ~ ii" kM :e'" ~~ -,,~ ~;.,~ P~~~:t ~ri )~ !~~,j {.)~ , 11 '.;i~2 , '""1 :;1 ,;:1 :~~!~ \.J ,~ (/:Ja ~j:, ~~~:, ~~ A 11 17" 22 14.5 22 ;.~ -34 2~. '; >" :, 27 Y. 1(. 22. , '" ~~~.~ "',;-;' ~ ~- ~1 7l:...z, ;~t ,1, ~i~ri " l;t: j,:'~":, ~.~:-- ~~: ~~ i'),:!, 11':1, J:\ '" >t_ l " " ~ <c. " d ! J . ..n ~ ,..,.-_'1+ 1""".) 'D'k ~.t;:s;);...::._;c. . ,j >>, .. ~ ':_~",-,...:,-~...".J'--i"" ... '/ I / '!'CP 0" PAVE'NDtT ~ FI~lSH€D ~ / I 'a ~ 1010"---"", ADJUSTABLE YALVE BOX . ~CkEVf rQE' t ~.\HI!S :i lit r ~) APPROVED MC::CH JOINT NOH-RI:ilNO STEM G.\TE VALVE BlOVlf- Oft INSTALLATLQI;! "'" :rrEICAL VALVE SE .T1NG. EDGE OF PAVEMENT -1 I SIi-lGLE, a OOU8LE S:::r.VI':ES CUk~~~ ~. -- (ID.,:;;:=-.o "OI"E--- IVZ- FOR CJU8~ ,- ~ _ _ -.RO.....AI!J~ M' j'sc".a~j'\.-"'>-STD 'kTcR ~ox .. --. ([QlJl r~ TO HCI)SE - Iii:!" l.seH. so PVc. TEE r ;:UR8 JTC~ I,"I~H SUP/F:P rlED BUS:iING P~AN {DOUBLE SERYI~E9Nb!l ,~~ I]L. rURB S }~':==~~nl'1 ME:yrn "OX ~~~ r' 5CH- co :VC._---/ FOR ~1N:;:;LE SERVICE PU\N ( SINGLE SERVICE ONLY) HOrE':: ,-OCATE W.;.TER SEl'!''''':ES 'iO'"FiiOM r:OGE 'JF PAVUtEf~ i- OR VAllH GutteR OR !i_C' Fl~CN WATEq MAn. A:> A"'?L.I~AuU; ECGE OF?;~~~~;:T~UT1'ER,\ i Ty;;~-i A!iPitALT-!,"_~~:~ BA~E--~'-" EDGE Of PAVEMENT "' r np~~A':-1 .. FIMSHED GR::'CE ASPHALT ---'1~~.;;'''It":;;:iYlrl ------~~_r__r BASE~~ : ,PYC 8Eii!) r\ : ~I 1 FUlU"E "!IEH.... . =,.!',d_~~ I :~~~aB~~uPUNC. L .=2_::._~~ - i . ~CUAD ST~P to Dcni SirtAP r,I:IOCU ."\NO I It''u.,,~ITH LOCK.NG "'/NGS I~ EMS MARKER ' ~~~~o~~:~, St~O:!::~~L; n1TU~~1,1~~~ICE TO' j /....r-~~Pvc BEFIt' ;/.'/ '''dfIPl TO aE tAla WITH "'IN 24 "COV!:J.' Si~8M!;A1~ :fJ!7 i~~~;E~~R:ZO~~L~E! RB STU>S SHALL BE PRavl~ED WITH OR EQUAL .1LL ClJRD STOfS S"'.I..L BE PP::IICED WITH APPROHUATELY SI::ED DRllLEn SWIYEl METrR NllTS Ctl'RPO~A"'ION STQP.!... I"SINGLE SERVlC!: I 11,;: 'DOUBlE SERVICE 'l\'ATm I.!AI:.J (3:1" MIN. CO'iER) ~. TtP~C'1l. j ELi::..YAII.PJl I !" ---l SIGE V;r:;W T'fPICL\L FIF\,i;; _HYDR!~NT INSTALLATION PE:RPENDICULA1~ TO MAiN~ PRF.SSt.r.E PIPE - ""Ai"ER SERYICES I Mlt:JMU~ !) ZES fOR r:t~GLE 'iERYICES SHAll e~-: ONE. 'NCH AfIl."l t.4INIMULl SllE FOFl OOUu:"E SERVICES SHALL BE lIe: -1~CH 2_ POL'ETHYLENE rUBIt!IJ. :DR 9. COPPER TUDE ~IZE. WITH AlJpnOPRIATE ....ACK JOINi'" ;nTlfJGS IS ~NLY AUTiHl~IZED FOR SINGLE (r.J.fE..mCH) AND O~tJS~E t I ~.INCH) SER,'ICES. PPE SHA1.'~ fiE CCNTINU""IS WITH ,n"TTINGS FROM CORPORATION STt;? T'1 .:ttRa STOP 3.. C':oPPEr,. TUBING SHALL Bt 7YPF. "1(" ROLL C\.'PP~R. FITTING.. ~HAtL LE OF THE COMPRESSION nPE I PiPE SH;.1.L 3E CQtP'IKUQUS VoITH HO FITT:J1I;S FRl'''' CuRPO~AT.Ot; STOP TO CURe STOP PVC Pipe toND FITTUIGS SHALL BE SCHU.....LE eo f.in;~GS usta .'tITH POl.YETHYLPlF. TUBING SH,\lL BE !;,,-UlPt'":O WIT"I S1AINU.SS STEil STlHrNE~s. /~l~' pvc 5tH 8':; CAP w/3'4' CU'TLEi " _......"....--31-1-' i'Vr. 'i'::H 40 ./ (( U Of( C(lPP!:.R ---. @ ~!~ FINISHE'O GRA1JE 1 \ .;A':E VALVE 'Nl::l nn.,c" J-: -L ~ ~,~~.q:~ LJ -L FINISH GRADE~, Ill" ""~IIW-~.:,"il",..." FiIZ~ CON TAb... TOR S~~.u. p~OV;nf" ,!'d' t-lAROWtl::~ t:' ~~"~~[:Tl~ n~I\~~R~~~~~ CUtta ~....~. ICES Ilha..uOE IN PIP:! PRt':U !'.ERVleE "A Tr.P OF STAKe! TO DE R'l.lN*FD ~~~-1l " \>:ITH BLUE FlOllK€:;CENt "'-INT M!~RKE::R STAKE DETAIL TYPICAL_ FIRE ." _-:\i 31"- CC':Wm "~G TY?t ~l(' --- r..~ SCHftJtL~ 40 PYC 314" ;;ATE \'''LVE HYDRANT SAMPLE TAP r- !I ~i THE o.C.AYATED HOLE FOR TH:i I~STALLATION SHALL BE SACkfllUD TO NATtJRAl Gf.;OU~O AFITR CORPORATION STor HAS BEEN TURNED ON At,O TUBING flDWlt-lG FUlL, HArt'NAL GROuND "', IYPIC~L SAMPLE TAP MARU ~(pJfl\i~~~ <Eo ~~aJ~1]~ljj~L7 ~~Cbo Consulting Enginq~rs. Survevor5. Planners Su;oo 406 450 Rvslrollall flv<:'..nuo Wa!i1: PrJ:m eeadl, Pc 33401 305;833,0100 llATE: APeiL 25,1984 :lWN,OV, (tlliD.O~, F,l1.. P.t>. P.Il. P.o. AEVISIOtJ DATE q I ~t~ :~CA1:F'MENT ",orES, ENCASE SEYUlLHE tF WAT" LNl! OtOss~ C'VERSEW& '~mE WlTHAVEkl'ICAL C~HCt ::1' ~8.OR LLSS. ENCASEJ.tEKTTO~~nHL 10 1'[0 EADt'VJAv OF CROSStNG. 2. 1.!.! Aae ALTERH:'TE. :).0 FtCT OF' DIP YAY nr; SUCSTi 1\;7EO FOR CCNtRET! EHCAS!:L:!:NT 3. '#HEN ~AT2r. WASH PMn..L.ELS 1; SEWER "'AH. A SEPARAnOH OF la' ~H.lJ. L liE w.;,~TAtNED AS A M,t;IUUU. OR '!tATER YA,H SHJ.t.L DE ENCASED. 4. EHCASE PIPELINE Elmo CCNSTrUCTtD IF OEPTH OF COVER IS LESS THAH :SO INCHES- 2!l0C' PS.1. (141".1 CONCRETE TYPICAL PIPE ENCASEMENT " . ~ ........" ....... 1 '~:.::,,~~~//=:~.~~~~;~iiii;:I~~i.~~~~,~T ~':~D TO ClO-:.l,4rt J"~OCTCR DENSITY PfO AASHTO T~99 = I THE totlTRACTOR SHALL 03TAI:1 ALL ~E.:C't!:'5.1A'J ~ERtdt IS t:FORZ ST.'\"in"o wonlC AND NOnFY ~ ["GI"::ERS S OA'I'S PRIOR raTII!; STARr CC't'!TR'JCTIOIt z.. AL PIPE I! 1".3 DE LAID IU A Dn... TRENtH ~ loLL &due" 0:1 OTHER 1JR~n.DLE IolATERt.\L E"CC'lJMTEREO 1M THE TRE!leI4 BOTTOM SHAl1. SE REliOVED ....NO SAtI(FlLLEO WITH COW~eT[D GRAI:l.LAR TO "tU; 10r;,"y_ F1iOC"lM DEh~lTY ~~lr!sJT~~~~~"'Ll as. susr,tITr:) 'ra iHE rlESICENT EHQ;U!ER TE.~TS 10 Br. IN ~CCCflO"lo4CE '" t'l.L 1lAi::.r;JLl Uf~DER FUTUft!. P~\'EO IREAS ":'Q DE Pl..AC~ IN 12- LAYERS ~o CO\lPACTED BY U:';:CHAUleAL JILl"...:! TO IO~% tltNSln SJ AS TO OnE'fOtr FUOUR.E SETTLEUEHT {.. Pt.IJG ALL SEWER LINES l.J.lDECf ~1R'~1~ TO PREVElfT GRQUkD;rATt'R 'LnlTIHfi THRCltI3K CO:JPLnt.tt SECTlo;-,S. 6. ;JIPE !EDOtliG .s~I'\LL ~JFDRlI TO I:!.JTE SHEET OF SIiEET3. NORMAL BEDDING DITCH ....IOTH for h 4 SURFACE RD"UoCENENT s.u OJT .!(VNt'; ___ T.t.:~ COA.' AU. SURFA~5 ! sum-a JOINT ;~::,.~~ AND EDGES I ( ~A\? ClIT :4 :~$1-6' T . ~.~~~ ~E_~L "OTES ~r ! AZ~ACED BASE MS.'a.Rlt.l. ()VER olTet Ot'~~1!.--!...!.LJ ~~RygIHT~(fA~: rHICkNESS OF BASE W,t,fE!'iIAL S!-4Al.1.. BE f1LACED tit 'TWO ~~ THREE lAYE'lS lil!.lD ~ACH LA"fUI n-lOROlJ~HLT ~ou.:.o OR TAMT1m COUPi:l.c. 'non SHAll. BE. :00 "f. (UutJ N:HSITY -'S DnER);UNED OT AASHTJ 1-99 .l'.;rHALT COFl~tTE rAVENEt'T JOINTS 5H.A1..!. at NE:CHAHICltt.1.Y SA,lf!.tl TltE DASE MATERIAL SHAlL. EE A......PRO~ 9'1 n!E PROJECT ENGINEER ~"JRFACE ~:ATERIAL WILL DE a:"SISTAHT VilTIi f;XISTIHa SlIR1"AC:;:, TJlAf'FlC SAFETY Wi) CC:~rR!:t. SV,#lttl SE 1" CC"FORtU~:Cf! ....ITH rHt: tm.-A)RJ.J lol"IUEL OF TRAFfiC CONTROL DE'II,C.:s :'Jl~ THE FD,D.T 3TANDMD SPfCIFlCAT,ON. BAClCFlt.L SHAlL t!: RULAC!:D ____/ It 6'WJ(, LAfEFS' EAf.H UrfER :f~n.~f~~LYI;g~t3'F T9~ cEH.IZ'MlltwI SITY AS' CETERIolINED BY AJ.$lna 1oIE1>>:Xl T.U P!\VEMENT _REP~'\IR DETAIL " z ;~ ,~ ~. A~ ,,~ z~ .,~ ", ~51 1--; ,--J- ,1 '"m: FQ;f F'l.AC04~T OF ... ,Q(FILL oveR PlPE.!.EE 5PEClrlc.1TIOp.jol' NOTE fOR OTHU' FITTINGS. USE m.r....aW- ING DCTORS ll!E 100-/. 49' E!ma 76-4 22~. BEND 39'%. 1I~. SEND ~O.... 3 ~ ? Ill' 2'.11 In'' Ui'=--- ,. ~ i' ~--L. ~--,- ,.;t- . , I ~ ;-I1;'=--- . ~ XI..'!!:.E c:NER '4f IJ..-___ 16 r" [d~ ~;~ f-J : ~30.,!,.---' -"r~ .. .ue~ ""AI.''' ~, ~""~ ~~~ ~~~-~~ T'I) leAL PIT INSTALLATION DETA / FOH SEWAGE ,6.IR VALVE ~ u.s F ~ $3:0 LWlJ.40lL R!N::; 8 DCl.O..E ":i,q APPROlClWATt. TOTA:.. \ltf;~HT 63~ F"C:.."-::S ~ , EACH LETTER TO tiE Z"U::NG. 3/D"'OE'EP. 1f4"'TO ~16-THICK."'~ fUlSH YlITH 1'01' BEAos Z- AU S::ARl'i:i SURFACES 'T"O BE: MACH~NED FRAME a COVER DETAIL PIPE I :~~:~DCK ~P1PE r~~RU~ a.ac~ ~EHARkS <'"' G a SQ, FT ~,B. !O 0 SO FT ...t.LU(S ARE FOR 90- eE~[', 6' 4~ ~l'l..EL..-1 "n- ~... n ~o FT 9ASED ort 2000 PSF S1..FE B: ~ 6 ~~~~Q....a.EL ~~~~~~~CaP t;~DF~I~5.,s I 10 C 0 SO--EL..l.~--I9 0 so ~ 33-~ SAFET'f FACTCR FQR f 12" ~o SO FT 1 ~O-. 98 9 5q fT _ ')THfR SOILS a PRESSURES I 14 l 18 6 SQ FT I 36" : '270 SO FT '"tiE AREA REQUIPEO ts III I l~- f 240 SQ FT , DIRECT PRQPCRTlOff o t.I;N COHCRf:T~ T~IOCNfSS. 0 lPcCHES CONCRETE THRUST BLOCK~ ~"ISH ~:~~~ _'U>.4_' "'"AU.STYD.. SHALL !IE ECli.Al_ .A ~:;'''U( -~::.;;...E;:;:AJtT TO 02C S.Q. !~/LF EACH 'lIrAY, . /- ~) ~~~~~:;::::E!H I rYI .2.QN CEHnR E.AcH flAy /" / it " ,j, --...of . t " BRIOl: R"~9BlE'BtrXDt .....w SU:PE'3A-.'rT r-su:. u.A~E "="1:$ 91EV ~ AHO:~[Rte'WlTH~~~~ -. j , .Plp!"=-=pt~..'5...i.~L O. 'aj ; t!.. 'f'" ~.._----~- ': l AFtC;:';O W\"!"H~f ~ ~: -j--l6.l..-~ ~~ ' " ,,-' '. f .... ". : t : tl.~ -;,-r--, t !!I"~["'E: !:.Ad ,':.AST ~~I' " .. . ~TtGRAL1.T..?It ~LU1 :I -.4.,2 ':N ;.ENfICA E.4C.li tlolT ~tAsT Fttu.r')l:l(EU CCJrt:RO[ SEC'TlC..,. : J(['!'1:O TO LOI:rtR wAUJ f"qEc:sT ::::H.:lttTt "'T'P[ JI: ':EUOIT 4CCiJ ps.t AT "iEPTr';AL !JE"WS, J.HO.IOR TO RESIS.. 'OUTWARD ~IAtJSTS tl.:; SHOWN STANDARD PRECAST MANHOLE 30"bm CO\'tR l'li~ ;1t"" -'-- $:: ~Q.D.O'" Pl~ .,~.., _ ......,t--r.;~\tAll 2:0 VLUS 1.0 '.I!,'fII' ~ t "'-!i "'I.Oh(lIC "ARtI[R H~ y.!" Sl;q<,<;ct '1HAU. :Jf.: .. h "'.<17..' Pl.AC(tlH::R~:CHTIlU.Y\:N"ltRM'W"(R..,.At,.[kCt'[I~ ....to \. "",;,J Sl, HIUAr ~UYIC( ~ARl\:lR;; ~-L BE f.:"1-<U~ ~AG~ nu /ua PtND ~:~ ,~ ~ .,' i ,{;. "ANlfAm' to 2M 00 ~tu t '*$ SA""..un ~"U",(R " '. 'J;( ,<l1~ ~DISTlJROE:G-' . :~1I. ....PtC-'t. f~ All SElf\lI.t5. t..~' 6"'lrY[ BRAP(CH I ~~. ~. ~ .;ROUND ~\.~ '0.'" f:..::\"",r.J ~... ~ ~~'~.. .,. "."!' r--ojU, (~, -+,- '-cONCREi'E" EHCAUUENT (C:t)-t/Q utHD ill '<OTt . EJU:lt "AS~ OOf<lSTlM:'TCli "0 & 'S'I"'..::::r:::orn .:'""H 3,"" =ntE'NT P\.J.MIiI H:LX Ui:l :~""!.=< 2. 'tIIiHER'f VC P IS useD T}4E FAST "''Crt'' ~....'1llTS ~ j:~ AT.l;... ""....Of'!'! .1,,.;) EJ:J'"...[1(t'S ". E.ACJ4 t,t",,,,,,OU ":,:) at A ...... ",~.. OF 2. r:t 'If ..fli;;'" 1 L,n HtUS ~qOt.lQH pqE:01S'''" S'1<'JC"!""d~E ~ P'E1l"I~E::- ~ sa: T[CH"'I~'" SP[C~fjC1r.CHS ~C-R P\..IlC.[loI!XT 5. AU. ::Pf:H'NGS SMAll. BE SE.AU:I 'tll' !H 4 .A~R~ JfOJll. SI4NI!C, ~ ~... 6. A'l:W ~AJi"'El. SMAU Bt ;..:~..oc:~ "iSt[ ~.-cU ...~ ;:qr:" V:'~E!of'" ""~.. J'...-:.5""1lU" ! ,.....:1 ~ 01' WRE UESH A'\E ~!;!:~, .:wE SMA!.L et P:-S'" ':"'EO 3 ;to::''' "''''l %5 =t ~R"~'"t ......0 ONE 3' "R~" r.,t ~1..'iS::E S""~ F", 51"'...E .:.lU( :R e..lJ:tS J.ilE . ~!:: ... "S:"'.~... e:!. P':.U:: AT .~E ~(H':'['R :y 'T'k[ ...al.L a ...au.. q-I.'".F\lrt"zw[lrfT'S AS.":1l OES'GkAn::_ A" &5.64 '1 WoUtHQ.;:.S ~fOFll;t To) UU! c....n I el ..,.,cl.Ua{SEE HOTr \ "~E~ 't;;;h;.-~ iJA'" mLA~;.~A1."7 K~ .JJ. ,,- ~~~~ I I ~ERV'CE CONNeCT!!;'!. ,1 -~It GloIr ~,. ::: ~l;"~~...f lIT! -4.30-:" q tII~..t:' P\.t.I:l, \.'\"'.." SQ41lt;:H _ ' ;-1 -- -~ -..:::-=::.~ ....~ . S!! .,...~ ~- ---.........~.,~ .o'r, .... " I S11. '9'(." ~ -UAX'-- '''l.1>>7 ~~ , ,EE NOTE SHUT OF SEE hOTE SHEET Or SEE "OTt SHUT ~F .- 4'::"':-:'~~F '~EP\"~E ---,_. ,,_. - ----'..', - ::""E:~ :" ::tES, ~ENT:A~ .. 11,0',. ,~It ....... :.. ..[ ~.-":!.:".~ It 9["0 It:.,t:a -4 .'(&~ "'CRf,\$(Fr-l, .._ Sr:E ~-~ ~-:.'--:._;;t.~" S~ ~,J~9~-._~-:-- ,..,,~ -+ ~~: ~ .... .sErWI!:!.UONNECTION FOR DEPTHS OVER 8 Ff..rr ~Ie.l'JDAF3tL_Il:1~.~C~~"i~,~ DE:J8!h THIS DRAWING NOT VALID UNLESS SEALED WITH EM GOSSEO !;EAL AP??OVlt1:l DY, / \ ",- 5:'h'ilf seQV:CE :~'''''Ecnc~ ~CqES:E\';.:.A~ - WATER AND SEWER SYSTEM DE'fAILS FIRST AME'PiicAN. BANK OFf]CE B\Jnl[)n~G S~llt: /l(q,Altf PI:O.IKT r.:a.: SR;-n 1:0.: 4 OF: '7 BOVN'rON BEACH FMt:t>,: FLORIDA v .. if II II Ii 1\ II !, :j I, I r:-- (..,. ,.r t Olin K , '..~"t:l' il :, " , . f;?" i\ '''...." 11_;1 }, { .7 I- J' ""';7::' ,.', ~~ o,~ (,) I, ~,,~~ / ( f t. ~ ,<, 7 ) , ~' l t r r I 8l.r x 11 .' 1- It . t " '" 17 x 22 14.5 ~ ;n ~ ~ " 22 :t 34 :!2 > I) '. , , X 3fl t'\ -') ~"" :J7 :,. "J;>" 2~. l "',,- !.,4- .I~" t () ~ it' iI 1', II _"P<'>>'''"-''_"''~'''_~~~~'' ~\ :'." (".~_ ~\ 11 ~~ 0 \"'/1 ", 'Ii'?; \1 ""'r' D~ "0 .j MARK t- .," \. .':.12'';''}! t. s[.'~rE '''r. "'~R! Th" t:Jrk. t,t to ;C!d"r"-t'j i,)v the C~":'ltn::" '1:' !1'1>:b!l'-' hrnio;;hln'l l;~ "'_,tct!11'lo :.1!;:t. e":Jls. c,:ulr::oent. vater, 11i!:\~. ~:"~fr. tr.J:1lltl"rt,n(r'l. sur~rl!1(~'r._:'-'.1CC. te~t','r-lr-: CCIlotru;:tl:Jn ,-i. C\lL'ry '1.Jtt.'ttL J.:td .111 ,J1,.'1l!C' f>~r':l,'C~ JTl'.l f.l'~illUl'''J 'f (!':CrT "leure lolhl1t:;,'ever ;>o!ce'5!1i1t'V to J::".Uf".. ccnatrutt. \;l-'~lQ!"~. Jt"i!.er ,]n.! r~l(:t' 1" "pl.!r1~t-;:1 the r~o~ect "'8 s'h~ ~'1 the ;,t3vlnl!J o:1l',j/.1T a~ ~lI.'!reln :.e~l'r'ltcJ 'r :,"('I~1flcj. All ",,[1: sh;U be i'l lCCf-!:"!"!'1~a ""tH: tt'e Dr~\l'l:lIl."1 .:l~ll !;pecl'~~.)tl,"I'l. :.. EXISI:::XG STRt:i.;T...'RES A::!J l-:ILIT!ES ,1, n,e ;:"ntr.:lctor shill pr,lvlde !.:cll1t~e,; t~d hi!" re'ipms'il:-!e Il'!' t~c proter,;i'~ f .111 stl:'Uctcn'<:. buildings .1nJ utt:':.riC's. 'J:l.!cr~r.'und. ,'r. 0;:!1;' ~ud.1'::c :,t o1"",':e gnlund aq,:JIn.;t tr~~.<;hlnl':. .!ev.1tcf'lnl;. ,1r 1:1\' ,It'1cr .1r:t1'.'1tv r"""ecte~ \11th the l.iMk thruulI;t;:'.lt tho c'1tlre ttce at' t"{' ?rnlec:r. b. !::11orgr~un~ ~u:t'tit:ture!l and utihtles sh,1lo1n o!'l d.c [!raw1nt;:s ,nc 3."c~r!in~ to the be!;!t a.;;tilable if1!or:::.:u:icn. but it !i~11 be ':he Ccnt't'octvr's 't'e~i'<;1n!Jl'l1l1ty t~ acqu:lInt hi::l.selt' vtth all inf.::lr.:l.'lti.,n ilnd to 3v<l11 ccnfl;i.r::ts \lith ~'l!.i.:;tl~.. :"nd!- tiono:. C:ntractor shaH f)r::ltec~ .1n;:! preserve .111 el':1!;ting .1b<)v~ j.):rou!'d .1n1 i.\~d.er. g':;)unJ st~cturos and utilities. \.;llere sut::h Stro:tutea .:l~d ut1l1tl,!s uc dhturbd ..lr dn.1~ed 10. the ptOScl;.utlon of tl1e "'Llrk. theY .,h~ll bf rcra;;'t,d l-:=ldhteh in co.nfor::unce with ~es[ st3ndard practice to the 3ppr....v3l elf the "'mer of ttle ..!:l!":3R..',j ..tructur! -:It utility. c, ShoulJ the Uark require repai;,s. ch:1n~es l'lr codif1CAtl:..ns 'f tl';e {'vrler''J u';i1itieo ..n vell a.J other utilltleo. Ie sh~ll t1e the res\'lonsibHitv ,f t!1C' C,'ntrll::t::lr t" pro~il!e f,1r the e.310t,,0,lnte o~ c~nt1."1.u:,u~ wacer. s~W'all:e. f!lel:.f1dc, teleph,'t'c .1"'.\ othe~ utility se.rvices to .1.11 pre!lf"ot t::'J:ltJ~et!l, of $ut::h utlUt1e5. unless ap,r'w3l 1'1 wr'ltio.S t. ,.ecured ftc':l the ,1ppl1l:.3.!:Ile utlUty cc~pan" oCr Jvncr fo-:r lnterruptit::1. of ..ut::h scu.vlc.... d. It shill!. ,e the Contractor's responsibllt.ty tC' t:"'o.t3.ct 411 ..:Vl.ers (electric p['vcr ':eepl1nY. tt11~phone cc::pany. etc.) lJf a str..;.ct'lres or ut11it1ea .1.b'lV~ r.roonJ. un the gl:"cund. o~ belO\l the ground \lith~', th~ Project area so that: said JIo"'TIers t::.J.'J stnke or othervbe ~rk. ot" protect their f3clHties. ). HAI!rrENA.'.CE OF 'tRAITI;:: a. I~ t'le Ccntractor's use l)f streets ar.d highvav1i f,r the \l....tk to be dcne un:!er thit; Project. he sho.ll c:cnforn to all Munidpal. C. unt.... State and Fe:1ernl la\ls _a.~d re;l:u- 1atio~s as applicable, The C~ntroctor shnll pr"viJe, erect and o:Ilntain cHecti,..! bl!rrlc:ade:o danger signals and signs on all interceptej streets Jr hlg.hwavs for protection of the \lork. dud safety of the pu1:Jl1c. All barric:acl.:!s or oLstruetlcns \lhich encre ncb 011 or are adjacent to the public -:-lJ1hts of lO"ay st,all be ptovlded with llt;hts wlc:h shall be llltcinated at all tbe!l bet\leen sunset Ilnd suor1=-e. l'he Contra::tor shall be resp:n51ble for aU datulIeS resultinQ; frt'I'\ i1ny neglect "I;' !allure to el!t't;. these requlre:::;.'!nts o!ond "'~ete conditions requ1re ehe prl!sence ,)f .1 watc~n t:) fuHill the rcquireeents st3tc:d herein. saee sh.:l1 tic funisht>d bv t~e ':cntr3ctor. b. the Ccntract:Jr sball arun8a his Work to cause olnic:n disturbance: -(]f !1r'~..al ~edes- trun and vehlculFt' traffic and ",111 ba held responsible for provldln't; 5ultablc ;.:eans .lr access to all t:ublic and private pnpettles durlnK all staRes of the cnMtructinn, If it becc::es necellSary [0 blcck oEi .U1 entire street to vehicular tr,'1f!ic 1url~p; cc:nstroctil:m. the Ccntrl1ctor l:Ust conta::t the Engineer far at!Pt~"'.:I.l prl~r tn. cn~- pleteh bll:lcking df the street. c. !'b.l.'unat\ce "c Tta€flc $ollaU be in accor:1.1nce \lith S('ctL::n 10~ ]f the Fl~tid.. Oeparteent of Transportation Standard Specil'lC:~,"1,",'l!S t..r RO.'3d l'1d Brld~c c ,~- structlon, 1981 EditIon. except all the cost!.. t.)r !oldntenan.:c _,r rralftc sl'311 be Ifll:lujed 1n the prices. for the <lther pay tuO;s \lhh;h ,:ate included tn the Pr....~ect. It. F1ELD OBSERVATto!:S ~nty-four (24).ho'.Ir notifIcatIon to the EngIneer by the C..'ntrac,:;}t shall be 1"cq1Jlre.3 for all soocified field observations. unless otherviSe noted, s. GRADES. DlHESSICSS M"O EtEVATtnSS ~.'ades shovn are !lnish.e:1 Rrades. wr'itten dieensl("i'ls shall have prefl.'rcmce 'vel' scaled dIu:m.Di.Jns and all elev.#tIcns ate baaed on Saticnal r.euJet1c \'t>ttic.'11 D.nl1."\ {~.G. V .J.). ~.mE AU tests and analyses, whic:h are .:allcd (or 1n the 5PEC:rtC.\':'lC~;S 'In,F,'r :Juvi....s to be tlerf~r::c3 by .10 Independent Testlnll. u':."Jt'l1totY. sh;tl1 t::e at t".(' C<,:ntt'::I\':t,t' , cJtpence. -:', CJ~;SrR~',-::r: J'j ~l'.u::I";:' 'htner s"'.:ta prC',Ttdc al~ : .n~tr:.:ct1.'n suklnlt \iMt'h in '":.15 ;'l_~i=C..!(''tf 1r. or:t>c~1';.,,lr: t" enable t".e C.1'!tr.:lct~r t. rr!lC"l!cd \lith ft./;' \,",tk undeT t!'l1~ pr 'e_t, :':,":1tr,1ct:'r ,!1:'l~: t:lke neCC':!I3t'V preC"autl"n5 t J pr;}tect .1:-11 pre'!>ctve: [t.e est.1b11!>h('d r(!f('re~.c(> ~'11nh. O\;!.!1t1J!'\;t] c,mlj,ttu;:tj,.~l1 !It.3lC1ng tC~Ultilj :kc t t~,f' ~Il;i:-~rc ,': P,p r..~,tta'tcr rC) too.... tc.:t 4:1::1 ,resefVe ;!iC! clit.1bHshe::1 re(('rl'!1u" r '1ntI1. ,,. ,,1:; ,. 1, ~_c hv t~IC t:1"-inh't" ,"1; rl1e C..ntrtl.;:t. t''G ~..t'erHle, q.~~ ?:'l\~ent f.t tl~e 'oI,-'rll: rf"....lreJ bv thl ~~IlW'lnllg a~.j t!:eSt> ;.o:-:c~1(1l..t11'1~ \I..tl be "':de :J.~!er tl:e \"_lrl, U'. ;J1V 1tl.':";~~ i.1"::'..I~ell ~Lc Pr '::"'1::a4. .\11 ,;:~'Jt'.. ~f cle.!ltt:1~ .]\"'1 ~r'~:h1'jt; f';r t;UCO '11"1' r':.,';.:'I".t'-< .!:.111 ':Jc il'tl'~~e! t:l t~.t' .;It-ral;'t1T'... '_'nt:-aet !:,..-;< '-::.i0 pr1(c !-;r ,!c::ul!"1: 1:1d ~'ri.I'!)J.n.... Ai! .::sts (,lr carth1ol-,tk f"'~c:]...~tina. !UH~~. f"".;:": __., "fl'i ,. +:!'1.H:1.J:', f'~~ .,l-,J!1 !:e If!e!.udet! 1'1 tM Ct.!'1t13't,:;r'~ C ,:nract '.:.~1t t11"1,'{' . , ';:,C l;l'~t. !'1'1~:(! a~''''!;. !l:]'Il1.. !~f p.!l'..~...ela sh.ZI!l !:e a":U1.1 o:u:Inttt'! ~1.'Jrcl .'t'twf'e., 'r'!'Il:i"131 :l!';'] !ln3~ ,r ~C!,t:':m~ .2nd ~1,all ~e f:Jll "'n.'!'sll;ticn hr 3n .. 'ne ~....,' '1...('" 1!'r t.,e 1~""tl:'R r1J cart!Wl ril: f'l'r ~"tt,; Pr "f';t \:1 ;n<;tn tt1V,j~'J('j I" ~1,C" 'ute r-tt';'3";,tl,_'1 ..tT~ "'~!"!~w,r" r :~:t. .l!".('", 1"': .tr'.,t~~f'~. ,!-.1"! '-t' l!'.r:'~!eJ 11'1: rl.... )l"1tr.1~t r',. Jr:l!: ...-. ,:,,-,;'" :l'~.c'" l"; .r .tr';' t ,~" l~ "~:i! .l1'J:('. ;:. ",~'j ~ r ~;' l~ .''l'1J!'1I. ,. r','.1~~~V".l .'" : " -n.r:~ r '. \ ,,,", . '.f' P. : j ~ f.' ., . '-!'1" ~...' 1!" -I.' + REVISION DATE Ii,: <d' ~ (;; ,~~J o ~--=' n, "?"",, ~'\ /t&.~ ;;,;'&'4 '"r, \~'-f;::~1 \i ~) ~\ ~j~., ;,Y;. -,"J'/\';'" ... ~;rE :'R_~r!..f~~,~,:.:;..-.-'~1~t""'?1< 1. ~~_~-!..~fl!, ,:,H~tr.'1tt~r ,,1111!. 1~ t~(l ext'.Lt1:l~ -;-h:.":'1c:,J! .;: ';111t1.n ,'f the Pr,'!cer o1rC3 IlUr.:>ntll. clc3r 4rd gtub t, re":""'e "t:J-;:". t,'"'rs. tn'c',. .'(','('t.1.1:1,'n. ,lfIl:1,:1.: "r.;1te:lal. ('xl>>t1n~ ~;~:;~;;. ~n~f ~~:~~t~~f~~t~~~~ .:;~ .1;::~': 1~~;C~~;,~~$c:~t~:~t~; '~~~~ t l~!~~~~~~~d 't~~ t:: 1n<.:cu,;uv t" :-or,".'1:1.' '.\lffl~tc:lt >l"rk UC.:l. ~I'Ctl<t .and .Jther ;b'..<;:r!J nL't'lIl the Imit:; .,F tllO .....tlt "'~,1..h !!.u',t l,e n-_lVc.l. ~'J;.l~ '-,(' dc"o bv tlle o..:.ntr1.,.t:"r. but 1;;11.111 rmt" be !, ~e lo~,en elf;tUdt:v l.: 11:('J L' 01: t('~'..e.1 '11 Ho:> Dr.2vil'k'l. ;.Ir '01-1 tfter r1rlt teteiJ'i!1~ t'-1o E:1dl'lcer's .'t1:r"-','::ll. 1\". C!'I',t:'I.: 1'-"3_5 <;h1U toe (lot b,l.:k I;''' hel'\l' h,lttvo'f b3se !'It r~,1.:",..':q. +. ~~~3.r~ _1, :r.e ~:,.tltr,'1ct.:'!r ..1'.11! t'e:'~--'"'"I ":h~' Cllt:::SV3r1,'n 'f "-ll ..u~:",tam'ei'l) e.\cf'untl'lreJ tc ~bc!1'lt~n!) ,1:'1d Je;Jtr'l '5h~,\l!1 ,1"\ tl:t. rr""11'1i:~ 4:;J. ~t 3" <<reclfitd herein. It 3S a;:prt'J"ed (w t.;", .,r.YiT\eer. ~t...rl.:11 ~ult,Jbh~ Hlr t_.:lckfiQ 'i11:tl! tole qt"CkpU"d lIear the Eite. Rs.._ Jebrig ,r 'tf:~'r ~..ateri3: l1:-de:>-it..~I~' f'r b,1L""fl.f11' 5hs~~ be <Jl!lp,'s..:i;Jf bv the ;'. Itr~"~::o," 1!1 'lFert!leJ .f"!'eln. ", .."'1aon "'-3S'1!'1f"V .,r ~:mctete Stt'OJt!tlre 'il-3L torJ.t ~n an ('lU''1\:3ted :.ut"!.:Ice othe^:' th:ln :~.~.. ;..:r~~;,:~ ~:~I1~~:a;i ~~e [~~~:~~~>! a~:;~r~;~t~~"~~~n~:~ i~~t~~~,,~f s~~; 1 e~~~v~~t~~,je 'l:':ti:~ ~'Jll~ f,ef.,re the ~"'OIU"',' cJr C';ln~rete ! Jur.Jatl"" is t_~ be! place!. \>,or'~ trt'~che5 <;~all be exo..:::'J'3ted tl' ,{I!p:th ,19 IIhC;VT1 .~n eho DrZl\lln~~, ~f over-eXta" .....tI..::-. ::J':curs, ZIt the Conttaetor's elCp('ns'l a laver of <;;;ncrete 0'1:' fl.~c crullh'ld rack anj .::~'e?;:('tcd couse n3n:l. as 3PPN~'cd by the Engineer uhalt f:le pbtr,;I to secure a f in:!. ~.-;un-!Ilth'n fer o::htl" !','\Ier 1ne~th1rd;::af the pipe, !. tref,:;:h \li.it!IS r.hall nJt c:oIceed Vielt'l$ Jet31l('d co. the lll'3wln;lI. The I13xlr:U1':l width )f the trc!"t::h .1.t t':e tep ::t the pipe shall nat be Rz:e3tCt than 1 feet c~tO than the n"::lI~3.1 1i3:--eter of ttle pip", ul11es!i 4Jthez:vlsc s?cc1tlcd. If thb rl.1Jl.1C',l!:1 is exceeded. it sh.11: be the C<lntractor's respar.llIt-!.li~v to pt::lvi1e .11CljtTllte 5UpfI.:lrt (Cf!m:z:ete ct'dlc ...r crushed rock an:! eaepactcd ..:;.:Ir'.:e s:l11d) at .he l.!C.3tt"l1 ",f the trench \lidth ,'vac exca...ation, e. the r; ':itr;l.t::t;,1r s~311 keep pipe laving "perations an .:.l.lse t' the ell:ca'Jatian ..10 ,;"r,'1ct 1",11 ~l~ring thl.' pr{l~ccutLn "f the tJcrk. ., !f t-.k ic> f!nc':'.J.ntcred 3':. fcu."1.d.1tiCll <l,r.1:le ar .1 ":.i15("'n~ ~r c: :rtCtcte stt'UC'tute. t\'e t.'tlt t>"l\'t'I1t.'.1t1~n shall be d,me 1n such :::.::a.nner 35 to alL:\I the ""lid r1ek to he elq:cscJ l~.d ',\11.11 be rrepareJ if! hJrl::cnul beds f.or teeni')in!; the '"!ascnry -ot Cl;nc:rete. All ~"'):Hl a1;,j J1sintc~r_1tcd pck ~1r thin stra.ta shall be r(':':l:':eJ. R~ots shail !:e .;ut b.1ck t l 1:" !Je1,-v f 'undltbn Itr3:le. ~. "f- !,~,'k. h cn::c~ntetl.'i a!" tt-,e llt'a.:le lIne 1Jf pipe line. t!>r< r.:lck !;Il-_aU be rc::aver! 5"" tt1'1": tst n.:l r:.1ce vi11 It be cl"Set than Ii lnche~ to ~e ~inishcd pipe line, After t:lte eJl"~a"'atl_':j :!l c~~lcte1, 3 bed of sclected b..,Jr.t"hl 'c:::rarse 9.'1n.-l and fbe C't'Usr....::l tOCk) at least 6 Ir."~f'5 :!eep. s~dl be pl.1ced and tl1q:ed 10 the bOt[('!:l ot the trent':1 11ld the pipe placed en this f 111. Rn::t9 shalt be \;Ut b3.:k t~ I;:" belc\I f,-undaticn ~t::a!e. ". :ll'-OilterInll; - TIle ';cntr.!lt::t:.1r 5"311 tc:::;;!ve llt hls cXl'l'mSe. JV a \lellpnlnt !lyste::! 11;' )ther t".c:l1"15 ;;.ppro\'cd bv t.l1e Ensineer, any \later accu:::ubtej In 1'1".e trenc:h and/..:r gtrurturc eXCBV.1t1Jn And keep the exc.'1V,'ltion JC-\l3tcred 11nt11 the bedd1ng is c;:''''Ple!"e. Th~s shall be' dcr.e i~ ,1 ~\'Iner so 8S to not create! 3':'1V !':uiS:1nt::e to ad la.-ent pr<,pertv 'lr pUblic: thotoul(htare. In nry c,Sse shall the pi;:e line being in!lt:1UeJ be used as Jtnins f~r such vater, ':<'nt't'actor sh.1ll eeet .all lava. cedes. Clrdinances and ~"'V- et'!\t!:Cnt rcg'.Jll1ticn!l. vl1en de-vaterim;. i. Bta:.ir!'-': al'ld Slh1rinR - th~ ermtroctor llh311 do. It his expense. ..11 lJr.1cing. sheetln~ and Dhori:!;; nel:eSllary to perfom and pr:)te~t .111 ex:::avations as indIcated on the Drawings. ;1S 't'equ1.ted fl~r safety. (lr In 4ccordance vith ~;)vernin!l' l..1vs, All sheet in!; shall be reeoved bv th.e ":...ntr.1ct:,r during b:lckfitl1!1K cperlltlon'.l C!ltccpt as 'lthcrvtse noted herein ':Jr IIppruvej bv t~.e Eng1m.er. RccovZlI >Jf bracl!'\R. 'iheetl'1lt and $hl"1dnlt 'lhall be dune t.n $";,lch .1 ~_J'm.er jS not to dt.sturb th.' cJ::lp:ctej \lurK'!. l.11enever bt3l"inR. nt sh,'rln~ t., ;lrlvcn t" 3 depth J:Je1N t!'p 'f thp pi-pc t>lev't!"n. thu f.Llrt1oll ,"lr the Sheeting bel.;w the t"p <;f tt1e ptpe Sh311 "at bt" hsturte,' ~r re:lnved. Whenever br.ao;:l~u~ .'r ~ht'etlnR. is driven f;,r pr,-.t('t::'ti.m If trl':"\t:!1 V311S I,:, .1 vater~bt>,nil1g 5....11. ,",1 fClrt1.;m "r such ',heet1ng '(;hall be tl'!!::we.:1 br.LN eltlst1~R ",ro'Jna w3ter table level un1ess Llthenrise at-;1r;ve1 t'!le F.'H:.1N'er. ~. '':I"!'1>Jtt;lb1e FL'jJ:1:!at1c1n !l~ <.::3:>0 the ",1t~ ~ond1ti,'n" cnt:"'ntered 3t 1I.f'.J:!e line -"r ~ht! plp,- tl'e,'ch rr 9tr.J';t'Jt'e elt~::avatiGn lIrc t~Uf1.d :0 ~""' u!'l'_.l1t.1blt!. tht' E!1Rinc.er ,,}-,:tll ,1tipt?ve the .:~_3t'''ctet "f tlle f.)Und::ath1l19 t,'1 b.. .'"n'ltnscted toll .~he '~iJntraetor. ir.. ."1~ (')t[','1'.':1tl(ln f.,u;\~,ltt,_'l, ue ,ub;C',t t'l ~h~J !,,<!t'"..I"lltl.':'O l!lr',l u.pr 1J.3!!lv H,c F;:-l.\H:cer p'l'r t'J :,l'!t~.; :'i11'l'c r t:::l~trtJ<r1n,; t""-t'H'l'. n,A:;!L:l~~'<.::A'''o\'tl~'i " All ..tr:;~L.rcs. pipe :1:I(!S ll1J ~,'l~'t'. .'1:'11 t.r.er C '1. ,t::".:,'!t '~I '-J'll: "t! f;u~,jel '" t, ~if'lJ ,~b~,('r'''U.ld; h'J E:l111~'pc. prl"r t, b:>;:ktt:~..~Of tJ ~.l~'kft:lln" ..t,lll ~e L:1f' wtth a;,,,trwc.J \""--3tl'tl>11, ~rl'e !",'e 1afl!:(' 1,'Jr.. t . k:.. 'rg,1n1' e.3terla. .r t'l~.t 1'",tr3T'.e-,'..IS ':UtetiJ!. 11.1, k.;,!a~;~ It!'U,-t-.f(> ~. ..:'\'.ler ,t"'l' t..h ,.. ... ':''', 1:' ;~:-:'. :l ,j .' .'-\, ";:(1,;'-,::1 :t'r.'lltv 1 ~;.Jni> ""'. ..r;1t.. 'fl' . l'~ '" .1' ~ ,~; ':t' ; lit" 1n ~"t~ . ,; :.:!-. .. ~;:l:tl'j t k ,.t .. ~. 'l'r'"l'"f!' ;'\A_',~7' .... ~nj nl;ut'rl t ("',C('.Hl'lt "1>' .-. [~111;' <'1""('nt ,,:'1,~~,:: ":..lHrl1! .tl"'" J'.,'l!~'" ,"J~ -or .t 1'1:- t" ,~. i !.. t "'.. r ~ ~ t >',1~: r:u.tCl-;"'; n,.lt.i ~~'{' ; lor.' ,,~.; .'.t'. .'1 -l ~". ,: ~ .. ! l":::e: .;..t;: '-'1" t t ... l' ,'l! 1 ,t t.: "_"'11.. 1'1! IH.t'..! ,: ."J f. - '" ... I_ ..'~," .. !'.h.' L 1 : ',. t' "1." ,".: "r' t'I'-:J,..I(>!" "C' ~:l')(!C~ \>'1:: './, \'(~ 1 .:~ :~'., ~,-I,t. ~'" ~; ',,:I't .. '"r-,!I"~,.11:'1 ~.i'1-:-'; !"'1',~ r!o'~' 1 ','r "~,, .'.t -1111';- ;'-~lIitJ ;~~"r"l~:,": '\'-r<, '/, :(',11 ""~~"'" " .,'It,.. ,1.'~ 't'. e.... :~U1:c,1 it ;;'tl " ".',,, " l' ~(RllMU~~ ~o ~~~(UJ~(12J(UJ~u ~~~o Consulting Engineers, Surveyors, Planners Suite 4Of> 450 Australian Avenue West Palm Beach. Fl33401 305/:)33.0100 e. ~l!rcl the c:l:kCUl Ues vHhln oJ rt'3dw~" 1I'JblJ,r~;!e. the !lub~r~dC' o:ttk!1ll 'jl'l;111 be co::::p.'1t'ted tll .:1 denaa... (1()t 'cas '''111 to', J ;-tlrccnt ,'f t'"lC t'".;t~:1.~ ;!.:n'l1t.. aD ;!ett!r- cinl!d by .\ASlfI"'J T~9... 4.~ Tho ("ortnc:::;:r !lh.111 red "1M lti I1Crelliury ttJU:3'.-.:tt1cn. f11l1~,'t 11ld e.1nhV-lrk 'peraticno to ~r"dc t~o Poie'ct $lte 1n it "oat .gnd unU.Jte ,-.:rtd1t1;m ;0 .1'3 t~ ('""r,,~ '":' th~' ;;r:.dett detailed :m the t'rav{"q,. l! gud.u are ",jt IIrc.::iUe'J, uaHn;:- ~h.1tt b:- 'j ."t! In '1 nC:l!; 3.0.1 ul\ifort:l C('ml1tI.;n tn tM gr.l~.t \ohlr~ w.rl!' cxSsti!1t1; ;or1;:r t;l ..:-,r.,tnlr-tit;"_: ."11 nrD-ding c:'..lllt be ac(;apt,:tJle to. ":1">11 Cnq:ineltr. It Is the r;'esp"m_llibl1itv of rht! j:,\ntr.'~r~,)r 1:'<'> ~jJl' ';Ut'll c,,~.C~:ltI,'n ~, tt11: 5;,te cf the l.iotk. all' c.::ay bill m,.t'tHI1I3t"f t~ In!'~ !111l1!l"lf t t~e IIJltl"~~ :;"~t!r \ll-lc!1 tkfl' Wotk 15 to. be ~orf,~rr,fl.j. S. cr!fi'ArTIO!i n. In r'::!3d\lay and. bulldin~ 113:1 fut lOecti'~nll. tile e::'!'!<1t1r.elit "''"!ill J:Je C:t"p3CtCJ t., 1 density nClt less th.3.r zen ;'crt'ent j~f the "Ildl!'JJ:1 !enait.... l'1 !etet'l"\lne'J !w .U$f!!f, T-99. !:to tn road\la.... and buUd~i~g pa.. cut s~cti mil .,n1 e"ht 101<: ~et.t ~"TH'lo the 'l~!,e'l" ""eo {1~ foat ,)f the. unJ-j,,,tutbe:1 s.b~t.dQ ah.;11~.. (;'1::'ir,1ctej t.' 1 {ell'iltv n-'t ~(,Mi th.'1n too t:erccnt "~ t.hc -e.nlt=tl:ll den',ltv <11> .!eternirre:t1 bv ;\.\:;lil'(' !..1;9. c. All subgrade dtstutbed duting ecnstructl:<n slull be C,'e;l3crcd tJ !'''!".Slt',I" n~t less than 1/JO percent ,,( tn"l c.toxlt::u::; denltlt... .IS detemlne..1 b'l ,'..;\SJr,' r,:j14. 6. DtSPflSAL OF E:(C.\VATE1J H.\T'""LAIALS A."1l DEBRIS All ex('avated euth not required (or backfill sh:t11 be 9t.:'~kolled ill areu desig- nated t>y ;:he EnqIneer. adjacent to. the Pt"nject. AU "th.er dellris. P:ltJo htll1tds. broken pipe. etc. sbll be hauled tLJ -1 leqal disp05:tl site at the Cf'ntr.ttr"t"s erpensl!. 7.~ Hackfitl Jcnsity tests I!3h.aU be pedomcd by :In independe:'It te9.,;:lnl! lab:l't'at~rv. These teats shall be :"-1.de at locations t" be deter.!'lned in file !Ielj bv the Et'lII.1nee!", Three (J) copies ':)f Test RepLJrts shall be sub:litted bv th~ l.1b,'r_3t.:'tv dltt!ctlv t.:l cho! EngIneer f.Jr 3ppr.:waLo ". rRE\'lJ:rrIO~I. Cm.U_OL ^",-n AB..\T~!E~:r ')F t:::WSIC!: .\!>!) "-.\nR~~ Ccmtt'tsctar r>h311 pr"vI..!e f:lr .:lnd be to'(lpcnslbl'1 fllt' tho' ~re\'efltLm. cc:\tr'~: art! ab1te- cent oJ( erasion .:l.nJ v.3tet pollutlcn until c:::plet1cn :.~f o::he PtO'~c:t, t:"r'ltrac:t.;r 5h311 provide 311 te=p:lrary ot05i.:n C'ont't'~1 !eatures nel.'essat": to ;;'f'event. c '"trrot and o.batc ernsi:J.n .and \I.lter pollutiJn. D:.lrlng the c~nlltt'1c:rI=-n .:f tho Pn~c,..t, th.. ~,'ntr.1::t(lr sJ".all C'c::ply \lith the Yator -Qualitv Stand.uds '-,f the State .~f Fl,'rlJ.l. The ":~ntra::'tor 15 >:3utioned tholt durin; the executIon of tM Ppjet::t. c::reati\'fl -Jf t!Jtb:.;H.tv in ~xt::e5~ "f 511 jacks~n Cnits {el!ll$l.lreJ 1; .lc:otdance wlth th,e TIep.art::cnt J! e:wlt '-:=ant3l ReRu.~ lnt1o:n's technic.3l ::.ecor,lnk:=l ;'~..'I ..b....,<;e the backl!:r,~u~;i le\'el 1rnJ,' ,r 1in:ctlv Jt 1:'1~ dlrec:tlv af!ecting the o.IlIter ~'J31it..- 1~ t!;t! V3ters uf the St.:lte i:~ surn 1 -.1I'.ner :15 t.' ex~ee:1 the lblt:trli.'lll!. M the ,;;ol~C':e.,tr3tl.Jn Ilt var1cous '-:ollltitut'ots f,'r ~4t::h "..::ater ="9 preser1bM in Ch:lpter l'~ i. r'!T'rtda A<.ioinistr3tive '::,-de. is ;\ '..I"~3tt,l~. ~i ~re water ':U31itV 'itandatd:l .:It tb;o :::"1te l!!' Fh'rUts. C"ntr.ac[;'r ~hal~ ~cet arod !::e- r-e!lp,",,""1b~c f~r the rt"luireeent.!l L'f :111 3rplh::.1ble Ri'lVez:nlnR at:t',,;cieg rCluu':!ll1l:1; prt:'\"ent1~", ~~ntr;)l .1.~j "~at('~ent ",f er~gl,~Tl. ard water f1C'll1'lLlcn. C. PAmTf:' A...'1J STflt't"nllES 1. PAV1~;~ ::I. Dl=en"'lJ!\1l - Ilidth. thl~k';\e!ls and tvre 'If 3sphl1lt t',)\'cee"it. !-;\'It' . "Ii: -r ,)~d 5t.:l~ ~bgr:lJe sh:l.ll be RS show (In the strl:~t S~:: lOng tTl.1:.4'..d.....1 .,. t'"le ~'nvl!'!o:t5. b. A<iph.1:t PaVl'-Rnt. Sh311 confomwith :l.~;>11.;.lb1c 1"...~,,1t~!""":lt'l. .:atf>...1 ' l"'~ . . 9tructi,'n ~....th:Jds e5t,lblhhc'.l in F1oJrt!.i DOT St.:l,-'.!u-1 ~.rctU1::lt:.":>'>. Ifl82.el11fil:l!l. .as hereinat ter Indicated: II Scctlcm 31}i) P1"i;:;e an.! T.ol"k :',-:'It!l !.~r P;,]l'ie c;urses ~) Sectl,:I! 310 .. Bitu=lin~us <j'ltf,]ce "treateent )) Sect1,~n 320 ~ Hl."t Blt1J::!lnJus M1Jl.tures Ph1'lt. !-'.'t!10J:<; .!l, r~;dr-::r-:ct 4) Se.r.1..'n )10 _ H"t Btt~.,.lTl.~U'l 'ihturc-$ ~ ';l':,cra: ,; "1.<1t"".t::r1,'" itc~...1t("':"t'I!~ ';;) Sec:tlen nl ~ Tvpe S-.i A:.o;lhl11tic C'.1nct'('te 6} Secr.1:,n ))~ ... typt! It ,\sph.11tl1' C_:n.crete .1 O:;cct1,::l 3'11 - r''-':ll! po _\'i,;h,.11tl.: l:,";cr~te -. ~~;:c:i{.~;';b~~:: ;'.~ ~~~~ ~~~ 1~:~';~ :~r ~~~;:~~~ ~;t~~',~\l~;~. ~j~~.'l ~ ~,':: :,~;~~. RB'L eJiti ":,~.. l.:'ft"1fllftt'r 1!'l ~h~t('J; 1) '>t"ctt,,:'!, ,'" I I .~t'r".'k 1'11',1' .:1 edl-n R.w-rlc~1'1": ; 1-.(.t_"-k t.l'le 1, 'i<,rti'~ :":fl :;\Ut'H'\>l l\\,l' ~-;'lld:'1:Ht: ':.1~ ~,: 1\ ",1-,<' 41 Sl'al,-'~ .:':.:) ~;1.ctH 8.1'.1.' :.j ':;eni,'!'! +!l'1 A<J"1'ha!t n..t ,( t.:"...r!>~ d. Stl:tbllt~cd Su~~l'::I!;e ;)~:;'lll ._;:If_'r.:J v1t~. If':,1t.-1t'~... te,;ulr~:!:"":':f"t. -.1Ht1_,b. llfBi~:~~~~\~;~~~~~:;t:; ~~~,~;~~~~~..1 t:1 :"1,'riJ,1 :It'T <;t.ll~,13r,' ',;>~. lf i' HI, 1'.. Il S~c.t1cn 11'--1 ~';[.:I.btl1.:1'1il. T.;,f' I. '>tii.blll:at1..:,\ ~ ~~'lSE~~~~~~~~~i~T':ti~) DlITE: APP-ILs:.S, /9tN BOSSEO SEAL OWN BY, ROPROVED OV: CHIID,OY, -,,-~ fO, PG, ~. PO, PG. BOVN'rON BEAOH I ' 0''' Q ,[7 ~~ 0" o ~-s: ~i;S:;.".c" ~,~ 4. r~!1cre[Q ':7~r~~t:J.re.. '1t:f- "1~:"~.' "'!!. '," ,'..r 0 .,. f-, vl:'1 a:::i-'~l:::l::.c l'e';'llt('~"t:;. -1~,;~:';;7;-.-'---~ 1..., flcr1.d3 Xt S!:llr,:!.irj ':;:~'l;1h 1t1._,.. ;';.. (' tl~:, :'. J e!"""~~ 1) '\'~Ul:;-:l ~JQ .. C.::n';fcte <:"r'.1;~ ..re1 :1 Se.t:.tl::ll ..1S ~ ila1.::lf!"lr,.t"g Stea: ]) Sttct1c11 ..;':S - tl11aU. ....:1::..:.1.'1. "j"J ''..l:".H!1;1 e 1I~';I 41 See!;tn~ :1'1 ~ P.!rrap (<;1"':.':C"A'1': t.::li!: ';lfj;!W~:: ~. Pi,e Cul'.:el;'ts n..-f 't.'r- "t'wr'l. ,:1..1:: ~,"~_n::!. ;J~:;~':1~ ~~~~:~:;':~~~~f~~:~~~~~~! fl8i~:~ '~~. _ ~'J ~'~Q~ H ~ e~ ~' !, tJ~,rnE'r.1 ~"'P:BS :....1l ftEt..:'F;l:S a, r:.:f1C'reo:c -'.ltbs :I~~ ~ea:.lers ..~,]~: .,t'!',~ V~~. -l~j c":!;ltt"~ctl,'" !!...t~:"!'l. -lI$ ,"srsblL'c~ 1~ "f8Ze':1t1-m. 01.. "''''%'c1!''l!!Pt t':"!1;3r..~. ;~, ~'- - :!" -,... ~ ... ., .:.1 . .~ ~ '-,0' ~; ~:~~~:~ ;~~ : ~ ~=~:~~ ~:~~~:/ut- "':_.e"~ll ~..! !!~f~~ .~,:'rr: All references tc! F!'tU3:JOt ~!:,::da.r~ S"e:::t.H..:at1~t'.'l h":l.;~ t"c'.<! .- rC'.7hic:1 o[ the: f"! ,:t'1d.1 :cpaz:teent ~! Tn_"s::,,~rt:::.tL~ ':3~:h:rj t'~. Road and llrUse C~'n~tt1h:t1:n. IIl9 ~u'JIis"'ej ';v t.c ;:-L.!~~.:t ::J1!;l.1~~"c';. j.'lItbt:l(:'], PAViNG SPECIFICATIONS F~PJST AMlE~~\CAN~--,183k\~~ (Q)f'FTI C IE B 1lJlll1QYlru~~~J~ FLORIDA ~ o -':"'< ~," ,~'\1t~'" ';",~.,I~ ;if ~~3';J)b_~L' n~':';'1 () o p v' >. w Q '" ,~.,fl' u 01; , c.'ro, \( qlE Nr:;>/w:r t-"~OJE\:~ ).4u l \IlHTI/,' ~llE IH' 'L'C::.. .r:; ~ OF ~ '7{ ~ "'....~ 'i"'%' .~. / ~<e_,-'~~,.. '~"t"~ ' ,~ (.c:'~ 1\ c,/j" ~~ "" ~" (:~', . dti J ), " ~y 0, "('''",0 ',' - ',::~; ~1 'J;:;:~~ ')\" ~,c, I d~ E'" ~f.llCV"" .;.~_. '~,'l ~~ ~ 0(1 (I,) ~;J0 ~~ s;ft ~~ (l ti 0 ,~~\~ 5 ~.? ~-~" '-I .,~ ~~ [>OJ l'; " "'I :t iJ!;J \'1''' l .. 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Po ~ ~ 7 cOo 1 " , 0'-(; J ~~ ~ 6l.r X 11 .' 11 . ,t " ~\ " 17" 22 14.5 , .;0 ~ 0 ij' .,' ~ ;~?- 0 ~'l ~'~':"!I . ~~\f~ _to .",. 1:/ " " "- '" 22 X 34 ~.:!. ", '" e." 27 h. )(, """ '" .r.;:::;" 'i.. l! " ,j ~--- ~-~-"~,.~ lj \) ".',".r'",:\. -'t5i>':'l',~.".t,':, ~:' '_A~"'~"'"~~~;~-'~--:,~r21i~r~ ~N c ?'-"~~~~~.~~~~~>~~ t;:. \~ ,r 'Jh~, _ "..\ II ,_j/}//: () IJ:A?O ,:,.~r ,j " .~ _"'" i\ ,,"i\ ," .~~ rf -1,-,_, ~7~'l (i4",",1 r'\,~"'" !q J"....,' '\\. '. ...' )t' ~,-f~~t~l:,~lF~:'l;'i"'~;~, ',:, "!~"'} . d~WI~J~~;~" f~~~.; 1 "l. ~~ WATER SYSTEM SPECIFICATIONS ~ c:..':r-,f~fV ... Au. RPKr-.$ T1l.WWA r.-,Q2 J..ATT5T Rf\fI~lI...,.t ~ f~ PR"t 8AR'Rn ll-l;(AA AVt.At ?'t'pf ., To.. ? ~"I ,.f;. SE tJ.l.' :"hE" ~ OIA1f'fR 1oUIU:. '-Jt '" /o;M..N; -m et~ ,,=,,"Pt'lt i~"MTH o,rfQW.CA4. .::""'11' '>fA A!'i<",,( Alll r::NYoA C LATES1' ~,,'>JC1.(J,u::r::E?TACl.t fM 1ro!CCf1.!, tRf lllC("l"fJY t(.loll) ~!Mt.{l\ fR ..ENi':nlr;~ WITH' 1/4 ".ALVE JlEN:~'3 ~ :.!..l.. fiRE K'i"'"f?:.:,tli ';XOU. ~ rnf( 'Y ~y'fi A...L vr.J<A"r; P-'RT'i ~L f'E L.l.1m'::<orrn. A'V TI-f Hl'CfU.-r PAlt.W to..rR 10 >r ~.l..E:Tf:) B"t lJ"UTY r.~VYl ~ n€ C.ONYku;rt:A ~ MO)(E N..L AARANju.lI:IHS W'lTli A CERTIFIEC TESTING LA8l..iRATCRf TO T~ Al..L NATER SMV...ES P.E~ mR' ~CAl. TESTS: M..'t) q-w,L crtJrJI.E 'flit:' ('o~ PAC>CESS uNlll. nE: loe:J.. GOVERNING I-€Al.TH ~ ~ ""limPlli.'Yi"Q('1:A1.. r:F r>>. ~'~TfR LU:S DJ.() OCSTRlEJ'JTt(W 5YST(M fliM 05N'tl:TE!l n~ a:w-RACTCft 9W.L tl'G'TALL. SAMVG f~ R(G.mrn m Tl.XE At..1.. ts:ESSAR't wA~ER SAMPl.ES .u po")lNT~ O(.S(;NATEO B'1 THE ~IIUH EXJlAR""'M(NT. HEALrlll;.H~RjU(H1' 4"'~:;;OVAl SHALl. BE ACtOi!'1I~,HED AT 'lif FIJLL EXPEHSE OF TWi" CO'>fTRllCTCR I{ ~"'ES ~Cl t;:JPl RT?~n'S -wATER Au. Vt.!.'!'..5. tnDS. TEES. ans&s tlD OCAO EW5 SH.U E:f ca6tRAlNrn \'Iini .Jt(Cl:.1TI': r?EJGTO, r:r. '!'lfilST a.a::~S (;F f'Ol4D N rue:. a;:t.CRETE HAtH; A ~ trA~ stRDfCiTli ~ Z:CO P".il AFTDf i'a ~'t5 Q1"l{ [to: H'l't)R.WT StW..L BE CAPAa...E CF CELMJm:l A F1DH OF 500 GaU..CUi Pm iloIlMJTE wrTH A R(SlOUAl. PRESS.~ 'J' "Of '.ESS THAN ?O F::; F1RE HYf1>.AAT IJWI:iES IFlOot lol4.-., TO H'l'D1ANTl 9W..L ec OOT l.ESS rHAN e ~S ~!5IX DAMETffi EACH &l.oJ..Ol swu. f;.,'>: ...~ W'Tl4 A l.;AlE w..w: UXATED AS a.osE AS P05SI6l.E m nE MAIN. SEfW>Alt: ~rn:: LI~ES ...t'W..L BE 1U.'v'EO AS a..osE ros5lBLE TO THE M4r,f AMJ ~ ~T" .an~TE "".t.bi BlOO<S. .."IOtANTS PiAU. e..~ tlX:Art:D AT OR Nf.AR ~ U'ES 't'l'fll4 Pl.HPER CI~ MJZn.E n.cNJ TtE" ~ H''0RANT5 :x.'\LL BE; F\.ACEO AS TO :.tlNlllllE 1lElR VlA.J,f rtA9UrY TO TRAF'fl:. *,'1.TER ~~ AJ.CJ TAPS mTER SElMCE TAPS 00 TIE ~\N ~l Be: s;y.c(D AT A ~ OtSiANCE or II) INCH(S. IF tv.1) OR l.O\'E TAPS ARE R(WfID) AT A ~'-\.N ~ ThEY SHALl. EE CFF5n "':.. ""- ~uy TO EAOi sa: CF TIfE CEHlER U.:E CF TI-'f ljQ'oti Cf HE MTEH MAIN. Au. .:-1NX:E UE TN'S 5HAU. BE SlPPL.fD 'MTH CORPCFtA~ STCPS CR "mUf SlATA3tL w.v:'-<.- DEVlCES ~ BY UTlt.Jrt ~ ..0 DIRECT TAPS SHALL BE ALLOttED. USE DOUBl.E STAAP TAPPING SADDLES .itn ,....A -,- ':. ~T.t!!!AI..S 1 ~~,~ A. tu:1,L[ RCfC PIPE ShALL BE C"_ASS " 00 Q.ASS 2 CCf(FCIU,tING 10; AtiSI A ZU/A"'ll'fA CIO~ IlAT!ST REV1:ilONI '"OR ~EMENT MDR rA~ i..1N!:D PIPE B. PVC PIp\: 4 8 ," 1I~ '"JlAUE;TEh SHALL. COOFORU TO THE ~OUIR:E""NTS cs: Cl..!'.SS I!!O. SIr. 10 AWWA t.!KXJ..77 LATEST REV!SION JOINTS S~AU BE RUBSER: ClISKET rtPt: NO SOl.VENT WELDS SHAl.L BE PERJ.lrrTEa ALL FITTINGS SHALL Bt DUCTILE 1W,)N. r.lECHt.HlCAL JOINT 2~ \tAlVES I.'P Tn ":'0 INCLUDING 14 INCHES SHALL BE IRQ!.I BOOl', fR)HZE fAC't./NTEO GJ\':"E VAl\'ES CQNF(.Rtr.r:NG TO AWWA c-!loo.n LATEST REVISIOk IXlI.aE DSJt. N(W.RlSlNG STEM TYPE, WITH PdRAllEL SEATS AND AP~OPR'.ATE (.NOS fOH HORIZONTAl. POSITION N l.lkE., AND ShttU. OPEN LEFT (CClt.RiTfRClD';K\IilS!!:) WiTh 2~lNOi SQuARE IJPfRATlrt'; Nut ~Arr VAlVES SHALl. BE r.AREFULLT NSrECTED, OPENED W<<, ANO THEN IIGKT'LY U.~:;(D. AHD .\ll THE VARl0U3 NUrs AND aOLTS THEF.(OH $l-iAl.L 8E TESTED FOR TIGHTIIESS SPECIAL ~E SHALL BE TAKt;:N TO PREVENT JOINT MA'':RtAl...';. STONC:!S OR OTHER SUBSiA"lCES FRCN e.~COI,lING lOOGED IN VALVE SEAT GAlt: \'AlVES. U'lltSS SHOWN OTH!RWlSE. SHALL BE :;n \'JITH THER sn:us VERTICALLY ABOVE" THE CENTERL.INE OF TH!: PII>[ Ml1' GATE VAlVE THAT OC'!S NaY CPERAlE CORRECTLY SHALL 6f: ADJUSTED i'" OPERATE PROPERLY OR REMOVED AND AEPl.ACED AT TI-lE CONTRACTOR!> EXPt,NSt 3 \/AI..VE a'~~ CAST IROO \/'ALvE BOXES SHAlL BE PRCMCED FOR AU. VU....E OOXG M1ALlECll.NlTJ1GRClJf.o THE BoXES SHAl.l. BE AWUSTAa.J_ 'l'0 F1r TM!=: ClEPTH OF EAIUH CQ\f(R OVER THE ""'l.VE AN) :;HAlL BE C":SIG"ltEO so AS TO PAE. VENT T~ TR.Vo(SUlS510tl l'-i SURFACE I..CAOS OIRECTU' TO THE VAlVE OR PI~Mi. FiB[RI;.ASS VALVE BOXES MA) BE U5tO eN N'p::.'AQVAl. B1' T"'~ ENGHEER ....Al wE OOxES SHAl.l. aE C;AREFlllLT CE'N!ERfD OVER TlE Cl'FRA11NG NUTS CF T.if GATE VALvtS so AS to PERYIT A '1:'L'Ve. HY "0 BE EA5l.T nr"rn TO T,* {J"t;"RAlJ"';; mil nE TOPS (F"VAl"E BJXES SHAlL BE SE7 fl.11SH WITH illlWO u,.;ADE. WITH Al.lG..:,NCE ),lADE FCA TJ.E SETTt.FMENT C.F SlRFD.JfiO'NG ~CKFllL, OR SURFACE '0'.0.1....( BOX SHALl. ~T TRANSMIT $URFACE l:;'::'OS OIFl~r.n.Y 10 l:]TliER TK: PPi:' oq THE IIAL-iE 4 :"'1.. .t1~iES i.'liD;'" C>()TAatf. WATER MAINS,If:' AND L.ARGER SHALL BE BUTTERr..Y' VALVES UNLCSS OTHE"RW'':;, 'S?fC'FIEO THE ">:'I.~ES Sli61..L CCHFORN 10 A'R.". STAN)ARD C.~04 AND SHAl.l. BE Cl.:.5S I::.QA UR I~OB F:"T!'iI.'; - \11 rr!:!l""RE lTrrl'H:S nv ';t~E ~' '~5IrE OIA!ot~TFR .~p !.AR~rR -II.\!!. SiC 01'cTTlF .;H1~ "PI" '4f.:"^!l!':^!. ~H'iTS, '1t.F:!;:-; tilE !"\'l$ SP:,"FtCALtl CALL FMI l'!,\!t..I'!1 J'l'"!''1. Rf"TIIA1'lF~ 'r:'I"I';, <'!'. 'if:.":A'HCAl. "1";1 "'"'I'rT!',c,'l SUAl1..:Ii t~i!l 'rOR tct"Rlt:l "I"T^tL.,T~'''lo;. vt^'Hr~ ';\:'IT': '^: 1 t.l . .r:, ,I'" .,. .T"EIf ""':' :"<;TALI ATIOS:;" ':11 A';OVF r.ROt'NO .EP Hr E l'ltY. rnR "!"'F!'" ~,~.- : "~ '. ~" '"}. f n'~ ~... - :;. .f t .!.''- ~,':IT,\RLt ':"0 "'up '! PP. "ATER!'" t...' .\1 P' !; .\'n ':.. II:, ".1'! 1"1':-> ~', '':'~'E1i ,"'liT! '.,': '1 'l'11E';r ,"E.'!"'!f'!,:ATI'l~5 mitT B,ltT:' f~R!ftSlJF.n BY I'If' 'fA;; Ft,' TlRF.1l F R '{I'C,'-";U ~T .'1 Pot.. ;\ill' \~ 'trT A51 f , I(. WATl':g 'REC.I'REtl IN''ORUil.Y'~t..j~~:I.=-1l~ 4S roLl DISTANCE OF WArm UAJN FROM BASE UNl 'SEWER MAiN) oq FRl)t.I CENTERLINE CF PAViNG 2 STATlCIiING or:: EACH V~VE. FlTTINGS. SERVICE L ~=:. BlOWOFF POII'llS. ETe. 3. AS BUILT LEHGlltS OF SERVICE UNt5 <4 AS eU'L.... F~E H'r1lRANT lOCATK:JiS /lnJ TYPE USED '5. lY?J'" Of' ~TEAI.tLs: INSTAlLED-UAtNS AM) SERVICES AlSO NJICATE ALL. 1.0CAflQHS OF CHANGE OF MATERIAL "CU.tlING l.!f.CHAN1CAI ~T PIFE ft SUP JCQ{T 6 "o'Al.wF. TYPE - BUiTERF'lY OR GATE VALVE T StIJW ALL F'lU9i HYORAIiTS AND SIZE. IF ANY a \hOlCAtE tEPTH OF' COVER (7oI[R "ATER WJN IF o1lfm THAIf 30" 9 AS.BUILT leNGTH OF Al.L JACk >>.:0 00IiE CASl'HGS INr1lCAT!NG DISTANCE FROIol n..,TtRl1NE cr I'A"..~ f(\ EACH ENO OF CA5JNG A1.S0. THf .:;;.tvl,.i ,~\lERT ElE'iATlON OF [AC" END CF 1HC t:AS NG "'"'0 AS.Bl.Jl.T CISTANCE F"ROW EAot noD OF CASINQ TO LIMITS OF WECHANICJlL ~O'NT PIPE Kl As-eu L T ELEVATI~S OF WAlEAJ;tAlN SHA1.L & UEASUR[D AT KJ01 INTERVALS ~HOP ')RAWlNGS t.iN AL:.. t.lt,lERIALS. E"Olf;PI.lENT. LTC. '\FTER' HAwiNG BEEN AFfJROVED BY Tl-IE EtGINEIR OF RECORD. SHALL BE" ~;I3NtTTEl) TO THE REGULAnNG UTruTT co. F~ APpqOVAl. AT LEAST T'G'O WEEKS PAIOR T, SCI1fOOl.lpt/i FREr.:OHSTRUCT10ft CONF':REHCE ". ....l'. :;0:\ '\,\'l.l - ~X::R ~~'lSrF~~ - - - -- - ~. ~--_. .- ""''''' WH. a: F'P.<9fll '" 5DYNTO~J t)EACH Ui'/LlT1EB, ~.c..<.: .1tL ,~ T. n B\;lfS t,'jD ..AUt!'S :iHA.;. _ i-ol' ,f AN "PrR~I" TTPE CCN$TRUCTEn ,;r r:CP;lCRETE ANG tQu,pri.tJ fflTH toli .Q.f'lI'R'!\ifO ""7t::~ WHirl-< 'OI-4ALL 1"'-::~'J::E AN jl\fS~(r"'l eN H()'...f. AlolO C"''1ER LOCATED C'IER r"'E "'fTfR I<E,GIS1ER ..., fiE SuFPUfD A"lD "cSfAu..EO flY '!'tIE 'J'flllTY CCUi''''.Nl' !!illl~ ":'QNl1:ACTCR SHALL COIJPl"1 "'Im TI~E P.1LN 8.ACH 1.0liN:" HE!l.LTH JED"IUMfNT TECHMI('.J.L MENORA"4ftUM 90-1 ~GARD"'G ALL ""ArEA lJAtN C...NtI(CT'C,NS ro ElUST'iJG stSTEM Cf, UIi~S ALREAIIl' BAl.TEfl!ClOG1CALL't ::lEARED 'NST.lIUATlt)N ,~ 'IoAT[H S"r'ST'04 PIPE .'lU) FiTTINGS 9W..L ilf N ta~ WfTH DNVeJ. 9'tOF"CATO'G C6CX) lATfST ~,Q( .PE H1't:JUWTS 'SHAU. a: hSfAUlD YIfTH Nt: :1NTm ,y flE F\AlPrn PfJZ2' E 18 NCI-ES AEr:NE ANl'if:m m/lDE. 1:1~ A.':. ~P ",..m IN i~ ~.E..i.O tlNr ~H" Q1T SHALL BE ~ IN AiXI:RWa wrrn REOJi6IUlr::: ::IF 1lE ~ ~ :tt: MfA "" -.1M Oi n~ 'NC:A< 15 [X:r.L WATEP 'AAIiS 9iAl.L BE UXA:tD AS 9<"""'J 00 PlM srE"ETS MTTR MAliS SHAll. HlIoC" A I!lfllA..H 00J[q tF Z.,~ 'f A l/PiTlCAl D:"ifAia ~ "RoO ~ MD SA....l1"tlR't c,cy,m 5 USS nWi Iff VftE}I WATffl a;us.<Ei ?J[R SEWER OR ANY T~E /.,\ '--"lER !':tAl" cr~OSSES UN OCR SE~ER.n:E 'iEWEA S~lL BE \'tAlER MAIN QUALITY GR ~ONCREH- ENCASED ran A DISTANCE OJ' 2J FEET CENnREtI OH mOSSING FORCE MAIN CROSSING WATER ,",AI'" SHALL SE LAID TO PROYIDE A ""HIMUJ;t VERTICAL DISTANCE OF 18 I""CHES BETWEEIi THE OUTSIDE OF fHE FORCE IocAlH AND THE OUTSIt1E C~ THE vrAnR MAIN W.NTt.lN A 0 ~ ~ CUAR CtSTMCE BE1WHN v:.1TtR JMNS AP.c SANar~ q;y,Ufi un WArm ~ ~ StHTART 5flMCL<; .;T\IT8 moSSMl ROAD M' ~LL eo; NSt'JlU..ED PRCR TO ~ arGTR.CTl:W ANa ~ WmnN R.IW UM.'15 I'\i 5TI"CT ~ .1ffit THE Sf'ED1TAnCf6 WARAHrY. AU. IM~A.S AM) EDl..I:PIoalr TtJ BE fl..IH5K-') Af\IKR rttsTA.J..1.'fJ 8Y TlE" cvr.~ lU)fR T\ilS ct;Nl1u.GT SkAU. IE ('1l111tmTtfD tGoN5T tERJ:1T\'E J."A'!UMLS. UlJ ""H<1MN5HP Rl'J A PfF(D a ctE YCJR Fl'CM nc; CATE :>F '"lNAI. IC:F?' NO: ~ "p; mAtaS 9W..L rE !D" fUBi. 'MTH I'RG"CaD FlNI9-ED GRAJES. IF ross.aF~ \!ALVES /lID APf.\.RTAP<<:ES St'Al..l tDT Be lOCATED 'MTH:N P\.\VED AREAS. AIl.K:K m lfG.ITAB..t MA1mAl. If A:J.N) SHALl.. BE ROoO'JED rnc>>.t dKATH 'AATER MA:NS /!HJ t!~.nu.m MTH ~TER'~ AS APF'flfNED 8Y n.E DIG/mER 'MnlTEN ~nCl<l MJST a. GIVEN to 1lE nG'OIEER FW to~ M"S PROP TO TIE START CF CCUSTR.JCro<< ~ q~O HQt ~ t...:.TH ~ BE PUT ,.~ fJlRni ~NST Pl.l.JG M-t::N SEJMCE ca~CTW IS 8lOO-1llm LAtH 9iAL'. EXTEPD a' 1ol:NlM.'. t<<M: 00t<<. u;n SHlll.L EE ~'fJf OF" AT rN.Y 8'r TK:. AlITa R1....A1l:N FR:M ~ JTTUTY t:.OVmNY [N("t<a.ft nf' ? I; Ct' ':lit .."TAl'f SHAu ~ PAl\ITD 8ltE. 1,:,,1. PIPE IS TO BE LAID IN A i:G'f IAENC.H '.fllt1N.lli.'tL~~~ ~ r.o.R!.....~ r:F 'fl.f: PIP! lr.5fAl...LJ.m'j FOO' I#t' c-.p;nON, me MANS 9<4U 6( ~'l ~...u5HD, CARE lEiNG TAAEN m ~'iP"l'iE rF ro-E ,\:o'fER WU"r<<;UT ~ING A ~.a: 00 PfU'ERTT l.>MtfoliE .!~O.J Lf: <:'ALL BE THE ....A...I"'ljl.l lENGTH O!' U",e: TESTED AT ANy CNE T''''E 1010 EJUST NG SYSTIC"'(,f VAt vES "1iA ~~.'j~k~~\:'TI~~/~a t.'~I.II~:f~~,~, ~,~~;g~~~ co PERSONNEL BEFI)RE "NY FlUSHING OF 'MAI.NS. CONTRACTOR SHA:: :=&: .u..rss aTl-ERWi'5E AA'1QQoIm. Au. mDAANT m-:.'!f'CT'ClNS, !:E.llilct ~ 10 'THE. OJRI sm~ AT ME'TrR. 6 ALL .JOINT') 'N "Ho.TEF '\AlNS !:.HAU. RI;.....AN ~ t.:4f,l. llE APES ~ EEei num wrm ~rr."'..f1.!..GH]1 "'T ra: llG-lST' VElOCITY 00":""4' AU fU) rtJl A :.1.FF"Crm T'~lE TO REP!..u:.E TlE WATffi 1'-4 THE MAIN ~ TEST AT lEAST ~ - T\-E CCJ~-rn:.cr~ 'YtAU. ~iX. AU.. re:ESSAP.I' ~; .5!.Oi AS R.At?S. GOLQ.S Ii;:) W4TER ~ iA:.J<S 1!:'4J 9WJ.. .::t~ Au. ',I,(9( ~J1.~!) ~ ~ JX:'ES~ tHJ LE.MtJX: --r~ ~ P.?f: 9WJ. BE TESTED Ef:R:Pr 8t:DG'l-t'Ci UO NJ D"c'l'5 :':l, ~1"P~~, :""ZJ ....1. pq:~ c....o l-~ rrSTS 3kt4.L ?J; 'J.:.f:E 1Ia:R nE 9..P'.T.'o'T<,(jN "r .....E E'(7".{l~ ~':'l.~ :"'C d:J(~,l ~t~.~ ~ ~ ....:..:1. tr...a.. '1AlIlS ;:...;.~ lItla=m6 fm u.o. c;u;ncr,; ..-t.S'TI1 ~!I:.~ '"It ..QXD:Pf" "1;;'.. ...to: u &.'I91/~j"~ r..El:'JJ--n CR LAiEST REVI~ION II ~~~~": '.:r...~"C :(~t''''!pl50PSlJ::'CR' -o..'R m~S:B-\o1..()tiT'i rfl'~-,r ~~..~ ~r:'!" I;1fPt4:.i :....t '..t:-t.~.E K ',.S . '"l'(i., t..,,; ....:J fJETES~ ..~t..~. "1'.tRu;T::R 9it<l.L ~C~UJ' 1'50 PSI H)R 2 ~ u.~ ';K4... ~T Hum Thf rQU).'."t,(, rrp..lt.l.~ . ~Q'f" ..; A..L..'VIAlU Lf../li'NL "': :"'. , l. . ~ 1< 'ill IF ., t!'~ ~ c' Sf !"$Tyn . '$;'/'tU. ilA:o'ETtF' ,-& ",pc- '.. J..:.,f:w..f '"rS'"PJ;;~t~ '~c;jc;l B(jYNTON 13EACU UTiLITIES ,!,all furnish ,lI1d in';t,lll ," I '1( [1'[ '"",..; !o>r :~nl' .,l.~t", 1m t, .1,.<1 inc:l'Hiln~ t\On (~, in('n. ilw 'ot1~ r,ll L .,r ',h,1l1 t'lrnl'.11 '-lnd in ;t.11l.. in .1tl ord..tnl.t' t..i1t h BOYNTON 8EaCI-/ UTlU,:t:S"I','Uli,',Hl,'ns. th" o:"','r 'dUI' tor ,Ill I"", ',,.."; ~::r"t! 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BE lN1'An.an ~ 'fl.E ~ili" ,.,"5 M,~ AM] ~U..HION ::,YSrtNS PI A ~ ~:;a1' ~ aGlN(ER..v.n t.FlEl A CONTAL-r f:Irn(D CF 'Ill" ,.f';S T~'" EG{f H:;l.P"" ~ m,'-~ 9iALL IE n1J9-ED WlTrl CLEAA VtATER ltln.. TlE RES~ 0i..!)A'lNC ~ ,~ "-1)T c.J"EA~f-q '"1WI 02 Pm-It; Pf'1 U\..J..J.)'{ AU ALVfS IN THE: tl~S EllN.'ii lXiN"ECTfD ~ BE oPE1'LiIND cu:'Z!) nv>FZ '~ TlJ<CES D..R~ "').f" cantCf l>Dt(L I --- ~..............._._~,---~--_.~-_.~.~.............. I +~----------"'-' ._-, '-.........- tlATq MARK ~EViS;c.4 1t;t SEWAGE COLLECTION SYSTEM SPECIFICATIONS -- ~_..._--_.- "HE C":'PIITRACTOFf Sl1All.' ,BTAl"" ALL ""ECESSARY P[A\lfTS BErOkE; STARTiN') ro WQF!K IJ4HlOnFY T' fE:Ntil"'f;E'R IN WRITJliG 5 OAYS PRIOR TO mE START OF' W~SlRUC110N '1 AU. PlrE IS TO DE LAID IN A DRY TR[""CH ~ Au.. !lUCK OR OTHE'R UNSTABLE MATERI.\L ENCOUNTERED IN TR!PfCH BOnO\f SHAll BE l:O(t.tOVFtI AND REPLACED WITH COPIl?-"-CTED GrfANULAq UAT[RtAL TO A U'1:f!:"UU IOO~. W1CILlUU DENSITY PER AA':HTO T-99 DENSITY TE~T ~ESUllS .sHALL DE SUDUlnED TO EliGIHECIl OFRECClRD ALL8ACI(FlL1. tlHDtil l"':!TURE Pl1VEOAREA9 SHALL. BE PLACED I~ 12 'l.A'fERi llNO COUPACTED BY tAEC.,AHICAl )JEANS Tt IWi. CENSIT f SO AS 10 ~EVENT FUTlJRt: ';Ei1L.U~ENT COI:IiP.IltT TO 95"1. DENS:n IN UNPAYED ARELS PERAASHTC T-99 PUla IJ.J. s~wm UNE:5 UNDER CONSTRUCT:CN TO Pf;n'~NT GROUND WATER FROM FLUJltNG THnOUGH COMPLETED UrlES 6 OIDIr.t1EHT A'..'1tERIALS GELOW Pipe SH4LL COH'CRU TO :', S C S SOIl. ClASS1FlCAflON ::.AS3 r all %t. ., ':4.5T IRQft MANHOLE COVER ......TH PlCI<HOLE JSi WOROS ~SAidT4r;y SEWER- CAST Ul CV'ci~ ~VA~~~~~D .!.~~~ ~~~~ BE US~ w~ [.~ RIN6 ~,.o,Ilj: CR E:.Ql.IAL.. PRlCl!'T COOC:lETE /dAJ.HCl:LE ~UAlL COif FORM TO A 5 T Jot C-.410 WAL.L THICI(f(ESS TO BE AS ~''::~ eN D:::TAt~ SHEETS CONCRETE SHAU. Bt .a UIf4INUtl OF 4;000 PSI '4I24D4Y'S.t.t\D REINFonCHtG sn.rLSHAU U 60_000 P. I UINlUUtl "tIZl.D. 9 OHE ":'O"Il!G~ \!fOOD tAlH SHALL BE pUT IN EARTH AGAINST PLUG WHU': S!~VICE coraJt!CilOH 19 DACKFILLtD. LATH SHALL EXTEN[l 18. UlNUhUJ ABOYE CRACE AND ~1i~LL8E BIK'KEH OFF" ONl'1 BY AUTHORIZATtOH FROU THE' UTltIT't co DIGINEE;; THE TOP 6" 01 Ttl'e STAKE SHALL BE PAINTED R(C c;[E ALSO SIiEE! 10 OF II FOR E fl'lS rURKEF$ 10 S.e....It.lRY SERI/ICE'" S!<<LL HAVE A UIUlrJUC;i SLO?E OF!!fttL- USE GREATER 'LOPE I'fHf'RiZ PDSSIUU: St.QPES SHOwr, UN THE PLANS ARE ~HIUUlf,1 E O~. TOLERANCE FOR FLATTER SLOpEO:; 12 Al.L G,AVllY ~c:.WEn WAINS SH).LL DE JOHliS-I.IAHSVILlE. PVC ~UNG.TITE ;-I:)E OR AFPRO\'ED EQUAL PiPE JHALL COltFOpU TO A 5T M D31J34..S0il 3' :qlNtJ TITE JOINT SHALL MEET RCQUI~EMEHTS OF AS.t.tJ O.!ZI?. J01NTS FORI!!.t.IH Q SZ\'l[R Pf;a>t':S U:l:ING fLEXIDLE ELASTCPolt;RIC SEALS- 13 UINlUUJ:! COVER GVER fORCE UAIN- 30lndlGJ 14 WlNlUUU C~ER OVER SEWER UAINS" 10tnehn a 3.331..' I~ PIPE CONNECTIONS 10 MANHOLES SH~LL EE EfiltER 8Y' ASSUTOS CEIolEHT COUPLINGS CAST ttfiECTtY linO "'ANHOLE OR DY UEAN9 OF A R:1DDER Rm'J WATER STOR If. ELEVA,ION' 5HOW~ ON THESE\1~E CCLLECTIl)N SUTEU :oLAHS AHD PROFILES REFER TO US C. a G OJ. DATUU tAE'AH SE^ LEVEL "0 C~ (UNLESS OnERWlSE NOTEDI. Ir YATEmAlSl (FCRCE l'AIH ;hSTALLATIDN) A. AU. PIPE UUOEil PAVE" AREAS .sHAlL DE. DIP B. cucn E' IRM PIPF. SHALL US CL\S3 51 OR CLASS '2. CONFORLtlltO TO A.as.1 :rANDARD A 2151 ANa A 21 fm. TADL.E !So 12. ;1PE I"TERIOR SHAU. HAVE. A DITUUINOUS ~EAL COAT OVEn A CE.:EH1' YORTAR LINING r.oNFCRI,UNCJ TO A N.3.l STANDARD A 214 C. DL'CTILE FITTINGS SHt.LL DE UECt-;Ai<tIC".AL IW.<<T ~TYPE \'lITH ~ 1I1N11,0;lA PRESS!.:!OIZ RATING Of Isa PS.'. ANiJ SHALL CONFQ:;iU TQ RECU1RE,CENTS OF A.H.SJ. STAnDARD A ZUO AND UNEO INSIDE AUO OUTSIDE. AS SPtCIf1EO FtIR PlcoE 10 A co:- A Vf.RTlCAL DISTANCE BETvtttN WATe... tlM4 AND SEWER E9 LESS TIIAN IB tNCHES '\INE"N w..n;R WJ.'lot CROSSES OV[R SEWER OR .:':"1' TI"E A WATER UAIN CROSSES UNDER SE"Io'E'R, TIiE SEWER SHALL BE WATER Lu'IN DUAUTY OR CONCRETt ENCASED Fe,...,,: A DISTANCE o-:~ 20 F!.tT CEnTERED ON t;ROSS1NCi a FORCE :.!AIM J:ROSSINa wnE~ UAlN SHALL DE lArD TO PROVIDE A o.!lt'IMUJA VERTIClJ.. CllSTANCE: OF Et DtCHtS ceri"EEN THE QU1'SIDE OF' THE FORCE I.WN AND THE OUTSIDE OF THE WATER MAIN '9 THE NINIWUtJ AllOWABLE HORIZQN'rtIL CLEAR OISTANCE" BETWEEN WATER .Io4AIN AND SANITARY SEViER SHALL BE" 10 zo. l,lANHOl.ES At4D MAINS SHAl.L BE LOCATrO CNlY WITHIN RIGHTS.OF'-WAY OR UTILITY EASEMENTS :U CONCRETE fOR PRECAST MANHOLES SHALL BE ..000 PS I l.Iu>tluUt.i .IF'TER en DAYS ~ PROVlCE 2~OO rs I lCINIMU.' '=DNCRET~ THRUST et.OCkS FOR FOOCE MAlhS AT EACH Ft,WtG PER DE I....i:.. <lWOWH ON CONSTRUCTION O~AWIHCS Z3 tCNCRETE Fnr.: THP.",JS1 8LIJ':;~~ ~HAL.L AnAlH A LtlNIMUU COMPRESSWE STRE~GTH OF ::~oo P5.1 IN 28 OAYS 24 CONTRACTUR SH'\Ll 3UARANTEE ALL JUTERIALS AND WORMlAANSHlp FOR A PERIOD OF CNE tEAR THIS DRAWING NOT VALlO UNLESS SEAL f II WI TH EM BOSSED SEAL 1l~~~?5, 1984 DWN,l\Y: APPROVED oy. (IIHD.OY: F S. P.G. '>,0, PG. BOVNTON I \ 2$ CCNTRACT'~R SHALL "SSlST TH~ DlGrNEEfc ANP PROVIOE' REQU!~ED TEST EOUIPMENT TO ~T1SFACTORILY' res! l.lNE CCi.:FCRfJANCE 'I't~tH THE CE~lGN ~WINGS ZB TC:STS REOUlifD ARE L1L!.~'P'.NG ntE L,:NE.,q..2JUlFltTRAT1C1't TfS'f Th'Z tJAXIUUr.r .1tLO\,;Ar...;.E INF1LTP,ATICf4 RATE ~t:ASUR(l) B1' TEST SHALL &' ~O GAU.oNS ~ER INCH OF' PIP!! trA.~ETER Pf'Y ='l1lL PER 24 HOUfo"$ Z7 ~tULO ANY TEST ON 'UN'SECTlo.'1 OF PI~ LINE DISCLOSE M lht=lLTFlATIOtl RAr~ -;I{EATER Tt4'N ,.SAMI1'ED_ TN! CONTAAC':OR $K4LL, AT HIS O\1N EXPEtGU, LOCATE AND REPAm Oi:fECTlVE .JOINTS OR PIPE st::i;nCNS- AFTE.h nEpAI.1:) ARE COUptETED. 'rk'::: UNES SHALt. DE: RETE'~i!D UNTIL flll~ IldllTRATltH !S W1THlfl THE SP!CIFIE'O ALlOWAHC!: TH!: REPAIR u(THOD TO BE USED SHALL f!! Ap....OYED.IN ;O:,VArtCE, DY THE RE:GlJLATtl'tG UTll.tTT co ':o'.rRF.D l~~Ft1ti~ATI'''~ O~ AS-liC'IL'i'S: I ~ HA'nONIHG OF U,CH WAA!-lOLE ZJ STI.TIOh"ING QF' EACH $EV.!R SERVIce i1 msn.UCE mou S:twER UAth lPHV[RT E:LtYATIOHS-E4C~JNVERT AND WitlHUl.l 60nou .IRIM ,,,[".TIONS "SLOP[ f [ACH SEGJt:~:4T 6J LENGTH a ST4TIOHHIG OF ALL Pl.UGOE"D STUErOUTS. ..., TYFE or IolUElUAI,.S U!l.t:.; IF DIFFF.RENT FRO" PLANS. 8J AS eu:t.T DISTANCE OF FehCE LH..:~ mOM BASS: ~m~ (SEWER WAltH elt FROU CENTEAL iff Ci' PA','.":; 9JST.....nO"IN!J or fAC" VALVE, FlTTlNG. AIR-Rtl.EASE VALVE'. ET: OJ T'l'Pf. I)f 'tATERlALS INSTAl.LEC - j)IPE AND APPtmTENCES ALSO. INDICATE ALL LOCATIONS O~ CHAH3E OR loIATFR'AL INCLUtiIN3 UECHANI:k.,rolHT PIPE T'I s:..~ JOIN'" PIPE 1) "Al~E TYPE '2"':JICATE e"pTH OF CO".[R OVER P)m:E wm I": Olm:R TtJAH ~o' 1) AS-!JJ l.T U~G"iM ti' ALL JAQ( ,ilt:D BORE CAStNr,S 1N~.JC4rl'<<i DISTANCE FRQU CEff"'ERllH~ OF ~A'i,Nii Tf r..eH EN:] u': CAS:NC A1.5O. '"'HE ASi)U:t.T IHVtRT E~!:VAT100 CF EACH E'.:o OF Tift' CAS,~ Al'{U .aSoEt...:L T 1.~ANCE FnCM .:ACH [fi:O Of CAS:t13 TO lIMITS Of MEi:HAIt:C4L oOlNT P,,'E 41 AS-B!J:LT Et.EVATiCN3 OF FORCE MAIN AT ,to :~TERVAt.S. 20 VUVES (FCR\;:E' ~l.\j" IHS1\tlATICN) ~ CAST IRON VALVE BOXES SHALL BE PROVrtt:D FOR AU VALVES ,NSTALlfD UNOERGJU)lJND WHICH 00 N::~:r '"'AVE E)(T[NOF.D OPERATORS B GATE VALVES feR PIPE LESS T.,AN 3 f\CHES " DIANEiCR 9iALL CQ'*I.lRJoI 10 RECMC!EUEHTS cr FEDERAL ~ECS, ';'''~Y.l4 0 FOR el.\S! :.. ltPE I -: PlUG VALVES FOR PIPE SHALL (I[ MACE: 01 LAST mcw. OR SEroll.STEEL ,\T l.EAST ECUAL TO .A.STM A-IO!6,. tlASS a '::< AIR RELfl.!lE VALVES TO Dt:: AptO ~OO OR EOutVALEHT Af"PTIC'vED DY uTILITY t;OhlPAHY E. ~~j~~ Y~VC~Il~~~ "~:F~ ~~';[ ~~~~COH~~W g; ~1~f~:~'t1~E~Rg~~EA Ofo6!.A~~y~~a;~~~ ~-.i~;. PRES'SLmE RATlft~ CHE(.K >.'41.VES S"'ALl.E.R TIiAN 4" SMAll BE. IJRONZE.BRCNlE tWiC. QONftlroouKG Te FEDERAL SPEClflC~TIOH ww~ ~.SIE, TTPE 4, CLASS A.I25 POlmO 29. SEE WRrnEN SPECIFICATIONS FeR Ar::JITlONp,t Rl"CUtREMEttTS. IF CO";""UCT ARISES BETWEEN PLA""S ANQ S?EC1FICt.TICNS. tHE CONTRACTCq SttAU.. NonFT THE ENGINEER OF ~(CORD AM) hE SHALL.. CETERft:.~E WHICH WILL cavE'RN I;tAHHOLt: HOi!S l PiPE Ct'NNECTlon~ TO U~iltIQt_ES SHALL DE EITHER CF ASOtsl0S CEUEIIT COUPl.INliS CAST DIRECTLY ,'rt'0 t!Ali.HDU: OP or UtAHS or A RUDll(R JUNO 'I:tATER STOP 2. UAUHOI..i' ~TEPS ARE NOT ALLCR7~D THE DEYEL:'pU SHALL P~O''''O[ Qtt[ (II zoo. rOOT !)Cl'NA HEAW UUTV UlDUSTR1AL (XTlrtSIOtt LADDER I TYP! IA,DUfY RATING 300 ,-as Fon EAC'.. t' UANHOt.E5 on fr;'ll.C;iIDh THU[OF (USS THAN 14 HET DEEPJ. .u~D ONE en 52 FOOT EXTRA K!DIY Dti\"Y lHCUSTilIAl EXTErtSIOJJ. LADD!E:R. TYPE 'A, DUlT RATING !CO LO$. FaR [ACt! 15 UAttHOl.ES OR FRACTID~ T!4r.RE01 I'RObl 1-4 T" 2'0 FE!.! DEEP) LAODERZ f':'lR lJANHOLts DUPER THAQ SPECIFIED 'l21U. tit HAHOLED Oft A CASE OY CAS!!: DAOIA. LUltIEJlD FOR "ET WELLS eHAU. .AUl0 Dlt HANDLEli ON A CASE or CA~[ OADIU. LAD!:IEnn 9tAL:.. '.EAR THE U.\ftUFACTURER'S CEPi"jI"~TIOtt FOR t~l'f'ORUANCt TO nOTH a!.H.A. nANDARDS AND A.n.S.l. A:.~.2 COD!. FOR UETAL l.ACDERS THE lAODf.:fO SHALL AU" DEAR ltllt \iofOERtfRIUnS LADOR"T~l1:f lULl SEAL OF .lPPIWVAL. UANhOLE COYER AHO FRAME THE rRA!tt SHALL HAVE A 3D-CINCH) OPENING ')HE COVER SHALL eE telO PIl!CE AND SJAALL HAYE THE tfOROS .Sa.UITARV SEttl.ll- CAST 'NTO IT COYER AND FPAlfE SHALL BE us. FOUNDRY Q uro. Copp UODtr." 650 (TltO (21 PIECt CO\ER) OR APPRO'Vt!) tQUAL. ON SllF 1lI0ATAIt' COHCRUE UIX ALL CCl1CRETE ANDIOR UDRTAR UI:CED ON SITE (FIELD U1XEDI FOR USE ON ANT CQIIPONF.NT Of' THE SANITARY SE\YEt CDLLECTIC!"" TRANSUISS10l1 STSTr:~ !lHALL DE UAOE \1ITH TyP( tt PORTU"O CEIIENT, UASOHRY 'AND, ClEAN PpC:!"!RLY SIZED O.'AVEL liP' REQUIfIED) AhD a..EAN FRESH W^TER IN NO .:;ASE SHALL l.DCAL ~~ SITE S&NO/ DIRT. ROCK O:l STONU DE USED f 3tH .;n .. ..~I..S. ~~1l.~nl.t 11 ".lrt....t.'r [or "iL'w('r .;t.'rvh'(' sh.ll':' 'l' nlat.'('d ;:l'r ~;;:\'t"'t.il_ . ,t:h.i.l.r tho tl>rnlln~tl t'n.. IM,]Xltll1~ i~-l.whe~' \1i eJ..::t!. s,mit..r__ <;l'r....l 10.'. 't'1rtwrs :.11.111 hi? ~ith~r ,~n'l'n F..'I..:. s.1nit....r~ ..,1tt\cr .:,':''''3 ,-r \t[hn f.'!.~. .,anl~'H\' ~lni-M.arkt'r ;f~. ,~. T',pica1 fpr all sl'r\'1d'~. \;~Q: 'M,";.I~ Pr..~tlO.~ I ;;;;;:-Z;--~7g Fn..a.~':::.: .....,.. WATER A'ND SEWl:Fl SYSTeM *,Pf5CIFICA '(lONS F~RSl An Of'F~CE Are.AN a~~~~( BU~LDijll~(~ FLORIDA aEACJ-:l_~_ :::M- .1 .. ,j t.?~...~,:{' \) . \\ ""?",~~T.~":; p.!.'~~(J ~: ~'~"' ,~ ~ . oCr? l;."~ ~ ":;:.~ [:"~0~ Vii'; l ",.o~tt IYf, o..\\~ . .......,' "",.. '\I; .. ~~ ~~,,~\ ;t ." nl~ G_~'JJJ1 ",:"'" ;'r~7rq I"~~~ !/ ,<" ~L; 01i :s 1\ 1.1\12; t...-,', ,:(, v "'~ }\. q "'*~~ ~ jT l,~~ l~(t }~l f,).'1l - ~ I~;" ~ '" \1. , .1'1 lf~~ !:!.r(,\f.j "~A!r '.~ .~ .~ ,~ 07 J?~; ;J" , !'21 ~ 1~ [ k. L' ~ [""" ~.< ... ,.S ki IT fG~ \.)).;: ,~ ' , 'L '>>::" l~l~ t .. '" ~<~ tfil;.." L~x::.{~: f:/ j';: Q ., ~"~>~ " % , 't':J \t~:(~ ....,.--. ~_':C;-- ~~J~ It !l ~' "P,. ~,;fo"~ I 'I , .. ~~ ~'~ '(l' ,,0 Cfi~,; t 0' ,~:':~~ ';l,_...\~ ..~ >0 J ,.j II II <I I ~ C-,I <).-1 ,",.if] ," '~li\ :"';~"t: ~f) J"';b.' , l~' ! Cr. (.. 4( 8% n J'f... ... ~t~~ o ~ ..l " r -\~ t ~ 1.~ . , ,.\' !; t',,- :. 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BANK/OFFICE BUILDING l. 40,000 S..F. 4 STORIES OFFICE BUILDING 40,000 S,F. 4 STORIES s~-II P: I ~ I <;=:J ~ <==> te:)> -I I ~l , -I I ;: '" ~ , ~ l " ! , c:::t""C';;Q!"1;;;J~ I I .1jl ,'~, 6~ I , ,.~20' UTILITY EASEMENT-' 40'n ~ tJ I\-W'fl I IOO',....TIJ,rH1Sr lflJ6 .::rib", S'9R "'/11"9,41 r""" ~ l_~ ~ --===--- ~Ff!''fiIf]):TI~';:;::-r~~;;;:.. ,.' - -~2_86'/ t---=---- t'rtJsswalk Mil""",? EN/J H/OfINft Gu7i5 - - - _ __ _ _ EXI5TINr:r PAyg/iEM"~ 0 to ~p , . ~----fi'~'~ ',-9,",~~ --~~ --'--~""-'- PHASE 1 PHASE 2 , . CIL CONGRESS AVENUE A ,~s;;;;ii;;S',ye-GT''''' 7) HUt, f;H.'h',ll\oC NI)T ....~\II! 11!\JlfV, '~f.,\ll!l:: Ifu 1\\ ':1 '\'If p q :'01 o lM....~ lOO~ ' F" n f(5) ~ "1r ~ E\ft~. un~ II ;~,3d!j.~ , OFFnCrE FBk_lPl~N C~J\9 BftiN~{ fl~n R~~, W~a \Frr~ ..lb:.,iJ llJl ~ :.-..,. ll.dI a ~ \~ ~J DI\~E 4- -/7. 84- ~WN ~~~ b,'~___ lHKD B~ ~B PG PB P,G. 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'~ i'..' ~) 00 u~ :.. " ~~~,~ ~'O'~~~'~JO { ;, . rf'Q ~d9 ~ ft'<::\' ;,~,,;*?;fl '.0 (l G~~~G t. ~ 9,"~ S~i:~ i;J:'> ~;:J~ u', ~ \}) c ~ 1"; o. . 0 OJ 'C;........ l't'WC;C"O ~ ~ ""Q~~U:' -:._~ Q )I~ G On'",b\,;;rfU ~ ~~~ :< ~ ~ ~~~' ~t :~ : :'::~;5~; 08, >:J "b~~2n:: ~'~J ~~ ~ a(~..-;f~f~~r;; _:oaQ ~ ~d\.~ (j ~G ~~ !";'~ - ~~ o ~?n DCP >' G 0" G Got; ~' ~ 0'" ;- (,I) ;: ~"",tkP ,I ~ ~~ 00 ~ff. '''!o \'i." d ~}.' ~ R)~,h\tl~ f~' rt' ill ~~"'~ :~~r\~:i~ II ';,~. "~' Cl '.\1 0"; Fl (t n c ~ : 'I "" o if' ""co " " ~,-;,- "{j(r Qqu,~ ,(IV GC'l '-' " Be \1 o "u <) 9 ~ u t) ti 0 "" '-~ ",;' " " gt\z.~ 6'iY 0 ;)1 "-. >' ,A'G'"'dJ'f:; (F,r 0 " ':y" '.)f' ~<-&' ~;~ 0 o q~.c~ Co ~ '..1 '" ~~ {I ~1d7 0; ~~~) ;':t:~h, 'f ~,~ '''' o o = >>;,;O~',;~, ,,,.) :;., :y ',p '" 'I '1) (J 4~ .~O~ ~'k'" Q ""f'c. \"~";'t{\; (:~~ 8!lxll 11 " " " 17 X 22 14.5 , <'\I ~'\ '~, '4,~_ " .~,. f~ \~-.~- .' ~..,C> '> :~~""~7~0~(r--'~~.~~~~~M:~, '<:' 'I'V~' -l,\ '0'1 'I.? "Jll.~"n'~ ~'.\, \)1) 4;} ~~\~\~} ,"'7\\"\\'" "",\,.Il.1~,\ I'" 'o:',~'; ,. [\ '~;\"<(n -"It ~,;',~'H~~\:Z)5)~ j;t~~<, ~ts ;\,~\ dJr,,' \' ',\\.J\ Or) . :,({J;' I._~ 'h ~ :"1 t!'\ '--'r~"~~~' ..~.. "-" ...- Q ",--~'7t-l~'& . o '~l" v ~ l'{ :~;.~,}), "..~,: ':''\~~~l~ oJ " ii' '~\\J d J~,;4'1"';: "r!- '-'11';" 1/ 0....::" ~" r/ -~ 't" , '- ,{ (:"> , t. v GENERAL CONDITIC.NS , LANDSCAPE 1. SCOPE 1. DRAUINGS FumlISHED The no~tractor will be furnished TPO Het~ of drawings and speci~jcaliont' "i t~cut charer '. Thc Cont.ract:>r ,,;,all pay the ~ost of reproductiv~ for any ~ddltional copies of thE dra\7ing3 a\'!d opecifications furni~ht'd I.:> him. Tile scope of the \7orlt consist,; of furnishing all plants, materl"IH, equipment, necessary ~pecialities and labor r~quirpd for the installation of plant and other m~terials as shown on tbe drawings. 2. REFERENCE PUBLICATIONS 2. LAYING OUT \701lK The contractor uhall layout bis own work and be rOHponblble for measurements as shown on the drawlngH, to dime~sionb if sbown, Lo scale if n~t dlmen&iuned, Exerclse tip~c!~J care along property liaes and OdueOl:lnlii. Should benchmarks or ",onuments be d~gturb~d or destroyed dur:i::g th~ COUrti~ of tbe worl4, they ab..ll be repll1ced at no cost to the Owner. The foli~wing standards form a part of these specifications: 1.) Florida Departmel't of Agriculture "Grades and Standards for Ilu~sery PlanLs" 2,) American Joint Committee on Httrticultural Ncmen- clature "Standardized Plant NWIles Dictionary" 3. EJiISTING UTILITIES :;,) "The H.,nual o'f Culti1/'ated Plants" (L.H. Bailey 1949 ed'.tion). f'f ,t Care shall be tnhlilil not to disturb or d<llllao;e exh;i,J:Jg utLlitles ~nd unde~ground improvements. Any damage to these facilities caused by the inst~llnt!o~ of th~s ~~rk will be repaired by the CnntJ'actor at no cost to the Oane.'. Where underground cO!lHtructiun or obstruction wiH not perrol t the \7ork to be done i~ accordance with the drawin~ a liatisfa" lory u Ilt'ronti ve will be deaJgnated by the desill"lpr. ... i'!!>Jl'ECTIO'iJ Landscape contractor to be reuularly engaged in the !nstallation of livinv. plant material. Labor crews shall be controlled and directed by a landscape foreman well versed in Inad~cnpe ~tlstnllntion. plant materlals, reading blueprints and cOurdination bet\7Een the job and nurs~ry. The landsLsr-e contractor shall carry any necbsuary insurance and all 01 his workers shall be covered by Workrnen'e Comp~n~~tlon Insurance. 4.) "The American Standard for Nuruery Stock" (1373 edition) . 3. INSTALLER QUALIFICATIONS ,~ .," ~ Ii ,~. Uethods of protection shall be maintained at all times as,required to insure ~ll person~ and property againlit iUJury and shall be ~Dintained until lhe ~ompietlon of all work. \: ~ 5. OI1N;,;RS REPRESE,,"!'ATIVE 4 , SCHEDULING The deslgner ~halI be tbe Owner's representative during the tnsLallation p'~riod, He has autllorlty to btnp ,hc' work 1:" nec{ ssnry Lo in::;Ul~t: j lh prOpel" ex('cution. Tht" deslgne.. ,,;han h:ltve the right to reject, at any SLaK" \If tbe operations, any and all wcrk witielt, in hls opinion, does l!ot;. mct>t the requirements of lltt.lse t;peci fil"at j(ins. Coord.nate installation of irrigation system with landscape In,,;lallatihn t.o avoid damage to eiLher. Irrigation in,,;t~llation shall precede lhe installatIon of plant material. !nHtall trees, large B&B material, shrubs and ground cover plants before lawns are installed. 6. CHANGES IN THE 110Rlt The Owner roilY order Changes in tbe \7ork, the ContrlU'L Sum bein!:: adj,;,stcd accnrdingly. All Huch order,,, :Lnd adJuslm..nts shall be In vrlting and accept"d b}' the Owner be forI.' I.'''''''U- ling w~rk ir._olved. 5. MATERIALS LIST Plant species and size shall conform with plant I.st. "'be ..uantlt.es given in the Plant List al'e for the conV('~ ntence of the contractor. Tbe Landscape Contractor "hall furnish and plant all the plllots requJrl'd tu comph,te thl.' work sbown on tbe plan,,; and in the,;e ,;pccIfication,;, ~ l' ~ ;, 4 .~ ~~~~~, ~ c/~ "1~..zn'~'~ ~~~~ ~~-t ~~Jtf r. ~ ~ &- Nc::ma. co "'01 c:.1,ST'" \..,~ ~ ~'tft#_ . . ~NT """-'- c::.u-=; ~,'(,.-i};V O\~ Jta. 9 \N/~:>,,=> '<""",. '-'.., "-~,3tZ ~~ '1'"1=lG1::?:. ~N'r ~f?~ ~ i::tt - ~ /~ y- .,. ~~'f4f ~-?i I 'l~' ~~~. ~ ~ ~t~~ w'lt y :~~ ~'~~ift:,~1 - ~~- .~f! ";;I: -W ~2".0. ""'~~ ~' ~~ ~~~ ,Y, '~~ <:'" ::s cuv "-II~C; - I....CASe:. ,.... ~ ~ RU3DSR ~~ W6-4~ 'Ne"-A.~ A.E>cUT' ~ Gt:>.WJ. "T1.lRN eauc.t<~ sc:.:-r- ~ TO CRCEa\N~ C5~ '@=?=I~ t-CVS1- - ;~' GUY ,^,IRE' l~'~ R~,,= N..~~~~:~ ( "'~R- <<I' c'r.... '-"'''-IG f~r== ~~ A..:.NT'\....c;; SO\~ ,.,...".~Q '\Nn-.... a:::X,\Sl\NG ~'L-. '"$"""-:= ~-%:.. ~ 'P~' ~~~ l'3 r::F' SAJ.....;;;, EllI = ...........~ SP!:!C!C!l~~J 1~li:lE PLMJTm@ r-JG OCALI! 'j''iPICAL YRl!1! PLArJYiN(! C, JiJll) SeAL!! :{t I I ' l ",'.' ^.";J.~Itt:~'- -, " ." I " '~ Jl .~ .""" ", _ ,(.... ....;~ ,~c \\.v.... "U~"'...~ ........."'- , (/;;> if,~,;_. '!' ~..: jOT':'rS"':<':.>\"f ;'::tf:",.,l, ,~\v-~~' J..~,-.;r,1l{.\!..:4 -><~J/M, tl}~1;!,:&' ~?- ,-",6;.~~ J'''' ~ - "t.J~/~.'t;:,AJ> 'J /i/~!j {S . r..::l~;'l tv. '-" 4'~ ~~,\<"--: t]-;~ 'II, .~7:~~!. ~~ ",,~~J ~1?"}~~~' \i't~~~,~~~1 ~__ll . .[;';;\}/~'J'=,~~~;';')J~~,;~\,', P l;, ~f~~,-~r*ot(lfff~iCt~' t,~ ~j ~;~'-,~i:f?j~~?f~~ :;(,,, ~ ~~, ~~., :;I~'/. ;..-, {~: -,~"'5"""" " "hi ;\~:',,1;;.~ ~=-. . \~" '.' -:-,.." lil .-'~~, }N- '~7:.IJ '. ~I.i.'j.;..~ 11 ",I -)}).{) '1:~l;df _ 1: re!,1ft ';'" " ~ 'In ~ ,. ~~.y. 'v "" ~-....-~ Ii, PLANT ~:ATI::llfALS 10. PLAlrI'!l;G pr.o-tlIDunEs All plant matarial ~hall bo nur~ory cr~own unlooo othoruiuo noted. i'llinlu shall "t~ eraded Florida No 1 or hott..r as outl tilec unth:r Gt'l1d~~6 & Stnndnrd!.o: r"r Nurserll P1nnto. State Plant Boa~d or-Florida, Plants shall be m..auurod before pruning with brancbes in normal positi..". Plants ,nUHl "qual or exceed th.. measureme!ltu specified in t.he plant list which are the m!~imum ~ccept.abla sizes. Those plants specified as Hpecimens are to be approw..d by the designer before being broug~t to the site. All plants sbai1 be installed in accordancu with the best horticultural practice. Treos uod shru~s, ~xcept as otheroiee opecitie~, r~all be ao' on the propor noount. of planting Goil in the proper sizo of planting pit as opecified n~le BO that, aftor compaction, the top "urf~~t of tbe root ball uil! bo flusb with tbe final grado. ~Bt plcnt~ straiabt ~~ ~lum ~ fased, in iocations st:mm oa the aruuings. '\'Iilere largo ballad and bUl'lc:pped plants are eot 1/3 of the planting pit. sb~ll be tilled with exiDt.i~~ Boll mlxod \7itb planting soil. Reoove burlap, rope, uirea, e~c. fr~ the top of the bails, out do not remove burlap from underneatb. C~plete bv.chfilliuB then thorcuably \1Dter to r~nve voids. ~fter plantincr hee been c~ploted, form c well around each puln~ extend1n~ to the li~ittl of'tno pit. Before plante ura b~c4ti4led ulth plunti~cr soil, fertilizer tablets (AgrilorQ 20-10-5 or o~u~l) shall ba~lnc~~ in eacb pit according to aonuZact~~~r's dirc~tion9, Plant materials in containers ohall bave n well establiobed root syst~m and shall not be root bound. All plnnt materials not in ccntainers shall he balled ~nd bu~laped and dug \7ith a firm natural b'lll or eurtb. Ballo ohell be firmly ~r&pped witb burlap or sioila~,~terialo and bound witb tuine, cord or \7ire oosb. Tbe ainloun ball sizes "ill be ill accordance wlth "Grl'dea Ii Standa?::!s for Nur!lery Plants, Part U". ~G plGl:t shull be a;;:cspl,ad if the root oall bas been crnche" or b~oken. The balls ~r balled and burl~pp~ plaats which cannot be plant~d immediately on deli,'ery sball be protocted fr= drying windu and ~uo. ~atcb plants used ~bere s~etry is reqUired no nearly as pormible.D 11. ':i'EU\Ir.JP1~!I'IG BxisUlI(( t..<l'&O Ilnd sbrubs tQ be trflDspl!\l1ted Sbb}). be moved in acca~~nnce witb ~pt8ble horticultural prnctice directly to nco lcc~tions ms ~bown un tbe land~cape draulnE9 or h~el in en sIte until area is ~eady for tran:3pl!mtincr unless otberwioe no"ad. Substitutions oill be considered only nfter auard of the contract and then only for gcad cause and as nutborized by the Designer, ehould ~ny entertaIs be fouad to be unobtainable prior to bidding, tbe Designe,,- oball bo notified in sufficient time so tbat be may cbange tbe specificatins for the benefit ot all bidders. 12. S'l'lllim:; MID GtriWG All tre"", aOQve B~1t foet (0') in heiaht shull be sup!",>rted ..nd held in an upright pr,mltian by staking nn' guyIng in acordance oitb best current horticultural and lnndscl>pe practice. and tn u cn~nor ~cceptnble to the Owner. No nails ur otber fnateners wIll directly penetrete the trunks. 8, PLANTING SOIL Planting soil sball /'~ sandy 10= and sloall t::/)ntair, a minimu~ of 25% of Q~~omposed organic matter, Soil bhali be free of coarse sand, stones, lumps. clay, sticks or other foreign m~terial, Soil shall be deiiverd in a loose frlable condition, Uarl "ball not be u',ed In gr~urtd cover planting beds. 13. MULCH ~xccpt as otherwise specified, mulch sball be ~ypr~~H bark mulch. It shall not contein sticks larger than one inch 0") in diameter, ston"'1 or olher for.,ign material that will preVent i ts ev'~ntual iecny. This uhall b,' appl "'d to nll planted areas t:1her~ indh'''ted so that, after installation, the mulch thicltn..ss ..ill nut I... 1 eBS than 2". 9. PLAI'IT PITS All plantIng holes shall have straight, vertical sides and flat horiz~ntal bottoms. The dl~eter of a hole "ha II not be less than toice tbe diamet..r of tbu root bailor tw"n\y-four Inches (24") greater than tbe root baP; whichever is SlIl"ller. ThE" dept!! of II hole :..hall not be h~Sb than six inches deeper than tht." rC~1 ball. The "pace under and arounl! tJle root '>all, \71 thlll the hole, "hall be filled <lith the above specifl"d plantiol{ stl1ld. AIr po"kets shal1 be elillliuflted and the uoil compacte6 by onterlng. 14. llAIllTEtIANCE Maintenance of all tr..es, sbrubs and ground covers shall t'ontinue unti J lolcceptance of sucb \7ork by tue Owne. and untii !inl!i1 payment. Such maintennn~e sball Include th.. reoovnl of dead or dyincr branches, weeding, watering N~: 11 II " " I, I, " I, " " " " " " I, I' , , v~ rl& ~ :d.m~l \:> ""'" 'iS~.~'f'.v:;rf1;f>. ~ ~ " . ~~ 1}1~ '!h N=: co Ncn'" CUT' ~ ~ "'if.' It <J. i~ . ""'-t1'-lT' AU- c..n:s ~ It-<t. <:I " d V-;!,' <? ....,/ A~ "I'A= "'''''>-<<" l~~ )& [~~~W ~~~~~V'GW '^^=~ ===~D>= ~ t'l! "../I' II If ~T" 7'~~~ l:-..s- r~:"N~~~ ANGU::C ~." ~ ~ "'-li" 'I ' .. I ilfj:ti' " a "-loot> a.....a. ~ e: ~ c::>o-<<:: c::G\"-'T' ~ '^'~ur 0\'- ~"':""~ Il>a'r ~ T"CI Q)q,G\NA&,.... ~@ 'Tl:)~,,- ~ ~ """"'NT' ~ c::J.nS ~ 'Ii' ~ ""I ~~ -n:=tt::Z. F\O.lNl ="- I I L-___ __, ~ ~ ~ ~~NQ=\I_ cc:::::c. C;;3'c::::... I~~""'G=I"" ~~= ""'"'" ~O'i"1NQ, ~~ c~r::::;::::z.c.. 1~Vo:t::> 'P'........",NQ. eou.... ",VI'n-I ~ST'I""'G =~ '" "~I' P '''. .~,,\ '0 6' " ,6' '''-!!.:.\....--., ., ,..}~, ~':<;d""'" "t':: '\ and normal pruning of plant mnterial, DB ~ell ~~ ~uch otber J'equlre:::ents nec"Hsary to ltoep living lllatet'lal13 in a healtby condition. 15. CLEAN UP Tb~ Landscap~ Contractor 8hall, at all ti~~8, h~u~ tho premises free from acc~~ulation of waDte mnterlnl and r~bbiuh. Before plant~ng is considere~ ~~pl~le~ and ready for inspection, all planted and disturbed arCas shall be removed frtT.ll thl' si t... 16. SgD It shull ~e the responsibility of the Land~caDO Contract.or t.o fine srude (band rake) all ~d .re~ t.Q rQ~OVO all bumps, ~epraSllions, 6tic~s, stonee and otber GohriG,' The Bcd shall he of the typ~ callod for on tbo Inndar.ape d~ratlinfIs. !'ree of funaus. tteec!a. .eroin or aM)(~1r disecwC'R. I t ,"ball !Iallo a c=paLt crroutti and ((.;od root SllO=. Solid sod ohall be laid wi~h clooely nbdtt~n~ Joints and ~~all be roled or tumped to,nn even surfacu. Tbe Hod ed&c shall be laid or cut at tbo edge of ~11 pavinr. and ~hrub areas in a manner tbat uill p~esent anent, clean appearance with staggered end joillts in adjacent rOt1G. Sed is to be installed ~ithln ninety-sIx (CS) hours of barvestillg and it shall be walered i=edlat"iy ",ft~'r tranuplanting. Uaintenance of sod sball be by the ~ner. 17. GUARA,tlTli:E All new plnnt materialti excpet grass sball be ~\arAnteed for six montbs from the time of acceptance nl.d ,,"nil be alive and in satibfactory gre;wtb for ench Sf'~cH IC Innd of plnnl at tbe end of the Il'uarantee porlOd. lht' Landscape Cc,otractor sha;! not be r""lIc)nblbh' {.Ir dwn"ge caused b~' vandalism. wInd 5torm.. or u~h('r at'lb of Cud beyond his cootrol. Existing trees transplanted nod relocated on the SIte cannot be guaranteed. Sod shall bl' guaranteed lor a two munt., period .IannI: Irem th.. date of planting. YVD~@lU.. I?Al1.tJ DUCITCt:JO tJ@ Q@n!l.C1 R6'~ Po. MlN. OP ~G >,$. rrt,... ~t1 ~~-TF~l~~ L-- ~*'.~ I &f~ ~vID -- L~k::l ;:.idYJ . f.:~ 0 J,,..- ,. '~" \11 ~~" . , '". ' TlE a"""'" TO"""'.I.J>o.lK, ... Non:::: D ~ NA.!l-G C>4A!..1o- al'.4~. ~~~-1I 0 r==-~"",= ~:-<;, 1"::> TF;\.J>o...!K -:;> ~ ""''' --.--' " ""'~'-' ~ =-:'1: ~ / ~~1~. ~~ ., <:!,'? -;'R'a.....~ T'I~= -- " ~ ON:n &=..0 -t::::<N::I =l:l" :-;. ~ ,,~ =-. ~NUT" ~ ~~.... L\ 'U.. ;' ~~ ~0~ ~ ~ '0 " f'l = A.t:::::::=J;.-~ ~T ~ P;....lNO ~ POl; <::i? ~ -~ a. F'\~ O?-' ~f ~~ ~ lA~iQ}$<CA~iE ~lG>>~CR~gCCA unoG\'J~ U""'\,...C?~ Y'I"PBCAi. YliiEfJ PLAWYimll n GYAtUWO NO OCALU , \' I ' MICHAEL T. CA1STOR DESIGN OOltrol~noN ~"G tl I 1SM IT ~ .' ~~~~ !:, I, >>'t,JISSLER AlA ~~~~.~t~::.-a~~~3~_~~~,43.~~ __.__.~~ ~:-;;'7,-'.:'",~~~' .. , l> ' .''::\r5!\t~"'\f''~\;J'''''''''''~'''<Si;JJ:';\,.....,t::..~,<,-:-r''''' "''''"~'''il"'''' '" ....:,;,.."').., ....(4.. ,~-"~.~ t-:-:r:',_f~.~'.,~''::- .,~t '~/l-;'5,{':'...~;r;"- '~'t~, ?\F '\\x~ ~<,/q ~I.t';~/'/ "~r"3\'/\~~ d \'f1} '1'(\;:;;:P';;;~' oJ0. ~ ~;~~'b $'.~ ~h"-,- ''',Yl,!f, '7,~o -~ .~~~~ -j~,' ~ ,'~'{L"}! ~?J. ~,r"~' '~.I)C~fP_ ~ ~ . "A1" ~~, I\),~":< >'il!) '~';JJ ,1/ ;n1 '~>'!!f j;:f'~-r; ~J&~~,~l"?-..:t't~~ ~~~ \:~t!\!"~';;~'b '~~;,lt~'!Y)J~\f\,,~,iA~1~~t\~~AP",3{, ,~" f p. I j , , ~t .,.-,,', ", ~", e-. ."~f:!)\\~,;;,,,,~,,;>:' ~,,1~'~.~-?,'f~,~~~\:(;J(~~t Jt', ~ _,' .', ::;:/" ~" J,I,. ,.", :J'"' j . " " :,_ \\.. " "\ '6 ,'". '(:_'("'-' _',-=-~;; ''''~,' >.)&;,*,1: '//#:''::',; ,'.:A:''''-'t~';:1r..,'V,..'c..""..y,- ''2'';/ 'j.~" ~"I \~'.i' .,< "~:'1?' 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[p c r"~~ 0' b- " ."JI i~\ \,",.,.,";<~"..II'.~\'''..... r!t).~.r:JX\:.y ..'.. ~ ," ~~ <:;.:fJt,~:" 0" :;W ~,rDV,-,..,,~.r ~v t;'?:\ . '~;;,', 7 f I ~ " 7,',.., r r r j I 1 ~.. I 1 4 I ~ J ] J "'" ;;''1'. '" ~L ~i ..}'I. l!t;l, 1 r ~ f,~ J J 1 d 't( ~ J '] ;, 8!l"1l 11 ~\ ., ~ ~ ' J 1 ~ f ,1 '0: 1 ~ \~' 17:<22 14,5 , .n J ~ ~.J ,] r' , 9 ~~ ' ~ 1 J J J ,,1 1~ r "J, ,~t~'j' ~,~~~ ~, :;:;,.: '.. ,',_l'_ l<~:J t 1 '1" 1;'1'!;~li,~:*it\ '"~~\, '. "''--~- ~~pl' ~~ ,~7:j.)r'.";,<ur,, X:('~""F~~ = ().~ '1'>:,' ". " .1 'm~ \1'. ~ ;; !:Ii; ,.....1; ,1; ,,<_... ') c; {r~'.:<-~l" : ,.(.:-:::-~;., . .....,~~<;'.~;,":",;:~;g-':~1j..<->j;'2:A~..:;~'l:ll... '\:),0 ';\1... J,' ~r " /) ~... .. "; ~,,'J.~" 1i"~~, ~~. I ... : j " n Q OVERALL LANDSCA~~ - PHASE~ ! T"EES AND PAt.MS QT~. BOTANICAL/COMMON N~ME llEllHT SPREAD R~IARKS 14 COCOS PLUMOSA QUEEN PALI,I 39 OUERCUiJ VIRGIllIANA LIVE: OAK ai12i~6:22' STAGGE:RED HT3. C.T. 0-10' 6-B' B+B )4 SABAt PALM~TTO SABAL PAL~! 13' ,12' ,16'221 C.T, sir, 3GBRED HTS. 16 TABEBUIA ARGBNTIA ~IELLOW TRUHPE1' TRnE SHRUBS AND ~POUNDCOVERS 10'-12' 8'-10' IHB FULL 19!J ilIB;C:,U$ POSl\ S!NF''lSIS ..EO it) BISr.US IlEUGB 10;1..16-' 18"-2~:1 21 0 t. 30 12". J S 18"-24" .1' f).C. JA!Fl.LNl1~1 NULTl I LORll~l D'.lNi'll JAbr.tINE LAN'I'ANl\ l'lEEPING LANTANA 200 NERIUt4 OLEP.NDER "PETl'l'E" !)\)!l:U' OLBANDER 50\-12" 12" l' O.C. PURPLE: 200 18"-24" 18"-24" 2' O.C. 8 S PlIIL()!'JENDROM Sl-:LLOllM Pl\lLOl:\ENDRON 640 VIallRNUM SUSPENSUM SliEgT ','I llURNlll1 24"-30" 18"-24" 2' O.C. 301t-3611 1811-24" 2' O.C. NOTlS.j! I PLAlI TAKES PRECEDLNCE OV~;~ PI.;\~T LISI'. ALL L)\NDSCAPE AREAS TO BE AUTQt.1ATI::ALl.~ IRRIGATED 150% C0VlmAGn, A!,L PI,J\NT!l~ BEDS TO BE C~PRESS Hur,cIlED 2" DEEP. LAlIOSCl\PE COWl'Rl\CTOR '1,) PROVIDE SHRUB SIZ!::S ACCORDING TO COlJr:l ilEDt;ES TO llE 30" HAXHIlJr.l 10' ON EITalm SIDES OF EN'IRANCES. HEDGii:S AI,ONG FUSLIC RIG1:'J: OF IqA~ TO BE MINIHiM 36" HEIGHT (EXCEPT MlGVR). ~~EgS 35' FROH CORNER iNf8RSECTION TO HAVE 6' C.T. PLAN SUl!JECT TO ADJUSTMJ"/T B~ LANDSCAPE !\RCHITECT. lUrr. OPEN AIlE~.S TO IlS SODDED WITH tillED-FREE ST. AUGUSTINE/FLOkATAM SOD. FU'tURE CONSTRUCTION AREi'. TO BE ARGE:'TINB l!AIIIA SEEUED AS S'lOIii'l. :::z -:'~. o ;~.....;~ [\:1 ,\--,,'I'll 9J@...R,A!4!..gEQ~S~~~....f!I1\SES 1 ANU !It!:!;.!LAND &LI41> UTY EOTANICAL/CO~U40N NAME )4 rceos PLUHOSA QUEEN PALM ';4 UIJERCUS VIRGINIANA r,rVE; OAll 14 SABAL PALMETTO SABAL Pl'l.'['!.! 16 TABEBUIA ~GENTIA ~ELLOW TRUMPET TREE HEIGII'l' SPREAD Pl't-lAlU'.. 8.12:16:22' C.1. S!hGGaRED HTS 6-1.0' 6-8' !.Ii-I! a', 12' 16' 22' C.T. STAGGgR~ RTS. 10'-12' 3'-10' S+S PULL SHRUBS AND GROUNDCOVERS 1!l0 HIBISCUS ROSA SINENSIS RED HIBISCUS HEDGE 30"-36" 10"-24" 2' ry.r. 60 JASMINUM MULTIFLORUM DOHN~ JASHINE LANT.\IlA t'1EEP!h" LANTANA 12"-18" 1a"-24" 2' d C 200 6"-12" 1'" I' O.C. PUnDLE 265 NERIUM OLEAnPER "PETITE" DWARF OLEANDE~ 18"-24" 18"-24" 2' O.C. BS PllILODE:lDlWN SELtCl'll, PHILODENDRON 24"-30" In"-2~'' 2' D.C. 640 ~l~URNUM SUSPENSUM SNEET VIBURNU~! 10"-36" 19"-24" 2' O.C. tjoms: J'l.J.N J nl\ts l.'RECEOllN::l3 OVER PLANT LIST. fl,1 tnNuSCAPE AREAS TO BE AUTOMATICALL~ IRRIGATED 15ij\ COV~RAGB. ALL FI,AN'l'l~:; BnDS 1'0 DB C~PRES5 r.lULCtll!D 2" DIlEP. LANDSCAPE CONTRl\CTOR TO PROVI!)E SURU" SIZE!l ACCORDING TO CODE: HEDGES TO nE 30" MAXU:UH 10' GN EI'J:IlEll rHUES OF BNTlU:.NCBS. HEDGES ,~.LONG PU~LIC RlGEl1' OF \'IA~ TO BE rllNT.HUll 36" liEIGll'i' (Bl{CEPT ABOVE). TRtES 35' FRO!I CCRNER INTE:HSECTION TO HAVE 6' C.T. ?LAN SUBJECT TO ADJUSTMENT BY LAMDSCAFE ARCHITECT. ~LL OPEN AREAS TO Oil SODDED WITH tiE~D-FREE ST. I\UGUSTtlill/~LORA~AM &OD. IR?IGATION PLANS - FRASE I LEGEND: @ HUNTER 075 POPUP IU'l'i1 ~5 NOZ7,LE o RAIN8IRD EnOOF SOLENOID VALVE SYST~! DESCRIPTION: THIS S~STEM CONSISTS OF A FINAL PEID4ANENT NINE-ZONE SYST~I AND AN !NTEI~DIATE S~SrEH THAT CONSISTS OF SIX PERMANENT ZO~S AND ONn TEMPORAR~ ZONE, PLEASE NOTE THAT ~AGE 1.-7 SHOWS THE PINAL SYST~I AND PAGE L-6 SRONS THE T~4PORI\R~ SYST~,!. NOTH ALS~ THE 1~lO POINTS ON PAGE L-7 THAT NILL INITIALL~ IlS INSTALLED AS "SHORT" ZONES TO IlE COMPLETED ON CONSTRUCTIon OF PHASE II. THE SYSTEM'S ZONES ARE SIZED TO RUN AT RETV1&EN FIFT~ AND SEVnNT~-FIVE GALLONS PER MINUTE. THE PU"P SHALL BE DIRECTLY STARTED a~ THB RAUIB~RD TWEtVB E'.TATI0N COll'i'ROLLER. TaR LOCATION OF THE CONTROLLSR SHALL BS AT TaE DISCRETION O~ TKE PROJECT PRINCIPALS. THE PU~P SHALL BE FITTED WITH A CAlmL BASKET STRAINER, A CHECK vALVE AT THE LAKE EDGE, II UNION ON THE PUMP SUCTION CONNECT!ON, AJAYCO 3/4" RELI8F VALVE, A PREZSURE GAUGB, A PRIMING HOSE BIBB, AND A DISCHARGE GA~E VALVE. INSTALLATION NC1'ES, ALL MIST HEADS TO BE MOUNTED ON POLY NIPPL~&, ALL HUNTER HEADS TO Bl: MOUNTED 0:: TORO Flmlllr J>IPE/IHSBllT ELLS. VALVES ARE 'i'O BEMOUNTED IN AJ.IETEK 10" VALVE OOXES. ALL PIPE AIm WIllE CROSS:i.liG UNDER AN~ FO\U.I 01" ROAtlWP.Y OR PAVEl~EliT SHALL BE SLEEV~D IN APPROPRIATE SIZE srHZDULE 40 I'VC PI~E. ALL WInE SPLICES ARE ~~ BE MADE WITH RA!NSIRD SNAP ~ITE CONNECTORS. PLEASE NOTE THAil' nUB TO THE POSSIBILITY Or ACTUl\L FIELD CONDITIONS BE:IN" SO!\EWUAT DiFPERENT THM l\tlMIINGS, THE CONTRACTOR SHALL BE lleSPONSIELE FOR PROVIDING FULL COVERAGE A.~O 100b OVER~P ~lIlERE FOSSI6LE. FAILURE TO CLARIFY QUEGTIONS AND INTENT OF Dfu~qlNGS, AND ALL PROBLE/.IS AND EXPEllSES IISS0CtA'i'llD THERE:liI'rH, BEFORE SUBJ..!!'!'TAL OJ! IllS'1'ALLATION BIDS, SHALL UE TilE RESPO~lSI\lII.I'1'Y OF T:lE INSTALLn:(; CONTRACTOrt . .10.._-'". / . Co;\ 'b \\,\ PtJ\N'l' LIST - TmlER 1, PHASE 1 !~~EB AND rALMS. !lU. CO'1'Atl.[CAL/CC~!MO~l llAJ.1E 4 ARCMONTOPUOEllIX ALEX. ~LS1tAlmER rA).l~ 4 PHOEll!X tlEn,n~p.'1 A Sll!!BGAL Pdl' IUIU..I 3 PAunOTIS WnIGH~11 SMl TUnTCU PALl4 SPREAD ltEAAtmS HELGHT 12'-)4' O.A. TIlI?LI3 CAllES 12'-14' I).A. ~lJ>>. 4 cAllBS 8'-10' l' A. HW 1\ CAllJ;:9 1\ DRnCgMA ~~RGIllATA DRnCENA ~I!II. 6 SElIDS FULL 5'-6' O.l'.. SHRUBS AND GROUND COVERS: 20 !~OnA NORa GP']'!' Noaa G~lT IXORII 20 Jl'i?JIIIlUM IWLTIFLORUM DO~lN1! JASt1INE 800 LIRIOPE MuSc~nI LIL~ TUnl' 40 FUILOOEHDROll SSLLOUM l?IULODEllIJRON 230 PLOM5AGO RE~GNS l?LUi\lB);GO 10"-24" 2' O.C. 12'-18" 12"-10" 19"-24" 2' O.C. 18"-24" I' O.C. 6"-12rt 10"-24" 2' o.C. 24"-30" lO......24D 2' O.C. 12"-18" 284 PORTULACASTRuM SESUVIUM 1'llRSLANE 12" l' o.c. (on EQUAL) COitSR HI S.P. FULL COLOR A.S. 6" !J~' ALL PL!\NTER ARBAS TO DE CYPRl!S&~IULCIIED 2" DEEP. ALL L\NDSCAPE APE~S TO BE AUTOHATXCALLY IRRIGATED 150a COVERAGE. Illi~IGATION PLAN - PRASE I DBTA!~ LEGSNO: ~ TORO 512-30 STRE~ BUBBLsr 0- 'l"ORO 516-30 STREAN IlUBllLER ~ RAINSIRD 1304 a~LF iSH o RA!NBIR(\ 1004 \lUARTI5R 150 ~ RAINElXRD 1304 END STRI~ 15E5T J[[ llAIHOIRD 1804 CENTER STRIP lSCST o RAINBIRD EP200F SOL&NOlD VArNE INSTAL~\TION NOTES: THE PROVIDED DRAWI1<G ILLOSTRkfES PH~SE ONE DETAILS OllL~. ~nB ~ONSlRaCTIOND~TAILS OF PHASE T1,0 IllDleATE A NZAR ~IR"on COP~ OF PIlASB 1:, IT SHOULD BB t,QTED aCWEVER 'i'nl\T Wlrn TIn> ADOI'i'IO:l OF ona 1<:ltTM LANDSCAPED EXTl>RIOR l'iALL IN PLACE OE' TdE DllIVB-Il't nAUlt TELLERS, AS INDICATED Oil 'rilE ORJ\WWGS, TilE IRRI(;AT~Oti SYSTl'1-l WILL RAVE TO BB Al<lBNllED 1l00tBllIAT BY THE INSTALLIKG COr.rnACTOR. GUIDELWBSFOR FIELD REVISIONS I\RE AS FOLLO,lS, mlAD SPAClt;G - 'MRO ilUOtli.lffiS SHOULD llB St'ACBIJ FRQ.:-l 3 TO 5 FEET RAtNDIpJ) MIST He,\DS-~SHOULD BE SPACED AS REQUIRED 'IO PROVIDE ~'lJLL "OVEAAGE tllTll 10(1\ OVERLAP IF POS5Il>!.C. l'I.!l.\Sll !':t.'CB '111l\T 'ruE '1.'\';0 ZONES liS SH:ulffi ON TilE DRAW'UlGS FOR PF-AtlE X cr.CH C!l.l<RY Al?l?1\.:)lU~\TELY S5GPM. IT 1$ ES'UI"J\TllD 'I.'!lAT TIlE D,)UIVALl'il?i' ?OilES WIt;, EACll CARRY 75 GPfol. PIPES SeI\!.L BE SIZED 1\S FOhLO~S. 1/2- 3/4- I" 1-1/4- 1-1/2" 2" 2-1/2u 0-4 GloM 5-9 GPH 10-19 GPM 20-29 GPM 30-3? GPM 40-59 GPM 59-OVER GPM AUG 0 1 \S3~ ~r.;CNf'..$l T. C,6J$rO~ !};;~'\l CO~KJ~noN AUd r:, Smr.~SU.R, A 111 232PdmCQl.'it,O;::~/~el'. Rut~ ~ (~l2113.'9t:4.0 ~.~...... ,,:; .v;-,'" e' t: ;:~; Co ..." ~~ ~<! cd W @ ~ ~ D= m , . t..:;? d C9 ~ @ f:!@ (..) p.. t9C3 ~CD ~ Ytn V@ ~V) ~ ct d ~ ~"o"o,."~ "",i!rr~'" ~,,~,",' :,'iiJ ~ M [J g ( El? 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