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5743-5749
~ ~', Ie ~ : "',",'~ .:" v1. ,'" "~', ' ':, ' ' , ,~ ~~~i~~~~~~~.g~"'~f,~~,t~~ r ,'f. .. i I )\ .d u ..' .~~ ~ ....~. ,Q, ) t:\~>;.; ~" r,,_,:; (I" Lc ~",..,;(.-; I ~ ,. j " ~ ;, , ."6,, ~, l" .....;.....~~~ .~'r...i-----...'~....~.._~~,.~_~,~ . . :i I I i ~ I I , r;-::-:"','~"+-"~, ,'.... ~~.~~,....,;, City of Boynton Beach ~MCROflLMll~UTSHEET Planllhlg DelJartrrlent Developll1ellt File .......~~ - - ~ -...- ----- ,- ~~ Pro"ectName ~.' J C ~\,t'ft. _3 IiI )&7 ( I ~ Date DOClrMENT TYPE Parking Lot Variance - PL V Conditional Use - CU D D D D D D Site Plan Modification - SPM Preapplications - Preapp Master Plan -lvIP . Rezoning - R Master Plan Modification - MPM Rezoning and Land Use Element Amendment - LUEA Preliminary Plat - PP Site Plan - SP Annexation ~ A Abandonment - Abdm Number of Sheets ~S) G f l0,vvs Year rcrg~ D D D D o D CO:Nll\llENTS: Approved ~ Denied 0 Conditions [-:] @;j:;i;;;1!i.;ftllll;WW;0'~_Ji~;;;@1j~if.i':it~i!i;WM&~M1;i:;'f'i'iiti;jW;t;S;;;t'!t%1!'f{:il'i' Fiche f~ol> I ".K of X I Retrix No. Frames <.J · - ~~:L! 1L: -G?i1-;Z- b~ z (tUMlli%.1kt@;#WtiWqiB0tWI!~JW;~(Q)mmm~~iiiW&Hij;lBirJ)gt@l;iiw;i@701 iil~illltllYl.ii~~'l!i~:;1!,~iiii~~wiw~!tilli+;xg~,'ilt~lfJ;ig~N~~f!':iiF;' .... .......1 ;:?'" I if . .'"', > . (f., "",.., I' ;;;I'}"'" l ') \' ,. /. " f,{1' '1':; ~1yj-- ~jYk ~iJ;J. ~1Jlj- Ji1r!/ 'lI ---11." '~-_J..... ...... -- - __.-.or .__;: I ..~ L~' - - -~~ ~~ Form 7, 010787, R2 ~ J. ...cn...."'...,..... ~ " ~~~,. ,;.,;,:>..",.,.\,-, ',' . '~~~M~~~;~~96~&"l:'Z7t~!.~~t~~~.' \1 " . It, I I , ~ \> ~~j- ~ . .",~. .1; , I I 11 ~ I I I i I I Ii ,; .~~., " " ,~ i ~ i I ~ 1 I ~ i,# i '." ~ j II .. ,,., ~~l,~.:,:>~.it'ot'\ttl:'_"",",iIO$~.t.,_:' ',.., ,..;~ . .1 Ii ~, tf 4 . tl iJ 1.":'''':''''''0 I ~ j ;\' ,3 , i Itl , IJ ,! i t , .~ t .1 (~ ( , l( j ... ~~~ " .~ . . VJ . '-... k'" ,., ,...' '..",_."",...~""",,~,~ ,..-....i,,;..""'..."'"'......,'m...:J.\<'~'I':.,.,'~J,~~.......,.,"".... . -.-.-.... . _~~.,.""..,_..."...""'._.~...i~~~~~.,.;,~'.-... '''''''''.... ,- . ~,,~:~.;'~';:\f~::'~ItY.&~, ..,'~'~~;;,(;>,?,.~~.1I.,""'_""';;;"..._.~2!II>-..::tll\' ~. ~~~(~.......~~".~~~~:c~~-lL_,.~~i..~.:l..?,~~~....~_~ Q r--- ':MHJ- - - -~ _W ~,- ~~..... -~ -__..,..1''*-. . .....-r:~ GA T~EW A Y CENTRE -.. -- ---,~ ~h..'_~~~ ~ ~_..~ - I __- r '/~-- ::~- .... -~,~~ SITE DEVELOPMENT DATA Z D ~;:J DISTRICT A~"', . . r b ~ .~. :" SURFACE COVER BUILDING AREA PAVING/WALKS Lb~NDSCAPED AREA PARKING REQUIRED PROVIDED I ----Il-[--, I' -J. I I , ! ~___----oO;. .-- .' ~ Ii I I \1 ~} :J ,I I ~ .J '1't I I L 11,:', : , ; I /- ( ~) j j., ~ ;~' . .\}, " i- fn f1 J: - I"oa - i ,~. ~! s: z \ :~ i I I I DR'V-i!...IN BANK f---- I ~ II L__~ ~ "= :- -- 'f,i< --... 4IIiMJ ~-....'" -- , J -- -- '._-'~ - ~ ~- I........; '_. ::"'f~:-.... '!-l!:~'i '~'ffr~r~" ty..-r.. 4;1II.i-" . .. ... I ~ ,,: C .,... 2 2.653 ac~ 2.79200 s. f. 72,623 safa 14,731 s~f. 136 SPIACES 136 SPACES 2 LOADING 115,554 s.f. 24% 63% 13% NW 1st AVE ..-- .... , ~. - .~ ~ [I I ~ oat BOYNTON BEACH MALL -.:iIIDl- ~ :' I I I ! , ! ! ; ! RETAIL Sf~OPS! ! n 01 20 j '~ "'>-~ ~- ~ ~-- .,;;IIC;OII' ~ __~- ~--"IIr!. _L. ~~___clI:I ..,,' 1- -~-' '~'_"....,"------...-,-_..- - ---.....1 - ~-----r-" - ~- I i I -" " , ~- _/~ r.b.... ~. .:w. _ _ " T U(.;a.--.:: eJ ~I ! i r I , I .-J ... ___......Ji.. l. . i .--.i BOYNTON BEACH BLVD ~v- ]f!- o J -.s;-nl / ' _:'c;'.'~:.. ~\ ":4 ~~ ~ ~~~;:.~ IJ"~. .t'.~ ~",: ~ :>0- ~~ ~''''~~~,~j)f~ j~~~~L~~~'~ ..L, _,,' . .'. '/.,t,._:'i..ot, '.~, ...~ , ':.J' ..~. . ;X"",, ''', ;.' _~i'i ' ff 'C*,ll.ti: ., t;lll::y -\, ~".. --~JIf.II.: I lI.! > <( fIJ en w a: el z o (,) r - ........... I . - 40 60 I LOCATION PLAN NW 8th ~~ ~~ ~C <<I a lt$?~ = ; Uliil 0 2': ~ I US:I! TECHNiCAL Cor:oM!TTEE '" 'IIV >' ,I Q:: I: Id 0 FORj}SITEn!'LAN REVIEV~1 ~(( J C//O) 1~ \1Y ~ I "C'" ~ I ~ lr1 g. ept tr D-t'" y\ ~~ . I ~ ,..... q :r;'Err- a ~ " - a- m ire Dept. ./tlI;{V.,C Date.?-:;- ..J = Z , w I f~, "d- - < I" I:} ~ I- ng. Dept Qf' _ Dat~l- w. . >-- a: ' U i!!i ~ en lice Dept Z s: D - W ., ' '. :I a:' ae,) IL ~ P: W. Dept. ~ Oat~-1.d;Q~~' . . I ~Clty Planner _ Date 2'Y-~~j~~~_.7~ ppc. Diy. _, ?-,./. f.l::jt~ -z-- s---,J' .' 'r l "e",v cooL ~ Ca'" ~ · -,. I , :")r~:;~r hot. _,_0}f: c~;: ::;./sJ~.s:- A..U M~. I f i ! J I APPROVED PLANNING & ZONING " S;;!~~ytD Ch'"m,. j' f I ?/ {-vIP;/' Date ,/ . " .., ,I .~ ,I, a: ~t il! ,"4: 1< 0: :t ~ i Izfn II ,Ii ff '10 ~ I> ; I <( ~ II ;: 0: In, 'W", 0,' L-.1L "& 1<0 'p I '~ = (1) ,~' ,::- ~ .1m ;; ~ z ~ I ~. r. W o -~ -.......~~ _______,~ __~w4tlf:l':';1;..._~_~.......-~~.......,. --- as:1!Io .... ,- I I I - - j -L-1 '-T -- ':11 DI , I lIIIIIIIK<-=>: ~----~-~.~ I- I j I I f --- r= -- IJ I EX!STINGRETA~L '. ~r.-=-, "" ,,, "'t" I ~l '1% ~ ,'Ie III ~ ~<C:t .. . ,s ~~ @ s;')j.... "',1!'llH~' D . ~ i!- t fl .~ /. ~ E 'it ..:j o~ f -\1" -~ '. : 4 c-. ,~ SHEET DEVELOPMENT SITE PLAN COVER < ......... co.... Nt. 110384 NORTH "[..... , .., Ii> I ~,,~..,.....~:.llYIIi,i~"'_~~Q',~~:, .", .'k., '." _" .!f' , :.~!~~,q.,~:i;:~?r:IU~_ ~..~I~',~.M~..~:~':.....~.,'-~..-...... _j~ ...... . "'J""";~ ' ... \i~~\. "....:-.,.~, ~lJ.~: '.. ,"~ !~~'~;BIt.~l ~ I .' II ,'~ r ,0- i t:\ , c " , .~ J1 "'~ r 1 l,( , ~Il -" ~Il; ~I t tl I' tl \ t,,' ~~ 1 I'I t i l i' ll> !I . 1.". r " f :,~ f. t " ~ , ~ .... ~ 'rr ...'_ i", , v ? I . E r " ;, l{ t :. i'- % r.. 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CU~L ,EAsrrr ELEVATION , - V41'''''''O'' -~g .-J:j? ~t-o, ~LH. ~ ~ '1. 0UlMf" en\L~ r cnWMI\l ~JJ /:1 H f--. ::- Ii' Ofl\ v\:: lUo..U - I I /~ ~ ~~, .~ ~WI ~r I I ~ ~r_ . ~ I _. - "Co "...~-'f--_...- -- L lZAlo&EO ~TULl..D eA~'O f" FlAMT'E11. o , ~ rmPLf'1'.iEE i' ENTnY I BE"! 0".\0. ~ P' -' ,1 ~ rr l' .-n- loiI W -'Ir '\. -: e,UJMt=' ea.,,,, .....~ LDl..~ I L "'Pt. \1\.:; u ~- -- -~~~- m -=!::::: -n-- ''-- II II 1\ II _II =:JJ =--E ::::::.. =- =:. = - -- 'I ~\UE 'T1Inu r -I 1"EtU:-n.. I I. ... 11 T qn)u.n "3ILL I -r f'h~ TUYU1 . I "... I -- , l flE'mLiTE TE\...l.ZY2. VUlT ,,-:; . CO f\U.. TI L\':. ~~ :rT .~~.. -'- '<':7" --- ~. --,- .,., -- --~. -~,..... ..- [r n -mET Q,' ' /llbl _,/ 'I-=, ~ ,. ./' ~ ... . (y\xm ~~~ ---. ~U\JTittLs. NORTH ELEvATION . !/4'.... \"0" I \. l2A\ ~ eo ':21"T\iLLD I?'JAtJO [J". -- /' n //: IS' .. EJ /[1 _. o__"__~ ~ L -s-ruuo '51LJ.,. / P La tJ1'2'(L J ~ ..... IUllll'llJe:. ) -- Of, g 1/ ...:. ,/ . - / / / r:J // Q {---- i . r;:l t .- 4 --- ........... ... 11$>. --1 1 : r-+ I ~ KEY Pf,.,AN ~ -- ...1 ... -"''''L. .~ r Tr:~ .~ .," 7~' ~~ _f ~ ~~ Llf'-"... '7'" --,. ~ -----_.-~ "t,. . ~ooo &EM' !i. ~ t;LUMP ~,,-. eJ.lll. r. COLUMN D12 \\1 E. 'TlJ au _ l '. - :::- r.:-= I I .,/' '" ~C ..-.;21 ~ Fi' ""''L"\~ 'i'J .,~~,- ~tt tt t1 l:t 11.t if' L= ~1U'~ '\\ '~ ~~==. ,'~ r---- C1 ~.. -.-. ~ - f .,----_........~_..._- I=- 1== I-- t==-: ~ 1--- 1--- I-c. i--- i PL"1J1m I ~,;Kc. ~ '1','1 ,.....:;?'i'L Ml' Y'r 1I 12- '--'0, "'~ es, ............ . ,,"',~ --- --- 'n_ n . "7 bl g ~/ y "\[ g ---4 Q.,', ~~ A"- ! '-- ~T\Ju.a (P'AI M\1iO) 1 ~rJli / li(~~I~~~ ~. ~U=. I /]I/'J \I ,.......iL , .......' ..L--- \ . -,. ... 1 ~ Q N .11 - ___ u - .......... . o. a- -,'. .. ~-2 I: ..i I- ., Q~ ,IN' . -ilIII C'Z U UK ..c IX It a: ., ...., -J I."" 'J a: W<C a:~ J.-no .:z.w wtx: o!:i "l <C )-c .<c .~, ~a: wo f--1.L <( 8.,~ C)::: :;) al' Z " - (/) w o D==::i; ~ 0} , :r: .- ..f'\ ?J ~ 1M r;i !; ~rJ~N L. a c a I~ - ~ ~ UJ i tj &i ~ . z 2 . - > llIl C SHIET A-f3 OM.. Nfl. 110384 j;. c a - B a -' IlL . 3: U C .. II I ... C A I- <<I fa J +') ',11 ~' '~ ~ ') <C J o ~ - ,. ~ ~ ,~ o " ..J fo\: u... .. x t.) ti( w CD z '0 ... Z' ,. >- '>, o CD 1 , -lolf .. ~ ~ '.' , .. . ~ .. I': " (t ~ "l 'i1: t' ~ " " ~ . ~ o. " ~ r~ ~) -~-"'"".", - H.'E.W' 1 " " r. ~. !.j - .~ -~ r _-,L.lJT~"''''~. ,1,"'-' _~.oI~ II P' x.- ....- .......... T'l J. M. 4GIS 12.ooFlN(, ) -" ,JM 4 Gt6. n.OOFIlJu J ' . ?:JO tt'Ll... - ~ ~~t ----" c.r rUj.u_. j - I - . _ " . I f-.... c.m'lc,. tlM '- G! rrom l"YZ.U 5S S! !.R.~ UaJ"'I~.:J. , BEllm'? '-- sn1lLD ,6U n, I I I 1- OeEV' ~8 Q,4 .M nrn~. L~nu 1 .5"8>" "'f4", " to'-(O'" .. _'_'Il~.l ! f I ; : I I ~ ~Ill",r 'T\lll.\J 'I Q I II I It, ")10" ) "\ I ' cnNL~~~~ J,-t~l;li!~ { I 3D '-'"LA... A \1.. H I LOMe m.M E:&j ro, ! I I -1 .[ " .- -- 1 _ L, e12.\UL ,..-~ PlE.n. I ...' A.' *' c..'":~. I """"al.:t 7 c.otJt.. ~~, 2 I ,; i ~ . -..:.=..-:....:::.::....:::., =-1 r: - ;-"\ 1- , ' " OFF<Sl=.:f e (L~ Ie' 5l0a!.. u~u. l F-~rrvt2.~ Cbr.JL.5U ~ "\ N.!.'-. ~ ~EE I=DUtJ ~tl."TWll PLAN rG~L\J. GfLAU!;L \& '5UOP ~, '5rn)J\~\..t '<:;, I C,ONC Tl\.~ I' Ot-J eu',;" wlST rMF'PEO I ~ """ Ii.. .....~ Ltl.l1E' 9.b!lf\t.)6 Of,,).!/l)" ~ ,~, c... FEl.T lHJ 5/ ~. ~ox Y"...'1\LJO ,Y .............. D~ TfUI~S G- "2.At"D.c.. l! f -', ~ "-il lr--APi'i4'Nro ..~~ ~v L _ _ __ ~-"A"'6en, ~~ oal~ /i CD, k)l Q.tn . ..l · ~ 'y,.~ "" I ~ Zl fA.;llA 611WEn. "1TUJqj ~ ~n2.Ua. -r' I t r~ SU2.~,J Uair I.t;~ t-+- r ; w "1 ~ii 1\.. .0' 7 : '. - 'Il ;? IN I ~ I J U' '~ .CROSS SECTION A.~-A 114"'" ,LO" ~~ ,.rl'j'~ / _ 4""~ .. I L'b::-. ~--_.~,.:: ,..~._.;::.=:...',:~."~,,~~::~~ '\tL-_._-.Jl... . tr . ,-. j:l---~t ____ __ '~"_' ___ fl:T. wmo -i '\ OUT L.QDllEY2.~ ?t::5J~\~~-..1 ~l LC60 J --~'---~1=ril ,.,.,.. ....., I- 1 - , ~""'~nLI I "'1'\, _1"::/ r"l--i . ._ ~,_li_~ rr: ,I . \__ S1\JLLD ~\ :, ~~:l,~ .., ~;~- I ! ~ lr=--T~ ~'I tr: , I '\' ffi A I tv ...... r----. ///.; ~~ Emn.'1 i I : / . i L)'L : ldr -~ ""-~.......'......'. ..' t , 5' CONe. 11\.:2 IZ.llOF I \l G: J ~F'AtJ'~\.l ~ I='IXro IlLlJM 5\..lUTrEt!..S r1 :EHffi3Ol lDl8jl lO o 2:t :_H.JJ IDtrHi: '10 l S1\)L!.O 71 LL . __ '--'--'--['-r-i'i -\ ! ~ I ! J'Ll...l-;,' li ~ I! , I '~~JiL-J1 D 'DID ,. .'. ",'- ~.:~ I - ,. , ~--~---- . -WEST ElE\l A liON ~ lI" 1/ f!J ".,. ".0" ~l / \, ....0.- ~ t ~\~tro ~'TIJu..D !:lAtJO ~ __ __ nC' .' ?\ / I \... t:;nuo -"\ 1 ~ ..J -=:c~ ltr - '~1. C5 ~<<C '!S :: I ~ . ... ill: - - UJ 2 a 2~ ~ IH ~ z ill = Ii &I a t; 2 EC = I ~ C(- ti. :c; ..... 'Q II: W ie ; "" .~. '" 1!I 0: , - -J '-I ::) I CC I w <( [(~ t-C zW wft 10 -i <( >0: <.~ ~. a: WO I--!LL <(0 ,C!:J ::! ::l m z ~<..? ..,...., en w c .. ~ a ~ Vl .:J \1J , z ..... ~ j l:J I CN~ ('J .0 Q .. \J) 2 G ~ ~ ~ ill .. ;;e Q .. - > 1&1 a: ~NEET A-9 . emu::. ~. 110384 Ii< < 0, - a: o .... u.. . ::1:' (J < lU la' Z o I- Z > o en I . i !" , ( 1IjIi;.-; ,0,.. ..---.=- I l{ I~ " , ~ 'J ! ~ ~ 'I fj ~ ~ ~ \1 I ~ , (, ~! 1 H.,. J1 I f .' .. % .~ I ~ 'ii i :t j t ., f IJi ,~~ 'i f, i J r '!l; . i<f J '.;:.1;' ] ~i ~i :, ',t ~ ~I "t ~I . I . ~ ~I i"'~ t ; P !",' ~,~, , ;' i't U !It t" ( i , , '. ""I" o , i J .io! , i I >. ,I; I oror, , t\ I.' ,;4f;.;OAi:' U..IU''1 //"" ( I ! I dl II I I' 11 ! 11 I I ~ 1 II j "- u < ... /I 2 .I < L t III :I iii It ~l ,!. " ~ II ~ ~4::...~,'rll'fllil "" t-")'-i~~:JJ'..,~ ~__'Iili"""- ~- __---_pa _-- -V .. __~ - ~~~~ .. _ ___ IN_-_ ,___ ----.s:~ ---- ~ ~__~ 'Il_ ~~r-- --.. _~..~ .'~'_. T r-:- 'Or ~,~ ___ -w ---"""'''''''~-'-'~-"''-'~--'''' -,...--..",_.. .-..,."...... -~......._._.._.--., ...._.~............""''''"''-'''.....~~-''''"';_..,-..~._.~._.- ""-".._".."---"""_.,.,-----_..__..,~......._.,,,.". ."'-''''-,'''''.,.........---".~..~-~,' ----\"..- ~~ - ._-.-"",-~~... ------ .~...........---_..--...--.'"'~-',..-~-,.,~-- .."-..",,. -,~.~~....., .,,"'...-~~..=~-,--- ,-,-~,.....,._.._"',.-.,-"~...~,-~---~..... CONSTRUCTION PLANS A' D SPECIFICATIONS FOR S CTION29,TOWNSHIP4, ,SOU ,RA GE 43EAST l E CH C UNTY, FL IDA 0' NER I DEVELOPER . ~ ... -..;.. _10, ._~ lo: 1I.:lR ALFRED MARULLI JR. 167 CLARENDON AVENUt~ PALM BEACH, FLORIDA 33480 ~ -"" - -, DRAWiNG INDEX SHT. DESCRIPTION CI OF 8 COVER SHEET C2 OF 8 HORIZONTAL CONTROL C3 OF 8 GRADING, PAVING a DRAINAGE PLAN C4 OF a WATER a SEWER PLAN C5 OF 8 -GRADING, PAVING ~ DRAINAGE DETAILS C6 OF 8 WATER DETAILS C7 OF 8 SEWER DETAILS C8 OF 8 SPECIFICATIONS AVE AVE EiE... -~ B oj F-.-J L w > <tl" II ,...-- I V~ITON Canal I C-16 ... ... Pi6net'r J] en U --I-' Canal q, a> co u P:rk ~ ~... ~. ~ ~ en :2 2 r-- AV .... Vol Ll' ENGINEER - vVEYA~JT ~ ASSOCIATES 1544 DONNA RD. WEST PALM BEACH, FL. 33409 (305)683-6333 .- r.r. W w :w ~ ~ VICINITY MAP CONTRACTOR :.w FULLWOOD lNC~ 1290 NORTH ,CO,NGRESS AVE WEST PAl..M BEActi) FL. 33409 1:'__:-:: - ell \ J N 2 9 f935 ~ "'"-.-''''''''''''.''' ....,.,"-.-.,...."""'......."",._..,,""',..~............-.'"..-"'.,""'.-.'.....""', "-",,. -"....~."",......."'.,."';.,,.....,."'...,..., ,....-...."..,.,.......,..,..... .~ .. ....'.~~-"'" ~_~__t'.-.,'_~_~~,. ',... "'.--- ~'.-D.""'__''',' . -c' ....___ 'W ...,.,---.......-.. .,.' ", 1<1 ~ .~ 1,' / \ - --'o-_,).~ -~~~ ~, -- - '" ,... .. . > >:> ... t'. U; ... I . ."" ~ ~1, .... . "'if'f .. ~.. \ . ~..., . .~... ... I L~ (/) . ~ U Q) C C..., ,,.., -- C ... ~ I,A" (\j ~ r:- WI _ (.C) GI~;)~ +If tel * .- l~ I:; tC ttS (/) ~ Q) 0;) C -- 01 c: .,C! u.J ,; fll o .. 0') a~ r: c: ,_ II .~ ~= " ~... ~ --::; ,'~ ~ I I) en H.. '~ :a. c:: ~ ~ .... 0 ,I>> ~ I U ~ (J:) ~ -J; 111 I W 31 0:: fJ&. I- l.iTI I~ I~ w t:i CD j l " >= ~ :l o U :I: o CD 31 ~) ---- WI~ Z .." o Zl~ 10 ... W J ~ { ~ t- J X ~ CJ W W ~ :I: I ~ z en ~ a:: o a: lei ':Ii W ~I~ > ~,:i} 0% a:: ~ O a.. 'n 0.. \aJ 0( 0 U ~ II) ~ ..... ~ ::) L"":~ w !~ I- : '" ..: H o I: / - (- 8:~;8 -i',.. I StEE'l' M' CI OF 8 , ~ ."'''~'''>~' > ------w'--..~.>J ;; l , I, ,I " , , .'.11' ; .of I ,'Ie ! I i '''; f ; I i ~ ! j 4 J \~ ~ I 'Ii It !J ,I Ij tt ,) i 4 Ii II \1 \1 II y 1 Ii I ~ .-..- - ..\1...... , I f ~ .. t . 1 i .t "j II J :" r", r f. ~I ~! ('j' rr \A; it . lll;t I- N: i ~ r. ' ~.! i :.1 .,;'i: tt':. :~!.'" :.., , r,\ :1 i! i:',f 1,' .. , -, ! 1,1i"ft :1 '. - t1;.: t ~il ~ t~ ~1 .41: \'!i ~ ~ , 1 ;;.' !j, ~~ f t , ,~ t I.u 1 t i t i x, u 'i( ill .. I .J 'i( .. i- WI III J Ii It W . t- it i L III :) ..I . .. '" .. " ;:j:. '~ 'i\ .: i~' ~q_ "'-.allllilit~ --~:"i.*"', ~. --- - /'" PLACE APPAOX. 8S01 BURIED L-!liO PAIR TFt.E:eI:iO.~ f' 24" PEPTH - 10' U.E. ~~:~~~':~~~~B- - =t- +~- ~ _B=T- ~~ - --.-_ I NVV rst AV. i ... lW.ilI _.~-=~ ---- - ~-=t J - + i -L ~ T - - r' - _-:::-~ --:... --= I I ~ Z 10' .E, _ -1S_ ~--- 1 ~. -~ I I I ,... 1 - I ~-- (; 'i:-' r I n=-r- II "/ ' ~., 'I w ,I ~""+ I~ t- O) 1 ~f r I I '\i; I I ~d-4l ,-- I ~ 181, I -.::.;~~:: 1 ~~ '"cD - '~~~~'-~-1 ~I I ........1iIl_~ 10 1 B 48'... e" 2' b '" '0 C\! "'0 f :~;"-----~ ~ :3 ~ =:== -l- I I I .+ + 175' -..u:tf 127' I. , B -~ ~~- -=+~B I I &1-7- I r --7~ B ' 68' -~ N 1--- , I .v _I o to a') i"- "'I B )( 8' 27" 6'-411 12' ( TYPo) H I H 9' (TYP.) loa' 25' (TYP. ) ++ I I f 135, I I I a' -- 27' e' ~-= -.,;..aoa...____~..:; -' ..~.--.. 0: - H ~,~ N i it) II - 0: ~ 11 1.. ... <<-. .... l'J 336' N GRAPHiC SCALE ~- o II) ZQ 40 ( (/)1 u ~ r: c I!lllIS c: '" CO ~- t>>o... ., ftI it IIm1!:i U o en fII C ~ I" = 2 o' - 014 ~ e"') . f..., 1..<::> ",... ! "j ~ : =1 tltN ~ "'~Ir.~-'-':__'" .....1I'EiIi -s ", ~ --t I I I ....L I I , 127' -l I ~ ~7 I 2~ .r-RETIRE APPROX 650 ' / 50 PAiR TELEPHONE CABLE - _....._- ..... --/..... -..........-.-. "'--"~''''--~ -B-~ )( ---B 6'-4' 99' )( I ILL mllUllml' I A -,.. J=. m- , JI~I w i N o N () ,- I ;); 1\, " ~ o c:: t- Z o U i ~ l~ I q o ~ I cz: I II: o I 1 loe' 1-00 I, " . ! ~l ' .L;,,:'" - - - -,- - -1-1- , ._-~ _~r~ 46t;.94' t NEW BOYNTON . l....;,;...~. ',"'" '." ',"J'~.:..". Or' \ . ~~:.!, .,; ,:,,,\ j.".. . '-L' 5 i -I I ' -.J ~ Z o N <- 0:.: o :c W .-'_1_- _ I ~, -r.,' 1250 ;; .":1 <<i~ I I I 4- :i ,.. to a 0 \lJ 10I !? ~ > ;;; I&l IlJ Q: <,) 1 ~ ~ l; , \l: l ,I : :1 M' Ji '1\ I ~ ~ ... r d!1 -~ -"QI.-..r'-~-~~_ it.. ,;1'.> J +J' ~ .... - .-ysw~.. ..-----., -1'. -- ~ ~--. --- ROAD :-1 ,0 Vt\l - Ii I .. iN -:... ~IU I&l ..I ~ ~ o tj) 1~ 'i I ~ ~. . i; ~; Jt ~ ~ - . (~ ~ ~482a .. - <::::\1, · - - sHEEt "' l~~~.~ ::j).. C2~; , I'}~?ei _x__ i~--h--- '-" ",- - ^ii; ~~~..... -~. Ji. "J! -I 4Wlf ,,~. I \. .. ......lll4I! I , I I i i t , ~ I f , I I ! ~ , r I. t I I I I I I I ~ I I ~ , l II . t ~ ~ i.'1. '~ ""'-""'''l-....-llll!llllfV!\1UU'lP,\IiI!:WilI1Ill ;:x-~~ ~,_~_.~~lI~~~ ~_.Ja.---- -~t~- ,-- .- .. '111J2ll ~ I~ --~-~--J>'"L- ---<::J,,:J..- -'.......~~-.. ~-- ---"'-~.""T-"~ .....,..-.- T'V -~ -- ......----- (/) Cl ~ U Q) C 1:: .st C -. CO Cft_ ->>0... I. ~ * .... U o en m C Iii {() ~ 0) Q) C -- 01 c U.l ~ lIS $I en'; ~ ,... q ..= E at-' - >. "'3 :. ~ ., tS) ~ n . C 't:~i ~~j ~ if , ~ ,~ L ~'~::I'> ~_.~ 'IT. ~ ...,.,.11 ~~.---.~-~ ~_t,l -Mr w ~ ?- m () >= ~., ~ s: w t-:; <:! C!) ..., L- <( _J 0- W (!) <( z <t ex: o dS (!) z """> ~ a.: (!) z ~'~ o <t ~ (!) '<.".;,,:::" I '-~~l '~ i i~ 1 l -~ ....M r.~ ~l ftI "'''' = . ,CoCi ...<11 co ~N i ~ , ~. .~ ,I . I . .." ~ . t i ~ t y ,.. tt I. i J: p ! I !, I # ~ ~, t 'f ~ L J 'J; I ~ III , III I .~ · l l~l 1 'l!', , -, " 1 01( o v." . --~ ~ )- :D (:I ltJ x: (.) ~1 ~II.. Q rl I ~ ~I IiJ I'll a: (:I , I f . ~ .., ';Ii. i.; .~ -- :1 ~i ,. I I ;J I ",'1 I t I ret< 'I I ~~ ' I ,~../.// i ~ t ~-- I . L ~,- J '. r'~ /~-'-----' ~~ I /~.~ ~- 'ii ",ti. ..;:::.-! __ I .=. f " .,;'1,' t~t I ~t' , ~;R I fi 1 11 Y t;P '" 0 ~'I -- ..... '"' i!; .11 I ~.- -.- ~ U;O I ~~ il l<?"" ~~~~~ --CONST. 10OLf.QF PVMT'O'.5%-:'-''\: : ~ I: 'I II >l , II ..:t _ JI ill i i! ;;.~ ~ ill -{,~~,.,. ~f4 ~"? I I 11 II II! . ,1..,-.0 / /'" (I," ~- '.... t.....~. ~"...!...I.l.. ' 1 lll~~ II ( IffNST~ eo ~~ OF PV;T;?~ ~i \~ ~ ~,. I ~~.I' I I ~ ir:~,;[fJ:l. ~~ '___ 8 ~ : :{' .f' ,il i~~11 ~ ~; !:-! J I r"ll i ~, I ~l.. '..iil.lh 1.....L.-.! FIN FL,EL.. n--- ~ I: ~ i~ l I 21' l~ltll ~ I,ll .3.50 ttT- ~ i!~ ~. . ., :J i:: ~ '" ';; I ~ : t-e; 1- I :! ~ ~ . i. 1 ~ ot-.... - </>.. · ~ - CONST. .s L F OF rl\....~.........~. COHST.80\.,F. OFiH/iItT. at 0.5%;-', ~<-, . PVMT. ot 0.6'8'0/0 . CON~'r 20L.F,p.f... ~ 'J.-O .' I I . ~. --==- --:: - - - - - -~-';;;. =-=---- -~ -- -' I -- - PVMr, O. O. So{, .... .... - "ON \~~ .___~__._-~~- ___.=."".-- _. = __ . + ..STI30L,F.OFPVMrOS'j( ;, I I '-'co '-\COt! -- ...:. -- _--'.--- ~ . . . , .~ 'J.! ,. IIltT. UH.F. 0' I." MA.P. \'11M. .. Q,4'% ,ST 108 L.F,j8"P.C.A,P' W/D.F.j O~% - - -,;"'- :~-- 'i~-=2::. -~----=.;;;..---- ~- __ .. J !1 _"""" .... ~_-: ,... ----Ji~ I q;-"+.J II 0 > M- =-~~~. - --- - I (,) 0. -I,. . ~~;..t~H::.-:4.. ..:.'~~~' ...",' - -'"= - _l LO' E"ST 8IDE';;:;/ -~ .. . .!1ii!"'" . ~ . ... -:.. I I I f1f~"f.g~. ' ..O~" Go;;:, I '~ "AT~ EXIST::r/ {-" i'. ~ I I I ~:: T~L ~~.O 21 ,S ! (TYP,) ..'" I - ! '- ""' I ;! ; 'II ... .~ % " ,. 111 :J ..I . .. .. ... ~ ~ .~ j - , f- .. ~ . I o 1 i ~ If. X . I) ~ I I i ~ III Q < 11 f-; ,-,_d .; t t , -....~-----. --~-_.~."", ;.,....-_Ji._ ___ --_._--~ /' :'-1 ~j " .' ,'&; ~ " ~ "'~ " _.:\C___~.............. ,~~....-----~ ~-_.<_. << I LEGENS - - - :~=='=-- DRAINFIElD DI RECTiON OF FLOW PROPOSED ELEVATIONS (PAVEMENT) 'EXIST. ELEVATIONS /~ ~ I - LANDSCAPE . - . ~ l~ .. ~ 'IROAO~A't- / / BLDG, Lv,:::oWAY ~L i '~~' // I U = ~ 0' - 0" o S'l-" o '" \. X ~. ELEVATltlN " GRAPH!C SCALE ~:..,.-:~ o 10 20 40- r ~ SOD ~2.15 't2.~ ....". _".' ElEV.2 2, 90 , /4 f.vEMENT~ 1/ ___ L ~~.~ 12,5' PARKING j:' " ~ iII'\ jj! 'i ] I r t ,I I ! SECI!ON ,A.-A CONn c, B. #R GRATE fL, 2i. 50 INV, EL. 16.0 ;r:;~, C. B. #,~ I GR^T~ E\.. ~!2.0 INV. E1-. HLO ~" J.' ..f-J ~ 'V. _-{)'t- ~ - MANHOLE VAR!I~S .S "'-. MIN. -EDGE OF PAVEM~NT .. ~: \?, MATCH EXIST El.EVA1'IONS M~TCH EXIST. EI-ev. SECTION B-B fbO .f>' (>;ro " .~ 't ...,4:1 'V. 1'V ~ 'V' 'V... N.W. ,ST. AVENUE C~ST. 6' COr4C, iU,OCK WALL SEE (DETAIL :SHEET S3 OF 3} OJ'\ iJ,' ",0 fl,' +fI) rot;; 'V. ,'V . o? 0' ...'1; 4:11'0 ~. .. -ft ro'V 'V' 1iJ, _ .--___..1.----- t',f:'J 'I;' -,:Jl. ,\ro v-' ,'" ref;) 0' .."tl; fI/'V . ~. - / - ,,-'"--~ --- --.............~ ~~1-' ....-"""""':"'- ..,~ l . . T . " ---~ / ~~"".....-_~~.......l: , toO B .~ rv,'V :~ , \1 r ~ ....- , -- ~ I ~. ~ .... -- Q\ ", =r ....CONST, 5' CONe. SIDEWAI.K ," _...r""''''''' -.;~ -~~' .J ... .~...o..- II. -~- :4;jt -,=-=... --r .- r-~T..="" ~ \- r.."Jl-.-.~ I '" f "1,.' r '" I i (l- I ' I I I r: ~ .,: fL- Ma; ....~ :1:- '1.). ~- ,.. il r~~ \tY , .' -..-~ ' ~!ilJiJ.f'.. -'""--0___ ~ r- ~ ~.I:l... ;- - .Al~___ . ~-'k"" u:~1*G " . "," q. ~' ~. (>;0 'flY T --,--- . I-~ r- I l I -. r==r:.- I I D __~_~_,CO~~! le6_.~ L.::~~~.40/c:=- --CCl~~T. lae5 OF PVT. ~t 0.4% -- cp 'V' 'V ... T - t II ~~ k 111~1$1\ 1 (1)..,1,' I ~~ ~~~t ,,~ II ~ /f~~ ~5 ,Ill - ~ /./ .JO I ..i~ ~ l!- u; , 1. tl ~~! :~. I II ..J ~.. / I t n I ~~ I I : 1 I I "Yo. 15~!l'O J I .(.) ~ I If-=-- .... ~--, 8 I....~ II~&.: ;~Iol __~ _._.-:.-~-=--==l? .. ....""II~~' --- - --- < . n. ~1~ I Iv Q;.'~~ C~lNS'f. c.e"!\ .., r IQ <i':, I €'RATE EL .22.0 ~ <(II Ii '&):0.' . . INV. EL, 180 _c.-.qtil~ I 18~til' . 'v' ~- ,f.~: ~;~ 1~1! . fI)' . ~ I v u,... I ..i ~ I ~.: I'I I .,: . I O ~.~ II ,540/0 0:> ua..tl _ _._ _... I i ;t.~..:!.~~~ -=",:p I c.-. (I" ",'" ",t:J ~, '1/' ;. FIN. FL. EL. = 23.5 ft>t> +tf; I 1 .\ I I z 8 -LJ '1,0) $ 1 --~ -.- I j j --"'~..~ I I . 't '", ~',7 I I --~ 1/ .~~- r ~ I , S' I'o~ ~ ~' fI) ~-- _.._.~...-.~... --- _. -- - -'\-.- '-y .- +~ _, CONS-f. ISO Lf OF PVMT. l>~ iJ," + ..-.....-CONST. 160 L F. OF PVMT. at 0,4% 4' LANQSCAPE 1 r--' --=B ~.. . #, ..Of'1<;;T. (;.8. 5 GRATE EL. 22.0' INV. EL. 16.0 ~~ ~ --- CaNST, 120 LF. OF PVMT. at +(i:,f!I __ .Y ~Aa'_ - -'~.I.- I 1 1\11\\ \ I CONST, 6" RA!SED HEADER CURB (np) ,/ <( '<;J+.J X-' "'. q.: 11:- =t - -- --- -~~ -- ..., CONST 250 L.F, OF 18" P.C.i..P. ~ . , -CONS'I',6' ,.UGH WALL :~=-- - - W/DF. at 0.0% I I I j-I-I-I-:- ~. ct>. iillLl LJI 1~L-1- -'~I- -- r.E>>.~ :V") - """'~ __'""1'17 r5' EXIS1, SIDEWALK"/ I i i -1- MAP-I( CONTP~OO TO CONSTRIJCT A ~ ~ I A'Yl ELE\lAT1O!~ 2'~ 00 fT.,....t<<:" . . N.G.V,D. re.~ __ 'V... ...--..- '" '..... ,,'to p. "'~ q. ~~~ \ l ,......:;- .~ -~-~ \"'-3111I'III& 'Iliil!Ill:t ~'.~~"'iJl --- --- I' ,~ rO'o ~, fI/'1, , CONS!". C. B."*'4 GRATE EI. 22,0 RIM. EL. 18,0 fi:I" o. \"Ii ~ ./t" . Cl ~w BOYNJON ~C 'V'" ROAD ,,\4:1 :".)' ...:If - "'--'" .. 1l' ,j " -"'....~.,.,~-~'<l~ ..~~.,~.~,"',~'.,4c:~~, :::~:" ~::=:=,=::;;,.--=" __'~_H."."".~~~~" =_'r"'-~ __~_'<or__"'___ -,- - ~-~""'~~~~'- s:..~ rjG---------~ ~~ =<-<".,.".."""""-'"' -i"'4~.:;'~'_'::;;t'::f':;"";-"'~-"''''~:';~;:~'-;-=---'';'"''=''----''--''';",,...,.,., , =.;___~~~',__...'~'r_~;.*:"'" .J:.c't .~.+~-';-.-~.:::::'~-~':=;:=,~~~::::~~:::==.-.::'..~;~:~:::,''''--'~- ,*",_,;;;';~':";~'~~;";T_~::~=~-::'.;~~!..",.,-_:l;lt=.=->-~'::"~,...-.~.-i;:\:j:;..n '~~:::..~:=~::;~=;::~~;;:,:~-::~.~':;::~;~ ;;---~'-.-.~,",'.'~~ ~i / ' I !i ), I , n Ii \1 ~ " i # i\ i iOi ~'" ~' ' ~) ;~ ,:t' ~:I; '~ a !J ;~ ,I \'''~ rei f' :;1 ^, i t, " it: 1,~1 I' r 1<':, j k..i.., !Ii .;t'.......-.....I., ..' I {.i '~i J.JI ~~I'" :~ ~. ~ I ;'.. , ~f I'} ~i ili-.........., ?~.. . tl ,;'J tr'~t . il ~ ~." '"' l;" ),1 L<' t- ~' ; 1.0 l' lI/ ~. , :1' " . i :,~ ~f, . I. '~ - .. ..."""'" ~ ~ - ~-,. I r -- . ........._--,._~' ~~ rr--!.....":.""'~ ..... r i r i ~ h J I )'; .~ f j ~ , ~ t * i I t' LAtd06CAPE ~- ~ I ... I , \ ELEVATiOn VARI~1l M.lN}IOLe: ~ riATCH EX" ELEVATIONS t ,I l' 1 t .I SECTION a-a 111 " 'CONST. M,H.'lt2 RIM. EL. 22.15 _ ~EL. W. 18.15 --<i. -- / I I I ,--- > I ~ r- ,f .1 II 11 It r I ~- ~ / --r i ~l ~- Iit.RrMlt I I ~ d I I , 1 ~ 10' UTiLITY I EA EmNT -I I I .~ I ~ I. ,~ I _,)J / L ~:r~J tlAIN 'fO CROSS f afOftM SE\1!"'dt I - --=--:::...-~, ~ p-=- + . ~ ,.... ~CJNST, SINGLE WATER I SlRViCE -L L -1 ! 1\ .'~:;1HlII EXiST. WI~tER METER ______...~ t I ~~. -, _~44.__--....,-.-J ] .1 . .;.=--., "-.-,~ ~m:;l'~: I ~ : I _~:;:z.v.alUIlJi...__-. ............~~~......,,~~:..~ 14 If I I I I-- I In I I U . -IL- \" -- ,. r- -l- I ~7' \ "- '- -".. ~- "Fi:.~ '==COlI8T.-:" '/I:;:"" ' '/Ill'" , BOO TAPPING SUZEVE a v;.t\'t - --..... i t --J ;( ~ i r ;f l """~t=.;_~A<_____..~~.,.~t~~~~;~~=:.,_,:'~-=:::~::=;=;:7---;'~:--;,..-4.--."-_..~~::_~=~"'::::T --- --- <~,,-'- "'_ ~~ _~~ :::~~_==~_~~~~r-::~,.:=::::::.~-=-_: ~:: L~ ~:.::::::...=_:..:...~:..:,j~~::;~_:'~-"'=~,~~=>~_~"'_>= ,_'''~ "-1..;"-",,",,,,,=,..,~~._=,,;:,,,;,,,,,,,,-,!..;~,<!:.,;,,,,,,,,. l..-l-..~~_>~~ .M If I I --~ I / L ++ ~ . 2." WATE R METEfl-~ ) /' L ..... -.. CON ST. 2" WATER SERV1C~ COMPLETE _..._....1_ --u: .k' '2 .~;. ;l'-~l.,.\d.,'... l -.~- ~ . ~lj__~__ "..tJt'~",,~ ...,-,.-',--, ,....."..- EXIST, M,H, RIM. EL. 2~.30 INV, EL, 115.00 PROP. I NV, E L. N,16.00 TO .BE CORED ,.J NW IS" AV. t_ , CON sr, M. H:al RIM. EL, 22.80 ~ _ ('\._J INV. EL, E. 17,15 -"~ INV. EL, W, 17,25 INV. EL. S. 16.43 J I _ ,-, ..., ";l '.I ___. ~~. InM, EL, I NY. EL, I T~.. of 1.0 %-. (PRIVATE) " ..-- -.. -. CONST, 160 L.F. OF 6" PVC LL-l_L J rl I. 1 n I I ~, I .I\. Jll -mJTl _ f 10' UTILITY EASEMENT 5~~ I I I I I I 11111 i I I . I -I~' · <ON ST. .8 L.F. Of' s" D.;)" "" - -- "... · -' " .. -\~ ....-.---=-- ~- ~~~ -..-.,,- C"""S'" F H "0 '\. .. .....-.::.:-...~ '_.~ . "'n ,. . ,.... M?lETE '(-'/6" GATE VA'VE\ - -"-" ~--- -- \ a 900 13ENP ~ CONST, 6" WET T.I.\? W Ilixs" TAPPING SLEEVE a VA!~VE t NEW ROAD BOYNTON / " I- -- --- /\. _I 22,as 19.35 -" ,.. 'L ~ ~~ J R l~ CON:tr. F. H, COtA?LETE WIG GATE VALVE~ -W)rr ~ l I ~ I ! j~ I i I I l 1 ITTlt""l ~: 1'-'" , 10' UTILITY EASEMENT----l I . I I I- I I I -1 . i I -- - - -. - -- -- ~ I- I ' -- I I I 1 -_-.~-- ==-: e-. --'- - I " 'I f ., 1- I II, ~ II II- I I W ! I ~ I Ir~ I . II ~ I ti I I II if II \ 1 ~ I I' I, \ ....~~ I .\ - , t 't 1 I II I ~I" &i, ill U : ' .. ~ i <<- \II :;) ... .. ., . ... PAVEMENT TD 8E SAW.CUT~ a RESTORED PER, DETAIL (TYP\ SEE SHEET C6 '. ,<~,'_.-........-:~'-'--~*"'-,... ,--"-,_.;~""""""""',,','_,...."_"'"",_,"_,..."";,__""';<O'...... ~- ---~..~ - _ - -1 : ___ 11.",li LfI -- rXIST. 12" W.M. ) / 7 . / ~. -1- - - "" I " j I ~ ' .~ , N l o GRAPHIC SCALE " ~ 10 20 I II = 20' - 0" CONST. ~. CONe. BLOCK WALL. '$EE(DETAIL SHEE:( OF J -- o L I I I I I ~ 40 \ ~ I I ....~ ) ;/ ~ .c - (/) c.i ~ c c: - c .. ctS (1)_ .0.. .. II * ... U o fI) fI) C III .. s: . ~ . . -- 0') c: ..c:: tJJ u ItJ CI O)m C e .- Iiii ...... - - =' C/) 6 u I- W W a::: I- (f) W 0:: ~ Z W U ~ ~ W ~ (!) -""j -.... l ...M ...M C Rlr- :I ' ....(,0 tI'J~ en ~ ~ Q) C ftI ('0') A. ('0') ('0') .... (,0 eft . iE 4 10 - 0:. a ..J tL ,: t; .... :) o u. . . :l: o en :IE .J 'Cot 0.. >- II! Q W :.: u w :r u q o >- . z , a: Q <i. . .2 >- ~ Q Q .... III fIl ~ :; c;; .... iii a: Q '\t f1.)" .0 val -. . ... N -:... -1&1 w .,.J ~ c -<'U Q fIl JOB N!l 84828 SHEETN~ I ~. r: ,,1 I ~ ~ I i I 1 'j J I I ~ .' .. - i \; f ! ~.~ t I t ~ I II t . I\--~ in. + I I I + ~ + r )) ( ex> 3: z z <( -I a.. '0:: W ~ lJJ U)I d5 a::: w ~ 3: C4 OF 8 . , ') ,: :...::.. 9 ; :;) ',1. ;'.f! ~ .$, \t , i , l .~ I I I I I 1 I I I I -+~ ...., -- -. ---COHSTRUC1' 98 L,F. or: 6" D.l P f-- CON""', 6" .. _____ ...' WET TAft WiI2-xS" TAPPING SLEEVE a VALVE . "'""''~_~.....-.'''9'__''_'''''''''''''~'-'-'<''~''-''''-''' ~'...="_,' ,,"__,,"r~_, -- "~"'.'--'-'-" ~ "." ""'~"'~<_'"".--i"'--""_""_"'-;"C""'_.""',,"-""""_ --'~",-- ".."",-."",:,;;-" ....,-~ ~i -; - ,~<-- - - --..---.....- --:- -- ~~ ~ --:-:_.-o..~ ~.j) (/) $o.e Q) t" C r~ M if; .... ~. c: &.. C'V') = to " .- ~ :I , >: - ~ 0.. .. 00 ~' <<n IN * 9 U I: - '" (I) CD .. m .... u " fA (I) C sI ., I: ftI '~ ~ ~ . . t~ I, I' it U 'il '1 ~ 'I ! en M Q) Q) c: "- 0') t: .c t.W ~ ~ Ol~ .5 E .....t _ ~:; l :: U) M. 2 ,.. .. to'" ~ .. ' o I>> ~'D u~ NOTU:( '1 il..4TES TO QE C"IT !!lOft MYH ONE '" 5,14010 COAT a, R[O I.[I.D IOAIHT AND mTH ~t~~'sDTAC3tl"JOSl'~E~Ic1h~ AIITICL( 'TI, I' U EOIlION. U 1 , U DUAlL Il' OPENING iN lULU ~DU. ;31 UVEUO lOGU:ALL llll'OSDl C;:OlUlUlS, . . I 2 1/2"x2112Alt 114"-~ WiTH 311'&" Ill"" e. ANCHOR WELDED AT S"O.C. FASTEN FILTER CLOTH YO PIPE WITH ALUUI~UIlIt-........ WIRE "- . "- FILTER CLOTH r--: o i'i o ..J ""' ~ e":;~" CONe, COU.i\.R WiTK- / No.5 BAR CON]: MAY 8t! I PRECAST S"':tB IF CONC. l WALL IS USED i . ,~ CMAl\. '...'4 .9" . .c. '0. GRAn . F. TYPE INLET API'RCl( , WT, ,~ 6' -. '-'.J -.~ - I 2). .~ 0 . .. . ~ - " -i'1 3'- 3 LI!I5 ." Z. [ 3 -. .'-4 3 -()' 'I'-G 4~ UIS, ,., lO H "0 . Ii 0 Ii 3 :.0 Ii -1' 1U LIIS, I , ~ / / / //77 tZf./4{~4(t~ /d _ 111 "B" IN "'''''J ......-, ,- .., . w ~ !z w u ~ ~ W II G: ~ M '" i: ~ STANDARD INL[TS 2 Vz"a 2 :Il.' V4" ANC!l.t ~. ' C .STlNG W/3/1a ",". Ii" ANCHORS WEL~ AL\o [llP05ED .. . COldC, COIIN[IIS I A AND [0,,[$ TO '1: tIlA""t"ED 3/4. PAVEMENT " 't" , , .. . .~ .. '. E" ~. " ".. . .... " -<r L~ a"collc. "'~LL f.....~ rOlluEl)-IN- PLACt :l/l PRE'. ' CAST. W/14. ~!i' (ill 12 ae. E.W, 'c. (2" 6' . , '., CURB , I .. ... 2' CONC. FLUME STORM DRAINFIELD SECTION { .~: .'. . ........ DRAlNFIELD ROCI< I :1': ...: & t IH'. E ....SOllllY '0 ' , . ,: ~F"-L'1 AROU~p "I"~ ::: . ~, . , ,., " USED, V2 "'J ,.; PLA!'I'tfi aOTII ,'. . S1DU IS Il[QUIIIED.-' . . ' : :: , ,;'. ;- ~" :'.: ...IL . .... ",,' 'P"_ ..r'. ,,~ . .... ....,- . 1- ~:--.. - ...~: . ., .- .,........: , : ~\. ,. ....; ".. '.., ~ ~.:J...---L DRAIMFtELD ROCKJ I a.CONC, WITH No.4 BARS AT 12. O.C, '" Ul -.. O~E COMPLETE LEf4!jTH NOH -PERFORATED PIPE EACH SIDE DRAINflELD ROCK ., LONGITUDINAl. SECTION' OPEN BOTTOM INLET ,DETAIL -.r..::. ~::.t.:=- ~--...........- - -, INLET DETAILS N,T.S. - N.T.S. N.T.:J, \ NOTE: ALL CATCH BASINS SHALL BE OPEN BOTTOM. 'Wi 'Lt:- rPER Ft Sl.OpJ r · t ' SECTION A-A R/W LINE "'1 IG' .OIM7. e' TKIU_ =~11 ,~...".. ,.'.,.'.". ~T ~ "'''''''"1 ""_ Gun 1Il 1- PLAN ~. ~ 1 T TYPE IBI r :i ~f . i"R . l-J ... - .. {PRENOLDED EXPANSION JOINT MATERIAL 1 6" TYPE I AI TYPE I~ COHCRfTE cunB SI1ALL BE CONST. WITH 3000 P'S,I, CONCRETE AT 28 Do\YS. ~iJRFACE i l' .~ n f ,'lot f % ~ U C w 1 . Z .J ~ ~ r; ,. ~ t t, 4i tll . ~ It '~ << w ... z t tl ::l .J . ,M .. t1I .. . .... ..!!..- TABLE OF SIDEWALK JOINTS TYPE LOCATION ,- -It' RC. Il RT.OF ClIRVE1JUfftTIO~ OF EXISTING AN'; VERY 20 ON HEW l!iIOEWALKS '0' ~ o. f~TER TO CEUTER N 51 'WALK 'c' YIIIERE SIOEVlt'LK ADUTS CONCRETE conos DfIlVEWAYS, AND SlMl.^R STRUCrUIIES. NOTE' IIZ. BITUMINOUS EXPANSION MATERIAL SHALL BE PLACEO loT 20'IN~ERVALS THRDUqHOUT CURB CI)NST. TAeLE OF SU)~W~LK , lQCA11~N ,,' J,.OCA\. afREET ~ ~~~~'~~l o:\~=:"l111 - COMMERCIAL 6" AREAS MID DRIVEWAYS ,-. ALL OniER L'_ STREETS TYPICAL ROAD SECTION ~W'_ SIDEWALK -:- . - ~9."NSTR~CTION 6" RAISED HEADER CURB N.T,S, N.T,S, NOTE' ALL CATCH BASINS SHALL BE TYPE "e" OPEN BOTTOM 63' w ~ Z - <( c:: Cl d5(J) .....J (!)- ~~ OW <to a.: (!) ~ Z -=- ~ a.. 13.5' I'll .' .~.,~ 18' PARKING 18' PARKING {PRENOLDED EXPANSION JOINT t.lATfRIAL ROAD AY ;"tATCH EXIST, GP'"OE MAX. 6'1 (TV? DESIGN GRADES AS SHOW"s:C" NOTE: IIADIU' CURVES' NAY bI!: IIEQUIII[ IN Lit... Of AeOvE: O.OT. IUTH .., CO..loEIIClAL la" )0' RADI RE$IO....T1AL ,0'- 20' ft4 SURFACE' I- TYPE 5-1 ASPHAl.TIC CONCRETE (MODIFIED ,1800 Ib STABILITY} 8ASE '6" llMEROCKI COQUINA I SHE LLROCK SUBGRAOE ' 12- COMPACTED (35 FBY) \. TYP. PARKiNG SEC"f'ION TYPICAL ROAD SECTION TURNOUT Ct,JRB a ~----- --- .. WHEEL STOP OR 611 RAISED CURB . :!: , J. l'\ ii!: ~ ..e '1 ~ ( :. ; \ ~ 'll~ .. t . .;, "- JO' , ~. t ~ '" . f~ I ., ~, " " .. ~. , :-Ii 'I' . f ~ ';,., , .' e r" ,; i-- Z is u . :r: u w ~ ..J if- \: 'j'-' ';,0. :'i . - .., )- Ii'J 0 lI.1 ~ U Ul :c u (.J ti ,.. III Z l a: o . <t . :IE :>- ID o o w ~ z G) ell > ii 11.. W l%.: C'J V GO 1!I.i NZ 70 (\IZ ..... lil I.!! ~ ... Co) ~ m j u 1:1:, " {, ~ ,,\, f ., ~ It-r-~ U '--- aEAL -.__'~~_~"""-":*"_'.*='-~';___"'_,t_.-._",..-__""""_",,,,_ -....._'''..,._.,__.~"''~=_~~_.;..,,.- .',....r" / \ Rij.:- -~~;;;"~__.Uf::L ~:_~. .' '\~ t I · ..l !iIll_,,~~.~'___I!iiM'~~-~llllltUw..~ '; .",", .......-i:- .- ~ ....,- ~~ .......~~:..rl- p.--- ~ ..' v....--.o:l', ~ -~- ., .. ~ (( . u r: - ioo fI) . .. <<I .- '" o en ~ C aI I: (f) )0.4 ~ Q) c: .- 0) C ..a: LLJ f; WI o aid en" = .S E ~~ ...., ~-'3~ . (I) I- ~ ..l-"lIL. \::: ,- .. I ~ III III l&J ..J .Ii. 6 PLACED HORIZ, tlROUND OPENING- -MIN. 2 COURSES OF SRICK (MAX. 5 COURSES) :x: o "--PRECAST CONe, SLA9 (10") GROUT BEFORE SLAB .0 '?I.ACEMENI I .' cD :a 4 CllI2"(FOR PRECAS'( MANHOLE) ~ 6" REO CLAY BRICI< OR PREeASl CONe. J: I- ~ 8 'l{2"MIN GROUT J-2ft" Se~tion. and 20ft. of 3/4" ROck Be~d~nq o ~ 4tlil12"H< Ol>~~,.E"N.,~ ' I [JJ.. . ./'. S. LO. PE 3/4M.I.FT.... JF3 ! VERT (FOR ~~ r~. ____ MANHOLE) ~ i., .' :' :. ....:':7?------ _ ,1 I -"...' .,.......~ 1 . 6~" . . . ~ 4" CLt:A!~ANCE ALL IG .. . '...... JL:'" . AROUND PIPE W/I<EYWAY ~~ . "~~'.' !FOR PRECAS"f ..._~. mJl..Y) .. -'j //7---- . . I . .... . BRICl< RUBBl.E BEDDED /"C \l--'''''12'''' C EA"'" u"Y ; S. COI/EREO W/GROUT _~ ",.....,..1.. v.... n... e"MIN, CONC, SLAE (INTEGRALLY WICONC, WALLS FO/'< PRECAST CONC, MAN,"IOLE) IJ..' L) ~ ?: w b <t t!) SHALLOW HANHOLE (BRICK O~CO!-J..f.B.ETE) SCALE: 112": 1'-0" GENERAL NOTES-MANHOLE I, WHERE THE DEPTH TO MANHCLE INVERT EXCEEDS 12 FEET THE; WALL THleNNESS SHALL BE INCREASED TO 12" AT A DEPTH OF 10 FEET ~ELOW GR~OE DOWN TO BOTTOM SLAB (BRICl< MH O!':LYI 2. ALL MANHOLE TOPS SHALL BE SET FLUSH iN PAVED AREAS ANO 2" ABO.I[ GRACE IN UNPAVED AREAS, UNLESS OTHERWISE OIR:'.:CTED, , i ~ ii i f ~ TRAFFIC' TYPE 63~ ~ MIN. STANDARD . C.\. FRAME a COV Eft BOYNTON ~EACH \:ITY"STO. u.s. FNO, 298 OR EQUAL, FINISH. GRi\OF CONC. ENCASEMENT NOT Te ENCOMPASS PIPE JOINTS- ~A . -t! J'; TERM1~.:i~'- .$:. SE'NEr-l. C'-EMI-OlYT ?C:;''''';''''_\.l MIN, 2 COUASES OF BRICK (MAX. ~ COURSES! a: w r- ~ w c: Cl )sphalt on Conc=e~e J ~ .0 _I ,... Z ~ :I: l- e" REO CLAY BRICK OR REINF. CONC. Sr:TION . (KEYED TO LOWER WALL) ~/4" MORTAR INSIDE 6: Ol.lTSH:lE SIDE) SI;)E) US Foundry 32C ~ - <( J- W o a:: w 3= w (Jj 'x ::<t :l::l: '00 I I -,., .... ~~e~ in concrete or asphalt SLOPE 1"0 It MIN.I/e-'/FT. 2")1; 2"TREATEO . WOOD STAKE~~ ',He, E.!.ECTROt'iiC 'j MAnKER PROVIDED " .. ~c~~i~~EMR BY c:.; I 6" VC? SERVICE ( ," PLOG 'TYP.I~ ~-- .Sl.O"~I!"/FT iff _c ~-,.-~ l PLUGGED CONNECTION NOT TO SeAtE I. -J ~ " I- 0. W o PRECAST CONC,#4000 MIN. il4INIMUM 6" \J.e.PIPE LC,Y IN UNDISTURBED SOIL Sections and 3/4" Rock bedding fo~ ~Oft. i .~ ~ ~ .~.~.~~t;':'If:.', :~A1~~E4--.TEE BRANCH "-'i~.l_ MIN. 6" CONe. ENCASEMENT I 13%- I G ~ ~'--:~T~r ~ Slf-..::TI"..lN SEAL MH INS:CE W/16 MIL COAL TAR Ef'CXY. !, NO l.IFT HLl.E~ PERMliTEt' THROUGH PRECAST STRUCTURE. 3. SEAL ALL OPENINGS W/NON- SHRiNK GROUT. - SHEET N' C7 OF 8 ---1 LX- ~I . ~~ w. \<\~=t..&'~~"" ~~ ~1{..' 1~fA:__ yj- le%' I ~ % U C III . :l .J C .. ;1 I- Z I: L W 3 I . ... ~~= . =--:::- NOTES: stCi!OH ~~ I, MOOIFII::O RISEI'l Ci)l\(HECTION TO BE USED ONLY WHEN DIRECTED BY THE ENGINEE:R. 2, UNl.ESS OTHER R!OU1AEO,SERVICE LATERALS SHALL TERMINATE AT It AT A DEPTH OF 3- FEEl' TO THE ''''VERT. 3. TH1! ~NOOF EACH SERVICE CONf"ECT10N SHALL aE l-.1ARKEO WlrH A Z"x 2" TREATED WOOD STAKE ., EACH SERVICE CONNECTION SHALL 6E PWGGED WATERTIGHT W/AP?ROVED PLUO. (FOR SEWERS OVER 8' DEEP) TYPICAL RISER CONNECT~ON N6t~TO SCALE -----:-.-,;:. PLAN STANDARD MANHO~E(CON_~JJJ SCALE: Ii 4::" :: 1'-0" Se:.c;TICN = 1l ~=~:Jf 84828 A .~ .~ " ~t 't .' 1,1 / ' JOB Ng ~ . II J, ~ rJ) s.... W c: ..., C'W') C ..; '" CI,... ~ =~ t'\ ..., t')O ~ '" N ,. M M ~ tf;II ~ ~ . ~:: J ;::/ ~ c o ~ 9 &a.. ,,: E- ! o (J . :I: U m ~ ...J f -;; >- Q Q Id X U l.II l~ ~ (J >- . z: I a: Q . <t . 2 ~ Cl ~ ILl Z tl)I (!) :> ai W I1J ;;:; Q '\t 01) flU ~.Z -rlo' , o~IZ -!lot llJ ...t l- C ~.~ to ~ ~ tl tr J , . IY ,'c' ;~ j' "1 i; ~;, ~ \'1 i(, .;w,; '.1 .,.~ !t- " 'Il ~ ~ it .i I I;; 1- y . , '$ ~ f;.l I. I i J :" ;t J ,. ) j: " I it !\. ", : ~ ~ ') 'f ~ i ~ j '4 '1 ~ i ~ , ~: ,. ;;. l 1" ;.~ ,~ ~~ I , . ~ ~. ~ r \.; I "' ,. i~, I, ~, ,: 'l ~ ~ 1, :z: u , < " .. "" 1\ ~ :!l .A , < . L \ t- III $ III j ~ " C ILf to 'Z i Ci ~ .J . .. 4 .. :li j ~ t i: , i ~-- '~-.Il_ __n__.J! I ~-- ---__ Do- '--" , ~ A J: 'i;.~'" ~ERAl. ~OTE$ 1 THE cOtHRACTO,R SHALL BE, RESPONSiBLE FOR PROTECTING ALL EXIST ~ · IHG ABOVE GROUN, D" UNDERGROUNDt A,ND ON THE SURFACE STRUCTURES AND UTILITIES AGAINST THE CONS RUCTlaN OPERAfION THAT MAY CAUSE DAMAGE TO SAID FACILITIES. ~ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS TO ~. BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER. 3, A~~ur~b~~I~~c~r~~~ ~26I~~A[~ES5~~l~E~EL2~Q~?~~~NtR~~~EI~A~~Y FOR INSPECTION AND/OR TEST. 4. Tk~ CONTRACTOR SHAll GiVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL" RELOCATION AND ALTERATION OF THEiR EXISTiNG FACILITIES. 5 WHERE ENCOUNTERED~ UNSUITABLE MATERIAL SHALL BE REMOVED TO A · DEPTH AND AREA DFTERMINED BY THE ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT f'lATERIAL APPROVED BY THE EN~INEER. BACKFILUNG SHAlL BE IN LAYERS NOT GREATER TUAN 8" THICKNtSS AND COMPACTED TO 100 PERCENT OF THE MAXIMUM DRY DENS ITY AS DETER- MINED BY AASHTO T99-C. 5 AtL WORK SHALL BE PERFORMED I N A WORK."1ANSH I P MANNER ..AND ~HA!~L · MEET lJ! TH Al.L APPLI CABLE CITY t. COUNTY ~ ST A TL AND FeDERAL REGU- LATIONS AND/OR CODES" INCLUDING OSHA. 7. YHE CONTR~CTOR SHALL OBTAIN ALL REQUIRED PERMITS AND/OR LICENSES TO COMMENCE CONSTRUCTION. 8. ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI OR OTHERWISE NOTED. 9 ALL REINFORCING STEEL SI-'ALl CONFORM TO ASTMA-615 AND HAVE A , TE~SiLE STRENGTH OF 60,,000 PSI on OTHERWISE NOTED. 10. THE COOTRAC, TOR SHALL GUARi\tHEE ALL WORK AND MATERIA~S FOR A . PERIOD OF ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FMJ!TV CONSTRUCTICq1 AND lOR MATERIALS DURING FORESAID PERIOD SHALL BE CORRECTED AT THE COHTPACTOR'S EXPENSE. .clEAR ING ~ GfWUt{(i 1. CLEARING AND GRADING SHALL CONFORM TO SECTION 110 OF FLORIDA DEPMTfiiEMT Of TRANSPORTATION STANDARD SPECIF I CATION FOR ROAD AND BRIDG( CONSTRUCTIO~~ 1982 EDiTION. 2. ~~E"'TEDING SHAlL BE COHTAIHED TO CONSTRUCTION AREA AND/OR AS ~ln ~ " BY THE OWNER AND/OR HIS REPRESE~TATIVE. 3. ~~ftggT~~ STUMPSJ OR OTHER OBSTRUCTIOM~ SHALL BE REPlaVED TO "ISV;;~ ut 18" BELOW NATURAL. GRADE OR DESIGN GRAeE WHICH EVER lVl'Ir;.tl . 4. ALL DEBRIS SHALL BE REMOVED FROM THE AREA AND TO BE DISPOSED OF~~AlLY. UPON OBTAINING OF PROPER PERMITS3 DEBRIS MAY BE BllS~' REMAINS OF UNBURNED DEBRIS SHALL BE REMOVED FROM THE IT Ii.. 5. ALL EXCAVATION AND E11BAHKMENT SHALL CONFORt1 TO FLORIDA DEPART ~ll~~F TRANSPORTATiON STANDARD SPECIFICATIONS FOR ROAD AND DR UQ+;.CONSTRUCT! mL 1982 EDITION. ROADWAY 1. SUBGRADE SHALL BE AS SHOWN ON SECTION AND TO BE COMPACTED TO ~~l~~CENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO 2. BASE SHALL BE AS SHOWN ON SECTION AND TO BE COMPACTED TO 98 PERCENT OF THE MAXIMl~ DENSITY AS DETERMINED BY AASHTO T-180. 3. PRIME COAT SHALL BE APPLIED AT THE RATE OF .15 GALLON PER SQUARE YARD. WHERE REQUIRED~ TACK SHALL BE APPLIED AT THE RATE OF .08 CALLON PER SQUARE YARD. 4. ~EC~RAC10R IS TO SU&~IT ALL REQUIRED TESTS ON SUBGRADE~ PAYMENT~ SURFACE COURSE t-1.ATERIAL PRIOR TO ANY REQUEST FOR 5. IF ANY. TEST FAILS TO MEET THEIR SPECIFICATIONSs THE CONTRAC- TOR; Ar HIS EXPENSE~ SHALL CORRECT ALL DEFICIENT WORK AND ~UBMIT TEST RESULTS INDICATING COMPLIANCE WITH THESE SPECI- FICATIONS PRIOR TO ANY REQUEST FOR PAYMENT. 6. ALL UNDERGROUND UTILITIES WITHIN ROADWAY CONSTRUCTION SHALL BE INSTALLED PRIOR TO ROAD CONSTRUCTION. 7. ALL ROADWAY CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE AP~LICABLE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" 1981 EDITION. --~~. ~. ~ -~ - --....,- -. f ~~- -.' ---.::v'r _ _~ ~~ a_~'~__~~ ....._...~_ .~_ .. ..___.. "'W'1iIr f1l"'- ..... - .- --,......._.~... - -~_ .,-~ ~ ~lr -:-W~ ... __..--. - -'''---..--- ~ M1UIARLS~WA~I~OU [ c r 10ft S.YSlf11 1. ALL DRAINAGE S;!tUCTURES SHALL BE CONSTRUCTED AS PER DETAIL !;ND IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRiDGE CONSTRUCTION" 1982 EDITION. 2. PIPE TRENCH SHALL BE DRY WHILE PIPE IS BEING lAID AND TO BE BEDDED PER DETAIl. AND IN CONFOR~1ANCE WITH SECTION 430" FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICJ'\TION FOR ROAD AND BRIDGE CONST~UCTI0N~ 1982 EDITION. 3. PIPE TRE~CHES TO BE EXCAVATED AND BACKFILLED IN ACCORDANCE WITH SteTION 1256 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATI NS FOR ROAD AND BRIDGE CONSTRUCTION~ 1982 EDITION. 4. THE FOLLOWING PIPES SHALL CONFORr1 WITH THE A.PPROPRIATE FOLLOW- ING SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD 4ND BRIDGE CONSTRUCTION, 1981 EDITION: 1. REINFORCED CONCRETE PI PE (RCP) - SECTiONS 430 AND 9L~1 2. CORRUGATED ALUMINUM PIPE (CAP) - SECTIONS 430 AND 945 3. CORRUGATED STEEL PIPE (CMP) - SECTIONS 430 AND 943 5. ALL CORRUGATED PIPES SHALL BE INSTALLED WITH MAXIMUM LENGHTS IN ORDER TO HINIMIZE ,JOINTS. 6. ALL CONNECTION BANDS; FOR CORRUGATED PIPES, SHALL BE CORRUGATED" LAP-TYPE" IN CONFORMANCE WITH AASHTO M-l96" AND TO BE MADE WATER- TIGHT BY USING A GASKET AT LEAST SIX (6) INCHES WIDE BY 3/4" THICK. 1. POLYVINYL CHLORIDE (PVC) PIPE MATERIAL" CONSTHUCTION AND PER- FORMANCE REUUIRlMENfS SHALL BE THE SAME AS lISTED HEREON UNDER WATER DISTRIBUTION ~YSTEM. 2. DUCTILE I({ON PiP!:. WIP) MATERIAL CONSTRUCTION" AND PERFORMANCE REQUIREMENTS SHALL BE THE SAME AS HEREON LISTED UNDER WATER DISTRIBUTIUN SY~TEM. 3. PIPE TRENCH AND MJ\NHOLE EXCAVATION SHALL BE DRY WHILE PIPE IS BEING LAID AND/OR MANHOLE IS BEiNG BUILT, DEWATERING OPERA- T IONS SHALL CUNll NUE UNTI L BACKF I LU NG I S CO~IPLETE. 4. BACKFILL AROUND THE PIPE TO DEPTH OF ONE FOOY ABOVE THE PIPE SHALL BE COMPACTED TO NOT LESS THAN 98 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180. THE REMAINING BACKFI LL SHf\LL BE COMPACTED TO NOT LESS THAN 98 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180. 5. INFILTRATION SHALL BE LESS THAN 250 GPILLONS PER INCH DIAMETER PER 24 HOURS fiE j{ MILE OF GRAVITY SEWEFt PIPE BELOW WATER TABLE AT TIf~E TESTING 6. EXFILTRATION SHALL BE LESS THAN 250 GALLONS PER INCH DIAMETER PER 24 HOURS PER MILE OF GRAVITY SEWER PIPE ABOVE WATER TABLE AT TIME OF TESTING. 7. FORCE MAIN CONSTRUCTlaN~ MATERIAL~ AND PERFORMANCE REQUIRE- MENTS SHf,LL BE THE SAr~E AS HEREON LISTED FOR WATER DISTRIBUTION SYSTEM. 8, MANHOLES SHALL BE CONSTRUCTED USING PRECAST REINFORCED CONCRETE MANHOLE SECfIONS ACCORDING TO CURRENT EDITION OF ASTM C-487. PREFORMED FLEXIBLE BITUMASTIC JOINT SEALANT SHALL BE USED AT INSIDE AND OUTSIO[ OF ALL JOINTS. 9. WHERE WATER AND SEWER CROSS WITH LESS THAN 18" VERTI CAL CLEAR- ANCE AND/OR WHERE \~ATER riAIN CROSSES UNDER A SANITARY SEWER" THE SEWER SHALL BE 20 FEET OF DUCTI LE I RON PI PE CENTERED ON THE POINT OF CROSSING WITH NO JOINTS AT LEAST 8' FROM THE POINT OF CROSSING. 10. FORCE r~AIN CROSSING WATER ~lAIN SHALL tit: LAID TO PROVIDE A MINI- MUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTS IDE OF WATER MA I N AND THE OUTS IDE OF FORCE MA IN. MAIfE DI~T~aUTION SYSTEMS 1. EXCAVATION SHALL BE TO REQUIRED DEPTHS AND ALL SURPLUS MATER- IAL NOT REQUIRED FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED BY THE CONTRACTOR. PRIOR TO COMPLETE BACKfILLING.. EACH JOINT SHALL BE LEFT EXPOSED FOR VISUAL C)ESERVATION BY THE ENG I NEER Dl!R I NG TEST OPERATIONS. 2. MIHINiJ~l Ct.WER OVER ,~ATER MAINS SHALL BE 30 INCHES. MINIMUM COVER OVER WATER SERVICES SBAlL BE 24 INCHES, 3. POLYVINYL CHLORIDE PIPE (PVC> ,L\ND COUPLINGS SHALL BE PVC 1120" $OR 18) CLASS 250 HAVING AN OUTSIDE DIAMETER (00) DIMENSION OF DUCTILE IRON PIPE (DIP) AND TO CONFORM WITH AWWA C-900-81. PIPE AND COUPLING SHALL BEAR IDENTIFiCATION MARKING IN ACCORD- ANCE WITH AWWA C-900-81. 4. PVC PIPE SHALL BE JOINED BY RUBBER GASKET COUPLING CONFORMING TO ASTM 0-31-39. STORAGE~ HANDLING" AND INSTALLATION OF PVC PIPE SHALL CONFORM TO THE MANUFACTURERS CURRENT RECOMMENDA- TIONS AND INSTRUCTIONS. 5. DUCTILE IRON PIPE SHALL BE CLASS 50 AND AWWA (-151-81 LINED PER AWWA (-104-81 AND WITH FITTING CONFORMING TO AWWA (-100-81 AND INSTALLED PER AWWA C-GOO-81. 6. ALL GATE VAlVES SHALL BE RATED FO~ 150 PSI WORKING PRESSURE AND BE IRON BODY" BRONZE ~IDUNTED" DOUBLE DISK" PARALLEL SEAT; NON- RISING STEM. ~ALVE BOXES SHALL BE CAST IRON WITH THE WORD "WATER" CAST ON COVER 5 I~CH mN!MUM DIA."IETER~ AND THE ADJUSTftBlE TYPE WITH ~STAY PUT" COVER. ALL GATE VALVES SHALL CONFORM TO THE REQUIREMENT OF AWWA C-500-81. 7. ALL FITTiNGS SHALL BE MECHANICAL JOINT" CAST IRON" CONFORMING TO THE REQUIREMENTS OF AWWA C-110-81. 8. TEST Of WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA C-600-81, 'AFTER THE PIPE HAS BEEN LAID AND TRENCH PARTIALLY BACKFILLED, THE PIPELINE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 PSIG FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS. ALL JOINTS AND FITTINGS SHAL.L BE INSPECTED" AND ALL VISIBLE LEAKS SHALL BE REPAIRED. DURING THIS PERIOD LEAKAGE SHALL NOT EX- CEED ~ GALLONS/MILE/1 HDUR/INCH DIAMETER OF PIPE PER CURRENT AWWA LEAKAGE SPECIFICATIONS. THE CONTRACTOR SHALL CORRECT THE DEFECTIVE WORK UNTIL THE LEAKAGE IS REDUCED TO WITHIN ALLOW- ABLE LIMITS. CORRECTIVE WORK SHALL NOT INCLUDE MORE THAN, ONE (1) M.j. SLEEVE PER FiFTY (50) PIPE JOINTS AND/OR ONE THOUSAND (1000) L.F. OF PIPE. 9. DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA BULLETIN 601" PALM BEACH COUNTY HEALTH DEPARTMENT FIELD DIREC- TIVE #101 AND SHALL SATISFY ALL FLORIDA STATE DEPARTMENT OF ENVIRONMENTAL REGULATIONS AND THE APPROPRIATE UTILITY. 10. ALL SERVICES SHALL BE INSTALLED BY THE CONTRACTOR TO THE METER LOCATION, ALL WATER METERS AND BOXES SHALL BE PROVIDED BY THE APPROPRIATE UTILITY AT THE DEVELOPERS EXPENSE. '1 A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO ANY CONSTRUC- ~. TION. THE APPROPRIATE UTILITY SHALL BE NOTIFIED 48 HOURS PRIOR TO PRESSURE TEST. 12. A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN ALL PIPES (SANI- TARY~ STORM AND WATER)~ 6" ABSOLUTE MINIMUM WITH DIP WHEN NECESSARY~ SHALL BE MAINTAINED. 13. A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN WATER MAIN AND SANITARY SEWER OR FORCE MAINS SHALL BE MAINTAINED. ~~~~~~DT5?LOR STAKING FOR UNDERGROUND FACILITIES SHALL BE . THE UNIFORM COLOR CODE THAT IS NOW MOST CO~10NLY USED IN STAK- ING AND MARKING THE LOCATION OF UNDERGROUND FACILITIES IS: YELLOW - GAS ~ 0 I L PETROLEUM AND OTHER HAZARDOUS LI QU I DS OR GASEOUS MATERIALS, RED - ELECTRIC POWER LINES OR CONDUITS. ORANGE - COMMUNICATIONS LINES OR CABLES" INCLUDING BUT NOT LIMITED TO TELEPHONE" TELEGRAPH" FIRE SIGNALS~ CABLE TV" CIVIL DEFENSE~ AND ELECTRONIC CONTROLS. BLUE - WATER GREEN - STORM AND SANITARY SEWERS INCLUDING FORCf MAINS AND OTHER NC~ HAZARDOUS MATERIAL, / '\ - - ~ ... -- ~- - -I - ~ONSTRUCIIONIN~P~bTIO~ CHECKPOINIS ROADWAY: THE CONTRACTOR SHALL NOTIFY THE ENGINEER (PHONE 683-6333) FOR INSPECTION AT THE FOLLOWING CHECKPOINTS: 1. PRIOR TO ANY DEVIATION FROM THE APPROVED GRAD!NG~ PAVING~ AND DRAINAGE PLANS. 2. PRIOR TO BACKFILLING OF TRENCHES CONTAINING HYDRAULIC CONDUITS" SO THAT JOINTS MAY BE INSPECTED. 3. UPON COMPLETION OF THE SUBGRADE COMPACTION. 4, AT THE TIME OF DELIVERY OF BASE MATERIAL. 5. UPON COMPLETION OF THE BASE AND PRIOR TO PRIMING. o. IMMEDIATELY PRIOR TO AND DURING THE FIRST APPLICA- TION OF THE MIXED WEARING SURFACE. 7. UPON COMPLET ION OF CONSTRUCTI ON A FINAL I NSPECT ION MAY BE MADE WITH THE CONTRACTOR. WATER/SEWER THE ENGINEER (PHONE 683-6333) AND THE APPROPRIATE UTILITY SHALL BE NOTIFIED PRIOR TO THE FOLLOWING: 1. ANY DEVIATIONS FROM THE APPROVED WATER/SEWER PLANS. 2. CONCRETE POURS FOR CAST-IN-PLACE WATER OR SEWER STRUCTURES. 3. LAMPING OF SANITARY GRAVITY SEWER. 4. BACKFILLING OF ALL WATER OR SEWER PIPES. 5. PRESSURE TESTING AND FLUSHING OF WATER LINES. 6, CONNECTION TO EXISTING FACILITIES. 7 , JACK t\ BORE. << NOTI CE: THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES IN THE AREA OF CONSTRUCTION. THESE COMPANIES SHOULD BE CONTACTED 48 HOURS PRIOR TO COMMENCING CONSTRUCTION FOR EXACT LOCATION OF FACILITIES. 1. FLORIDA POWER AND LIGHT COMPANY WEST PALM BEACH OFFiCE 305-686-7700 2. SOUTHERN BELL TELEPHONE COMPANY CABLE LOCATION BUREAU 1-800~863-8300 3. GROUP W CABLE INC. RIVIERA BEACH OFFICE 305-853-8300 4. PALM BEACH COUNTY WATER UTILITIES WEST PALM BEACH OFFICE 967-8991 5 . i'1ARTlN COUNTY UTI Ll TIES DEPARTMENT JENSEN BEACH OFFICE 334-1770 6. LAKE WORTH UTiLITIES LAKE WORTH OFFICE 586-1680 7. MEADOWBROOK UTILITY SYSTEM" INC. 626-6399 8. VILLAGE OF PALM SPRINGS PALM SPRINGS OFFICE 965-4010 9. CITY OF BOYNTON BEACH BOYNTON BEACH OFFICE 734-8111 I'~ ~ 1" " r: ~ "" .. ' i . ,,'~ ii:;..r ..;,;~... , ~ l . 48 HOURS BEFORE DIGGING BRl)I/VARQ . PALM BEACH. INDIAII.! RIVER. STLUC1E . MARTIN COW,, TIE- S .. A~. ~...~, I- REf 't .800..43211:4770 U N C L E UNDERGROUND UTILITIES NOTIF1CA TION CENTER ~",>t # : " ~" t'~ ." ;...: .i. ',. .~'" I ". =-_ it ,':, . <;<S)/rn'~ U fLJ JAN 29 1985 ~t (/) . .... ~ ! .. c: .. to . en__ &)" .: ...... ... ... . CI * ..... ._ II. U (/) It o ~ ~ en c>> - fit r:: · C -51 · c ! OSUJ: -; OJ., .5 : " ..... . >--:s .. CI). . 8 u ~ J--.' ~ .. o -, 5, ..... -- ); .~ w ta: (!) 0. ,)- '.. ~ =- o o % CJ 11.\: :a .;..J f '.\4'\ " ...:' t: J' l.~J " ' ~' ,. i :~ I 1 _'I,,:," .~ 'I t _ t ... -.~ r ~ , ,,,,~ ;><t .. . ' .t .F f I 'lIt1 i~ Jo' en ra z I 0 - .... I <( 0 -- La. - ...... >- fil ~ 0 Q bI LLJ i 0- c:t t iI en <( ! Q WI ~ ... > ~ I! JOB N' 84828 stltET N' C8 OF 8 ji, !, f I .,:,!, ,-, L~ , -' ~ ~ i 'I U '\ i I i I I j /l I Ii ~' I I " ~i ;1 ~ 11 I I I I i ~ ~ 1 (.."......~?-' .. . -...,...._~ . '15 tl 1 t t t '~ i ~: I I 'r ~ t t r I I i I t 1> ~ t , Jl I l , . ~ t . f . ~ I ~ fi .J ,11 I II I o I U ~ j , '\. ~ i ~;- & 1 ..; i \ '1" ' :1 III ... Z i; t.. Id ::l .J . ... .. ... A t t ,~ t t " ~ wtOTH."D+41(tM'U_~ 2' -0' [teD!A.OF 2'40" - 2" I r TYPE S- A.C.S.C:. F'!f'E + 24 t se BAaE COIJRSE CQMf>ACTED 1M 2 LA'fEftS W 100% ~AX. D!HSlTY. ..."iMf! ", PER ZTATE ~AD Of.PT. Sf>EClltIC-ATiO"S -- ~- 7MS MEA EXCAVATED BY ~D !14ft OIA. MlN. ASMlALT CClNCN:TE P1W1!1lil!!HT ..oons at~ u: UE:CNAH<<;l\UY zAm!1'J ~lL~: I. 9A~ QJ,~l(,f(l.1. SK.\W.. IE PLACEtI I~ l~ OR THREE UYfR$ "NO EW.... U.Yf~";'H(\~LV ftCUED on TAMPED Ta MAX!Joll,IM DENSITY 8'( ;.';AUU'.i, ,. - .an SPECIFlCA1IONI1l. l!. TRE~}1 ..", ~~. tIlACK"1LLE1) !N .OO taA.'lt LAYE'" COM.....CTED TO 98 % ~. J1)flV !J:::15;~1T't. 3. ~i'lE TRAt:rIC SIGMAl1ZATION EXI~S IT I&HI\l..L liE: THE RESfONSI!lt.ITY O!" THE n"atlTtU TO ~1'1."CE; THE SYSTEM I>IS'fURKD illl ACeO~MCE W!TH ",,"~Of'ftl" TE RECULATORY AOEIJCV ftEQUlRD\EHT$. TYPICAL PAVEMENT RESTORATION DETAIL ~ ....--.,. ~~. 1~~ ...:::....:...= ~- ttT.'., - EAS€MENT II LINE --y -~ -+- J .~ 'L-~~_I fR/W t.INE OOB PAVT. PAVT. \8 r 1~2"C P. ! dlPOLYE":'HELENE no? I "":J I \ ~ ,r.;.:lt I"~ 1" WVE \YClKE AS A EOt.ll R EO. 4 PLEX, e FlLE.X ETC. NOTE; YOKE TO a::: I FORO MODEL . !~I LOCKING CURB STOP ," POL-VEl HEL.ENE FE:' ~.. 0'- A ST""" '21'1 , t) 1IOt!: : A low range APe w~t.r . ..rker will be w~rea to ~ll 3/4". 1.... ll:i". and 2" meter yokes. ,.. CORP. STOP PLAN --. FORD 1'10DtL 3/4" YS02 1" Y504 1-=---1 L FORD MODEL * l~' WB66-1Sx l~" 2" WB77-1Sx 17" j40TE: GRADE AT METER wE m BO~ TO BE IZI, .ew. CUAa --....... . i ',--- cu.. ~-r .' -: ~ -'ater to ba 1~."1l.d by CLty. Only -"""~H-F1~ . :J==.- I ~ - Grade' to. . " .12'~. below APPRO?RIATE SP'E FORo~lll~! ~. finish grade unless otherwise METER. YOKE NO: .'1'0.." I ([ 24':.MIN. . In"POLYETHEI..ENE appt'tlv<<d by City. BE FURNISHED BY DEVELOPER I 36 MU. . 3406 PE fOR EACH METER TO BE 2. STRAP UDOLE WI '3/4" & 1" Met!!tra to be installed INSTALLED I Yz" MUELLER THRUOS No. nT-Body \4ith C.t, cover WATER MAIN SECTIOIU.t ELE\lATIOH ll.:i" " 2" Moten to b. installed . _-=-.:..~U _ No. 66.'l'R-1'lody al.'\d steel cover wi c.!." Lie. TYPICAL SERVICE CONNEGTIO~ ~~~o::~~~o~~~:: :~::~P~~V~~I~i~~;d and HOT TO StALE sUppJ.ie~'by contractor. . NOTE: ALL BU5HIl'lG!l OR r.fOUceRS SHALL BE 8MSS. txJSllNC GROUND (2)XCOEPTH}+(W) UAX. tRENCH 'I'?ln rn 1 SrANDARD TRENCH N. T.s. Dl:IA1b AN;'. ,"AO.~ .1 ~, .v/'~" ~/'" - ~~""",,~ v/t'''W","7/A.' '-""/ ~ V //'",,' v//, \ '''''''' \ i WA'rER MAIN ANO/OR SANITARY ~ Z!X FORCE MA'N. VARIOUS SIZES CUlVERT PIPE LOCATION ANO :i ~ AS SHOWN ON PLANS SIZE AS SHOWN ON PLANS g I)J.~ 450 BENDS TO BE IXSTALl,ED WITH THRUST BlOCKS 5/8" TIE ROD.<S TO BE CONNECTED PAST flRST .JOINT NOTE; THIS METHOD TO BE USED WHEN INSUFFICIENT COVER EXiSTS TO ALLOW PRESSURE PIPE TO C:10SS ABOVE STORM SEWER WITH 18" VERTICAL SEPARATION AND MAINTAIN *" MINIMUM COVER TO mUSHED GRAOE WATER MAIN CULVERT - CROSStNG DETAILS ~~ ~- N.T S ".. [".-~ r I.:>'""" ' - ":JI{ ! :ow =0 I "N r I I \ ~1 ~ ," CIA I TYPE ')(" COPPER o I Remove corporation and plug with Mueller~rass plugs when samples are c~pleted. .. C\I Double strap saddle WATER MAIN SAMPL!NG POINT DETAIL ~/w O~ EAS~1~~rs ~^y eE ~rF~~~~, I NOT TO SeAL E FIRE HYDRANT e DRESSER 500 MUELLER IMPROVED OR um'EDY l'SJ.5' 1'111: 29T I VARlASLE, , 'z - I \01_ ..,,:,\:i; I 'i~l! ; CONCP.ZTE.'a.tA I ~ IH-I'), ! . I .~: I. 0' . NO 2 C i ~l ,~Ie: I o~;, I ".. "E 8"X--- 1.' r' B !,(IN ;:.: I : ......." ~ I ::>! I ;; . .. ~ ' 0,0 I I a.. Gel PIPE-- i ..~ ..,,(.) I w' ; 2 THREAOED ~~r; (.6.~ Iz I 0 C I TEE' ROCS'3~~"0, ~"; ~..~VE:~ I >.' T' 'r-~; \ -:...:c;'C.?"\,' --~! .-,,; ~"m'~C!' 'f " -J?'-:" · : '..'.1.... ijt~. ,".l'L"'lO"-.J ',' .<11' \0 I '-,. i.... ...":'"~--_. 4 I~ f -',; . L ."~ "'\0 ., ",.' .".rJli\.. r I . r', U::- ,,/ . ;: I f '- i "01 \ ~u.';;' . "". 't, (..J o....J-~.. '- . .... ~~l \. . "1:1-1 . ...L-1 I ,~. I' I ~" '\ '--~~.~..~~::PLE "', "-CONe THfiUST '-- "'0 P;PE NIPPLES 6LO~KS TO ~., ~~N~ l;NC:STvRSE:t . GRO~ND 42" maxim~m, unlesli approved 'by C1.ty. .J 'fPiCA..b__ FIRE HYDRANT ASSg~8LY -"r-:-:Y~.A~~ ^ t\~i;C l:5[ SAME \.~....\r sex :'f"rtdL ;."C"R GA:E .~~\rs c~_.- _. r l-- ~.- SEAL / \ ~__1 "AI!l ,~~ _..J_. ~- .. -..L.r- "_~..II!BIItI ~. ~. 1 -J1 G~I U <l) C C M _ ,-, oj)d ('., ~ ~. = <t1 ~.- - =~ 0... ;; ~ r ,,- '" m 4) .. ~ a:YIIiIlI! U o (IJ tit C II * en ~ ()) ~ C '-"-.ol4 0) ,- -- .I!i. f? 1 U ~ ~ ..li..8 ~ "'P'" OJt.I! I: C ~ 0_ is -+-l - ~ :i :. a' . V'J .,.l 8 ]:: LU ... = "---- r~~ iJJ ~ 0:.: ~ !z W II:, o I ~ ~ W I-:: <:( (!) ~ z ~ (..) ",} :1: (..) I ~II a. .., >- lEI b lIJi :ll: () lIJ :;z: () CJ) ...J - <{ i- W Cl (.) (.) >- III Z ~ a:: o 0:: lJ..l r-: ~ . <( . :E >- CD o o lIJ lIJ % (l) c.') ::; en lIJ lIJ II: 0 v Q) ,LtJ "'Z -0 12 N - ILl Ul ..J I- C C () o (l) \\ JOB N2 84828 SHEET N2 C6 OF 8 L.'- ". :- ~ J~N 2 9 ~l_~_ ~.. .' I m ill . , :~ ~: I I I , ~ I 1\ I ~ ii .)1 I ;l f ;;;. ,~ .J. . _ "';.... --.,~ ,A,. ~ :::..= P F - 4 5 . P F - 4 5 P. F - 4 5 P F - 4.5 '\ . F - 4 5 RCC-2 L RCC-2 Rec - Z J~CC-2 RCC-2 I RCC-2 RCC- 2 i;RCC-2 Rec -2 ~ RCC-2 I --I~'=; ro.. 1-1-1 '~-i- -I / 1-- -, :I, - --I - - - - -:- - -' J..,-,.\;:;;;.,:zj',:;J,r. - - .::c;-: ::: ,,= ,-.-:i:: ~ - - -~~_::. 7, -:~~ - - ~ .'~ :;;:., - - ~-,-:-r:'m '--~ :- I ----- -, I l- --- --I" ----J--: \----- - --- ----: :--- ---r------; _J------ 1----1--1--1- - - -l--- - --1- - -1- - --- ,- ---- -:--, ~ I-r -II-- 11'.'RCC-3----- C.F,-I{TYP) ----- ------ -- ,I . , CF-2 1~1 10~ 12' L__12'_____~J---'!'---L---.-LQ~-j 10' 11'-4" a'-a".~ 10'.1 10' 10' t g'-JQ" I:! ~i I I" i I l . I I RCC-2- I . -- -r I ! I I I - I I I C F - 2 -..----.\ II -10 i I I -! I F. ! I I I I ---4. I I i I I 1 I " I I I ~PF - 4 5 ;{cP F - 4 5 "C F-! (TYP RCC-2 / RCC-2 CC-2 I - - -, i' 1- --I !.~ _ _ _ _ _ _ , ,_ _ _ _ _ _ _ _ _ _ _ _ _ _ , 1_ _ _ _ _ _ _ V I SC-I- ......- SC- I ----- - RCC - 2 I . I : III : ~lll I I il~ I I I I I I I I I I I I I I I I III I I I~ L 1-\1 CF-2 I I I I I I I / PF - 6 I I I----j'/I I I 1 1 111_- I ' I~- : ~-~- I ; RCC-i I , SC-3 [m! ------- 111I1 I 11 I I I I I I I Ii I I I I I I. I I I I I: i I I I I I I PF 2 5-jj:oo-1 .// 1---1 sc-,/ I I I I I I I I I I I I I I I I I I r--' PF.- 2.5- OOJ SC-2 RCC-I 'I ~ ~-f j \ ~ ~ d J ~ ~ -. , M Ii I . t I 1 I I I I I I I I I I tT-- : 1 .__ _I SC-2 I I I I I I I /' RCC-I I /" !/ .~ . '. I' P F -2 5 / SC-I/ I I I I I I i I I I f I I I J...--- S C.- 2 I I I I I I J I I I I , ~, I/RCC-4 I ,. I, :111/ i~ "- I, " ", PF-45 " \ , " '" ~ I ~ L__ I '\,',,- "~;-_: CC-,4 ~ I I ~ ~- I, ..L-_ 'SC-I sc-~ I I I I I I I I , I I 1 , , I 'I P F - 2.5 // / / SC-I :x: o 0( \oj II) :E .J 0( eL- l- Ul WI ~ u: a: w t- Z a: eL- ~I ::l .J III ... ~ ... PF-2.5 \~ - 1 ~e .r II ~- (( . U C -- .. (I) G>> .... ftI . .,.. U o fI) Ill) 1< lilt .. t;; I~ IS Ii: ,l ,~ <( I <( PF -4.5 , I I I I - I i :. I I I I I RCC - 2 --.. I I ""'-, I I-~ I- I~ o ~ ~ W t;:e (!) .",.._r A A 1IJ Z -l 10 :I: U r- <( - --4c-- ~ PF-6 / r -- --7j I II I , ' -:~ 1_ _'___1 SC-3 : -v::~~~ - ----, RCc-3 , ,-------, 1 L_, I-J 1 I RCC-4 II! , , I "- " 1 I , ~"- : : ',,~, /PF-45 /PF-45 I I ,~, : 1 ',~- _ I I .-', .-- 1_1 , 1-- - -,_ RCC- 4 . ~ 1_ _ 1 1_ _ - .J '- - __ __ - I : ' RCH )-:~~" L__~~CC'~:-u---u:-~R~:-,u ~---- ~ -:-'=--~R~;-~-------'----'R~C-I- pF.-45 " " " I I I I I I I I I I I I I I I I I I I I I I I I III: I I I I I I I I I I I I I I I I I /PF - 45 - v RCC- 4 \ . \ \ \ \ SC-I \ \ PF - 2 5 PF - 2.5 SC-2 PF - 2 5 RCC-I ~-SC-I SC-2 I I I I I I I I I I I ----I , "-"""", ~PF- 25 P F-4 5 / / / / P F-4 5~ //>// ,- 1-/ // I / " I -----, __.1 RCC-4 '., " '" "'....PF-? 5 .. RCC-I SC-2 ---SC- I ''''. - -... I ,- - - - - - - '- - -. :"',-' 1---' 1~ SC-l 'SC-I P.F.25 \) J SEAL ~ -~ ...........)0' ....~~ " 1\. / \ ~..1f'-:-~1~ -:it!:," t '~~I~~~:f; .~::~,;;;~""-~:; ,:~ ~~ .~; ..... ~ ~., .......... '\ Cf) ~ 0) c: c: ~ - ~ oQctM ...M = ",r- :a I ~ ""'oc:; fJ)N * m :.-. (j) Q) C . P-lI 01 C .I: u.J CJ ~ ~ OJ&>> .5 E ...... ""'" ..- m ::s A- il) 6 u 11 t ~ .' ~ II t f. I ~ f ~ ~I Il ); ~~ I ~ . I ~ I1II ~ I I I - )- ~ :."} o U' % o ID 2 ..J ~ z <( . u ~ I~ n. 10 >- III Z z I 0 a:: c - tr . ct 0 <c~ I z et: )- liJ :::> Q c I&J 0 /.!J Z ~, Cl I> en l.L.. !.ll !.ll a: 0 V 0 I . a) :'W>l i I II ..r::: -. all I...... N - -. IIJ LII ..J ... C C U C Ul r 84828 \ S I OF 3 - JOB N2 .. SHEET H9 .... :1.* " ";I'.J .......... j.:~~45 ,___L,PF-45 ,_1..::,-45 al ,m/F-4.5 ________, ,________________....1 1_______ _______, 1______________1 ,_______ ._i~~_~4.5 _ _ _ _ _ _ _, 1_ _ _ _ _ _ /p.F. - 4.5 PF -4.5 /PF-4.5 ,---Ll 11----, 1-- --, ~ ~-~~ ~ =:.-; ~ i- ~S~ ~ ~~~~ ~:=~;- -i\i~~~_-.- = ~ -= - =:~~ :-~ . \~:~2~n- ~ ! i 1 RCC-2 l' 15'_ 1 I 10' 10' 10' 10' 10' 1'---.--- -I .-.~,----..~.~.-- _. -~.--.--...~--~-~..- ..- --_...~.~~ .-.. I I RCC- 2 " , RCC-2/- -:cc_~7 CF-17 i__ L._I~ -- , RCC - 2Y- RCC - 2 RCC-2 , 1 " i 10' ~ ~- --~ ~~- , a'-a" 10' I' '-4" 10' <l: I < I I I - I f- ;-----CF-l r.., It. f I I 1 : :1: 1- .----RCC-I - - I I I I I I I I I Ell ! 1; I ~ I ___-RCC-2 I .....- 1 I I I ::t I I I I I I : I I I I ' I - I ~ I /PF-4.5 I I I-I (-- ,-- ,--------------- , _~PF-4.5 _(PF-4.5 ,n _/Pf-4.5 ,__ _/PF-4.5 ,_ - - - - - - - - - - - _! ,_ __ - - - ._ - - - - - - _I ,_ _ _ _ _ _ _ _ _ _ _ _ , ,_ _ _ _ _ _ ~...:.. ~-- ..~ .... ..l::~ -~ - - .. - --- - - - - - - - -, 1- -- - - - - - - - - - - - -, "c- - - - - - - - - - - - - - I L ____\ '-----''\ '..__ __ ~1.~C-1 RCC-I RCC-I \RCC-I RCC-I -10 w Z ...J - :I: 10 U I- ~' 1 ~ I. i ~~ :i Ii " l V I I P~-4.5 I--L -----, I ,---------- CF-I --...~ :-'F ~--~ . I- l ----------...., '____- ,----- - -' - - - - - - - - - - -. - I ,- - - - - - - - - - - - ,____- RCC-I I ,I II RCC-2 -... 1___L.PF-4.5 -----_, 1______- PF - 4,5 ,_1___, - - - - - - - _' 1- - - - - - - - - - - - - - __ _, -, '-- I 1_- R CC- 2 CC-2 10' I RCC-2 I t-~~-..k 101 .' I I I I I , I I RCC-2 I L_ --- --I 1_- RCC-2 RCC-2 CC-2 10' 101 10' 10' 9'-10" RCC'. 2 RCC-, 2 I _ I I I I I II I I I I - , I i 11 I II I I: I II I I 1 . I I II I' (I II II II II II I I II II I! I I CF -2-.. I I I I I I I I R CC- 2 I I I I I I I r- _(P~~4~_ _ n m _i-- (:~~:__n_ __J--I-<::~~~n_____r L~~~~5____:~~-3 _ i . I I I I 1 I I I I I 1 II " tl . . II I : 1-------------1 1--------------, I----~---------, ,---------------: ----- RCC-I '---- RCC-I I---~CC-l 1---- RCC-I : I I :~-: :~-1 /1 I I I. "r - ------------ - --" ------ L .:- SC~I~---------~~C-I \ PF - 2.5 :~ !.... '\ \ \s C - I \ PF- 2 i~1 _L ~___ ~C-I PF-2.5 J~\---- _mm_ _m[l~t-_ -_ _____. m__ __i~ -t m _ __ _ _ __ _ _ _ _u [~__ _ __ _ _n____ '\SC-I \\SC-I ill SC-I \5C-1 PF- 2.5 \PF-2.5 PF-2.5 PF-2.5 '; L _' \:~I PF- 2.5 PF-2.5 I' I '1 I l PF - 2.5 l, I ~ t To ;; <( al Ul ~ .J 0( II. l- t/) III ~ iii II: III I- Z II: II. III ;:) .J III ... OJ .., "-'- / ' A~~____"_ - __..............~I - - \ SC-I \ \PF-2_5 :t- RCC-3 ~ 10 ~ ; ~ (/) ~ . s.... U Q) C C c!sI ,." - C ... M = .. C'd ca r- ei) :a . - c.c f>> ~ .... c:lC en C"o.I ... ftI * .- CJ (/) 0 s.... Q) eI) Q.) fI) C r; C .- ~( 0') c: .: l' 111 ~ t.LJ u ca .. Q) I' 01 m it I: C ~ I ftI .- .... ~"'.. ~ - ~ fi =' A- M ~ ~ M (/) M . ,..., .... c.c )..0 CI) . 0 ~ M 00 U c.c jt, i. ~ 0: j W 0 I ..J a:: e.&. I- Z W U ~ 3= .. )- \ W ~ ~ ::;) 0 0 X (.!) 0 m ::E ..J : - ~! ~ i I - I V I -:>> >- eD o Ul lie U Ul % U z <( -' a.. , ~ X o z o - ~ o Z :J o lL. >- eD Z . a: o < ::E >- eD o fi3 Ul z en '" :> iii Ul Ul a: 0 SEAL JOB N9 84828 SHEET N9 S2 OF 3 ... I, ii II ,; ~ 'J I ,f I 'I f) (, ,; ,j 7 I ~ J: U l( III tIl I ..J ;I( II. t- Ul III ~ Ul II: III t- Z II: 11. III ::l .J III ., ~ ., L. c c TOP OF PARAPET 17'-4 " =0 _I ..... 4 -tb 10'-4" 9'-4" -~ TOP OF BEAM BOTT. OF BEAM = -+- FI NISH FLOOR 0'-0" . 4 #":5 CONT. -(\I . . I ~ 24" I .eI CF- 2 {=. l . 3 ~ CO NT. I a" j CF-l RCC I I ,: II I: : I II1I .-. · -i...l ~ - ... F.FL. = z 11)- -~ CD VARIES 12" MIN 3" CL.(TYP.) WOOD TRUSSES at 2'-0" OC. CONC SLUMP BLOCK- SC - 2 ~----- PF- PF- 12"X 12" X 3;" STEEL 4 PLATE LEVEL W/NON- SHRINK GROUT. .--. --. -;- ...-.-. ~" 4 -74 ANCHOR BOLTS VARI ES PF - 2. 5 2.,5'){ 2. 5'>:12" PF-4 5 4.5')( 451){ 12" PF-6.0 6.0'>:60'>: 12" FOOTINGS T'(P SECT, ~ 3,11 _41 0 '4 -. - /PNL. RIB ROOF SHEET ON PURLINS at /' 5'_0" O.C, TYP. ON VARCO-PRUDEN / STEEL FRAME. T.O.B. ELEV. 17- 4" ~B-2 // / I l ~-~ ..,..-:~ :--L '=r" L T: STEEL BEAM BY VARCO BRUDE~ == 8" CONC. LINTEL BEAM WI i# 6 T.0.B.IO'-6" T.O.B. e'-s" 8-1 14' 5"_8" e" 59'-0" =#= 1 5 J jlLOPE I" 2'MIN. CONC SLAB" "" " 12" SECTION 8-8 CONCRETE BEAM D 2 L 5 l( 5 " ~')( 12" WI DE / W/8 - 3~t ANCHOR BOLTS Q 4- 3~BOLTS THRU BEAM o o o o t \(STEEL BEAM BY VARCO PRUDEN) I ~ I ~ TIES at e' O.C. STEEL BEAM TO CONCRETE COLUMN CONNECTION RCC-'-I. rARIE~1 B3- e"l( 16", 4 *'"6~ W/*?J TIES at e" a.c. B2-S"l( IS'\ 4 #6~ BI-a"" 24", 4#6~ wifl:3 TIES atI2"0.C, iD[ ~ , 3 TIES at e O.C. *I=' 7 5 CONT. en w a::: ct > CD ~ RCC-~l REINFORCED CONCRETE BEAM . J ~.4:tt-5 CONT. =II)LL~===-~Y---# 3 TIES at I. 16" j ~ ~"rrW8'31 e' O.C. a" " e" CAP BEAM W/2:IF 5 CONT, 5C-3 SCREENED CONDo UNIT LOCATIONS TYPICAL. ,- , I : 1'-----, , I I I I I I 1- _I I VARCO PRUDEN e'xs'x ~4" 5 " PLATE W/4- I'e BOLTS ~8' BOLTS (2 mJ EACH SIDE) 12"x 12" )(3/4" PLATE WBx31 BEAM T.O.B. 13'_2" I I I I I~I I I I I STEEL COLUMN TO I CONNECTION B-1 - a" CONC BLK J.O.B. 8'-6" -B-( e" ...---- Sill( 8" CAP BEAM . WI 2#5 CONT. 17.!4" EL. #c I 5 ~ at 4a" O.C B-3 ...---- PURLlNS AT RAKE ~?" ~-- . " ~ .. --L4x4l(~2 CONT. W/--- 5/~'ANCHOR BOLTS at 30" O.G. EL. VARIES 6' - 6" T,O. B EL. 8'_ e" TO.e. E.1.... ----- -- B-I-- JOINT REINFORCEMENT_____... I EVERY OTHER COURSE ~ SECTION AT END \'VALL SECTION A-A :IF 5 @ ~a'l o,c, RCC-2 24" rr35'"3.5", '/4" "\ 6 ~5 -~*3 r '''[] L : CONT. 5C-2 TIES at e" o.c 4'x4" "Y2" o STL COL RCC- I REINFORCED CONCRETE COLU~v1NS SC-I STEEL COLUM~~S 3/,f= 1'_0" 3~' =11-0" / ' GENERAL NoTES: 1. ALL COMCRETE SHALL DEVELOP A MINIMUM CO~PRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS 2. ALL REINFORCEMENT STEEL SHAll BE DEFORMED BARS WITH TEN~ILE STRtNGTH OF 60,000 PSI. EL 6.00 :;. RE I NFORCEMENT STEEL SHALL HAVE THE FOLLOW lNG CLEARANCES: 3,1. 311 AGAINST SOIL (MIN.) 3.2. 2" AGAINST WEATHER (MIN,) 3.3. 111 NlAINST RE-BARS (HIN) 4. ONE SET OF TeST CYLINDERS SHALL BE TAKEN FROI~ EACH THIRD TRUCK. 5. ALL STEEL CON~ECTIONS SHALL BE A-36, JOINT REINFORCEMENT @I EACH JOINT all _- 3 :II: 5 COfotT, WALL TYP. DETAIL ---- SCA!.E I IIZ" = 1'-011 ~ 6. ALL BOLTS AND NUTS SHALL BE GALVANIZED STEEL, A325. 7. SUBGRADE TO BE COMPACTED TO 98% OF MAX DRY DENSITY A~D TO PROVIDE A BEARING VALUE OF 2500 PSF (MIN.) LEGEND: EL 0,00 PF PAD FOOTING CF CONTINUOUS FOOTING RCC Rr:.INFORCED CONCRETE SC STEEL COLUMN COLUMN SEAL ~i .-- ='\ r ')' \ j CJ') l .. ~ U Q) C C "...C"".l - C &.f""I Co':) .. t'O fa,... ~ :I . - <.Cl CD ~ ....00 Cl)C"-I .. ta * 11_ U (/) 0 ~ 0) (I) (i) en c: II( .- t:1) IfJ c: ..c WJ Q ftI +f QI O')m I: C E fa .- ....." - >. - fa :3 c. M " C"'J en (") it a ..... C&:l (I) . ~ (") 00 U <.Cl W 0:: r z w u ~ ~ w ~ <D ~ o - a: o ..I I&. > i :,) o o :.t: o m :I ..J <( 0.. / '" - ~ ., CJ) >- CD .-J 0 lI.l :!II: ~ U lI.l :r u - W 0 U :J: (jj 0 >- CD Z (f) I a: 0 Z - 0 <( - ~ ~ >- W a. Cl 0 lI.l W % en U) ~ :> Ui I.lJ III a: 0 --1 L..I .....J q- UA 00 la: ~ I I- ~ en - (/) I C\I <( - W lI.l -J l- < < 0 Cl U) ~ ~ ~J08 N!? 84828 SHEET N!? sa OF 3 ..... Ii< I ~~! ,..If"" , - ~ ,-'1> .~ : .~ ~, . {"'O V .' ::;;.. ;: ':: 1 (>':~ 4'$ ~~ ~...'~. ",; ',,,~~":~f:"..~l.."~:~ :~:.." ~i.t;-: -ft. 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UtliWl.!IJtS.' =.ul lIIf ~ _ UI* Snl~'_~. _ ...",1.,... 1OIIrl11 ~ ~... . _= l....d.... .f a:u ....t__ .... -.1........11 Illt ~ ~ tIalI ClOIUt"a I.l&tIlot.- ~d.... IXIMillIItU ~ '!:loa 1U*~W. _ ""'11. __ aU __1Q1a ..-l .J.IlIlI<' .... _ _ I!kUiO tlot- ...~. U. .... J:osiU _...... u. ~., U. _ ~'. .~1r"" ~~i,"". .... # ~ .. 0......,....... ~~ ~u 1!oe'II. UoIIt~_ "'" ~ ft..~tl!!f.. JI. ~tJ'~ .....Uut.... ~u ... ".\O.C. _ ..1.....' ~lilI'I __ ...~ "",_,,-_.'. ..d't...~MI'.." ...~ ~illl> a""ta"" ....~~~ """'_ ~'a lk ~,,:. iie. Fl1:tMoP _u .. iliohlll:lll1. .c. 4. =:..:-~~~ :-.;;.~i<~:"~rr'.:~:.=i; ~l~c. $. =~~~<>n~n ... ..f .- ~Ic:" .....ny ..... .,1 aU __ .. Pi""","'" _'I."'. WI_ !I:\Il1 lot "'" ~fl'" "" I:IlIl ~. 7. -AU '1':01-- iIlIa~l "" _ trr l) "l.~~" ~h"''''''' vU;._. .. _..U....,. ..1..... _~Ullllil "'" tM ,",.,~., ,.u.__, .t u.. .....ue1ho<. _1.1 ... "'~ ., u. _'. ~....tU.."" ~a~Io,,,,,. SNSTM.LA'UQW I~EY aO{flO Toro 570-4P Q4)~ Toro 570HP is} (s:, t? Toro 570HP with Toro extender #850...68 . . 7..'01'0 5108 on riser painted Forest Green I ~ . ~ J ,~ I t ~ i: l I I j , 't I ~ f. 1\ ~ t ~ (3 a: 9 u.. o ~ o d o ~ O[l=J ~~ ~~ ~~ ~~ ~~. I p 0 ~ o..l1i ;,a' CO ~ ~ i2.::I -l ~@)(f ej~ (6) ."' ffi @f; ~ ~ Toto 510-4? 4~~EST f> 1>0 ~. ..U .i$~ pill!'" ....11 lot ~ '" 1l11\1oa. ~ ~2' llu1.... f..u.u ....,. . 1. 11\ Ut9tat ~..~ ....Ul ... 1_U,", . ~ af ... ""&l.Cl1i 11111.. ".MI.. ~. AU p.t.... -.... ..v1."lI IllaaU 1M Sdoo41I1" 4C. .. AU _. ",,"U ... ...."'tfI1.1lld i'luall. ..it,bl1ll.hb ~.clf 10"."" on rt..... lIll&l1 ... _~.ll>l<i '0 "loa~ ~ll<Iy ...t.... ~......11"'t tI>o , ..ion hlI~9ltt. ot I:IlIl l'hn.. ....r ~.. ~.~~ 1ir..,.Ltlf.. II."" _u a :N!: in ). ,,.... I:IlIl ...,. l!r ....1~. dJ'l......!'1I. ..~". ,..u bh<i. "."xt to ~...."... pariJ19 IItlJIU ~ lllau~.ed .... To... ~1'Um)' 1':1....... 5. Tbit lrrl,Uton l:r;Intr.c:t.or .U iM~lt bat.1<U"" __ar par .. or aaI,&odL..~~ 01\ ~ dl':twlng... 6, Cont..,l ddno .... hlling eIl&U lH> 1'1.<lOd ..."l,,, ..in u.. p1t'1.., .~ ,..,uc:ttan. _'l'tlI:lf~ 1. JlUh!n tItlrtt "1'& ~he Jut,JUan c;..ntrol:""r a!\o1., <;1... ... MeMo! 'I"" 34jw1" .u "".,,11 "'Kl vat....... j;JSOZPAllc:n~ 1. '1'bI: 1n"101ttlon ~r.c:::.w !!hU1 ctw<:t= ir.t"J.Cit.iGn pUu.. apf"t'- 1fi....i...... .!>II aU <R1D!:.i>\? d"" _.dib~ .n< ~1IJ'Un..rq: · cU.c:rgrpand.... to the o.r:wr'. A~r1Md"ep.:.dMtr...t.l~ 'PfiOr to t.M ca__ _wt r: WCN'k. . . I '~ Toro 570-4P 4+-CST 1:.1 Toro 570-4P 4'-SST :-'; l'i \ 'j 01 .. ~ 4' Toro 570HP 4'-SST M Tor.o 570S 4t-SST on riser paint?d Frr~st Green I 'l Toro 570S 41-EST on riser painted Forest Green Erass ~ G.P.M. soaker nozzle on Al.s Cap Soaker Line - ~ G~P.M. b~ass soaker nozzle on Alfs Cap or equal 4" a.hove groun,d 2' 0 r C . :<~ F" . ~ .41 .e .1 l J L ~. ~' ~ ~ '-- ,. "1 ~~ .....u ... 1aa~U" tll ......,......., ~u. ..,.. < '.. =l":'.~r~ ~UC>lt1c- .. ...... ~ lilt ...,. .':'~ ". , l ~ f 'l: t" I:,'" I', ~: ff i L I- f J; i 1.1 :, \ _ '.l " i f It: t~ :.,~ '~ .h ;'j , I -- -.;1 . . .~ Toro 510HP 4'-CST Toro l~" F.;lectric Val va #252...06-06 H Ii \1 "\{ t t' , 1~ ," j) i I ~ ~ i j '. _--::../ / Rain Bird Controller #aCll~O \. GENEAAL NOTES Irrigation Con,t4'actor s~all check irrigation plans, st.1scifica'tions and all existing site cClndi tions and x.eport .any discrepancies to the Landscape Arc.hitect' p:dor to th~ corronellcementof work.. Pressure main shall be 2J:z" Schedule 414 P~VeC. Pipe a All pipe und~~r paving shall be Schedule 40 p.v.e. pipe~ General Contrantor shall p.tovide l~t' brass S.O. valve at the water lI~ter and 110v electrical service at the controller location. Irrigation Contract.or shall supply, mount and hook-up controller. Irrigation Contractor shall install backflow.preventer per coqe~ Location shall be approved by Landscape Architect" All sprinkler heads adjacent to pavinq shall be installed on p.V.C. " flex pipe. . I ._----=.:..- ::-.:.:.-...-- .._-~-==---,. 1 I' .. l; ;PLt'~-(lf0C=rDE.-rA.l L ___ ----p- --;;"':'_7"';-..:.:.::..c;;;;..._..,~_...~.:;.;_""':::._.. _ 'ScAu:;.; lIe:' e: r- D" i \' ~~. :J ;1 'l t .:; . I ~, f ~ ~ III J i il Itl .. 0: ~ _.J - .....,.41 t;;x1?TI"')~ lr?' MELAl.E.tJCA C~'I'?TIt:Jt., C-V MU..AWY'-A I.~r~ -O=~~~~:;._C~::..-=- --~':~';J;6~~~4~~:~~~-~~"~~ ~ <:> ;" "~-~&" '-0;; ~T,~~~~.6=,~,~-~o'-,~~~ _ "'" \. . 1 I"" -_ ... 'is '3I'A~ '"'fI '.J.~... V~l 'l~";4 " ~ '[ '" 1.:_'_~-.... II'L..,,\. -:- ~ - ~TJt ~.T /-,;'~ ~ ." ~::~.. ,'. .~ -~ - ~1..JJ - I -....-j - I :r :c:;.: . " :Nq - ~ ":l2~~ --~-:: ;: ~\ ~ T,,\ ~ 1""--./ "-V''''X~;.~)~v~':._~ ~ IW I ~I f~ 7' I f. 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I 1 . t Soaker Line - ~ G.P.M. brass soaker nozzle on AI'S Cap or equal 4" above ground 2' ihC. -------- -.-..-.--,.----,.-..-'-".,.."..'" .. . ~ Toro 570HP 4'-CST Toro l~" Electri..:: Valve #252-06-06 Rain Bird Controller #RC1230 GENERAL NOTES Irrigation Contractor shall check irrigation plans, specifications and all existing site conditions and report any discrepancies to the Landscape Architect prior to the commencement of work. Pressure main shall be 2~" Schedule 40 P.V.C. Pipe. All pipe under paving shall be Schedule 40 P.v.C. pipe. General Contractor shall provide l~" brass S.O. valve at the ~ter meter and Il0v electrical service at the ~ontroller location. Irrigation Contractor shall SUPi-.ly, mount and hook-tlP controller. Irrigation Contractor shall instail backflowpreventer per code. Location shall be approved by Landscape Architect. All sprinkler heads adjacent to paving shall be installed on P.V.C. flex pipe. fJ.\v. 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