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At high ,oint and stair stl'p dOl," to and n" min. till~tq\<,SS("s) l!1anllfactlJred bv th,' t:onstructlt>n Pr\x!ucts !Iivishm, l':. R.. Cracll & l~"i. .03 InsfJlI,mn In&tal1ati<>n A. Bl'll'''' Insulpt'11n i8 installed I\WI' tlll' ~tltJcr"t" sub.stt':;'l.~t a Ipvt..lflt' C03t shall 00 pltJ~('tl 11;1 tl!l" :-,;,.1....,,"'\ ti1 Q minimum of 1/8" thiclawss t", r.'\:p!vl' tIlt' lusulpt-nn ik'atd . Is. 'Ihl' InsuJpl'rm !nsu1atic>n Ikml'd sb.111 be pb..~~d in th\~ h:v~'l~l c...~t 'vithin 30 mir.utcs <\{ i)ltjc~lt.'11tt , C. lnsulaiion bt'3rd shall be placed ill the, 1,,\'.)1('r e,'at ,dth ;.,int" slaf;lW1'"d in a brid\-!ik,.'.no.tt,'w. 1nS1,JIpenn board llncknessl'sm.1Y 1>(' stair-st"!,!,,,,j 6<.' Dcht.'v" sh'pe. lnsu1penn board st.'pdl~'1lJ. (stnir-slljp transition) "hall b,' 1\1' mllre thin 'lY2. inch. . 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READ STSIUQ, llllIl."- DllAlilNGS :W colitJUNCTICl'l I7ITH l\RC"iTEC'l'U!:AL DRAtm,GS J\W'; OTNeA COrfl'fu\CT DOC!J~IIDlTS. 2, REFER TO MCIlITEC'I'OllAL, 1.n::CHIU1IC:;~" lU'W aBemtctl!. DMtlItlOS FOR mUlCT WCATI01\;S OF N.TS, DEJ.>I\E:SSIO\lS, 'SRF..w.:m:S Am;> IlOOF W::lJClTEtl OR JOIST StlSt'Sl;DED lMt1:S, 3. noob' DESIGtt LOAns. LIlt r:: LeoJU, ~ t'SF D];:41) toAD ?:.\. P.i?f. TOTAL LOAD la~ PSi' . ~. SECOND ~'LOOR LeADS. LIVt; LOAD __~~, PSF MAU9!&..-~ P3>' TO'fIIL 1'(),'ID~ PSF S. CORIlIDOR LeADS. LX'll:: LOAD . So PSF PP'.i> t>OhD ~ TO'l'AI. WAD -1..4Q. PSJ? h>l.tlrar:ZUL!:lill..PICRU:r" 1. SflALL BE i'T#\Clro O!~ Ct,EA!Jl, l'lON-OOG,\I1IC 1':;:'1., WIT>> a,;<ct;:> "/,(} 'NW...... 2. FILT.o SllALL BE 'l'!lllFOO1'1HLY r~orSTr::."~ED rr.;:.}11JUM'E!.V DEFORE CO!1CRE'TE IS t'LACE!:< AS ;;eSCRIBED HEW;'. 3, col.'JY;:'l$, BEAMS. l'l!\'(,LS OR ANY ~i!l:'R S'l'RtJCTURAL 1-lEfIBER "rmE'IAATItlG 5"~"tlS Crl 1'11,1. SHAW, i1E iSOLATED Sf PREMOL!)ED JOtWi' I?ILL-:".R. ('1" TlCC.~) CO:.Ji'LYIt:C ~~'Ir. .~4 D 1752, TVPE i. 4, SLAIlS SllALL Bl!; PLA'=ED Il1 A "CREC'.{EIH;OMD SIlNztlr'E," EACH ,SEC<-lE.'lT OF tlll'IC!! Sf!AlJL NOT EJ.CEEi) l\ }WCIM1/M m:;';A OF 11;00 SQllARE F:::;;:;", ,'jR 40 LI1!iEAIl FEE': IN ANY ON? DlRECTl,,lN. 5, BLA'3 ON GRADE Bar,LX. BT. S,MiCL"'" TO A O;;PTn OF )" OU C'JLU~'lN G:UD I,n1r.s tllTl:JIN 'Cr:o DAYS OF POUl' ,tNG. 6. CE~n'ER ALt. li'OOTrN'';S aU W,LLS, !'IE!! OR COLUMll !\EOVE, Ull'..ESS o--rHE!lIrrSE IrIDIC,'.T:;;!:: , 7. AD!~~ATE VERTICAL ~~ HORI~Oh'?AL S,ORING SI~L D~ ~RO~IDED .~ SAFELY STIT'''ORT ALr., COUSTRuC'rrO~J LOADS. a. ALL PLA'l'ES, M1G.T,ES lUIO M!SCELLANEOUS ~1E:'fIIL ITF.HS '1'0 1lE ~IBE'JI)lID m CO~-::RETe SBJI.u. llE SECUltELY AND ;.CCUAA'l'EI.\' FAS'!'EIiIlID "'0 THE CC"'CRe-TE .ORM ~RK Bo A l-lIrHr.llllol OF TIIO i2) FASTENERS PRIOR TO CO~CRETE PLACE1>\ENT. 9. '1'HE i"OU~lUATION Sll1\r,L m: PREPARED TO PEH'ORH mTrr A SJU'E $l."IL BEARI.'-; PIU;;StlJ<\E1 OJ? ~J~ ".SF AND A?PROVl:n TESTING LAEC'AATORY S~'ALL A'u.LY7E lINI'I Vt''\it-f-ii'' ','fil!'.? !!R~j?/WAT:CN IS SATISFAt.~;'ORY TO OBTf.IU THE REQUIFr;:D nrARI:.~ "M,UE;:, . 1<:l. SLAR SH.\LL DE eAST ON a HIL VISQUF.EN. .i lli!!:lP~ETE lliL~ 1. A1J', CONCR);;TE T101:~ IS DES lullED au 'I'll!': Bi'L'ilIS OF "D'lmliDXH DEstGN' IU ACCORD UITlf ACI 31a, "BUILJ:!NG COD<: RECiilREMl:NTS FOR RE!J!F'.ilIlC!o:D COtlCllETE." J>.LL t:O~TclmTg ;;ORIC Si,:;'LL BEl CONSTRUt';.'ED It. STRICT ACCC,RD U't'l'H ,..CI 31e:. 2. COHC:RETE WQR~: SllALL IiE PROPORTIONE'J It~ ACCO:m WITa ACI ~(11, "SPECIFICATIO:;-S FOR S'l'IlUCT\lRAL CON'~RETE" MID J\CI 2H.1, "llE,:at.!:>lY.Jl1lED PR.I.CTICE 1'01l SE!.ECTING PROPORT.ONS FOll NORz.tJU. l'IEIGIfl' COMCRE'J'B " TO PR('10i!CE A 20-DAY ~REeSIVE STRE~~~a O~ 3QOO PSI, 3, ~ONCRETE Sx.(7~1P Ln4J:'t.\TIONS: ]" tHli!n-lUH At'J> 5" ~l1\X1/imt.l, 4. no "','>TER S,i.IIj:,L BE l'.DDED 1'0 'rIm eO~!C!'.E'l'E MIX AT THE: JOB SI'?-~ UIT:10UT hPPRCVAL (''I' rUE: ENCllI'iEtm. ~. /-l.:\XUllJ1-! AC'llIlEOATE SIZe SliA!J. BE V4 !:~CH. ALL ACGREGATES SllJI.L!, CONeORl-l TO AS'flil C-33. 1;. r.:ot-mtTuREi3 1-lA( 111:: ~'SF.O Ut:LY AFTER l\,PPIIOVAI. air 'l'HI: ImC;INEER. 1". At.!. COtl(:Rt.'TE ~o BE pur.1PED SHAlL BE DESIGlretl ACCORD1li!G!.Y AND SI:!\I.L (', ~.IPL1! UI'l'P St.\JMP !,nlI'rATlOOIS STAT!;;O HEREIN l\B';l'"E Ai'lP t~I'!'H ACI 3(11. "St'RCIFICATItlNS FOR S'I'RUC'!'URAL CONCRVl'E" AND ACI 304. "FLJ'\C:n:G COt-lCRE"rE BY PUMPING MI:.'THODS CO~!~lITTEE: RSli'ORT." 8. A MI:a'IUM OF A 3 INt:'H INSIDE DIJ\MF;TeR PUMP AND PZt'S SHilL:. BE USl!:D TO TRA'<S?ORT CONC!U::~fl;:. 9. A!.oL CONI~RETE SIliU.L BE COllSOLIOA'l.'E:D TIffiOUGll ']SE OF ~lECHANIC!\L VIBRATORS. 10. coNCRETE COVER FOR REINFoRCINo:l STEEr. SIIJ\LL BE IN ACCORD t'lnll ACI 318, /IN~ SHALL BE II MINIMUM: I-I00D TRUSSES t.-TOGi 1iEs'I~;NED 1>,ND F,\, ,ICf,TED IN ACCO"{DANCE T-lITIJ THE "NATIOSAL DES~(JN SPECIFIC!\TIlWS FOll STRESS-G:'",,!)'!: LUMBE:R A.'lP 'TS FAS~..:NCS" BY '!'!-IE ~;j;'t'lt.. TRUSS DESIG~~ TO HE SEIIloED BY II RtGISTERED ENGU'EER, I'"~ " ';!T.: 7""'" .-- ~--- --- -; C-o!ICR1it~::'!:.lMQlliIT 1. l'OkOli !'>)AD-BEARIl<C UNI'i'S st~... CO;.f::lRH TO !.5TH C..90. TYPE 11, GMuS N, WIT" h MINIMt;~., J\Ilf:llAG.l COMPRESSIVE STRENGTH ON !lJ;."1' lu1FA OF 1200= F iPSIl 2. i'JOR'l'J\R SflbLL CD>IFOJU4 TO ASrM C -41;7, TYPE "W', 1-I1'1'H II 2!l-Di'Y srnl':t1a-m (1.> 2,;00 PSI, 3. 1.;0,.,. AI.L MASONRY ;'IITH FULL FACE $I1BLX. HF.A:> JOINTS .~."ID \'tITI FACE SHELL MORTAR BWt'ING. if iI. :1 I~ .1.1 , "j I , , SH.tls - 3/4" BEAf.1S - 11>" !i"0RJ.1ED CuHCllETE BELOW GllADE - 2" UNi'\1~ME:Il C,'lllCR::n: BE'~OI1 (;lIl.DE - 3" 11. CONCR;;;TE BEllM S:'ZSS SllA!.L BE J;!ICREk,E'IJ A,S REQUIReD FOR ARCHITECTUllAl. DE~AILS Ofl 'fO FIT BrOCIe CQURS:r.1:.'t, (2B" 1<1.,'\X,1 AND lWl) 2-~~; IF DIlOP EXC~;EDS 8". 12, AQEQUATE VEIlTICAL AND HCnlZO~'~ 5HORtUG SHP~L ~E PROVIDED TO SAFELY SUP1~RT AbL CONST~UCTION LOADS. 2"~' ., .. ----1 11'.0""1 ... 1 I i f..- i ~ ~ ?l 1- ~'? O!lSFRv^,TImIS, ~. NO U\TER '1'fl.At~ 24 liRS. III ADVM1C'E, WE STRt1CTURlr, ENGINl:.!:R SllALL BE NOTIFIED TO FIE'LD OBSERVE Till;: FOL:,O\'JIN-~ I';ORK FOR ~ Bt:Il.tlING' (A) FOUNDATION STEEL PLAcEMt.tT, TO INCLUDE FOUNDATIONP IN WALKWAYS. (B) SFCOND F~OOR ~~EEL PLACEMEN~. ,~l RJOF STEEL PLACEMZ~, (D) FINP~ OBSEnVAT!ON. ). 1\ -$-~O' ______ ."JBPEI1Ii\TIQ!lli Ur-;l) .'- . l'!<:.!!.llS !<IOTEl:> O'l'FJffi\l! fiE K.J.... PRECAST KtYSTONE JOIST RAD RADIAL TE THICKENED tr~r Fm l"oOTI'lG co:., COL\l~l\-l HER HANUFACTt'RE.1 SL SLOPE P PREL~ST PIL~ CONT. CON~!N~OUS :*0, to< -' C~Io.lC.. e.UJ1\ C€>l<f. PL~b REINFORC!'~tJ STEEr. tlOTIlli. 1. ALL REIHFor~~Itl'.:; ~'!'EJ::L SlIALI. COl'PLY ItIT'l AS~'l>1 A~,S15, 1\-616, oni::/or A.617 (CERTIFIED MILL TESTS hm; REQUIRED Pf;IOR TO CONSTRUCTIC;~.1 2. ~ REI~FORCING ~TE'EL S~~L aE GRADE 60 !60.J KSI Y1ELD STRB~GTa). 3. ALL REINtORCEI>IE.!~'l. SPLICES SHALL 'It IN ACC,lRD Urnl ACI 318 FO~ "STRF"3TF' nCSIGNu .. 4. PLACFJ4ENT D!l)\t7U1G NlD BAR !.ISTS SflbLL ctlm-ORt.1 tlITfl ACt 318. "WUlUAL FOR STAND~RD PllACTICE FOR DETAiLING tlEINFORCED CONCRt::T~ STRUC'l'tffiES." ALL SHOP DRAliINGS Sl;o,LL BE SUBMITTED FOR l\PPROVAt.. (ONE PAPER SEPiA A.~D ONE PRIN'l' OF EACH 'lRM'INGl. 5. DETAILS FOR CON~RETE RP.INPORCP.MENT S~ B~ IN ACCORD WITH THE CO~CRETE REINFORCEMENT STEEL INSTITUTE "MAlTUAL 0'.' STA.'lDARD PllACTICE", TJNt.ESS OTI!E:UiJ:SP. l.NDICATt:D. 6. AI'L ~IELDIIlO 0.' REINFORCEMENT SHALL BE IN AtXXllll) tlI'fll AtlS 7, ALL REINFORCll..'lEm' STEEL SHALt m: Att:lJAATELY l'UI.Cttl, RTGIDLY AND FIP.H!J'l TIED HI PLACE \'lITH BM SIJPt>OR'I3 AUD SPACERS. T>,g PEQUIREM~!lTS OF ACt 301 1>1.JP ACI 3U\. 8. ALL R1tNFO:!CtlT(; STEEL SHALL BE ASSEW3LED AS CAtlt:;:; OR l<1ATS, AND !JAR'! EQUALLY SPACED AND TIE~ TOGETHER AT EACH INTBRSECTION BEFORE CONCRETE IS PLAc::n, 9. WELDED t!IRE FI\B!l!'C SHALt, r'O!lFOlU>1 TO ASTM A 10S-68 , AND DE SU1'PORTZO ON SLAB BOLST!RS SPACED !\T :?"-O" c/c. 10. ,"L!. .'-CC.i:5S0RIl:S sllAt,L Mile UPTURNED LEO;:; AND BE PLASTIC DIPPED AFTER F^BRICATIC~, A~CESSORIES FOR ~EINFORC!NG S~~L BE IN ACCOROJ\N~E WI'rH ACI, C"kREN~ E~ITION. 1 L 5U1'\'OR'l' l'imS 8t-1I1LL ,loWE; UPTURNEC LEGS AND NOT BE St'ACIW ~lORE TlJMl 4' -0" c/e. 6UPPtnT BAilS ~,ND m:DS :ti' t".AIN ilE:rN7i'ORCIN~ sHALt, llOT EllTEND MonE rl'.AN 1'-6" PAST 01.!'''!lR~!(}ST CllAIR OR SUPt'ORT B~.R. 12. A "I:~rlrJM OF 3 SU!TO:~T W\RS /IN'> 3 INDiVIDUAL HIGH CHAIRS FOR i':A;:H scPPcn~ ~,~ nH~Lt UE PROV!DED FOR 'IOP REINFOPCING. 13. ~~A~ER TIED SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL SUC!! 'I'FAT ;?" /AIMI'.ll'" CLEMANCE IS MAi~lTAnlE:> UN!.ESS l.ITHEI,I-lISE ~"'!ED ON I'Li\~;S. 4'.0" I ... uon:, ' - JoI'>T U=>T "I-\ow.! FOQ <.lAAIT't. '1:""''' ""~!'t8CT.xON t"~:r!i. ~"'rERrAL 9AALL BI:: pLACED IN LIFTS t~"l'!: TO EXCEF:n 12" AND CtIHPACTEt. 'ro 'l81i1 I-rO:::-;ORIED i?ROCToR (ASTl~ D 1557, LATEST EDITION) AT OPTIMUM tAO!STUP.l: COiITEt$;"tr&'7flnz A DISTANCE OF 3 _0" 8EYC',ND !ILL FOO'i-ING !'OOF:S. AT LElIS'f O~"E !i'It:LD DI'.11stTY TES'.' SflbLL BE PERFOR.'tED FOR Ei\CH 1600 SQUARE FEET OF J\REA. DENSITY '!'ES','S ARE ~O BE rot1':;~E 12" EEL-l"I-I THE C'OI-lPAl'TED SURFACE. RESijL~S OF PROC'1~R TE~T(SI S~.ALL BE FC~MISHED TO 7HE ENCU:EEIl. J:otJi::nE'r~ crt l~:gR AI'''' SI,llHp. AEs'rJ~1 1. AT LEAST onF SET OF L'YLINOERS Sl'.ALL BE PROVIDED F::JR STRENGTH J\i:t' stt~~ TESTS PeR RCU~, OR R~Y, SO C~BI~ YJ\R~S OF CONCRETE ~~ICH~ER IS LbSS. . >> N tr 'j " ~l ~ . - 9i ~I ~ 9- D12.1- SUPPOR1:EP, Itl ACCORD 111TI! ...---J ~ 5/8 e. .01- .0 ~ I'?':'O: '1'..0" I -CM~ , t-"".o' --?'...---~- -~,--'., T -- <',.1. (OOIVE:L ~'-> ll.EQ.) .... . -, ,-. -- -- "20 l-!o'->IIJC. (I ;p. T~120UC.~0IlT) ~ ~:::L~Ll ~~.,.,~jT - '!!ol'?' T!;;/I<P. (riP. TIl120UC.1l0IlT) '~~:.-.,~ '---~~ ,~, . ~~ ~~,. \ .~~; '~\~-::j, ~. ":, l,~ti ~'::~'.::j,/"~ '~~:';':'~~m ,'ONST!R":TIOII .JOINT ',~. ~<::;, " ""/2> e. PREST~Rsr~ED__Q9~C~E~' ~E~S'roNE JOrST 1. SHALL CON:'flF<H -ro TH3 Bll,IJ:J:l!NG CO!:)E REQ:J!RE'lEllTS FCi: RbI~~FORCEl; CON':'RET": tAC': 311'-7'7). Sllor. DAAWItiGS SHI'.LL BE ,;UF:'oI~TTt:,) IN Qt'ADlllJPI.!C!;Tl' fur, APPROV.\L. 2. \>OR L'ESII1'l ::'0;\'')$. SEE Gl::NER,\L W)TEO \1UI,tnERS 3-5. 3. ,'ONC\;;NTRA'i'!:D (UNPi,CTOR'ID) LOAD,';; s%.IN o:~ PLANS. 4, PR~STRE~SCD JO!ST M~. 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CJ ~ ~ o \) '(? o ~ 0 o " ~"-,:, 0 !) ~'} 1/ ~') I) -:0;0 (., ~-- (I ~ .:.J i.'t) '" ... \\ 11'- n Il ~ ,;.,,~;,-, ~'''','( ..,..- < ' ~l "I r 1; r} ~:; ~~ rr >i Iel~e1rFi1n~~~l t}DlL~~~~O~~ J ",t " ' r " r ::\)1 ;'~l , Os :it' ~~. /;> &1 ~~t~ gJ' o , ;'''1 '1 ,01 , L ] "' ~ :i '~1 , 1 'j 0 } 1 1- 2. ", 1.j) , i ! , , 3. ~ . 4. 5. 6. 7. 8. 9. 10. ~.r<!>~ ELECTRX(:.',i, COtlTrJ\C~ro:;\ S!il\LL NOT SCALE i'lllAl'IXb."GS. COm'HA.:'1'OR SHl\LL REF;;;R TO MCHITEC'rURAL PLANS Al>'D eLEVATIONS j,'OR E1U\CT LoCN.l'IONl;i OF ALL mouIPMEur UNLess NOTED OTHF.M~!Sr.. ELECTRICAL CO~~CTOfiSHALL VISIT THE JOB s:~e At~ VERIFY ALL CONDITION&, LOCAT:ONS, DrMENS10NS AND COUNTs AS SHO'~ AY<n/OR NO~cn O~ THE DRAHINa:;. THIS ~fiALL INCLUDE AllY At~ .V.!. lo':'BRICl\TIONS PRIOR TO INSTi\LLATION. IT SHALL DE, 'rHE RESPO!lSI9II"'\~ OF THE' ELECTRWAL CCNTRACTO!\ J/'OR THE ADVANCeO OilDi:RU!G OF- Lm~. LSD ITE~lS, 115 NOT TO INTERFER ~lITH TaE ':>QODUCTION Ok' O'IHl!:lt TIli'lJES RESULT!NG It< II"'" DOI.IN OR LAG Tlr-lE. IT :;!"P,LL DE TilE RESPONSIBILITY OF 'rnE: ELECTRICAl, CONTRACTOR TO PROVIDE ALL [,AEOR, MJ\TERIALS FiND SUPERVIsION NECESSAA'l TO ACCOMi'!.ISH THE HORI( g; .iHOfill I,ND/OR NOTED ON THE DRAWINGS. XT SHAt,I, BE u~ruIlRSTOV!> T'Il,T ALL WORK PERFORMED, 51\."LL 8E DONE SO BY A LIGZESED ELEC1RIC~ CON~RACTOR AND IN A ~IRST-CLASS ~RKMANLIKE l<'.ANtlER. 51';10 COlil'RI'.CT'?R SaALL MEET ALL REQUIREMENTS SET FO!"!H BY AN'l LOCAL OP~I~A}ICE AIiO GOVER~ING Al~HOn!TIES. ELEC'l'RICi\.L COm!U\CTOR. SHA:..L PERFORM ALL l{ORK IN ACCORDANCE 1'/1'1'11 THe LA'rC:ST AATICLE Mo'D/OR REVISION O~ TH~ ,llATIONAL ELECTRIC CODE STANDARDS AND SIl"LL COHPV; l'/lTH A;ojy LOCAL RUT,ES AND/OR REGULATIONS UITHIN TMAT GO\rERm:NG O~DINAIJCE. ELECTRICAL C~~'TRACTO~S SHALL BE RESpONSIBILE TO REPAIR TO ORIGINAL REQUIRED pERO!TS. ANO OIlTAINIl/G CERTIFICATES O,? COMPLIANCE FRO:~ TIm FIRE MARl,litALL AT NO .!JJDITION:.t. OUST TO THE OliNER. THIl FLECTRl~l'.L CONTRAC'l'OR SllALL BE RESPONSIBLE TO REPh:R TO ORIGINl\T. COtlDITLOtl At<'Y AND ALL DI\l1AGES '::'0 llUILD::tlG SURFACES, EQUIpHENT AND FURNISHINGS CAUSED DURING PERFom.UU1CE OF I~RY.. THE ELECTRICAL CONTR:,,;:"l'OR SIlALL REel' ALL AREAS IN hllICH I:ORY. IS BEING pERrom~FD, !"aEE PROt1 DEBRIS AI' )l,LL TIMES AND llAID AREAS SHALL BE LEi'!' BROOI! CLEJ\!1 AT THE END OF EACH ~i;RKING P.W. IT SHI\L!:. NOT BE THE. :;:;.-"'!'et(T Ot' '1'HESE PLANS AND/OF, SPECIln-:J\TIONS TO SllCl\'I EVERY ~IIl>'OR DETAIL OF CONSTIHlCTION. TilE EL(;CTRICAL CONTRACTOr: SHALL BE EXPECTED TO FURIlISH AND INSTALL !'.LL ITE/oIS FOR A Cot1r-LETE ELECTRICAL SYSTEM AlID pROVIDf1 ALL REQUIREl'lENTs NECESSARY FOR EQUIPt1ENT TO BE PLACElj IU PROPER. t;G1U(,nm ORDER. 11. WHERE conE DRILLING OF FLOOR/WALLS IS REQUIr'ED, roNTlll,CTOR SHALL SEAL OPENINGS WATERTIGHT AFTER UTLLITIES HAVE BEEN INSTALLED. r,OCATION OF CORED HOLES SaALL COORDINATE IUTH LOCATION OF EQUIPMENT IN A ~1ANt.'ER TO BE CLEl\N AND FUNCTIONAL. THE CONTRACTOR SHALL INSTAL,:' ONLY !'em CONDUIT PiOR P.oLE .~.ND Sl'AL THE OPENtNG MOUl-ED THE CONT.IU1T AS SPECIPIED. 12. M.L co~murT SHALL HAVE A GllOUNDIt.'G CONDUCTOR, SIZED IN ACCORl'JANCE '1ITH TilE LATEST REVlSION OF THE N.E..:;. ARTICl..E 250, SAID CONDUCTOR SHALL BE COl4PLETELY AND EFFECTIVELY GROUND TO THE ELECTilICj.\:. 5YSTEt1. 13.. ELECTltICAL CONTRACTOR SHALt. '<'ERlt'Y CIRCUIT pROTE~~:t'!E DEVICE RATT,lIG FOR EOUImE~;:t' PRIOR TO CONSTI1IJCTION. 14. ELECTIIICA,L CONTRACTOR SHALL IMTAJ.L EL;;;CTRtCAL PEV::CES MID EOU tPMENT FIXED TO liITHSTAlID THE SllORT CIRCtiI'l' CURIlENTS AS SHOMl. nOTED MID/ ' OR SPECIFIED OU 'rHE DRAliINUS. El:.ECTR.lCAL CONTRACTOl< SIll\LL t,OTIN J::[;lHllIJ::ER1ARL."IiITECT OF ANY I)ISCREPl"~C~ OR EnROll. IN PLAns OR . " · I3PECIFIl..ATIONS PRIOR TO INSTALLATION. 15. ALL CONDUITS AND R,1\,CEWA'($ mIDm:motw AIID/OR LARGER TIl1\N 2" IN 1.lIMlETEP. SHALL BE GALVAIlIZED RIGI;) CONt'IJ~T OR SCH!;:."!LE 40 PVC UNLFSS NOTED OTHERWISE ON THE ~LANS. 16. ELECTRICAL CONTW\C'lVR SHALL INS','M.i, AS A r'lltU~Mo1, W!p.l!; SIZE OF 1112 A.li.G., EXCLUDING CONTltOL I1IRI1ia. UNLESS OTlfEIUI~SE NOTED ALL CONDUCTORS SH1\LL BE TYPE TIU., MTED FO:': 75 C opeRATION AND OrlLY COP?2R WIRE SHALL BE UTTLIZttm. ALl1t-lINIUH rlIRE SHI\LL :"'CT RE ACCi~PTABLE. 17. EL~~RICAL CON~RACTOR SHALL IN~TALL DISC~t~reCT miITCHES RATED IN H.p. AND TYPE HEAVY oaTY UNLESS OTHERIIISE nOTED. OUICI(~MAKE~OUICK_ BREAK ENCLOSURES SHALL BE UTILIZIEO tlHERE REQUIRED BY Exrol::VRE IU suca MEAS. 18. ELECTRICAL COt~;CTOR SHALL WHEN rNSTALL!~ REQUIREMENTS FOR FLORIDA FOllER AND LIGaT COr1PANY AND SOUTHERtl BELL TELEPHONE AND TELEGRJIPH ~~MPANY, MELT ALL THE STANDARD REOUIR~lENTS OF SUCH RELATED COMpAOl~. 19. ELF;!#TRICAL CONTRACTOR SIIALL FUIUI!SH AND INSTALL DISCONn;t::T SIHTCHES I'/IRING AND C.lNNECTIONS ON AIR COt.'DITIONING SYSTEM AS SHOWN ON PLANS. C'':>t.'TROLS ARE TO BE 5'~PPLIED BY AIR CONDITIONING COb'TRACTOR A/:IlD CONN&."TEo BY ELECTRICAL GONTRAC'fOR. 20. ELECT:UCAL CON'fRACTOR SHALL FURNISH At.'D INSTALL ALL FIXTURES AS SPECIFIED l.ND/OR KOTED ON DRAl'IINGS AND FIXTURES SCHEDULE. ALL ALTERNATES SHALL BE APPROVED BY THE ENGINEr."R/ARCHITECT PRIOR TO INS'l'ALI.ATION. 21. ALL SITE LIGHTING RACEWAYS/CONDUIT SHALL BE A MINIr4UM OF 3/4" IN DIAMETER. , G!ml:n,1iL fcO^$<J(M\ftt:-lfll!b mr e!,\:&,."\?Ml,p, i?ttit.1iJYt:a !lU:ttD:i:~G' cODPJ;l ~. Gf:!ll~!! NoTi:.~ USE VAnED EI.i:OtlS III N,l~ CAS~:S. SPLITTER OM'ip;ms 1iJo.'lmE XtlDICATED em !ll1,l\I1:It;GS " OOI1T1'.uL$ Itl ALL E..'UilICH DUCTS. pnO'~IDE URE I:Al-WERS 'W ALto DUC":& PEtiETru':,rIKG CEILniGS 1\!JD EltCEEDIl'G 1. ao :m, 2 In ] :l~, FT. 2 :i:N. M..1. [j'JC'O'S PENETllATn:G FInE RiOTED 11AJ'.LS ,!.lID PARTITI0115 AND J?t.oon CR 1l00F SLABS AllD A'J: ;rn;;SH AIR INTiol;E (SEE PIJU/S} , ALL DUCT SIZES 1.aE CLEAR INSIDE D,I.lE!.~IOllS. PROVIDIl I'Jm INS'fALL FLEXISLE conUECTlons OF APPROVED 'l"lP~ 'A'i' l'ILI, A/C unIT SUPPLY AUD RE'IURll ilUC'l.' COl.'1JEC'l'I0/1S AIID AT ALL FAN COWIl~C-r!Ol'1S (AT THE INDIVIDUAL PlEe..; OF EQUIPMENT). SEAL ALL DUCTS IN ~l APPROVED !1ANl'iElt AND INsunE l\GAINST LF4'\AAcrE:. COORDIt1A').1; LoCATIOU (\J:' CEILn:G DXFI?USERS, O,iUJ.1.M. REGISTERS. IN THP. F1ELD !in';l ELECTRICIAN, L1Q!!TS Arm ARCliiTECTI!RAL ELEl4EI1l'S. TOILET ElIHAUST FAN TO BE INTilltLOCKED 11ITH I3ATIffiOOM LIGHT FIXTURE. COORDlilATE LOCAnON OF A/C UUITS AI;o FANS I'lITH BUILDII:G STRUCTU~E SO THAT NO !NTERFER~CE5 OCCUR. 'l:iIS CONTRACTOR SIll\LL C':lORDINATE ALL DUCT I.oCATIONS ~I'.t'H ALL 'l'RADES SO '!'HAT flO ItlTERFERANCES occur:. THERMOS'l.'AT LOCI\TION SHALL BE APPROVED BY miNER AND ENGINEERS BEFORE INSTl'ILLATION. . THIS COIITRAC'IOR SP.ALL COOii."'INATE Il0RK OF THIS TRADE \UTH ;'.LL OTHER ~'llAD&-;. CO~WLY WITH NFPA-90A AND ALL AppLIC~~LE CODES - THIS COW~croR'S RESPONSIBILITY. TERMINAL AIR DISTRIB~rION D~yICES SHALL BE A:R GUIDE AS FOLLOWS, (C.R.) CEILING DIFFUSER CBOB AI'l.j VOLUME CONTROL DMlpER OPERABLE THRU FACE OF DIFFUSE? (E.n.; eXHAUST AIR REGIS~ERS RA-CB~OB (R.A.G.) RETURN AIR GRILLES-MODeL RAFB (D.C.) D~OR GRILLE OG - 3 ALL SUPPLY "m RETURN AIR DUCTl40kK SHALL BE OWENS CG"'N!IlG FIBERGLASS (I" THICI<). ALL EXHAUST ".In I'LCT SAALL ?E OALVANIZED SHEET METAL CONSTRUC'1'1 l> A!:l INSTALLED IN N.::cORDANCE h!TH ASHRAF. b S!-1AACNA STANDARDS. ALL OPENIN~S !N BUILDING STRQCTURE, FOR DUCTWORK. ~ BE I" LI'.RGER ',)11 ALL SirlES) TlllJ'I'DUCT OUTSIDE DnlENSIONS. RUN COl>~ENSATE DRAIN TO OUTSIDE OF BUILDING TO DRYWELL. ALL EXHAUST FANS SHALL BE A MIN. OF 10' -0" FRO:4 ALL A/C UNITS FRESH AIR INTAKES. 0 ~tij ~ f:i]O =(0J 0 liK~ = ~(fj :) ~ oJ l!. ill d II ~ @: 0 ~ IX !!I 0 ~ d ~ ~ G=I! d ~~ l=- I! ~~ (] I! lQ1~ =~ d ~~ ~ f!] ~[Q1 ~ ~ @. 0 IJ ~ 2: ~ (L@ dO ~m [!ill] (!ffi d Om ~ p~ ill fQ ~ ~I.ll I!l ~ 0..... OW [j) ~o rn~ 2. a CLeANOllT SHl\Lt.aE PItOvII1ED AT THE 3ME OF EACH SOIL At.~ lfM1'E PIP.,. I1ItW.lUl-1 PITCH OF mmI?ONTJIL Nll.!:;CtlES ~.ND Sl'.'\'IER t.t!lES SIIALL DE' 1/9" PER LUreAR li'OQ'1'. C-'ORDINATE 'L'liE ,!ORI( OF T~:r,S TRADE lilT!' ALL O"ttll!:R 'l'llA!:E:S. ALL UNDEI"'\GR\')tlND 1'/ATEtt p,t!:'um 5H1\,[,L BE COPPER '!'Ypg l<. ALL. OTHER !IATER PIPING Sa:,tL .Ill': CO:'PER TYPE L. XN GEi'lCRAL ALl, WORK OF THIS TRADE MUST COr1PLY Ut'l'!! STANDARD t'Lur.1BWG COOS .'\!In ALl:. ()~!iEP. LOCAL CODES UI Eli'FE:CT. VERIFY MoL EXISTING COllD1Tl0NS DEFORE COtd!:t'tlcn~G 110RJ< .MID R~ORT ANY DISC~EpANCIFS TO ARCHITECT/ENGINEER. PROVIDE l~" RESEl\L LIPre FROM ~lATER :;UPPLY 'm EACH FLOOR DRlln. PROVIDE SAFEI'IAS'l'E FOR AlII CONDITIONUG UNIT CONDENSATE ~IITH TRAP. PIto't Ii'lE "Ill CflJ\l-lBERS FOR ALL \'lATER SUPPLIES FEEDING FIXTURES. P~OVIl>E PIPE RELIEF VEt.~ LINE FROM PbT RELIEF VALVES AND PAN DRAIns TO BUILDING EXTERIC'P. 6" AE":!VE (~RADE TURNED rnmN (BACH SEp,a.RATELY) . ALL SOIL, I~A5'J'E, VE[o,~ AND RAW m\TER PInNG SHALL BF' C....,ST IRON~IL PIPE. CEM'rRIFUGALLY ZPVN ANSI A 112,1.1-1971. ~IHERr PERl.IUTED BY CODE IN APPROPRIATF.LY RATED CHASES AtiD AS APPROVED pRIORi'O SIGNING OF THIS SUB..CONTRACT BY ONNER Ali;J ENGINEER, PVC PIPE. DlfV PIPE ANQ FITTINGS ~~Y BE SUBSTITUTLTI FO~ ITEJ.l 1l1l. ALL HOSE BIBBS S~;.r..L BE ~EY OPERATED A~D PROVIDED WITH VACUUM a~EA<<FRS ANn SHUT OFF VALVES. ALL OUTSIDE CLEANI;UTS SHALL ~E BROUGHT TO GRADE ~IITIl (".oVER. PROVIDE CLEAlJOU'j'S HIN, EVERY 50 FT. 0 IN. INSIDF BtlILDINGS. PROVIDE INDIVIDUAL SHUT OFF VALVES ON WATER PIPING TO ~ACH GROUP OF FIXTURES. INSTALL tlATER BAt-lBEM ARRES~QRS tlHEN SHO\'IN ON PLANS. 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WET BULla 'fEMP. EQUAL SPLIT (DUCT) SPLITTER DAMPEf{ NECK SIZE ACOUSTIC LINING OPPOSED BLADE DAMPER AIR HANDLING UNIT AIR COOLED CONDENSING UNIT -CWS- CONDENSER WATER SUPPLY -CWR- CONDENSER WATER RETURN -~J; CONTROL,ElECTRIC,3-W A V IJlcr CONTROl,ELECTRIC-PNEUMA TIC CONTROL,PNEUMI-\ TIC-ELECT --{:::c<I-- GLOBE ~GATE Rle ---t:::::>- REDUCER,CONCENTRIC r~ n r ( J ~ FLEXIBLE DUCT > TERMINAl. BOX,VARIABLE VOLUJl.llE RANGE OUTLET SPECIAL PURPOSE RECEr-T. TELEPUONE OUTLET WALL \VITD. (+16') TELEPHONE OUTLET WiTD. IN FLOOFl' PRE-WIRED TELEPHONE OUTLET WALL MTD. (+12') BY SOUTHERN BELL CORP. REQUIRED CONDUIT RUN IN WALL OR CElLINI';; -----~ CONDUIT RUN IN FLOOR OR UNDERGROUND EMPTV CONDUIT CONTROL WIRING JUNCTION BOX WEA THERPAOOF ELECTRIC MOTOR '120 VOLT,KEY OPERATED SWITCH,WALl MTD. (+48') 120 VOLT,WAlL MOUNT SWitCH-DIMMER CONTROL ELECTRIC MEIER 2' )( 4' RECESSED FLUOr,ESCENT FIXTUI'tE,4 LAMP, l' X 4,RECESSED FLUORESCENT FIXTfJRE,2 It:\rJlP. MH1AT RECESSED FIXTURE'1S0 R40 I.AMP E){IT LAMP,2Urm' 15W. FnrrURIE SUHFACE MTD. "'I LAMP SURFACE MTD. STRiP UGHT 2 LAMP SURFACE MOUNTED MTO. STRIP LIGHT EXHAUST FAN MOTon GROUND FAULT INTERRUPTOR--FEED THROUGH TYPE G,F.L GROUND ~;:AUL T CIRCUIT INTERRUPTOR-CIRCUIT BREA!1,ER 'f'fPE G.F.C.I. PUSH BUTTON LIGHTING PANEL-SURFACE MOUNT LIGHTING PANEL-FLUSH MOUN1" POWl~R PANEL SURFACE MOUNT POWER PANEL flUSH MOUNT FIXTURE TYPE-SEE SCHEDULE FOR DE'fAllS CONDUrr UP CONDUIT DOWN NON-FUSIBLE DISCONNEC'f FUSIBLE DISCONNECT COMBINATION MOTOR STARTER LOUD SPEAI<ER-(DIRECTlONAL) LOUD Sr-EAKER-(CEILlNG MTD.) INDICATING CLClCI( TEllEVISION OUTLET WALL MTD. ~lLlEtC1lRS~(G~l ~\\l~~~Ob~ ~~.d~~~~~c:::=::==::::1~~~%:J DESCR~Pll0N ABBR. r =t::JQ::l;~====::I GJ MBH ( 1 [] 9fE -~ VAV Lf1 f~ ~+ tp -t/'-=- t 20.~ t ~ nJRNING VANE DETECTOR,FIRE ANDIOR SMOKE CONTROL,PNEUMA TIC EXHAUST OR RETURN AIR DUCT SIZE,FIRST SIDE SHOWN PRESSURE GAUGE lA COCK STRAINER,BlOW-OFF THERMOMETER __1:_~ THERMOMETER WElL.Ol\lLV ~ FLEXIBLE CONNECTOR m I "'t.,l o GRILLE OR REGISTER.CEILlNG ~J rPUJU~~~N@~V~~j~UdC~ I ' , ..".C2~!it>,~Gl~~~~L":'..-!'J1;!~ SYMBOL DlESCRrP1i10u\] 120 VOLT,1 POLE SWITc~,,,n"ALL rJllD. {r48'} 1:!O VOLT,S POLE SWITCH,WALL rJj'rD.{+4S') 120 VOlT,4 I?OlE SWlTCCi,WAlL I\,~T[j,. (+48') 5 SPIEED FAN SWITCH 120 VOL T.6INGLlERIECIEPY. 120 VOLT ,oUFlE);{ RECIEP'T. 120 VOL T,t1BLE. RECePT. ABOV\: COUNTER 120 VOL T,DUPLEX FLOORRECEPT. WAll. MYD. ,WALL MTp. WALL MTi:> E.C. C.'JJ. ._~ ---0-- UPRIGHT FfRlE SI?~INt(U.ER HlEtl,D$ o PENDANT OR RECESSlEliJ fllt.E 9i'f1iNKLIER HEADS' SIDEWALllF!RE SPRINKLER HEAD ----S'---- ARE Si?RINt(LER SVSTEM.DRAI~J 1> FLOW-IN DIRECTION Of' ARROW 8' VALVE IN RISER {TVPIE AS SPECIFIED OR NOrED) RISER DOWN RISER UP RISE OR DROP BRANCH-TOP CONNECTION BRANCH-BOTTOM CONI'od.ECTIOi'J BRANCH-Slm:: CONNECTION CAP ON END OF PIPE OUTSIDE STEM & YOKE VALVE VENT THFlU ROOF' WATER CLOSET LAVATORY ABOVE FINISHED FLOOR CAST IRON ELECTRiCAL W A TIER HEATER WASTE STACt( SANITARV STACK VENT STACK FIRE STAND PIPE CorJlBINATIOI\I W.I%S1'E S. VENT STACK FIRe DEPT. VALVE ,- -SD- STORM DRAIN -RWL- RAIN WATER LEAD SOIL..WASTE OR SANITARY SEWER --'-.~---- Vr:NT UNE C CONDENSATE DRAiN UNE R REUEF DRAiN LINE COLD WATER LINE ---~ HOT WATERLINE ---- HOT WATER RECIRCULATING D-- INDIRECT DRAIN --F--- 'FIRE PROTECTION WATER SUPPLY ----1><1-- GATE VALVE ~- GLOBE VALVE CO 1\ I CO UNION I -~ CllEA\\!OUT PillG o FCO FLOOh CLi:ANOUT }:t V ARD CLEANOUT OR CLEANOUT TO GRADE IWiil flEXIBLE CONNECTOR I '...,.1 STRAINER (SPECIF'{ TYPE) o WATER H,Il.MIVlER ARRESTER * AUTOMATIC AI'N VENT' --B AIR CHAMBER o.to HOSE BIBB ~U--'- FIRE HOSE CABIr..~T (SURFAGEJ "mmn FIRE HOSE CABlNn (RECe:SSED) ~ t.f PRESSURE RELIEF VALVE till FLOW SWITCH ~ I' e-<: FIRE DEPARTMENT CONNECTION !;:l G .............- I ' ",..s."';';;=~""'~..:.,,;::<,,,;;'.;;;,,'S:_;;,::,,";;";=':::'!::'J>;.:>o~~~ '::il~..!;"'-=t.";j~...-_",:,."!_,:,.,",=,"~~:::::",:;:;-":~"",,,-,,ot:"<-~~c; u "'-"~'"--""'\'~~,,~~,,,,. "1 c,'. - o -:r-- ----b- 1 - -L- :I ~ ArsH81R. C.D. f.D. A.D. Y.lt. c?1 a = a ~ F.C. R.A.G. 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()' ~ )ff.;~ fj) C'\r;, :~.r~ :1 c;,- "' ....~ ((r i') ~J 1 ~ '" :tf t~ , ) ? , " ~ ~ { b::o" ~~ P ./.i r '~j 'If" ] j ~ t\ Q>1 ,..t'" :;1 J 'I ~ J ~] J 1;J .~ ~l ':j /I' )! ~. g ==rJ f ~ ~ ~ ~ rr H I I ~ I Ii ~ II t; I r 11 I' ~ .. ~ II 1,[ i E ~ 'I ~ II 11 ~ ~ I I ij ~ , :i( )' ~"'.'..".. -', ~;', L~ !i"1 ~ ~ i..,~d,,', {\ #' ~ , n ! I! I ~ 1 I It I t ~ I ~ 1 i I t Ii C Il U 1\ ! \ 1::' \ , \ j .'\ I I ," i I'io/, I' "I : : \ ~ i\ ~ , ::~\I \ J \ ,,,;,/\. -~ \1 \ '1 \.i~,~~v I . ,''f'''{'\' \ (' '.\, d)" rit\ xL\ . !i,,*~'''~.z: ~;'d.,';D ~,- f" f:" ;i' "J ~ ~\ :1 j ~ ~ j ~ l "'J J a f../ o.-CJ.~'---'.,-,-I i I~ \1 VARIABLE 3/4' COFPER fUSING ~ -~ 71 24 MINIMUM I c 0 ;;-' fl' --? (l \ ~~..::J" (\ c.,'\ " ,\ 0)) ~ ,~ 1" _2VZ F.V.C, SCH fJ{) ,.....-' C4P W / 3Ljovnftr. 1,-1 :1 I I I i I ~ r I , ~. ~1 g I II Ij ~ [ Il fl ~ r t I ~----..:..--..---'~ .",...-. '-CorJCR ETE 81.0CK CORPORATION ~roR nllWST BLOCK CONCRETE ----.....- TH RUST BL09~{NTS ) ,...~ !~~, " ) li- FIRe liWJfiP,.~r../1!1111 O~I(l..\t.IiTil'!} i' ~,..y,Jr~~..r~~' ,'" ~~ i i - II GIUIOc CONCRETE THRUST I ~~"#.. . ~yj'.'~.C"'!~:;.;.'."~ ') ~ ;,..1.." ;i;.., ..'.<~.::!":... . J} p. i:i..~.~~:.;.::: .-' +-- .:~~ ~ :'.~':4.~'\.: /' ""'1. 'V,,, ''9 /, . ~.~. ,"; T"' "\'1 ;,r I I l 4J BLOCK SAMPLING POINI. ( NTS) .NOTE.: MUST BE P/.l.ft';;GED WITH enASS PLUG WHEN S.IlMfq,.ING COMP!.!i:iE WITH CITY INGR PRES&:NT. !..J ,.(. "" n. ;0 ,"- I (11_ . _~.Y-ARIE S . I ~ r~ ~ L.II, ,. . Wd ~j) '---~~.;;,:~ CONCRETE 1lJ~' BLOCK THRUST l1f:1lllL.-OF BACL SAMPLING P-.Qlli1I ( foJrs J THRUST GlEt\n~~Al S\f.ll~eafD(~AY~ON ~~~'::::::I THRUST BLOCK SPECIFICATIOil! TJ\8LEOF THRUST blO':K MIN, AREA IN so,. FT, SIZE 'r!:E 900 450 ~"rd ~y l.85 2,81 1.42 0.7:1 6" 3.80 5.37 2.91 1.47 El 6.58 9.30 5'04 2.55 lOll 10.72 15,20 P..2<J 4.11-1 12 /.18 ?i6 liB 6 N11 SAMPLING POINTS ~ ~ I :~ l'.. ~ PU MPER NOZZLE FACING ACCESS R/W \''1fi 0 OR SURFACE SEE NOTE 6 ~ r~" .~,~6" ''-'"" '''~ro ~w U~gl'~- m .J 1 , E- MECHANICAL JOINT TFE TIER ODS {".r~T Ii1CN AND GP.lViNtZEC P:PE t A CO~P(;'~A.-,,('t"' S"!,~,p ~.h~~L BE ,t-.,IC;r;\LLfI' W:Tfi A Pl:::~E ~F 314 INl~";~Ci'ER T:JBtNG EX:E".:~lYJ ..II' "'-'T IJF THE,;R0UN:' n,s ~c€'tr" Sk;'~. 8E ,,:':NT so w.". THE END OF THE ....tJBtNG ,;: i.OOK!~G s-pi,:GnT [:OWN. ~H~ {"1iS1'A!l~E BETWEEN THE EN. CF ThE H!S'!\, AN!' .Hr.: r.ROlINO LINE V,"LL BE A MINIMUM CF 2 FFET, SEE OETA'L LOCA~ICN OF SAMPLING PCIN~ "t' BE AS SFECIFIED BY PALM AEACKCCUN""l foe;,pD OF HEALH. OR t.s St<OWN ON PI.AN. GENERAL SPECIFICATION ALL BACKFI!.L UNDER PAllED Al'lEAS SHALL SE PLACED IN lAYERS. ANt COMPACTF!" TO 90 % OF OPTIMUM OENSITY AFTER MAINS HAVE SEEN LAID AND BACK!'IlLfD BETWEEN JOIN""S IT SHALL 8E FL:JSHEC A SUFFICIENT TIMl: TO REPLACE WATER IN MAIN AT l.EAST TWICE:. I! FOR A ')UFFICIENT TII~E TO REPLACE rJATEE> IN MAIN AT lEAST H/ICE. I T SHALL TllEN BE PUM PEll TO A FiiF.5SURE 01'.100% ABOVE. NORMAL WCR..K..IN..G PRES"tRE, ALL \lSlSlE LEAKS SHAU.E1. STf;PPED BY APFR')VFD MFTHOOS ANe lEAKA3F TEST SHALL NOT EXCEE'C TI1E fOLLOWING "l 1'''lF L, Al "JWASLE LEAi<AliE IN G PH N~APFROX NUMBER CF '-K ' , J;)INTS al..:):;t<; 0= NOMINAl.. C1AM~TER )1" PIPE : N IN':l"ES P=AVERAGE FflSSlJRE IN PSI \(= 3700 I' O~ MECHANICAL ~Oll/TS, p~ SH CN JO'NTS It~ 18!l0 FOf, CAlK"D JClNTS THE TES', ~HAI..L ElE t;[.; FJ~ HIe: ttr~ RS AftER THE WATtoli MAIN~ H,".E SAT Gr'E,) -HE lEA"A~ RE~h:\IREliENTS "rHE'f S'1:....... B~ S"rt.R_-ZE'C't\ AC':~ot;:A~CE ,.,"......, THE APPLiCAet.-E S€:'T:('I\~S '1"'-" AW W~ S;"E: t :>6:~1- \tA~NS: S"':L... [' NOT BE PUT Iro,TO l'OMEST:: SE'i',JE . '. T.~ THE "E~ESSA.'" EACTEli:OLOG:C f~ SAMPLES: HAVE GEEN APf:lRCVEt' ~y' p~.., \f SEA:H ~;:~\T"t h:::'l,..TH ::E;:"', I' :6"::; ~~ -GRASS MEDIAN C;:;~LYETHELr-N~ NOTE: ALL BUSHING OR REOUCEhs SHaLL BE BRASS. 6" p.v.c WAIF.R MAIN (AWlVA C-90QJ TYPICAL WATER SERVICE CONNECTION GRADE ) /BURY LINE ~. . ~---oW 111. :dl1J .'10: /DIS C@ 0: :>- :3~1/) ,. LQ <( . 1.. _.__ tUNDISTURBED SOIL 6" C.I PIPE TYPIC/\l FIRE HYDRANT INSTAllATiON WATER ............- " )!.:~~l:.!;","",_.~~_. SYSTE~A TYPICt\L DETA~L~) (NTS) ,j.," .,," ~ CAST l;;~N PIPE Aro,:' F,PE f :TT"~S SHA:.L BE :LA<lS .e,) \\,' 'l~ \,; !'fiSSURE. Jl:AL,h 840. ,;EME"T ""El' Ad, C .;,/>ns S,,~.." 8: Cl.ASS 50 WORKIN3 Pf;ESS"RE '.:lc''''~TY ,84J ALL MATERIAl.SuSEl) TC CilNFCRM TO ->iE STA/lirARJS OF A \~ WA SfEC~FICATiCN ALL P1FE TO BE :ESTt; ~8't I~'t= ;;-:.'ST..":"':~ Pt;ESSlRE 100 % IN EXCESS OF NORMAL WORl\iNG PRESSURE LEMME SliALL BE HELO TO SUCH AS SFEC:F.EC, I'Y AW\'IA FeR TESllNG MAINS. Au, MA,ERIALS NeT CALLED FeR "R SFl;CIFICATOl\:S N('T SHOWN. 8IJT ARE NECESSARY T(I MEET THE REQUIREMENTS OF ~HO: U em Cf BOYNTON I SI1ALL Dr., '.'''L1F:' \'t' TH 9~ CC"TRACTC~ Iii WATER MAII\5 TO BE I..OCATED AS Sl-IJWN C'I \~T~R ;:STR'SUT(O"'I SYSTEM, . \':ATER MAINS 'TO HAVE A MINIMUM '::"VEl'l OF :Ie" F!RE H~;:RA""" TO 81: A T'l'PE APPROVED ElY THE cm :IF BC-YN'l':>N A; VALVES 'TO BE GATE VALVES Ar.O AkETCNC~Lt'E \'4t\E Eh',HS AND COVERS. TYPE TO llE APPROVED BY TH',," ," B::<YN""CN t THE CONTRACTC'R SHAll (WARAN,EE TO THE SATIS~'A)T.(N I 'THE :/'T". aOYNlON ALL MATER"U:) Allie WCRKM.t.\2"; 1 FOR OIoJE YEAR FROM THE t'ATE CF ACa:;p..A....CE II I: i ~ W~TER Ii If ,\~~ f //{:J' :' ~ CONCRETE: THRUST BI_OC.K --,...;...~ .------. '=t:R;:::::I-----~ v~,. I:: &" I I -- f~-COMPACTED lIACKFlll 1 ~:~'0' , fl-"'" .",,, ,ro""""."""" 4. ;';:"... , " "' ' NOTE TREN:H CONSTRUCTION AND "; ... - ~Wl~WAA~~A~~r~b~ Agc~oRJ'!~}~ ,j.. ~, .;;c ..--.''- ". -... . " :;(t TRENCH DETAIL (NTS) AND SEWER SEPARATION I. IF A VERTfCAL tJ/STANCE am'lEEN V,;!\TCR MAIIV AND SEWER IS LESS THJlN 13 INCHES VIXEN WATER MAIN CROSSES OVeR SEWER OR ANY TlMt:: A WAtER MAIN CROSSES UNDER SEweR, THE: SEWER SHALt BE \~:4T1::R MAIN QUALTY OR CONCRETE ENCASED FOR A D/STANCE'eF 20 F€ET CENTERD ON CROSSING. 2. MAlNiA/N 10 FEET NOR:ZONrAL DISTANCE BETWEEN WATER MAIN AND Sf'.'leR AS A MINIUM, S, FORCE MAIN CROSSING WA1Ei1 MAIN SHA:"L ae: L410 TO PRO VICE A M/Nlr.1I,IM VIORTlCAL DISTANCE OFIR INCMES BETWEEN THE OUTSIDE OF THE reRCE MAIN AND ThE l'UT SIDE OF THE WATER AlAiN tENVDUiaOCIVil. ii II fl 1,1 , ''--'''''1'1' c~ .- ~~-- J ~~:i; ~~~~---~}~\ ENGiNEERING CORP. CONCF\ETE THRUST BLOCK (N T 5 1 CONSUL. TING ANO IENVII=iONMSNTAL. Sl\lGINIEt:Rt3 2326 S CONGRESS AVF' wtST PALM Rl:'AH, 33406 ~~=~='==::l~ " , I I ,,:,,1 rh ! -- Vf'mR!S~~R-:;~'" "' ~ I- I , ~;:~~?~-H~ltL.J "~~~*--I .ill o~! Iii ~ 'II t ! fOR PIPE ExrENSION \$( . I >- ADJU:T~~E2~l U ill : ,qTANDAfiD MtO:TER l ~k1lf~:...-uJ'rlr;~ .' _ ... ,,'.",- "''6 W I ~.,^- "; I 1-"--'.-:), '7~~~-?,::...'v.;,~ ---~-, ~7 ill~~'iB!dn ,.g~..'!;1( COM6lli!1TJON BACKWATER VALVE a MMJUAl...MJ];:~ VARlE:: ~,. ~..._.---." -~._-~,",".-- --- DET Al L ?II H.T sl BLOW OFF VALVE ~-- NOTE HYDRANT SHALL BE INSTALLED PUMB AND TRUE 2 HYDRANT SHALL BE PAINTED RED, 3 HEEL AND THRUST BLOCK TO REST IN UNDISTURBED 'COIL /- GROUND 4. FIRE FLOW IS 1250 GPM .I PAVEMENT 5. THE ONLY HYDRANTS ACCF.PTABLE ARE, MUELC~0"1\;y~---- IMPROVED, CLOW EDDY 264 D AND '--.., liJ! DFiE"SSER MOOE'L !'O::' OR EQUl\L, ' .UNDISTURBED 6. :>MIT TIE HODS WHEN THIS DUTANCE IS GREATER SOIL THAN IS' IF VALvE'S RESTRAINED 7, IF PIPE BETVJEEt\f MAIN !..INE, TE~ AND F, H . If> GReATER THM4 ONE leNGTIi (18 FT.JOF PIPE ,MUS BE VALVE AT MAIN LlN.'E, TEE 4/V!I A f,fC. " rr- (' !1 n \J ~,o -, 'T ;::- -~ "jr~,0 __'I :::;., J\~, iJ If ~5'r)--J' v '-l!';' ~'h L a. ~~~ ',' .(ft.,;;;;,o. , \~o . o ~' ~;;-~~i-.';"""';"';:=~;:-- ,I j) !~ :(.' .f."'; 1j () {!, ;; i.i !! Ii 11 11 II fl II II J ~., 1 ( ~ ~ I' 11 ~ II 1! i 1,", ! U fl 11 ~ TRAFFIC TYPE FRAME 8 COVER, U, S FOJNDRY NO, 32 ----- ~ GRADE ---r:;ccl:f..------..~~~.f.~ .r:'"J "'li.':1'~4i~~ l....".;'~.,,~ ,.;..~ ~r-&:;. PRICK BRICK ....' ffic51 It= .... :i: ffi~l !'!~l Ii: cr.1 WWI ;:0 UJ g::J: 0= , 0-0' r~j ~~I = !:: 1-1 o 4@12" ON CENTER <.;. EACH WAY (FOR pRE- CASr MANHOLE) II" ::lED CLAY BRICK OR PRECAST CONCRETE PIPE aO.I'ws 4" ALL AROUND ~IlTH KEYWAV (FOR PRECAST MANHOLE ONLY) ~4 (a) 12" ON CENTER EACH WAY NO TES ' ~ BRICl< MASONRY TO 3E STUCCOED WITH 3/4" MORTAR INSIIii:: AND OUTSIDE. 2 lHE FIRST THREE JOINTS OF PIPE AT BOTti INFLUENT AND EFFLUENT OF ~ACH MANHOLE TO BE 2'_0" MAXIMUM IN LENGTH I (TO ALLOW FOR SETTLlNGt EXCEPT WHERE I'V,C, IS USED, 3, pIlECt'.sT MANHOLE TO l't: COATED INSIDE WITH IS MIL, THICI(NESS APPROVED COA,ING, 4. U"T Hours THRC\lJGH PRECAST SECTIONS PERMITTED. 5, ALL OFENINGS SHALL BE SEALED WITH A WATERPROOF, EXPANDING GROUT. S, A FLOW CHANNEL SHALL e.: CONSTRUCTED INSiDe: MANHOLE TO IJiRECT INFLUENT INTO FLOW STREAM, !~ I '\ "~ :1 'R Ii a II STANDARD PR ECAST SHAllOW MANHOLE IN/A) BR 1Cl< :'i CONCRETE RUBBLE PERMITTED AS FILLER IN DROP INCASEMENT AND FLOW CHANNEL BUILD -UP ."'" POl'RED CONCRETE. _. ~S" I '~ ST~N[) .RD LONG '- RADIUS ELBOW --.-+--..-"' + I ~ 3" __ 5'- 6.1 ~,_~ NO TI:li.: I CONCRETE ENCASEMENT FOR DROP CONNECTION TO BE POURED INTEGRALLY WITH BOTH MANHOLE SLAS AND WA:"L 2 DROP CONNECTIONS SHALL Be: REOUIREO WHENEVER AN I..FLUENT SEWER IS LOCATEO TWO (2) FEET OR MORE ~P.OVE THE MAIN INVENT CHA NN EL 3 A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT I NTO FLOW STRf.AM. 4 WHEN p,V.C. IS USED IN SANITARY SEwEk LINES SOLVENT TYPe: JOINT PVC FITTINGS MAY BE UTILIZED III THE DROP ASSEMBLY f!tU..:(, (N.A.) TYPE "[i,' DROP MANHOLE I ~tl AI ~'" "" o.n OF PIPE {PLUS' -i':ci;'-oj I ,~ . ~ 1/8 BEND -, CONCRETE ,..s'~'" ENCASE MENT i~ SERVICE OVER CONNECTION FOR DEPTH ,~._"""",;::z:....;;:::_;~ '''::;-:_,.:~;:;,'l' .'....:.:: c:::;;;;-...:::::...:::-,;;:::::..~..::::::. "~--- ':::~::;;;:;;;:~::;;:;;:;~:.-;.-.~:,:~."=;.:~~c NOTE S l. BRICl< MASONRY CONSTRUCTION TO BE STUCCOED WITH 3/4" MORTAR INSlDa AND OUTSIDE, 2, THE FlflST THReE JOINTS OF PIPE AT ALL INFLUENTS ANO e:FFLUENTS OF EACH MANHOLE TO BE A MAXIMUM OF 2' IN LENGfH (TO ALLOW FOR SETTLING) EXCEPT WHERE p.V,C, IS USED. IN/A) 3, CONCRETE TO BE SEAL COATED W!TH 16 MIL THICl< APPROVED COArlNG UNLESS TYPE 2 ceM ENT IS UTI L1ZED. 4, LIFT HOLES THROUGH PRECAST STRUCTURE ARe: PERMITTED 5 ALL OPENINGS SHALL SE SEALED WITH A WATERPROOF,' EXPANDING GROllT 6, A FLOW CHANNEL SHALL G'E CONSTRUCTEp INSIDE MANHOLE 1'0 DIRECT INFL'lIENT INTO FLuW STREAM. B' MAIN . c-:Cn , '\..' ~- JOINT FOR v,c I' ONLY ALL MANHOLES PLUG PIPE IN MANHOLE JOINT FOR vel' ONLY, ALL MA HOLES SECTION ROOFING FELT WRAPPED AROUND JOINT OR SUITABLE MATERIAL AS DIRECTED BY RESIDENT ENGINEER 1<" _1'-0" ,.",i.., 1'-0" --<l ; " NOTE, SEE PLANS FOR LOCATION AND SIZE OF PIPE OR LAT!:RAL WYE, VCp ~~,- -~~. ) . " .' - " V,C,P, SANITARY SEWER I LENGTH CoLI'. PLUG' CONCRETE TRANS/TIO N JOINT (N/A) SEE \ SEE NOTE 0 2 GROUND SURFACE t'" *",-i<~\Jdk '16J ~:~~~F" ~~~~.~,~ ! SJ;:CTION SERVICE CONNECTION , ....! UI c,D: <t,0 ffil.:2 0: 00 ... 41 It> PLUG /;"-300 L.R. SEND =;<O^~ ->>,;'.': ;"--~" "-Ty~~ , ~<J OV 1;tJ~ 5 ~,,~,~) j - I t .!.LA 1\1 DOUBLE _ AT SERVICE CONNECTION PROPERTY UNE SEE NOTE ~ 7 Pw LINE OR EASEMENT LINE PLUG ~ SEE NOTE I) 5 ~ SEE NOTE /S" - 300 L. R BEND SI NGLE SERVICE CONNECTION ..RES~~ FINISH GRADE-, -~ ~ 1-1 ",I Il.Ii 1-' ~' ~ , SEE NOTE It 2 I 2n~ t FRAME 8 COVER NO 32 I" - FINISH GRADE MINIMUM (3) COURSES BRICl< 'MAXIMUM (5) COURSES BRICl< " z;x :1,<t - :; -~~ ~ ,# OpTlONA L B" R ED CLAY BRICl< OR REINFORCED PRECAST CONCRETE SECTION (l<EYED TO LOWER VIALL) t : -y-- -,- ., 2"X2" rREATED WOOD STAft 1=,L, ll.'NQ4 WIRE 13X6 MESH, ASTM SPEC. ~4~ra"ON CENT ER EACH WAY'- 'i S" pRECA:lT CONCRETE . PIPE 0,0, PLUS 4" CLEARANCE ALL AROUND WITH I(EYWAY F.NeAS E ME NT ~J/POLY STOP FfLLJ::D WITH CEMENT, .! 2 2 . lJl . , <'II 6" Yt.? SERVICE ,''''~ THOROUGHLY COMpACYED SACK FI LL BRICI( RUBBLE AND COVERED "B" CONCRETE SLAB (CAST INTEGRALLY WITH WALlS) 'll4@12"ON Ce:NTER EACH WAY PLUG 8 FEI;.L CLEANOUT ( f~,T.U.) DETAIL STANDARD PRECAST eN/A) MANHOLE ,,=.,~:.:,,-,,-.._.-o.:::.~..,,;;;-:;;z;;,.-.~+."..__~';;.;_~.:....~...._. n Ii III ~ ~. I] j:. 'I t ~1.j' II", Hi II- ! wl.mi'JlE:s Ar~ JJ I 11, .IU ~ ~ If t,l . ~ ~ I ij ~ Ou ~i n 11 H,!'1," 'n; I,; ;1', 1.;I. j~. l(il If ;/, 1 ;,l, ~",t'l la, MAINiAlt~ IQ FllaT HOfHzOt~iAL !;lISTUH:g ~z"\7\.!Gn t:j,.~ " MAIN AND SEW~R Ml A tlltW,lUtl. )' r ~ 11] J II ~ , ~I it! f' ,,1 Ii' n 1 ~, FO~CE r.'::lIN CflOSS/fJO t::<1En Wl/N GIW...!.. C:! lAID TO pn6'J;Dl! tl CJr..:-::.::J \;;;tlt:::;::. Mtlt:'-:c:r ]' f, I, 0;:' tJ n;CNZS C::mi:EN TlI! (ll)WUZ Of' TN/; I=iJ;;Ctt t.lACJ AA.7> 'i1i! ocrr.;ms C~ "';:;,; cmn C::::::J, J II ~ , II ~ jl ij I I I I ~! ~ I ~4 ~1 ~-"/ ';;1 \~~~ -~ .............----....=',f;;;:::.:-::~:-t , I. r:?'.c.'~'''~;-''1 /1 Q;t5'1O,"-:)~ 1 ;'" c ' : ' ~I"-,,,,~... . i' o~, ~€8C'Jotvc..'V'n(j"JCD c.M'~:;;:J OCO\7Dt::l€::':;C-,':)wi:'J'i1't.\!1 C::;:;:Jt);;:~c:::::Ji~" (' ' nsna $. e~,,:;~(!co t.lvc:, t1G9? t";il'.Wt'::'8~. P'100.i8.0.. OC::::::-3 : ! ~.. "(I '~ ,~ "t'...... GENERAL NOTES: CONCRETE f';',!"".,','~~::*'~':~3,,:,,"" ~;f(5)rr']" \:;:, "'.j.i:. U '..}-:, ~~ 'J... ........~p- ~i;~:.,. ~ ':~f(~(~.~':':!':!1 8.~.~'~.;t :,~':~l:, ~~i~ ~~6" , 1.1111. - ,~ -lDl~ 1-.;;1 Cl,l.:! ,II,J ~ia: ~1~ I. ALL vcp WHERE S''.O\'1/1 \"IILJ_ DE "EXTR A $TREIJGTH PIPE" (ASTM C- 200- 65 Tl 2 M1rJ1MUM SLOPE OF liB" PER 1'00T. I'OR SERViceS a. MANHOLE fRAME AND COVER \;/ITH ,10M:; ";iAtWAffi' S(t\:~t CAST IN THE COVER US FOUlJDRY NO, S2 4 INSIOE DIAMETER OF l.lMmlJt.E TO DE 4'-0. rmelJ tf!:\'/c:n- PIFE IS B"- 30" IN D1At.1ETEn, :;J'- o. ~11l"'N S~\7ttR Plr:;;: Is 3S" T042"m&~A1.lEtER, (1'-0" ,Jl~: S......JeG Plpg IO\~J" IN DIAMETER, !!.i.OtJE 4' -0" \'JOOl) LATli SHAl!. 01:: pur m EAl'H'U 4:lAr::l1r PLUG \'MEN SERV1CiE COtJl\'ECTIOtJ, 1$ OAt1<I'I1..teO. lA"i'l1 ~/1LL eXTEND AGOVE GRAOe; ArJtl SIl~lL OIZ Cr:ClltEt< C'i'F AT GRADE ONLY OY TilE AU"/'Ilt:l::lliZAltCtJ fRQt:lll:S r.!!~:::;:;:t.. - EIJGltJEE:R AFiER S'/'ATIOtJ Of' tArn l~ ot;rw m;:tcrmc;), G. DROP t.lAtJI-JOl.(!~ tJUSi ~E USED rJHE1J '~lvh:nl:.rleE 0).' ;;;J~;:J IS GREATER Tft~J 2'-O~ 7. AU, SANITAnV SE\7lm S&.IMtrrs SMt,J. ocr GU, tlr;li!O~ OTHEP~/ISZ sr"O\'.lfJ, TYPiCAL SEWER ~ ,,~ .eJE.E~!.C,t:\~t:_MEJ\Jcr SURFACE DITCH WIDTH (\'I) H' , ,JOlI-rr ....'- SURFACE REPLACEt.1ENT ....,--I ~iiFA #...~:;, B. ALL PRESSUfiE PIPES utJDER PAVErjS'~T SIlAl,.l DE CAS't 1R0t~ 0 R DUCTIL!! IROrJ FlPIE: ArJD StlALL EltTEtIO t3ViJ:~,!l THE PAVED AREA OY AT LltA$r 10 FGET. REFLACEMENT. .1 BASE 9, THE PLASTER COAT OR :JTUCCO COAT-" JI~JCTIOrJ OOXES "'f..!. COtJ"/'ArtJ rJO L\f.;Jt 10, MINIMur.l DIAt.1ETER I)F MM cOVl:m iO 0530" A:JD HEAVY DUTY FOR TRAFFIC LOADS. CLEAR OPl!tJlI>G IIJ 1,111'$ SHALL llt;; CO I.lPAT:DLE tnTll FflAt:1E Allo Cfj1jElt II. 1.1A ~lln' ",: LOCATED WIHlItl THE llIETTED AIlEA OF Sti',~'_C:;S t N""OR UNERTED CROll1ll STFlIF.E1S flEGUIRE A n ~iATE'~ PI1CO;=" YYt'E MArjE AlJ" COVEn, Sltm.A!'l TO rJEENAH R -1755 F SERIES. OR l:!QI1At , i ~ata: ! 12 TYP.4 "",' - f;- li'lYp .o~LC_ULY..M{BiLEbcr REPLACEMENT DETAIL ---= ,........., 12, SE\'Jtm LlfJ!:S 1'0 BE COtJSTllUCTEO UIJDER F:lltGD AUDJo~ STAIl..IZED .~REAS \.'JILL DE PLACED PI~iOil T(I Cllr-lS'I'RUCTt~tJ; OF PAVlt,'G MIIlIOR $1 ~aLlZm(i. NOTES, I REPLACED BASE MATERIAL OVER DITCH SHAlL BE WIICE THE THICftrJESS OF THE ORIGINAL BASE. Z. BASE MATE~IIAL SHALL ElE PLACED IN TWO OR THREE LAYERS. 3. CACH L....1ER THOROUGLY ROLLED OR TAi'':''';W TO MAXIMUt.1 D.i:NSITV BY A.AS.H.O. T-180 SPEC. 4, ASPHALT CONCRETE PAVEr.1ENT JOlt-lT'.:' SHALL BE l.lECHAtJICALLV S.WIED. 50 SURFACE l:.ATERIAL WILL BE CDNSISTEfJT WliH THE EXISTING SURFACE, 6. WHERE TRAFFIC SIGNALIZATION EXISTS IT SHALL BE T\{E RESPONSIBILITY OF TH!; PERMITTEE TO REFLACE TilE SYSTEI.l DISTUROED IN ACCORDANCE t'JliH PAUl BEAcn COUNTY TRAFFIC DEPT. REQUIREMENTS. 111. ALL rJM,toLE l"nAtIlES At~D e;oIlEll$ Ft.UStl tr.Tt~ R:;lSW GRAOGs OF 1:'JALt(S . PiNIUG, S\'lA!.I;:S. En:. II;\, IF " vEltnc~ DlSrAr:~l;m:lI.'1tmtJ r;~'llIn t::? ttllNn:\'t SANliARY OR STon~ S~\1 IS W2f T,~.;':m l~ It:~)~$ \'tWEtJ r:..,;n::n t.tAm Chi)$SEU a~i!~scrwn 0-.> am' m:l(Z ,,:> ~JATE<< UAIIJ cnotStts UtJC;!:n $s:ntrf. iC::! $"'C~,{j .c~::!l!. BE CAST mOIJ on COrlCncr.ll! fitJCtl~rrD rt/J;i A CIS,,,,!;::,, OF 20 vEET CE:tmmEO ;m Cm'lSSUi:j. IS ALL tN(;. GRAVlry Sl:t'JE:11 C:JtJtJ(!ClIQ,lO to lltl'tlr::::!!,\, SHALL DE tjt\.!)(! lITILlllI)/) A$OtE01\l\S Ctr';;:~iJV c::;;!:<:.r::o rJITH "0"P.PJG.(t1A) 17, sm, FOrt DENSITY' 1101', STIlN~RO Fon C!'.W;t-1U, !il? Slfu-::t..j. _ WATER AND SEWER Sl:: PAR AT1mL IF A VERTICAL "'ISTANCE BETWEEN \'~TS1 t~N ANI) SEt:'ZR is lESo Tt:;:liJ ro mz;wrs V.'XEN 1:~71m FJt!lN CROSSES OVEfI SZrJEn OR UN l'C.:! A t.:l.W? FJAltJ cnO~t<;:;:s U:::1R $gr:;i!~. THZ SE\1ER SW..!.L oe: \:~Tlm r.1A1N QUAL/TV C;? COrJMETE ErJeAS(!f) I"\~n A Df.:lt.:;,'\;r:G u:!" 20 FEET CENYEflC,D ON cr;OSSII;{l, 2. f.1AItJTA/tJ 10 FE:!!T HORlZoNTiU. OISlMJCg C:;:.'11trl:trs t'..:'\rm t.~J UJrJ Sfi.l.,1:.C? t:J A r.:;:)r:~::::J. l=- [$!dJN!~Y '(;ctJJL~ l~rclft:g:?(J rlffPttJ4 [jJ~!I=;/J!I!L$ i 1 m:;v, O/:W 1&3 REV. 7/1Q I 01 Qr~~ntl~{gJ@o\?n[1,. 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I ~,f 'T~ 7'.!i..1 :is " ", , " ' " STATION ( NTS) (N/A \ .(' It / I iiT..'<LESS 2'et:" l-C'N"';C'L P~NE,,- 1/4" DIAMOND PATERN ALllMIN (;OVER "'" , ~,,~--~ -~~'~. ;~.'m\"N\"S a ~---- CADIUM PLATED 50" OPENiNG MALL ~( c ~ bHJ' "t ANCHOR STRAP NOTE THE FOLLOWING BE USED AS STOLL: PLUG AND REC _PTACLE SHALL MANUFACTURED BY RUSSELL AN!1 .. ~ 3' _0" OVERALL 'IT A'.1r SFJ;'bi'-' ie, ~-: ""'-t< S;'. CT t\ l\ ~HS) n " '" 3G" L".~' S:~; -<N , ~ . " -m r I , ~g , Il' I), ,,' -i 1 I ~7) r ." [' l\' ,', JPPER (~';~iJE FH'~CKF ~ s e. 8 us PUMP HF R P M FL ow '3PM p~}r,,,;: 'T, N(' eF f':'r.'p'::: MN~E: Ni' lM"b..LE', '.C ~:,f:~, I.\t~~; R ,~r ~ " \ :(\J',/ FRT .; ~ ':;ABU:. H.'H)K ~, < 8 POi TS 74 '700 80 68 ,,$'G E\.'F. WA "', .~~.F. c' S ' 4l: .:\: 11' ~, ~, :t' ~ 4 f,I:.,): -", . .. ,,,':\ .. ,'~'1 ; ['WI' ~'E. T S S a SOL 'p~ <'J :.. ~\. f, .' 4 - 80 42/.' ~ ~ f., l\~J. .. OJ ..9 1; 1:4 L. ': ~/t ""t ~~r)! 'IPPt R lit.llDE = \ tT> v h. L 4.4 3 9 29 o 9 -1,1 4' 6 33 ACi;E'S~ (OVER ,. tp'"t) , r ,~ t b . 1 '" ,(" H',' \" .... : ~' Hto,S EL v^Jf f ~"'1'~~' ' ~"'~ i',r' ~ :. "J: ~ .. 't 't. 1 ii-( l-,!,..', '\',; ~j n'~ v,.\, i.' M rr~: IH\U " /H t ~ ~. t t. i. ;-;;~" 1111'\, ;l, .."" i \t"..?...' , .. '- 1"'1 ,~. . ~ ~ ~ ( i,". :..?~ J Gn~p,,\ iii, :' '''''\{),\i,',t PREVF~,;r(~~ l 'r ~ ' t, , .~>L"' t.' .'tJ< -," ',' ".~... 2~ E~.! ;~f'vPS:h 1C ~rff~,'\c: AI" ,_ M:'C'-lAN'CAi ANi' l' ' FG~'l'i\1l" NT 1/1'.'[, ;',:;.'\ ~'~':;'':IJ't ~'\~"~~~ cer; <, THI: FOU i:;W!N\; IS PRO-llliCD t ! ., I I k! ./.1 I . " II " I I .,4 I.. S.::~ f'" ,9A1 GAd~,f li..:L; 'r., 2- f'H);\ ~~WITGH, RtlNNIN~ , G!.JF;', U~G .. 'i,'JTfI"WlN ;;- ~NSfER SWiTCH t\lfH eMi~F\'rNCY i~~GIPh-;.,,',.~ <1 SEAliNG GOMPO!/N!, HJR I: IPC \ r,l( l'iV.'! l~, h' ~vfl V'El.L 5,. '7Hr~~f , 'l't. PV:'" :' ',~~ff:~ ;.\fi~ ~"~';..'" '}f.-q F~(~,~rJ~ ~,,~':~\~'t';l'"l~ :I.L\~::~ TO WE'! W..:u.. { I r. hi b\,'f i'lI:"'! 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I I [_"Ei~.(i 't I"Er,lOC',.T3"'" 1<9TE,I' l $[;: S N~T:~.f.fi:~:;. I:." ~ , r" .."":'"-, i'>Mx j , :"1;:F. , RCP: . ' '. 'I fa/l q l: J, (' .f..' ,{'j "c' 30" ; ,i 4 -.'1 - ---, ~~; 48'1 C'..-' ,: "lli'.S WI-<fF, ~'lfn! Vuu. [ '2) ;.--..u' hh 'vE ~j, .;"r, :,"; \f', q!.E" :' r,"';" 19m ~;- ;r~!J t'H"i';.1 ,"~J :!;' _11 N Q OPj )?\. lNERAL NOYE'.> BEVELEO F.DGES: {~LL Elif'OSEO G('{."U,', ,11'1' Etc.!::' TO BE. "IIllMfER,,:~ "I,,," FOUNDATlO/J W!TEJHAL: WE/eRE MArE'I,.', V,.,llnSftl'T.)R~ Fon FO:1NI)tJ.TIOI!;,' <:'t', IIACI(t'!LL TO ."LOrl UNE; \'I/TII CUiMI SI!I,D GRATES:CASTlIlON,J1ATeS1NAC"ORC;ArJC~ lit!I' i , V (T SI'l':Cs (ti ;'1 INLET TYPES' '"cr" ARc n: BE tl "1'("1" "Fk'-,:I. TyoE"E 1,11:(\" is ^ ---,=y(iE'""E""TURNEll 900 TO RE:CEIHi ,. ( ',' "48' Nil 1'll;:TS""EPi;NG n " P LARGER -THAN 48 "'A l,H,~Lt. OE Ii. ,1 . .."" r,T" F.'A D;J r STJl!\lOMil;, MATERIAl-.. '. It1L~T \~'ALtSuAf'iP ffP~: :Nb 1';;I''''! /t;nH:;., pounED"uv PLACf. 2!fiO to "C01IiCTOR-l1'RECAST CLASS A :h)' H ,,"',/, c" :;rANt!ARIJ WlNtlt'tf. [lfil'~l\ IN,l", \.'11TH 1/2" PLASTER '10) L'ME h, r/l 1" ''', f '" '11 LEVEL LINE a 'M,l ~ r o @ @ PARKINC> PAVEMENT BASE COURSE l'~"' IN TWO EQUAL .$~1t, l.~ ~ :id ~'~ :}R'" .<)t_ Ni- ."'''; '. __;I ,.,;;.- 'f F- 't~, r~~, ',,/ .. TYPICAL CROSS SECTION FOR PARr<ING LOTS ElXlE OF PARKING LOT PAV~NG AND DRAINAGE DETA~lS "."" ,________:J" ~t::==;rf~, (', = " 11.1' .-,,"'" /- -0< , 'j't;t. '1 ,J "''1 r,.:~ ,. " , M !,j[ ~~, 'r, " ,; -'.,f!.' :"-, ~ J r ~! "" i.. ~ l'.J~ . .';~- .:'. . .~- , ' ; # .. t:: ;;: 'J:' 1I,,<,lPJ1IIJ ,l' ;..~ tI~i\, .;;.., + ,~,;:::,';,-t.t'f~ :..: .,~~ ~F' '," _~,Il '- . ~' r >l ~-;: "'.'1', {t-- 1" ~ i : '" ?, ;':',' i r~, , ':, ~:4 , {.. .; "1 t" I': ,'\ C' D~:~:''''''',"", !"__ t/I,_, C~ IJ~-.~: _t:T,i-r_-;~'~' t'r:i'''.f ;;_,' A:'\j~~' ::'.H~i~'. BE p/.ir,1f.i:''' ..v,., I"". - -4~ '. \.J:~' !", .'!,MO ::1(.,d'"[:' :orF h, ., T1:N "EE. T flEy, ",_ ""';:: ~ (1:~ ~ 11'"f' ';.~ '-.. ._ to '";/' ,.; ~..LLJ.~_:.F;L,L- C(',...'tF,~fr -: .'~.'1 ( :." '~' t/,", Ti i;;;'- ",f,; ~:: r/~.(,"~.rl'l'"s,~~~t~ ;-.'" , :-1 ..,,'( _\;,!':-o< .('tt'N: ","'[:..:,--,,:" "'tt'lS"rt'~t-c. T!(~'~ .-:'~""'.:: ;.,~ ~ F'jF-r:, 8kCf1;F1'. f.ft;,~~"f ':"7..:'y..... 'J~ -;j.;'?--F7-0f_-tr-~~ ~ r Sf t~CI~-i~""~ ~ ! IFrS A...... C'r.WAC-':: n, /'" F'i',:':;': i1;>~( ~F-,i...._ . \. .;.'Z ~... .-";!,,~~ OH F.:,:.r':';t<INC .....FtE,"__ 1'''3, 'iI':"CT,..', fj IIFEUNE BA(\(r:", "..4 T'i-i~ r,,~jlJ:'l\R': Pr-:.:i:"" ,4, (A A 4.~ H T ~ ~..9-!1~'< 5Eq.tT~'" ~E __)F C__ONSTr~u( r N}"" S~Q t}~I'>:~.c~ I'.&:' 1;'1NSr;:;Uf TU.' II- ~~"ALi.~ a~ StA,"" TkA1 "'';. :riLir-'l::S' SHALL~Bt'IN';7'.i:'lE') ",jO, TO ,'AC,~A" CtJN<;mtCT/':JN )' , ~J(,.Frs _. A!~L ~,,,~t~:. Tt~ r;.-{i,lL", &t: ~dF.' ';ir'f: ~Ef','i;~:r:f: "1>,. ;LfE PLANS~A,."D ,'.:!'-1A... .ti:'C:;iiOAN('J:' Wlr" 1;'''' F.."ctr4 :: ' r ',PJ:'f''FI'Il'''IT\I,<: .,,'~'. SFC"'iI')N 42~J ,. "."\'~f\tJGr:.~5-D ilL! ~ir~''', "';r-F .._)~ PfnE ~ri:"'tl. C{)I~~(t. f"t1 '..'*fcH THE !:fEQ!J/r;:~^,~r:~'1TS ",,1. '95 . A't1D Wl'1"H ....l~~ J:~.'('-':";;,~ r ~",. f'"E'C7;::rt~1"}r~~3 3',;O>~t SECT1':'~.J 945 '1\'~TAL:...Arn'r-v ~.':- ,..'~'H;'i, :'t:T",_!' ~~i::".^'t, ;1-1"; (.:;~,t .nJFr\ir~ ""-.1 STr::R/Vl S~4WEF-: P;'b. i.-' -..~' :,~~.(;:-1~ Ni:(:J~-r~Fr.f!; 'Ft., 4; - h4..'.~ ," ~;_it.'l!,- "':ORf';tt;~;,{:,\ '<;:.t;' (..~'\, W,:-Ut THF~;;H"9~ C)HAL~8F It f:~~...q~~ .-. ': NCH 1!-Ilr~ t ~~' TC 48 rvt ~ ':lrA~' ;.- .. ~~-: ,~".' ~:"4 ".;~ fl -,~ ~:'''ER 4B in.: Ct,' i l~rAC '!' 1:.. JO"ItTS :...,.~~__~ 4F ,.:H:.iJ ~li\o ;_fl'" ;:..lf1GMt~~'F:. ..:;.iJ,,, t t~ .i, e. 'lE'~ H .,-":.r-., "-~-1-~" --A_A <J t-, {Q 'f .1' ''''\i ~:'J.I~'-';/.,4, ~ PFr'~';-"l('SJ<- ECL"': O-F ..;~"\.!.;:'J";~".'t '-\~ t {;..,~ :)f "'It! r~ ,1.1 f'.4 ~t?, ,j' T -~!.g {l~ f,1 ....f( ~,,""-1F/I"""; (;"" : :J~ T,~ j !,';;i-:PARttT:(),''1 ,l.'t,.. r~-4p .si'r(~ii,:~, 1j:t~~. l3F 'ifi1,.1~ .,: [. h'n~~"'V,'A" l~~ t1 f'"~"."'f' (,r- ~-~'!\J t'':f; B~,l,i.''ir. T':"l'. ~'1C'~ : :'Ab"~f ".. ...... r.- I J ~~:A ~~-\.: '-i;: "t' ..'~ Q . . rHE DEfv'SI rv ~:'~,-~~j ~-; _.1'. ' ""M..L cXTP,,' ,.,-, " -:f:S T E-fC~ ," t' 1':.'1\, ~~:" T"!:~ eTHER Cl", I:. 'fEr' ;'H. S ",t) aMF'LE TE ',1 l>-\'){ l'<o~ T - .., tl'" PtlVP.1f:'. T If "'HI: ";J- I :. --rIOf..~; HO - 6. SH... _ t S~- ,",If ,<~ S~f ~jt."; ~A"'i')". : ',,~SE - Af"-f1,JliE [' ~ ~IG;.'\. 1'~: ~.._ ;~. Bt :.: MArc;:, ""n ':;1" COMPACT!;:: ~'" :.C'" h ~ PI:.:: 11':",... A:-. ..' ~E,,_ ~;)CK S;..,:.t ~~ \1J>'L\~:~"'::tM f';: 1\.; is r jl..j' ,\t",,~~:. ;.:- ~ 1:.A t' 0 T PF"'~~"",';;:,".C".j':J. '1''':':f" t, c.': <CU.., ~_ '\y".: ~ " .....~.S;; ~';.-)1\"~~ ~ ~ "" '10; :;1AT '. BF:'M:MiI ': C';""; l:FH...tTi,~rJf'" t', t" 'i .F 1\" (. "'(',:.1 .10'1"::: c: 1,.'. '~:"'- ":" ItiM ;.-'" > "" tiE: REQt.n"E''''~;:~.' ": > ,:"- "'j4-" L. ~.{.. .~." 1.._ E ~~r THE RAT~~:;:F ....:::;".1 "1,;1: ~~f\""'-1j:f\,'FF~ "~1 ''H : ,j-~ .1 I-.~' ,',"' .-" ,," , " ,J rAt l( cr'AT ..Bt'Tt~1\;'~H..-')~1.., rA:;. h: ..>~,1.'" Sf'EC ;F;f';..,,'fF~!,.j5. .:'1' '~t-..... .""" ".-"Jf'I1';;;'':;S,,:, ~;4;7~' ,~\"';._ .)".'~ , . t- ,: ~;...,.~t':'. j.\~'\l .J .tl;'\~, COI\iFrr "/i \-"'11"''''' ..,E RF:~l:!Rr;:M;~.''r$ C'~;' ~. f. ~ ~ AT THE qt-.t':~ ':: r' ~. '\,f~~ I\;E'~R S:j~~~Ct:~ t:(,,:_:t~C:;<:'... , . "".--J~__ :;~:;'l':~;'_-A~"~""\r:-:. --.; or-.....,: .. "", M_"..,\::''rt:~':.: '!;.,'t\.,~t S~~ 'r' ~;" :-::..,.':... . l. , ''i-' J<;~.-.t' ~;,.;'~FACE ..;:' S'~~.\.. ::;-!,~ ~...-. ~.:j\-.jC:: .-.."'''-:. SECr.fC'N~ '''.J r" ,::_l!,...f ~,S'~ ~. '" ,. .r'" j'j-S. 1"oJ. f:''''' Aiv "'T". ~ 4,,, ", I'~," r;{"1: (,,('l\d' 'c, ~ "'". ~'/,;'. ~.'h;,t \.t'~.. ~',. i--~~~~1.:"" ;"; " ~ i. '" Il".'f \-",. 0)< r;., ....""E r=....,"-,!';.....c \HNlMIJM.' .:'8 ::.4' S ~, SPECIFll'A';'{'N~. 9'" i ..~~ ("!\S "IS. "-"1 ""';,-' ,., " -('II, i, '; ,~ ~ '''''~ .".i .)'1 Q:UNt:: ''11TM r'"i~ ;';~:;;k'e!\l~' . ", <' ~.:- Al.L At1:'c"'C'A .~ ~ .:'Il~ L!:.' "- 'Ii ',,," ...,,,-' 'r',;r-. Tl-','C--.~~ LA"l-S::~~""" C'l'\I~ .,,'--1): , ;ti"..~'" ~' .r L f \,A1"iL ''''i~' t-l. i: \ i'\'" ~ J.t ""r. "::;,, c-..;' ... ;!:,ATlJM, l,t S a " /1,:;-, _r-s Tf.'fE ~.."!\'" ~~ '.1 'i,; AM;' r,M.v .":~,,~j; ;.: '-'F INFOF<MAT1l.'N RE,,, .. .'ATh~~NS ~ . ;", c:ll~A'\. 'it d~.' !i.'f,:~' ~ '\r "'{; t, ... ~.; '.3 ",~t'" f\.... r..; ",~ . ,;i.- ANl:: lOR INSTAl, L .'F Cl!l.E H' A~ ;:"/;,''.' . " 'II'.: ' L t .. ~ '~ " , ~:.J .~. ''" l.~tC~K~1"'^,:""""";;~..._ ;':,< '~" ( '''"'.IT (1;;' MA"'ER'A~,:: ~,:<r F r....LAr r:r Pr".'~r. 'If ~ ~\ \C IN T/.j!" E l,.E'...r '~c ,.'" SEI/EN DAYS AF~ER ". >, f. i<I/SE' C;:-"""F ;;CI."ij ~l\...1'" ~', 1I..ji. ,r ;' "';;.,f ,. ,..A ~ h';' '\ \ ,~(r-.c- t .. r~' " , " -;.!,',,''"' 1':,'1 "~'t ~ (\.~ I'-~ ~': J,., {. ,\- "; '1'\: ,-"l,,;:'\ ,J' ." ; ".,;~;.- .., ... ~:: 'I.' . ,: C'F, 1\', ' M,<~I," > 'f.~ ".. . .., .. .\' . , 'lV/Nil. \1;.':' 't ~A, ~l' i': I'~ '"I ~ l' t-,i~ 8 a /6 /83 ~. ! , 'f, :lE:~~INrc; C;Ci , . ,C \lMGNTAL I:1I\lGI!\!t '"7' , Ii Ii -I<' ~....--.. 2326 CONGRESS AVE. WE3T PALM BEACH. F'LA 3340(; >=or _.;;;",--":"~~~t _ ,.~~~~;;:~~~_ 'I ;'J o 0 [I \l iJ Q..;,,,, '- " ." 1"r". c:;) _--". ..... :;,;:~;~:.;;=-::.:.;;~t.,;;;,;,:~~-,~;... "'-.;,.~~-::,::~a .,~--,. ..... "'~~'..-~"., y :-r >'~-~,> Q a o () i;'!J i~) jV/"j" '~j'i;G;l'7"; ~ if ~ & 1] ;;e t:/ C l~ ~ if; t \?;i 1~] ~ , ''5 ~ , ,., IJ ~ ,,., \.>.1:: Cz ~ r I ')t; ~ .r ~ J'\" ;Jj ~~. 1c ~ ~ ~'Il \l, ~"~ t "9 l r( lit ~ f\ l~ liP if. ~'\ ",t . "i,~ \1":;", ~\\. ~ ("" ,-..-... J/ 1:' ~~ {f\\ ':,~ '~~; t.\ ,r.~. :r ' r ~ . J?',:, '::i;;~t~ ".~ '.....~,~'_"1f'" '~'(~J 'IJ,\/'-']f" ,~.-~_ ~_~"1'sy1~"".~ ',\ f} , lW' Q " i~ ~ C\ -v" " " IL c,_~~~::,.jl l,t: J '1 "', ~t-~ :;'>; , II -;~ . ~ ~ l' ".:4.. &:; ),~ ~r~ "\*' ] r"J ~ .~ "j ~ ~""" ;F .' il ,1 1 i.'I .-"\ ._, ;'J', '" j~ )"; ~ ~~i,:.. J:i+ " ','~ ": ; fl~J iB') " ~ ~~ ~'j' f ;;~ ~ ~::J ~ ~.~I :J '1 ";;l I ~Jl. ....,'.. " " ~ 15" ~: ~~ '" ~ a ~ '] I J fl ~ j "1 .,g. /~ J ] ~. J I ~ u ~ ~ f ~ ,1 11 li ~ ~ H j ~ ~ if i' fl I' ~ I l ~ tJ (I /f..~ ll;.A CODE PSI JRAD*n~~~~~t;~:T~ P M r;QU~ - D A 30 !4'1E' 3/1 i /.45 I 9/ I I I B 20 14'XZ4' _ 3'" 1.05 3 I A 25 j 12' T 3" i 2.0 I 87 8 2~ i ,'2' I I?/I 2.0 56 A '5(, l! 'X30' '2" I.Z /2 B iJO i 4'X30' 3" I.?, 60 B 25 I 6' 3" I 52 25 I 6' /Z/I I /I . rf-o!..E / 00 GlOM ZONE 2 IlEi GPM --. ZONE M ZONE 5 95 GPM :C:ONE 6 69 (lPM ~] cq . 'i SPRINKLER HEAD LEGEND AA A ,~ bA A A /\- A A A ^r< A A A ^--~ A A ~- A A A A A A ~" ~ .' r ";It 8 4 .,' .. "" ~" AA .A .A' ~~AA AA ,~~- AA -1 A .8 A .' B ~e . , r !: t r: I i t'r: C 8 ~[JB ~ ,~~-~ ~ Q' . ~ l I I II ,I I" 11 n H II il r 11 \) . '-d' .' A A A A ~ /l. A A 11 A ~ i ~ I II ~ U ! ~ ~ 1$ 1 f ~ ''to ...: $ I ! 'I c:: -kilC t ~~. -t 'q ~h .VC'" 19 1) 9a ') B , ~K bL t 'I I II b' @A Be;> A -{' !B ,/\", ... A a rell<l1i!.'.B A^ , 11.A ^,~.r ~B ~ "'It' ill A ,. . ^ AA A' (\ AA 'G 'j,S ~~ C ~C ":9r . j _L'~~~~L 'c C I .~ ~ IT: '-- . ._.;U. L ,.... "H Vc VC "\....C 19P "l ~-,~.~. ....., .......~)} .'- Vc ""'\:Ie Vc C Vi: ".~;" '.""-'''~ ?,,- ' - c:~C'..(...tst:zt2- ~l~ '---~""~~----._'''''''.''-~--_,''''''''''''''''''',",''>4'''''~ "~""'<"""'><""""""--i',~,,-,,,,,, _.;,.. ~ ....... -'IE" j, 't... ~~~~." i1';:NfJ~~ :'~bt._____~-..-..~. .~ "c._."",..._-",.,"'_:t'-',.""_~"""".",,,,, . Ott\!l'00tsQ(Q)($~~tQIT,. S~(l:)O~tJGc::la~~!13 (gr.!J~D_ , ~(I.))~tlaJln..'-'l"OWti) At'~t'3 ON\.7I~~Il\'J",'t:1t\,l"ii'Al. CNt:lSNtitlt::.lD i!3it:e s. eONGhtt$$ AVE., Wl;:stR:U.M BEACH. SS40G ,,:~~"'::;;;:!::"':';::i.,.: . _"C:;~:'_,,--.:-<~':'::~;~~,;;;.:;. ,. ,;~::;;::.=;.;:1;::;;;':;:;::;:::::'-_- ;;.;c:~:":~:':~.i .';:,;:;';~:::r.';;';~:~~~':~"""-'-"-;::;;;;,_~",-~...i;:....;:;;;;~.~._ - -~'---'~""=~~~;::"~ .~.".;::."..."q-;,.:~"'':';-~~':=-.;;Jd;~:,~~_::~::.,,-,,:=;:!l::...' 'I I i :1 II :1 ;: I .~ ;j ~~ r~J,"'.,.'. 'I' / :1 1 'I ff I) ~ ! f t:::I' ',:,J.i<< ~'......:.~t3 ,.,} q 9~~;,' ===="'.: '''II ~. ~ c dlf '<; G '" 0, ,;' D ~" :';1 "i"& ;f G' 'ie, C';\ ':{' "' ... :'1. =j ~ o 1 ~1 1 I I ch ~ ql I I c:: <9 :> 1 ~ j)"j c~ , " :;,} \'; " ~ J ';. J! 811 x 11 " , ~ cr .. " 17" 22 14.5 , .J1 01 I ~. " }. o 2:-' :-: 34 .~ l ,'t" " a r "~ "'"" ..~~.. ! j r ~ " '1J "J) '0....1(> \"J o'c:;;.'d I~ I) g "'t{O (I G 11 \1 v ''\ D o CfY r:~) a\ '0 (.'\ Q ? c;.j"<'j a ci.J~ ']~'. O'?Jr/(~ ~ . D ", (;1/' cri(.!<P" IRRIGATION SPECIFICATIONS A. EXTENT: jr~Llu;jt:S J~I'nl:."'in~l all i,;t'or. ",drprl:~I~af'!d equ1J.31"Cfi! L)' Ih.' prf'i:~~' Irc~:~!'dr':~(1 of the ur":1<\k;n syslem Thf~ work mt;:udes bl..i! 1;:' r~ot "pr.f'S~ar'!'. i;mlted ~n H'f.."' ~C\I!OWlfH) ('} "-H:"~tW:g dnn Backfllf (2) Aufcmah:-ally c{jf1!~G!ej ~f'<Jjk f' SJi"!(+m, \31 Tt's! an ('r~;ff;l'l'1:; {jr'.cj rr;;'~i(e ',);~f;f,lhie. (4' "A<:;.Budt DraWings B. GENERAL: 1. Pem~,'f';i ,~.1{j Ft>f:>s Ut!J,f' all ~'erml~~ and rl1i y;'qUlfPd If'..':; ~c ar'y ~':::,'er~'':'f'.'11! <Jt]t2rcy ha....lrH~ JUflS(1'cl,CP O'wer It'p W[Hk :'1<';. ~:(tIV'5 rpqUiH'd ~)-t '['-:'JI r.'" <::--.rJllr;r's (iur,r:~; !~:p coursP of rrm"tr'.~, . , rl ~;hal~ tee ,lrrtj"1Pd ,!~, ~equlrej C)n curr,plf'!'cn o! ltie \",'r"(~ <;all"f.~~:!n.; pw'lt1pr'lp sna:: be tlJfnl';t~":::t t'., the En~~i nef'I' c :;rl''o\ ~L,1!lll ....ork t18':' teen '-'.hi"~ )~: dC( ~-jT ;:12 ....:H' rhp oh1IrJi:lfiU.", d~'(-: C'fl1e re(~lil'err['r1TS 2. Appr[l"d! WhE"'ellpr ft:e ra'ms "appEwe, 'a~mr~-.al (If ,wpfQ\opr1 arE' :J:_:p~.n trlP -,PH:lflcat UriS they sl"a!l rrCiltllrE' app-ova; ullhe eflgineer 3. Before any we,rk!<; ~!arted. a c:r,nference shall te held tf'l'M,pn H1P ccn~f<l.(:tor W d the engineer copC'pr.llng 'he W()'k ~nr1(>r !hlS Contract 4, CC(lrc1;!!atrcn Coordrnate and ccoperale wl!holh~r COfllract":"i ~o enable ~t.8 work to pwcer:d as rap!dh; and elk1enlly as pos<;lble 5. Inspect/cn of Sltp a. Ccntracrcr Sh.]I,' <1!::ql..o'arnt hm'J.€lf with ali slIe (;O{fdl~tOflS Should ulllJlJes nc,! ~; hc\..n on Ihe plans be found dU~lnq eltcJ\o-.lt:c;ns, ContnciQr 'Shall fJr~Jmp!l)' nC~ifi fhe Eng. for ;r',....l~l1Clrm'r, as 10 further action Fallure fe, d:.' sc Wli~ make Conlra(':t~r liable fOf any and all damage !hmp!f; ;'!'JSlnq horn hiS operalrons sut:sec~olE;nt rodlscovery of 5Uth U!IIII:e!i nc,t "?~i('Wn J~' p~i3ns b. Conlractcr shall rrake r1ecp.ssary adjuSlrrenl5 in !n~ laYl",.:t as 'TIch tp ~eQtJfed fO COfHlectto eXlstmg stlJbou!s, ~holJJd!;lJch- Slub<<3 nol be localed e}(a~__111j as she....n ar'l, as mJy te rPqUlred 1(1 work around e:k.lst'ng ......ork al n::> Increase In cost In H",e D."..ner 6. PlOfpctI(Jn of E):Jst,.nq Piants and SitE: COn;]ltfOf1S' The C(jnt.~1ctor shall take qf~r:essary prpCBu.,ons 10 prelect SITe C(1t"ldlfions to remalll Should damage bp IntuHPd, thiS Contractor shall rf'palr the darr.3ge 10 lis orIginal condlhun at thiS awn elCpense 7. TheEog. re!:en.es the fight to subsltlute, add or delete an)' malerral Of'.erk aslhe work progre~:ses Adl!Js!mr~nl to tt'e contract price ~hall be negotmted If (h:em~d necessary by !he l~ngineer 8. The G'._nm fcserves the tight 10 reject materIal or work whICh ,joes not cunform 10 It'e Contract DOCWl";(lnts Rp.;eClf'd work she'll be removed 0" corrected at 'he earlleSl:c-:;:-ilb!e ~I"'e 9. Wc;rk Schedule Wahln 10 days after award of lhe Contract. the Conlractor shall SlJtmlt to the Zug i l-.eer wClkSchf'dule 10. "As BUilt" flf,gdtlOn Drawmgs Prepare an "As-Burll" dra\\olng on a bluehne prlr'" whIch shall show de....latILn~ frem ~t!e bid documents made durmg ccnstrlJchon affecllng the main !me pipe, controller locatlens, remote conlrOI valves, qUlck.coupllng valves af'd all SprInkler heads Tne drawmgs shall also mdlcale and zhaw a;:,~ro...ed S'Jbst.tullons of size malcnal and manufacture'-s name al1d t:alalog name and calalog number The draWings shall be delivered 10 the Ollvnef before final ac:ce~'anco of work 11. Flna' AcCeptaflce_ Final a~cep!ance J1 lhe work may be obtamed from the Owner upon the satlsfac.tory COmpJeflon c.t all work 12. Guard~~tce All work shall be guaranleed for one vear from dale of acceptance agamst all defeelS In materlal. eQUlprr.~nl and workmanship Guaranlee shall also cover repair of d~mage 10 any part of Ihe premrses resulllng from leaks or other delects m matenal eqUIpment and wQrkma:1shlp 10 the satlsfachon of the Eng. RepairS If reqUIred, shall be done prornplly at no cest fa the Owner c. MATERIALS 1. Gem"aJ All materlalstt1foughaut the s~'stem shall be nel,', and In r,erfeCI condition After award at the Conlract df'ld prlOt fo beglnnrngwork.the Contractor shan ~ubmlt ~or app'oval SIX CCPlt:$ of the cemplele 1151 of rnalenals wh:ch he propo~es to ,"stall CU.1r'lifICS cl malerlilrs dnd flQLi'rment need not be tnclurjed No devlatJons from Ihe speclflcallons Sholll be anc~"ed 2. PlaSllC P,plng All mainlIne p'pe 3" and smaller shall be SChedule 40, T,pe 1120,1220 p"I,vonyl Chlor.de (PVC) pipe and ,hall conIC'," 10 CS-256 63 3. P;astlc FJ!!rflgs SchedUle 40, Polyvm'yJ ctllcmde (PVC) Slardard we'ght as ~anufactUted by Sloane, LGsco. or approve<::: equal 4. Sa!lirnf Cement Comp,. o,t::;le With PVC pipe and of proper cons,srency 5. Sprn_.,:cr Hea.d Risers Schedule 40ga!vanlzed non olpe or Sch 80 PVC for usors Pipe shall be cut In a slandard prpe cuUln: loal WIlh sharp cutters Ream only to fu11 diameter at pJpe and clean all rough edges or burrs Cut all threads accurate1ywIlh sharp dies Net more than Ihree (3) full thread3 shall show beyoild IIUmgs when pipe :s made up AsseMblres shah be as t:elalled 6. AL,tomatfc Control1ers TI-e scr'''"'l<er ~crtrcHe' l5t':al~ be a 6 stat.or" rrcCe, crc'~ Clf"g tcr comp'elel\;' a~t:""'at~c. oce'a~.:,1'" ::;f ....~ St:rlr'l(:er '5",S!em ....e ('C"'~":,;i:er S!"3/ ~ave a 6 st3tlCf' cacac,t\, E~c'" stal~cn St'lali '1a\ie an ,r,,- cerce'"'t W....e ,:::t'~r:: W1:" .3 ""'1"",!l? :"crel"'e"la~ seTt;"gs up ~c 60 mlnLtes ....a:\::,.,.,,'...~ r.:er star;;:" :targes Of" slatior 'if!"Jr',] ar[j tr....:.;'a~ S!3rl',:""'e S~31f ~e eas:ly ""'ade Wlth.,o f~:IS cr j saS::ie"!"'Cil~q ~eCt..I'e,J :-('e:c~!,.o!,er ::cer..;,t:n 5:"1]1; C~C'w;~€, fcr 'ael:: 3C'"ar:Ce Cetween statlCf'S anU3.....a\"l'..lli :,,€'f,Ce In eaCh stater .or -2f"I~al '::Ce'3H;.~ :~~ c:rnc::e' 3~a'l Cr<;,v'de Jcr sche~' JS '1..0 !c2'heetts a~d ::.erT"!"',' f"l"';Ult:.c~c:e :;';::N3! C'" as ~~e...')s e...er'~ ....::.- '!'!"e c:r:"c::er s~al: te BQLolP09d -,..:tM a ""'arlJal star: SWI!cn fer aC!I"atcr ~1 a selT'i.awtc""at:c water'rig .~;.... ~ '1"re'::::r"!r':''ief ~~a:: te -:aC1~lecf cpe:"atlng MvrjraUi:C ':'f"'.t\ce-:.r 24 'I A ;: e'ec!r:: -t.""c!e':::::r-'~'Cl "a'J€S ~ese "'lv,::rau:c car's-:!"],,: t:e ~n ;f'tegra! oarref "r'e ccr"'(:.er a~c: "es,stal"~ ~o ja~age ::;"", Jr~ezl"g 3,r'd COHCSiCr! ~\:'T"!"'g st'lall t:e acc::;o";:::ISI"2'~ ev a Sil"q'e 24'" A C ....mCr'NM'cn Nil: a;s.~ SBt"...e -:lS 3. ~-"e ':'f ..~] Can" a:"'a"ge....er' A 24 \/ A C D';,,:;.'~ .rarSfGr....e' sra;i te '--cucelj '/v'~1"\ ~..e:crtt:,e' ~C'''' '''1-:1 r;,:;,..r: t:l" 3"":0 .rars~,::......:?r sraJ t:e l.,; L,ste,:.:: :I':g1'arr,.,,''',] c:rs Sr'ia::e ":r,'errr:;l.iac:p. ':"r-e Y\/3!: ....:::""--...,ce '::::lr!rCiier cat :"~! '5r'iaa t:e -:;~ ,"'ec!,c~ -c<::ej "'iqt"t""~3C.~ :_.~::i)C Nt':... 5na,'(~',: st .:;:r'':~':'' ~..~ O":;'..lde 'cr a.. a~!'';ic''-.Ie accea-a"'ce -..~ ,j'eer ~nJi: t"e ~al':;i:: k'~ ....~~!~~':a'::f"~. ::1."5 3rd .....a~e ...'.;'... '~e S3.fT'13 .....,"~e.,al t st'la:rcs-cc"s;'L.iC:&::'.1 f:::, e~s", -2c-e""rg d"~ ";r"1e~1':; ~"'p. i:?5~::1 ....p "'::~s r';:rent-cn ,ros,...-..C!,':"."s $l"'ali ce ;;r,r'EC 3""~ :;act'~ "'s,Ce ~,.e :rz;' 1<""fj"!"'1; ~e ';'8"1"~ '''l,c,e JoIt'1e"'- ~r':;')""'r""''''g ~~wee;;.;:~=,:e;);r:e:l5; ~~~!(~~~~~':'i~ .....ar'"".a:~~.~J elf ~'"'e ";;rc :(.'~ca"',( "-~a~,':" ~>w~' ~ 7, Tha automatic remota control valva shall be a globe pattern aleclrically actlvaled, i50 psi raled, Cycolac and glass fillad nylon plastic conslruct/on D'aphragm .hall bo of polyure#lJano material. Sc!enOld shall be 35 walt, 24 ~v,.,~f A C WIth waterpr(Jof- molded coil t"oobie of beIng removed ftom ~he valve With tumJfJ~ c"d and tvr'SI'flg ",."e,\o'olve r:haU te equIpped with 0 hand operated flow ~oll~m stefTl, a manual bleed pl'JO, on; 01' mternal parts -!Jhofl be serviceable from top ofvoJVo WIthout removIng the bed)' ftr.(T;- the IJne, Pressure I')S5 at 30 G PM st,ou n"t 8xeed "10 psi .It IF /,h c:;~ I~ " () 1;1\\ ~, if' "" cf", o 0 ~~ '\, Ii,,) ;.,~A\ -Pm G ~,~'g- 't{. , ~ fiiJ ~ u &,0 (} I- ~'yri o~--'-'~ /,'i- jl' "" ~. cr.l 11\\ lil 1. 9. CcrtrCI ,vIres 24.vOll SOlid -hIre U :... apprc....eo tor :!!'eCr t:~rial f1JfC;Jf"1J \1Ifl''''':;rr' .-\lIre size ~ 4 ,]a"ge 10. S;eeves for CcrrtrCi ~Vlres Uf"cer all Naiks an(3 oa\llrg aro Nhere 'fld:catea 8:'" jt3'.'J'f'jS l:l'./(; ~220~~€0 os plast;c PIJ:e or 'J3Ivar.IZeo "'ea"'I wall steel CCf'ldu:' 11. Spm'lj(!erHeads D. All p'pe. under jn5tt!~:ad in pvc asphalt or c"ncrele s/oeves, e.l.ting or proposed ora 10 be 11. SelV,ce Saddles Shall be Smlth,6lall daub!e .,'ap, all bronze 12. QUick Couplmg Valves Shatl be as noled on draY<'"gs E . WOR'<MANSHIP: 1. Lay oul wc.; as accurately as possIble 10 lhe drawmgs The draWings, Ihough carefully drawn, are generally diagrammatIc to the extent that swmg JOints. offsets 3pd all fittings are not shown 2. The C.onlractor fhall be responSible for full :.t"ld cornpiete coverage of all ir.,,!;ated areas and shall make any necessary (,lInor adjustments at no additional cost to the En~lneer 3. Any major reVISions to the Ifngal on system must be submlued and answered ~n wrllten form, along With any change 10 contract pnce f INSTALLATION: 1. Excavalmg and Twnchmg D. Perform all elCcavahotls as reqUIred for the Installallon of Ihu work Ir,eluded under lhls ::ectlon, Including shonng of earth banks to prevent (.ave'ln" Restore all i3>Jrfaces, elClstlng underground Installahons, etc" damaged or cul as a re<;ul! of the excavations to 11"elf anginal conditiOn and In a manner apPlOved by Ihe :':ngineer. b. Trenches shall be made wide anough 10 prOVIde far parallel pipe tmes, Trenches ror pIpe lines shall be made 01 stJlflClen1 depths to proVide lhe mlmmum cover from finish grade as follows: 1) 12- mInImum cover over maIn hnes 2) 6" rTrlOlmum cover over conlrol wue~ from cQi1troller to valves 3) 6" minimum cover over laterat lines 10 heads c. Malnl31~ all warning srgns, s:lOnng, barricades, flares and reG l;:nlern~ as reqUIred by the Sal~ly Orders uf the DIVision of Industrial Safety and an)' local ordInances 2. :~~n~'t~~ ~~~~~~'~trcl valves where shown and group toge;her where pracllcal, plE.:::e no closer Ihan 12 Inc~es to walk edges. buildll1gS, and walls b Plasllc pipe and fillings shall be sotvent w91ded uSing solvents and methods as recommended by . manufacturer of the pIpe. except where screwed connections are requlf~d. PIpe and llt1lngs shall be lhoraughly cleaoed 01 dill, duol and mo,slure belore apptymg salvenl wllh a non-synlhellC bnstle brush, c. Pipe may be c:ssembled and welded on the surf~ce Snake pIpe from SIde to SIde of trench bottom to allow (or expansIon and contrac'IOJl d.. Mal;e all connections between plashc pipe and metat valves or Sleel pIpe With threaded IIItln9S uSing pla!:hc male adapters 3. Sprm~ler Heads a. Install all sprinklers 1S delalled on draWings b. Use pipe }om1 comp )und on galvanized Iron flttmgs 4. ClOSing 01 P;pe and Flushmg Llnas D. Cap or plug all opemngs as soon as lr:1es have been installed 10 r.revr:nl the entrar ce at maler:als that would obstruct the pIpe leave In place urtll removal IS n:O'::l3ssnry for completIOn 01 InstallatIon b, Thorcughly flush out aU waler fines before IOstalllrg heads. v31\1es and o:her hydrants 0:. Test 10 accordance wl:h paragraph on Hydrostallc Tests d. Upon cemplctlon 01 the tesllng, the Conlractor sh~11 complele assembly and adjust sprlrk!er heads for proper dlstnbuh.:m 5. Hydrusrat'c Tests 3. Request the presence of ttic Eng. In wrl!mg at least 48 rf'urs In advance of testlOg .... . b. Testing to be accorrpl'shed al the pxpense of the Contraclor and In tt,e presence ot the ung lneer c. Cenler road piping WIth small amounl of baCI'.fl111o prevenl 8fchlng or slJpPlng under pressure d. Apply <::l continuous and Slallc water plf\t;~ure of 60 pSI wt"flr' welded plastIC IOinls have cured at least 24 hours and With the Clsers capped as 'cHows 1> Main lines and submalOs to be tesled lor 12 hours 2) La'eralllnes to be !eSled lor 2 hours e. RepaIr reaks resulilOg from tests 6. Autcmatlc Ccntrof/ers D. Connect remote control valves to control!er 1n a clockWIse sefl~ance to correspond wdh station setting beglnmng Wllh Slallons 1, 2, 3, ele 7. Automat/cContlolWmng a. Install control WIres, spnnkler mains and lalerals In common trenches whereve~ poSSIble b. Install contrel Wires alleasI18"be!ow flntsh grade and faylotha SIde and below maln line ProVIde looped sla:::J\ at vallies and snake 'hues to trench to allow for t.ontractiOn of wires Tie wires In bundles at 10 . InlelVals c. Control wIre splices Wi!! be allowed only runs more than 500 feCI COl1nectmns shall be as detailed d. All wire pa::stng under eXlshng or future pavlOg, constructIOn, ete , shall be encased In plaShc or galvanrzed steel condUit exlendlng alleast 12" beyond edges of paving or constructIon 8. BacklIll and COf'1pactmg !.. Aftef system IS operating and reQUired lesls and InspectIons halle been fT'ad&, baCkfIll exca\;'at!ons and trenches With cfcnn 5011, rree of tUbblsh b. Backftll tor aU trenches_ regafl11es5 of the t-ypeof pipe covered. shall be compacted tomlnlmum 90% denSity r.-. Compact !rel'l.;hcs In areas to be p1anfpd bi lht,roughly ;~OGr1inf~ !he t'JCkfdl Jcll:ng process ma-r be used tn ~hcse area3 d. Dress oH all areas tof1f'iSh grades G. CLEAN.UP: RetT',ove from the sIte all debriS i(';:.Ui!;rq hom work of thiS ':.ec!iorl / ' ")~!.f '- '\f 0' "';0..' \) c ~, <<, ~i" CQ'" " o~-:;, .,." ,z"::,...2f' ~ .dh .*, -,'..91 ,~ 411" ~;~ .~ . ; ,~ \::4 3'WE'LL = - ....-..----.... wm,\ RF:MOTE CONTROL VALVES ~~~ ~UH~: _~~.,. -" ~ ~ DETAil A DETAI!.S OF PUMP A/\lD WEll (NTS} [,,~~-~-~l, "J] pJj.}.~VJiI ,,~ TYPICAL )" POP-Ul' SPRAY HEAD ~, ,1 'i'~) ~ ['" \- \ , ',- rIll '" ,.~.... .......-.......J..e. · r-',J---a -, ,,,,.,..,,_..,,,,,,,, .,J.~'" t- ..J - _..x..~....::4~~ ~ :y .,,').~ f ,) l I 1 '- --t L L~, i 1 I I l1 1 l n I, II :1) h,t ~{ k.-.... "....77.~......,.",.j;.....~~~ );. .....~..._.....~ 'l'--H""~ 230 SERIES - AUTOMATIC \~VES b' ~~:~N 9 :y9 ~A::~ ADAMS . CHECKED BY ~v r ENVIRDCI \IlL ~ n~'CAL ,~' pcP-uP SF~~) ~EAD ~- j r:;:-"~ "11 -~~~: ! '1'~ I ,!I . , II P !II l!: .~L _= , ...~ ------:l ...,--~ f-..~ "" ~'" L!,o.> ......... ...~ "...," ""'i,; <: t~ 120 SeRIES - CUSTOM AUTOMATIC CONTROI..I.ERS ~~-, ENGINEEI=lING COt=lP. REV CONSUL TINt; ANo ENVI~ONME:NTAL. EU .1GINEe~s 2326 S. CONGRESS AVE:. \'JEST PALM BEACH t 334010 .~ I I ~! 'I <ill t, ~\r 1<( '" iivft: '~ Ji.'" ~:' II \i(9 ,. -~: o Ii f1o, 2.~~~7 {i J!up 1w. ~ _ n-::"Jr C(l G ""H'<. . " 71 "'".0 "=, fJ .; ir!~:.\! #t~ ,\,It'~" ft..;.-i? =~ ,~ .,.. .--........ l':'~""''-",r?Sl,iV:1 ,_. j; (\ \l(~rr~jl ~: 1!SN.~m~;'/.. .......,0 n j, -,- .' ~N <\'- ;::;....--..f.,' ;,~ >.1J:i~;:: kj~,k( .. i, ,c "Jj, 1"1'2, . ,f;;:f ~~" '>! l < i ~ I t o o \," JJJ 0 ,,.'It; 0 <P l! !E'\) a dJ;M '-1:;..-' A- }~},,\,..; ~;. \\ cc?,,. , I,J" \\ ..,:; t~" ~ ." ". Q; j/~.,; 'f r~ n .~,:r,}<~,,.... iJI 0" dr, " .. & . . ':l{),\t'll " ',? " ,j)",_ c".i;:". j~ ,q;' ~:?<;l,'t\~.. (;~~dl o 0; ~ 'ii,) & .p ::0(:' 1 o (, ,1 u" t"'''. t'" I' "':16 ;;, & ~j',~ " o " ,$ , ~;'i ~ Ge' .~ ':..'~ 3,.d f'" . lc..(r" [ " '4~ 0'" ~. c:<:; " .~ u' (,,, fJ t 6!rx' [,-, '. 't--:-k" ~ ,t, f~~ " ,.,-' j" " " no' ill \ it i .1) ). .'~ ~ , 2', I' "" ;." ~\" ' 10. ~)r:h ,F ".f~' '. " . ....,)'. " "b -"I ~ .rc f,'/ l~." "':,,~.: , " 'Ii ' f"" ~l ~\~y r : r : ( : I r,:y 'L ';~ ). a~ ;?:,'\ ,. "'" /I, , ' ~" -;" ":.,R j,.A '''.... ~.'.'\'....7".. tr''. ". If ,~ -i\'.;'(> ~ ...~Jt t,.G..~'f:1 1/(J ':l ~/~ \:~t... /~~ r ~l '::1r! J}.', ".::I Ii.:! 7 ,I ".I.',.,J.:., ( ;(.~'C'l t{J)jr cd' "'''~!;,. ,,', ~1~ 't~J~ :~ t \\ "f ")i \~~, \VI i",_ ] ,,\~' .... J ~ }j] ~. ( ); !fo\J ~~~ ~i~1 /1 "':~l ~~ t~_ ";, ~"l? '~4 ,0/1 \ , ~ '>~ ,~ ' l<~'p",1. I "";:1 ,~~t. " Ii';'.,' r... s ,~! t1 ,<0 ~1\ r? .ll '" o""'J}~'J ~~] ~, .' I \1 ,~~. - 1.(1 ~r~, 11:1 'f l' f:' '"" . i ~\\ ~ -; p'~.....j( "OJ I~ ~' ~, ~ "~:\ "I~ r ~, ~ Q;~~ t ~,: ~,,~~ ~ }..," ,,'C; ~~~> ,\ '5/ ~~9~'t '1-- t'j "., ~:-'r' ".... ~~:;'.,\;' ,S" (f A o '" ,,6'j' ',::> ~ 'Ii I r o~ ~:1 !:~~" " ,,"" ~ q:~ ~.'.' \~ ~/~-Ij (f P, .~ Clt{~;60' .. C ,o"~ " ~'%'"'''~'~~''.''' fr~~.(; (J , \tl'_, 1'9 " ~,' ) h~\ ~. ~\ \f' d!}i' " ~- ,~r ~) ~} "/ic G., , 1i1~ g, " "-\) t;l <;..~ I) e. dy .~ ;\ di ~, ;~,,; 1 :'l' ~.~ D.I;}) l'tJd'1J '" 'tt, ~ YJ ",:,,~ ~) '" [) '-- ,;J ~' ~f'" L- ;)1l ~",~~1 {? ,: _' 0 -' <..... ):"", \" :!/J \Iff"., /100 ~J ~ 011 ,,a , w (} -::[!?() \'} ~ DO f!,Zl i'\ (; {; ~p'oc ~~ ~, ~\ " ((~ ';~2 tf?D Q,~ .c ',.;;. ] if" ! :~~ 0 <]~ ,~ , \\f)f,l' '~J ':;~ :_4 obn ~)~t. 'J"t~u' l,( c" V~)!l~j ", ~_ v: "," \ ([~'"/"'ii' ft' J~; Q \,;:, ,; t. It,. ~~!", ~~,:\ ~,\{""' ~,'" , D"'\\'~ '~& 8~~tll 11 .' ~; ~ 22 14," "'" ~~ ',;; :.:.(/ .';; . -~'-'~1;;. ,~l\\ (."v' (~~i::i,f{ '':'~~,\ ,;," .~~ ' \ l\-) ?-,,) ~'\~ ((" D, , ~ ~-. ~, 0:, "i:>>B 'j tf(r J~~\~ " o If( II I I I "'<iI'" _.,~,~.. ~"'" . ". I, '", \'( ',c,' ... II ~. ,",!" L".""., . -" ~ , I~'-;t!:r ~':-I( -:\U\ \~\;J" '~~."'\. ,- ~\. '''.' --:.', 1;['1.( ,'-"\,,:(W~':,, ' r-~"'~'1;.~~~A~,-_-~f \1- """--~ ~~"...~~."'~r~~~h~-.J.. " '0~~~~\r ~ -(- [; ;):(~~" ,~~ ;::;j \J (~~~ C;l (.1' Ilh~~:;"1fk..!;J ~1~~P ';Yr\:; ~\'t~~,;":,,,<lp/~/~~~~-_"; '.;,' _' , ,.J; \ " ~ ",r \1 ('>_)~;i \ ..=:}<.. 0 !;rl,.t, . -~( , ~'-.y~, !;~,~~ ~"!'f.~~; '~\ an(~~>,)~ ;{;:Y' 'r)l" ,.~_i:.~_p~." (.' ,.i(" ')), \I.f/' [:..\0;1 ~\) ~"", "1,,' Og }N 0 f?/.~\='" 'iJ. 01,,,. Irll,/,,& :D'P' 14 0,'" <i:"c~.if:r."',"".,;,','",'.";",!I, ,:t' '(I:' fr"\;' 'k""Ii" ~ \,' '.' A. Ie i..,', ~,' >t". " ", '",,'-' _"""" >''1'' , ' \\;:;.,,,,,, "" Iti ,.,. ;;:;).;" l 0 8kll ,,/1)\9' .0 "", ,~. IJ!,!.' , 0 L"iP ir.", ';'i)"'rO ", :'!."l'liV"," \)' '-\J .', 'J '" .j~ I I,.,.', ~~1~ ~ ::? ,,11,",,1'(/ o~," Il1' 5),.f~,;1 \) J 1.) , :. '- I f,r ~ -=-li Itr-~ >; . "- r!i.)IJ't1~,f'0--~ ~ \\ ::;-~, ~1{.r;.~ ,J-}'f.--- e/ t1~~ o ~;A;' i5"'~h\ '" '* 0r W'\'" rl..; .. ~" )"},, ",,//' .-( , 'If'",," , "n,~,'~,},. " ~".,"" ';. J~~, ? ft ~ 1~ \fI, OAI \j 0 !ir~: :P,_ =';:'r-;~;K "'~rP _ I ,~~::Y 'i.'J) .~' . '" ,I' '.: "", It. "J;; ~otj,,_,., \;..,'11..,." ~~,'~' I'''~., I'\'"r "",e,; "'(/ ,', "," , ~"r ",_ ", , ' ~' I v./(-j' _ n \~ - ff ~ :t:~ 'f/{~\' - -:~~}li~ l\ ~p" :~ L;:"~::: it \\ ~'.l,' ,~ " I"""';'" 0" <J ~ ~~ ',,- J' " H - f' -o? - ...0 --... ri ij ! ---- ~~._- ~;~ ~ 1 Nt 20'08" W -774.00' 40,00' .\ ~ "I t"' Il'i ... . , 10,0 10,2 .7 o. 2.~ " SCALE: ,"" 3D' .z., ,(fry \-~ ~ai \~ ' 14 \~ 1 0:: 19 ~ I~ \~ \ /I . '2.3 co 0, lO' <t <t I s: 1O N l\l o co. co, 001 12 ~ 13.' ". \1 . '. \~ t't'~E~ l'o-, AR\~ -25.00', J i " I / \ /'..~ S46'4S'2I/lE-::;.s.OO' r----.-/ . i. SO 5I'37"E-25 00' I .. -it <;f ~ 1\1 .., N (>~ "'.. lJ) I HERES) aRT,;;c~ T.,A'r S~<.'!t'/ ,1r St''iVE\ ,'I' '"'HE AECVE DCSl'i?I!3F::- rRl:'~'iRTY rs TRlJl: A'JO {"(lRREcr r;" -.: "1~ ~~S" ~l:' 1'.t\' k\,,'\~l.~rG~ AN=-' SF",;:" II" ~;/'tf&-7 NAB;r. h.'1.NS ~\ a",.:c, \:L Et\i ~f\!Sf>''''',j \,~: hEG t.AJ.~(\ e., RV~":~ 3~4Z fiLa ,... " . (2-0 12 or ." ... II '" PO.B1t- ~ -0 11 o LO S 0'5I'37/1E-744 47' q~-!" f .. , ~;' r :; -, ~6 ':;'11(; --.. - --~._. ~~ --- ... ~,~--- .------. ------' - -+-- ,..-~~.--~-"'~,-- ,i;;-. ~ ~,i- :" ~ 3'~ Cf.. CONGRESS AVE CONGRESS LEGAL DESCR/F'fION. A PARCEL OF LAND IN SECT/ON 30, T 45 S, R 43 E. PALM BEACH ;;OUNT\'. FLORIDA I MORE PAR'f!Cln..ARLY DESCR/5cD AS FOL.LOWS:. . . 0 COMMENCING AT TF:E SOUTHEAST CORNER OF SA!D SECT/ON :10; THr::NC~ NO !;r':37"W, A DISTANCE GF 40 rEFer; Tffi::NCr.: s Sf)~22'/5"W, A O/S'j';~NCF. 01" 50 ~E'r TO mE POINT OF lilEO:>/NNING; iHENCZ CONi/NUE S alf 22'/5"W, A DISTANCE OF 445,08 FEET, THENCE N I 20' Os"w, A DISTANCE OF 7 i'4,OO.FEET. TH:::NCE ALONG mE ARC OF A CURVE CONC~Vr.:. TO mE /l/ORTHWEST, HAVrNG A Ci::NTRAL ANGLE OF 6'4:1'40, A PAl',iJSOF !949 86 FEET, A LENGTH OF' 228 9S FEET, iHENCE ALONC, TIlE AI1C (IF A CURVE C~NCAV" TO THE ~lOUTHeAS" HI,vlNt. A C'!NIRAL ANGLE OF 4' 52'O~A ItA,ltUS OF' 1869.S6 FEET, A DistANCe: OF 15().;I,2 FEE,]:, THt,NCe s ~t~7';S/lE. 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" 1\ :: 6 43 4U __~~ L..) " ~-=-r-----~ rr:r- .- 86' L~ ? 28.96 vI R:::I':!-19' - - I S 3037'36f1E - 5,0 0 ! 0 , t.... = 0 46'05" R ::,; 8 6 tl 8 ~3" L. .' 2 5 00' s d 5 , '3 7,"E: ~_5~..o_ O! j i . ~-' .''''' A . .. "", ; ~,),- / ' I : I ~/' 'I' I , ~ ~ .oj 0; i ~'I O)! ,,) : o I II ~i I:~ n : 2 32 E 474' o PARCEL N I I 3::, co o ''tt "'.t ~ ill Ii) I TO SCALE I /I ::: 'I BE - o ~1 w (4.08 ACRES) RELEASED - ~ ~I \ ~ \~ .~ F?o.S. 'tf) I~ icr ,~ ,t) 2:: S 880 22' 29 "W_ 438.23' .W .> i<! I PARCEL - o o o co /'f) 'cvJ RErvIA/N/NG ,". , '. 3:: ( 3.8/ . ,.... Ii) ACRES) ~ ; NO 51' 37"W-40'00'--> r<l ~ LEGAL DESCRIPTION: CPki.\'s.c:...1- S .E. COR;g':~ SECTION r' It - .. ..;;. PARCElOF , LAN!) IN SECT'ION 30, 145$, R43E, PALM BEACH COUNTY, FLO~', ~ MORE: PAR TlClJLARLY tr~~~n~JHaED AS FOLLOW S: ~ 0 qOMMENCINGAt THE SOUTHEAST CORNE~.. OF, SAID SECTION 30; THENCE .! N!') 51' 37' V,,,, A DISTANCE..OF-.40 FJSET;.THENCE-S(iS6f'~~f5!~W,A.DISTANCE.OF 60.00 FEET ~ NO" 5J'37uW, A DISTANCE OF 380.00 FEET TO THE POINT OF BEGiNNING, THENCE 888<' 22'2?'WJ I. 0 438.23 FEET~ THENCE Nlo2008W)A O!STANCEOF 394.00FEET; THEN~E ALONG THE. ARC OF A C.,i' CONCAVt fO THE NU~THWEST.lHAVING A. CENTRAL ANGLE OF 6043J40'~ A RADIUS OF 19'~ FEET, A LENGTH. OF 2.2.S,gts Ft..Er. THENCEi!d1:0N~''''I.HE' 'A~C OF A CURVE CONCAVE T SOUTHEAST, HAVING ACENTR;t){L"A~:GLE OF 40'521 Oe ~...~'ft'ADJUS OFI@S9'~6 FEET). A 01[-. OF ! ~8'82 FEET; THENCE S3037'36*E, A OISTANCE OF 5.00; THENCj: 4LO~1G ,HE ARv P~k' CUHVE CONCAVE TO mE SOUTH 1 Ht\VING A CEJ'1WL,/~NGLE OF 0 460_5 I A R~D1U:S., O~ ~ .. \ FEET, A DISl:ANCE OF 25-00 FEET; THENCE S 46 4'821 EloA P1S.!fNCE Of.35,?c1 ~f.L 'f~.i:,. SO~ 511:~r7"E A D'S TANeE OF 25.00 FEET " THENCE S 88 12 32 t, A 01 S T~N(rt 0t- 4 1<', ~ t ~ ~HENCf- 50051'37" [, A DISTANCE OF 364 44, _Ff~ET TO THE P01NT OF 8(G1NNlNG., CONT,.\IN1NI:; "o<Zt* ACRES, MORE OR LESS, t() o o , \L z ~ ~ .~ y ~.. ~ kJ l' r f el 4) ~;1 II f::l'~~ k?;r:J ~~rh i~o .... ...... ..,' .' .' . ~~\~~_~~~-'<'[~~ ~, ~ " .r----c~. ,.~..'\ ~ ~~:.~~;:5~ NAEn~ flAN SEN. /ii' C , p. r FLORidA 1\EGj-$T-ERE(~ .LAN, .... ~..." S U R-:V.~YOf> NO' 3342. Z 6-8 i\ ~~.1~~"-" .~~~--;;::\~ o \. ; $ , 1 ! A-' ~j I > '~\ ~.'" o ,V' . ;/ .;., () Ii Ii 1/ II ..,.....'~.(I. '. .;,.\,"" ...~,~'-''''-~ .' .~ ,-".' $ . "lr~ ~\ '.. "-'" "~',g'? &" ~- ,,/ . _$.... ucti: d'l) ;'1~ \\~\~ 'f', '. ft '. \; \ c' \ b 0., "f~ I:: ,"" ,i1 :t;; 1~)J, c.:;:, ": ':~ i}(. '.'. 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P'~~Ci>Ji G (flJ 0 ~ ~ ~ ~ tG~<l~"J;1'::~~~.. -<d= ~@Of19~ 0 ~ ([C3t'J <=2 4@.(Q,){))~ o .~. t@~~a~Q ~y~~ V ~t>>..-:- r-- LR'I6iAl rrH<:~c~npu~o~: (\ Lf,~ ~\S;.e> (REMAINING PARCEL) ~ PM~<SIQ,.]I D , f i \ o \ o ~~ 1B~ ;~~ O. - 0), N o - (~~ : ,;,~ ;;~" 'i~i'~ ,,~.,t' ,,' t'~~'~~l~ .~.;-'t~,~ l~~ ,:~;;'\o ,,- 1 ' ;,;, w .r" :D :iy';;~ "L ,.., , 0'1']" ,~, J; ~f '" ~,< :':'1 o CI ::' ,~,(vy ':, ~~~ ,=,~~j.~ ~,,1 <<;;;':1' '~ ~~lJ,; ;w;.&-.;; ,~~,~. ";"j~ "''tl';t''" . o :i;~ :..t.:J 'I-.~ 3hg r.J ~r; G )~_2!~ o q o co (""') (I I.... -... .; 4 ~ 2. \,.,:'" , R ;; 1869'86,! L .:. /58 82 j o . .., " f S4ti48 21 t. .5600 /' , \ . 1 Il ~ 4 \ II "" PARCEL o ~ ..& ~ ~~ ~I tl RELEASfED ~ ?in "'" ~ \~ '~~ N TO S~UE C:J ' I c:t ~ 0{) BE , I I~ . .~ I~ I~ r? 2:3 @ <<J> 0 o~ ~ , (~.c)~ &iORES) t,o .' ~ @@ Q C2~' ~~ 00 ~ ~ ~ ~Q. ~o :\~ ::...:.I ~i,r"'- v ( . REMAINING :3 P~RCEL ____ """ " """ \ \ \ \ I - 1..0 o o ("J o r-i ( 3.e! ACR~S) z ~ ~.::'Fl']".1 .\.,~"i") 'c' , ' ::,;0~' "i) , ci~' ~"'.' ~ ,; :.' ~l ,~4\A " 1 .;v, , ,c'~, "I "'--. r A PARCEL OF LAND IN SECTION 3D, T45S1 R43E, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 30; THENCE N 0051' 37" W, A DISTANCE OF 40.00 FEET; THENCE S 88022 I lS"W. A DISTANCE OF 6Q.00 FEET TO THE POINT OF BEGINNING; THENCE CONTTNPF S 88022'15" W, A DISTANCE OF 435.08 FEET; THENCE N 1020'08" w. A DISTANCE OF 380.00 FEET; THENCE N 88022 129" E, A DISTANCE OF bJR. ,,> ~ FEET; THENCE S 0015'37" E, A DISTANCE OF 380.00 FEET TO THE POINT OF BEGINNING, CONTAINING 3.81 ACRES MORE OR LESS. NABIl HANSEN. PH.D.IF.S. FLORIDA REGISTERED LAND SUR V E YO R NO. 3 3 /~ 2 '.~':J t\- -;'~~:~(.~A~' ([t, .;',:'3("":: ~r, 'e; ,;., '" ~~'<~\\;;;:,;I \.'.'..,' . ;'{;' n"' ~~j,~ j'll'}' h '" )' " 'l"j.~ r- ,'\\ I r'$~' ti~1 '. t'1~ ~"' (, /". liiA'.r,.' ~~',.,'~ LP. u I{'~ ~ll:,~1 l ' ~~; \'::: f,,!?'e to,,' t-') f,=~ f{:~. 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":""'.0". .~:; ';: IJ ...: 15.4 , B I - THRU SECT/ON TRENCH B" 60:' II--"y "E" ''''-1 L ,,,/~:' 2l 2" 1 2"~, ~ r ......, -~ .. nPE "E" GRAfE::SAIiE = ,-=...L C) 0" I=~= -r . b5~ ~ 1 = ='-::1 .....:L "-= ,= y- , !.- c" ,;I '-4 2.... "'LAN 1",-. -2/,12 F - "f7,-;- J~5L1f;: a k-,.~" . ,..i. \5~ -jl-,l~ 112 'w'Yz j I! ~,:' ,.'" . GR ~s -ri Y4 2.r4~- If- ~ At ...L I I GRATE.::l,j; I .T::-~l:..=:...1n ! 1t413A"lS III i J 12'''O.C. ~ I I ,f;:"''::''::.., (, \\ I II ,) , _ ~... ill , t + -~...:;- =r ~ 1:'.~ STo. INLET TO BE l'SED AND MOD- IFIED TO PROViDE WEEP ;:OI.E AS SHOWN BELOW. "A".~ '., . ~5 '''' ',' ,,'" FOR PERFORATED C M P CCl'ISTRUCT OPEN JOINT Ill';' APART AND OVERLAP WITH 90 LB. FELT. ~ 90 la FELT '- 5" THK, (3/~' jl PEA ROCK - '2 ' L, 12" t THK (11/2 I ROCK -, II " iI II :J 1=- L- I.'" 'en )-. ~ 'u 01= "" ., 0'" O:t 10: ~~ ~~ NON - PERFORATED A L.C P (LENGTHH'VAFlIES) _ou_ .~_______ ,-TYPE 'c" GRATE (U. S. FOUNDRY :II 6 - B ) (SIZE: zr ~'8 X 35 7/a'l TRENCH SECr/ON AT INLf:T ~ /" SURFACE VARIES SELECT MATERIAL PLACED AS REQUIRED ..: fJ) u' ii: ~ 90 LB. FELT -, ,. PEA ROCI< (31a1 I -Z_, 'i <) o '" !h ll,' --t--, ' _-:-1. z'.. 3" i , 4'-5"MIN. *.- HEV, /3 0 I ~.: . l , o ' J oj ~... '~.' ~.- 5" If 4 RODS,OJIZ"O.C, EACH WAY 4-0"D/A, / 0: iU ~ '" u ii: '" " u i: I- ... ... ~ D '-' ,:':ANAL L.26 EL[V B 50 0: W , C) <oW lL~ 0'" ..,0: 2~ ,. ~o 0' '" - ll, 24" PERF PIPE AlCCP ;'. 30' SCCMP [;l ii: 3! TYPE DIMENSIONS MAX. INLET ~,4" I/e" "cH.l"Du "E" SIZE tf.C.P. --:: II l2.!.o' ,t-4'l3'-d ,t" '.e "3-1" /s" ':~ "E" ~'-d' 4':..5' 3':..4' 4'-4 1':..5" 30" I/Er.torf* 5-0' 4-6' 3'-4' 4'.4 1'-5" 481/ ,_,~L_ ~[ .., I I I I I I I I L.L____-.l._...I SEE GEt/lORI.l NOTES SECTION NOTC:'( I) SEE STD. PLAN FOR DETAILS WHEN - USING TNIS TYPE INLH \'11TH VALl..EY GUITER ROAD SIECT/ONS, (2) FOR t.1OFiE INFORM/mON SEE D.O.T. 19TG STANDARDS INOEX Nil 001 _ 03 I", ,1 ~5.6;t (VARIES I GENERAL t.JOTES * BEVE~ED EDe.ES: ALL f::XPOSEO CORN~RS AND EVGES TO BE C.lAr.IFlrnED 3/4" E..QJJJ!lPlI11R~J I'lATIEI'WII. : WHERIZ r.MTEflItlL UNSA'tlSFACiORY FOR FOUI'lI:iAiJON IS ENl:OllrJTIERfrO AT Ft.OI"I LINE, 1H.1IT f'LOOR tlNO CARRY \:IAllS DOWN TO S"'TISFA~TORY FOUNDATION. BACItF/LL TO rt.ol"l LINE mTH CL,I:AN SAND. CRATES:CAST/RONc:ntiI'ESINACCOI1DANCE l"/ITH FLA. D.O.T. SFECS. ...!fiLET TYPES: IN'_ETS ARE TO BE AS SHOWN HEREON. TYPE"E MOD" IS A rfPE "E" TiJRNEil 000 TO RECEIVE ItC.P. UP TO 40' D/A. INl!.ZTS ~ECEIVljlH~ R.C.P. L4f~!!:"l- THAN "0' OIA, SHAll BE IN t!.CCOROANCE \'11111 FL.1. D.O.T. STM'JDAROS. r.lATERlAL: INLET l1At.LS AND FClOT/f4G MAW EiTHER POUFlED -IN - PLACE 2500 LB. coj'fC;(jjf' PRECAST CLASS "A" SOOO LB. CONC; OR STANDARD MANHOLE ElRICIC (NO EllDCK) filTH 1/2" PLASTER (NO L/f.1E W!Trl d' PRECAST CAP. -H~ ",.~ :E ~ I- ": !!l if) j "" l!l , Ll 55' T 55' I : ~. .. ....... 5' -. +-*i EDGE OF I I I PARkiNG lOT.," I :...... I I i-i 1.. r' 5" I~ ~5' 6' -.j _ i I' /(0") fA\ .-;;'\ (-12")-....., ,..(-12') lC" I : r 1/ /,::.J ,il:J _ ':-"'1'~' f - 'U) -I.., I L_________ 1; .L_______J -"'----.I &.._____ @ @ @ LEVEL LINE a MAXIMUM FLOOD LINE 0" PARKING PAVEMENT I" ASPHALTIC CONCRETE TYPE I( SASE COURSE 6" APPROVED COMPACTED .')HELL ROCI< IN TWO EQUAL LIFTS COMPACTED TO 98 % DRY DENSITY. '01' , '<'. 5" ElE'/ 1/70 EU.V 9 ()(1 ~ j ~ 0 " ....-0 .f': fo, ~." " .-i.:t-.C>-t:.. I '", o .~ :m .. 1 C. b-.~,( o ,f p ,.......:1 4 ROD,S .,; 6" 0 C EACH WAY DETAILS lL -"'~- ~ :;r PAVING DATE' DRlwm BY. CHECKED BY: AND DRAINAGE REV I ' itr " j1i;"(f,,'i :,J'::~ ~ ;<<~'f{~Z;'?, ,<, '-' if' \'\' C" ..if 'it,. ~i~, j(~' .,~l~;; " i:; f(;' " ,;. 1I .......r--.:.-.. "<,.~;~,,..~~. " \~" , "' <~. ~,:;;,~:,:- "',l~l; .. U""'~~ :JG .:r.":;l-;,,:-r;,:~.;,'>,, ';.. ":~r,.-.:~",:. r;'~- !) ,~, 0 0 . \ - A' I! !S ;"~J~'~JJg ,.\1 0 ~~,\..t,( ~ '>''':..0 f).U.,,~ c, ~,t;~,.~' ~':' '1--,' '.'..'" ,~(j~.J) ~,!."."'" 'ir~~~.:.'~.: i! . ,. ;~:; I'<\.. ~ k',', L",'. " ~~'. -""i !"0:J ~.~' ,\, C [...x,...., e~ rl,f. JjJ ; !.~ " M...: t> ~'. c.'.",' 4~ G "'~ .% .~ \\:", B'},'~ '.( };f eIJ ~%,'~. @ ~;,; 0:\ ~~ fj ~ ~ t~ [;[:-.';!..; i , , D~ If: ~ fr\, ') ""1\ ri,' R'\' EL' ~':<l- ,"~ 'r t..(..~.:. .~ ..~ r."'.".-.'~ t.= C~ ~ ~~~1 (~s ~ [~.(. J( {- If" ;p 1;, Idf, r~ r~.\. ~'~ ~; ~~ ;:l:::J 'L B~~.~ .1" .r t ."" "~ o ~-r:. '1"'r.~.cc::r- -~ ~- i ft!-.E~'\,~!NG . fWD GRUBBING- WITHIN THE LIMITS OF RIGHTS OF WAY, ALL VEGETATION AND ROOT MATERIAL SHALL n ~m u~ g!ll;1fW..- WHERE GUMBO OR OTHER PLASrtc CLAYS ARE ENCDUtlTEF1ED, mer SHt,LL BE REMOVED WITHIN THE RQAOV3<Y II. AREA uNE FOOT Bi!:'LOW THE SUBGRAOE EXTENDING HCRIZONTALLY TO THe: OUTSIDE EDGe or- THE SHOULDER Jt"1E,!I. U 3. J:1Afi...fl.PML- IF HARDPAN IS ENCOUfJTER!D IN THE ROADSIDE SWALE ,IT WILL BE ReMOVED TO A'tJItTH OF fl'lO FEET ~ AT THE sv.m.E 1N\/Ef'lT AND REPLACED l"II1H GRANULAR MJWERfA.... n "'~JCj( ,~ND PEAT-IS: t.R/Cl< J}J4()/OR PEAT ARE ENCOiJiVTEt-1ED IN THE RWlD RIGHTS OF WAY, THe')' WILL BE REMOVED ~ COMPLETay FflOM 'rNE CENTERLINE OF ROADt\~Y W A Wii)T!.j OF 't'EN FEET BEYONO Tm: EDGE OF PAVEMENT \11 AND SHALL f1E ii'JAC/(FILLEDWITH GRAN/,./LAR MATERIAL. !I :;. .lJIlLl,m:!i.-. CONTifAC1'OR SHALL SE Fl. ,ESPOi'::SIB!.E FOR 1,L1_ UNDERGROUND UTILITIES, WHETHER SHOWN OR NOT ~ SHOWN ON THE PLANS. r~onFY ALL UTlLUTIES INVOl.VED PRIOR TO CONSTRUCTION. 6. PIPE BACI<FltL -REQ!J/REMENTS FOR PIPE !311CI<FILL CRO$SING RCMD3 OR h'!RlilNi;; 14RtAS SoH/ILL BE AS De"9NE!> "'iNfiTE: !:LOrmrA D.o:r. Sf>ECIFIC/l.'r'lONS, 1913 , Si::CT/ON 125 -8. PIPELINE SACKFILL SHALL SE PLACED L'I1 SIX INCH LIFTS AND COMPACTED TO 100 % OF i'HE STANDtli"ID PROCTOR (1...tl.S.H.T.O.' T-99-6i SPECIF/CIlTIONS) n SEQUENCE q~P.UCTI.aN - SE(~UEI>lCE OF comlTRucr/or.] - SHALL BE SUCH THAT ALL UNl:J~RGfWUNO ~ U-r/UTIES SliALL 5E INSTALLED PRIOR TO 1\10ACWAY CDNSTRUCTION. f~ .lli!:QL -- ALL INLETS SHALL BE TNE TYPE D~SIGNAT~D ON THE PLANS,AND SHALL BE CONSTRUCTED IN '~. ACCORDANCE WITH THE FLO(iIDA D. O.T. SPEcrrlCimONS ,1973. SECTION 425. 9. CORRUGATED AtUMINUM prDE - THEPIPE SHALL CONFORM WITH THE (~EQUIR€::MENTS OF THE Ad1.S.H.T.O, M-196 , ANa WITH THE FLORIDA D.O.T. SPECIFICATIONS, 1973, Sl::CTION 945. ~ 10. INSTALLATION OF COR,''iUGATED ME.TAi.. PIPE -- ALL JOINTS ON STORM SEi'/t'.:R ?IPE SHAll. BE t,MDE Vi> WITH U 'ONE-HALF INCH NEOPRENE. ALL BANDS SHALL .HAVr: THE SAME CORRUGATION DESI GN AS ,THE PIPE. THE ~. WIDTH OF THE BANOS SHALL el:; AS f'OLI..OWS: 12 INCH WIDEIJPTO 4G INCH OltH,lETER PIPE AND 24 INCH WIDE OVER48 INCH DIAMETER FIPe. NO JOINTS SHALLBE LOCATED UNDER THE PAVEMENT. SUBGRADE - SHALLl3E STABILIZED C75 LB. F B. V. J AND MF.ET TIlE DENSITY REQUIRc,~ENTS AS CETERI\HN~D iW THE A..o..S.H.r.O. T-180-61 SFi~crrICAT/ONS. SU9GPADE SHALL EXTE'ID 12 INCHES l~EYOND if-/E ~ PROPOSED EDGE OF PAVEMENT. SlJBGRAOE SHALL BE 12 INCHES THICIe cor.1PACrt:D TO 98'~ ACCORDING , iO A.A.S.H.T.O. T-IBO. ALL f'oWCU, !STUMPS, ROOTS OR OTHEF: DELETERIOUS ~jATTER ENCOUNTE/.(ED m '. THE PREPARATION OF THE SUBGRADE SHALL BE REMOVED COfj'::>LET€LY F'ROrJ THE C:ENn":RLlNE OF THl: ROADWAY TO A WIDTH OF TEfll FEET l3!;yoNO THE rD~c OF PAVEr.rlENT. IF THE SUBGRADE IS REQUIRED TO BE ST4fJ/LlZED, THE REQUIRFD BEARING VALUE DETERMINATIONS SHALL Sf: MADE 8Y THE FLORIDA SOIL ElEJl.RING TEST, TEST ArETHOD 'c' OF A.A.S.H.T.O. T-180 -51 SPECIFICATIONS BASE - APPROVED 1.0CAl S;'iELLROCK BASE MATERIAL SHALL BE COMPA~TED TO 11IOr lESS THAN 98 % MAXIMUM DENISTY AS DETERMINED BY A ,A.S, H. T. O. ~. - 180-6/ SPECIFICATIONS, ANe AS CALLEe Ft:H It<; 'LORIVA D. O. T'. SP.!CIFICtlTlONS,I973,SECTIONS 2..'50 - 8 ,SHEi..LROCK SHALL BE FLAC1,,[) ANt' I'OM~CTED IN TV/O (2' EQUAL LAYeRS. Pi1IME COAT - l3ITUMINOUS PRIME CO.dT SfiALLrONFOi1M wm} THE RECW!~EI\1ENTS OF THE flORIDA o,or. SPECIFICATIONS, 1973, SCCTIOllJ~ 300, AND SHALL BE APPLIED ATTliE RATE OFO.25 GALLONS PER SQUARE \ARD, UNLESS A lOWER RATE IS DIRECTED BY THE ENGINEER. TACK COAT-BITUr.Ui'JOUS TACf( COAT SHALL C::lNFORM WITH THE REQUIREMENTS OF THE FLORIDA O,O.T. 'SPECIFICATlONS,1973, SECTION 300 , AND SHALL DE APPLiED AT THE RATE (11" O. 08 GALLONS PER SQUARE' YARD,UNLESS A VARI,~t'ON IN RATE IS .~PPRfJVED BY THE ENGINEER. SURF-liCE ,,'PURSE - TYPE S - I AND TVPE 1/ ASPiM!.TlC CONCRETE SURFACE COURSE SH~LL CONFORM WITH THE REQUIREMENTS OF THE ?LORIDA D.O .T. SPECIFiCATIONS ,1973 , SECTIONS 331 AND 33.~. THE MINIMUM COMPACTED THICKNESS TO BE AS NOTED ON PLANS. SPECIFICATIONS - f-~WING AND DR'AINM;E I. 2. 4. 7. a. II. ,I !I 1--1 ~ ~'-'!J P. I.~ ~, [' , [:4] U ~i> [' kri W',,' to!' ~ ~~~ !i ~!rx G( ?( Ar. ~. < 1,:)} ;tW ~:~S W.\ \"~ (,~~ ~.~.'1 6"\\1 ;Iii) ~[ 17~Fi l~ [..~.J) r: (b !f~ 01 t:?~..L ['1 rl~1 ~., , .2~{~' .' ,.J~ t::: li ... ),,,));! ""<"UD f""; I II ~;~ D fiT L'i' t)!i n~,~ ij.~ l ,~ ll~ {l ifF'" '.~ ~ ,r:~'~~ J~~ ~p~ I "' pjf::' L~;i 'Q t'~~, fl)f~ t. " 1::~ 'k', [l, n.~"~ k I: 1)-' Ilh/fr Ij y,v ')1 .n, .\112 v,( ,,~'f I l(/.J.C !r~., ,\ ~'il\!)f "'\1. I\\!~,;rf f";::'(,,,.1 ~\\1. "'::,,?-" '... \' 12. i3. 14. 15. 16. CONCRETE - ALL CONCRETE SHAll OEVELOP 2500 P. S. I. C MINIMUM) 28 DAYS COr..iPRESS/VE StRENGTH ! CLASS I CONCRETE SHALL CONFORM WITHTHE FLORIDA D.C,T. SPECIFICATIONS,1973,SECTiON 345. .<GULATIONS - ALL 'ORSTRUCTtOR SHALL .E IN ""'ORlUNe< '''TH THE CURRENT C,ty OF aomTON :' REGULATIONS, AND THE FLORIDA D.O. T. $PECIFICAT/ONS, AND ALL ADDENDA TO THE ."'SOVE REGULATIONS AND THEIR LATEST REVWIOI'tlS THERETO SHALL GO'lirflN. 17. 18. IS. .ELEVATIONS-ALL ELEVAi/ONS REFER TO N.O.A.A.. N.O.S. DATUM, M.S.L.oO.OO FEET. A$-1SIJILTS - The CONTRACTOR SHlll'- COMPU!TE "AS-BUILT" INFORMATCON RELATIVE TO LOCATION CF THETfiLETS AND MANHOLES AS WELL AS INVERTS AND RIM ELEVATIONS. GU4R.~NTY - ALL MATERIA!.. AND EQUIPMENT TO BE FURNISHED AND fCR INSTALLED El'j'THE CONTRACTOR lJNijiifrHis CONTRACT SHALL BE GIJ,.~RANTt:O FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAl. ACCEPTANCE THEREOF, AGAfl\ST Di:FECTNF- MATERIAlS. DESIGN AND WORKMANSHIP, UPON RECEIPT OF NOTICE F'ItOM THE OV'Ni!:R OF FAILURE' OF ANY FART OF T~:E GU~RANTEED EQUIPMENT OR MATERiALS, DURING THE GUARANTY PERIOD. THE AFFECTED PART, PARns, OR MATERIALS SHALL BE REPL,1CED ?ROMPTlY \'IITH NEW PARTS OR MATERIAL~ BY THE CONTIlACTOR, AT Ne EXPENSE TO THE OWNER, IN Tl-IE EVENT THE CONTRACTOR FAILS TO MAKE THE NECESSARY REPlAC'EMEN'f OR REPiMf./,S WlnN'IJ SEVEn OtlYS AFTER NOTIFICATION BY THE OWNeR, THE OWNER MAY ACCOMPLISH THE WORI( AT YHE EXPEtofSE OF THE CONTRACTOR .. 20. V/ r~, fI--' , \:'.1 lENVi~OlC!VH_ ENt!::3Ii\HEtER1NCGi CORLO. REV CONSULTING Af\JO t:NVIfl:!lONWH::NTAL t:NGINt:lERS 95 MERRIClf WAY, CORAL GABLES 1 F'LORIDA 33134 REV w -;",Q pI > I' "C,"" / "''' ,11',; ;,)':'---- ;l~t(~)~ 0 t~V ,,,,Ib 2 ii),,\'y,';' ".)\,) '!,~\>~ ;] cOJ', :") \J '1;l ;'JJ if-' (1. .J ~ ~ tt 1/ ~, ~~ ~ v' \ ;:-"': ~' ,IS j ~ J 1\"1 zu d ~ ~, ~,J ~J 7d ~~ ,I, J,f," 'iV J \j J{ 1:1 ~ 1 .' pc If ~ ~ ,J .1 .... ~ J ~ ~1 8M ~, ~ !~ _I, "-~ ~ ~ ; ~\!.. ~ ~~ ~i~ c"Lw ""\ 4 ~: r ~t .' f J d Jl~ J 9 ;::'{ ~ J ~ ~l ..4 ~ ~ j ~, ,j . ! " 8~" 11 11 .' J ), i\ f " """>.." ~ J :1 ~ 17 x 22 14.5 ~ J J 1:1 il '_ J - Y. 1 j, ' )1 \. ~ ~ } .. ~ ~i~ ' Q J j J J J 1 ~ 1 I t , 1 " "~L,1l -.t"-"'qt"=~'~-:1r-,~,...,...>""..,,y,"~""""A;,\-,"."~..,,.tt:41'.'M~~:-.l!;~ """"'''';~~-><,-~:;'~~i ~( \,\".-'X~,~ ,,(I-";_:~'. ?dt':iC:.~~, - '.,,~~:~ntl;:' ;l;',~,."rr[l':~ ~,~/ \"~;~,;" '5~;'l'~V:~~:;::",~'(~;F .,~ ")"'l ,_,"L.:x(~".j) /.~',..-f;:;", ",~,} ,'~,,:~'Z "i(;....' ,::t};if;~\, ' "eft:;.-., \~Y~.'c'<;>,(fc!".2.'!"\;i,)G, J\;:::'''iJj:,'i.dh, '''ljJ").'1.''!i;';'/'.,,II,,'':'i) ,!,j.F"~,r \\,)J17".,. ",\ ,1,=1>,' "'-,t ..'.._ a ~, ,~',. t, t: 11 -Ill SAMPLING POINT "'.~\ 0,1" l if=Z]=C::::= SCALE /"" 3D' CaNcf5JfP1!€SS r r;: Mlf1:JfS, "~25) ~~U\) (J &;Y'U I nTTTllJ1 65~ 5 '. 'PJ 1/8'/ FT C.O , ;r:~ / y C.O IL JI _J Ii II 0 \ \ \ \ 1\ ~\ ~\ \ \ \ \ \ \ \\ J.-J \ : \ ---" ) \ (, \ I . -/" --~-0--- 1D I \ \ \ \ C .J l tC) (!) - o , -CD ~-' : -~; ~.~'G.v.1 , T.~E.A',6"G.V. i , I I I -- ~ TIllTlO1J T I ~-iL- _ ' ri-TIT:' i I ; I U I : 260'-6" ~ 175'-6" 275'-6" 900EL . 1D I -1n ru 1IIIi ,U,. LUUJAlIJllflLLLLll1 n 0 i IT : TT 'nl11TTl nI~rTlfflTriTfi I U I I I i I ,J I; : I \J i i I Iii I I ! i i U I , I I , I ,11 i U, .r6"G.V. ! n, ' : ! lllUl1 ' I I I flllll, ! I : I I ' J ,I I L-L_L-L-L '_.L.. I :: _j~nJlfLUlJ~I~~tL\UU 1':U~I~I~~r" ...,.,-- 6"XIS"TEE. - .._-~------..---.,._--- ................,....-- ~ -----.-.--.- ---------......_--........._._..~--~---~~-~.~.._.,--~---~,...........~_. ---- .. ~--- .... _~"'_"_ ~_-+-._.. u__......____ __ .. __"_"'~"'__ ___--;--___..______ WATER AND SEWER SYSTEMS -!.y' y";'- .~ ~ \\1 '. I ' it )" . t/ 1\ Il1cJLJ )) II (; ~ dill' '(~f d ... J I ~) r I ,~~~ ~ c = c ~ elW 00 i!~ OM .J l!. l!J ..I [Qf g JJ ffi o ~ ~ ~ F' .J db ~ ~ ~ MU ~ ~~ ~ J1 d ~ (UJ. 3 ~ ill1,., ~ cS ~:, [l C . 0 ~ 2 c:t @] -'0 Mn ~m d Om 1-1 IQb UJ\t ~ ~m 0..... db olf) '\to (UJ ru~ -~ 011 II t') t!J r III t') ll.. 21'1 II 5 a: Cl 2 0 2 III U W 0 . 2 ~ .J C{ 3 > Cl ~ - 20 U _ - o .. a: ,.,. .J a: .. :J w 5) ~:E 2 0 III 1II U III o (I'," o lE!Jt i:;:/ '" CRAWN CAT CHECKEC t.Of\" SHE nr ...-.-."'" {-NO! t~ I J ~""""'-'$''''~ .. ~ o " "" ., "LC.~"O," .~_<:lo. .. ~~ _.tJ HI) o ...."'>L -, " - .,. . ,,'<' '. '. ':.:' "" . . . . . __.,~-IIU_~ ~. "~~~"""""""'~~~~"CIo~~~~~."..,.. ~ I "I n-- --- AQtWTOR -j . ',='---Vq- lU o ~ Cl f! J: ~ 'to' ~ ' , S" XS" PVC,W Y E .-' BRANCH A- NOTES~ WATER SYSTEM: ALL MATERIALS, INSTALLATION AND TESTING SHALL MEE:T ."HE MiN. REQUIREMENTS OF THE LA-TEST EDmON OF THE AWWA STANDARDS: A - WATER LINES TO BE (PVC J CLASS 160 OR APPROVED EQUAL. e - INSTALLATION a TESTING, A'iVWA C -600 a 601 (TEST PRESSURE 150 PSI FOR 2. HR ) I GRAVITY SEWER PIPE. PVC GRAVITY SEWER PIPE! - SHALL CONFORM TO ASTM D3034 -73,SDR 35, ALL PiPE FITTINGS SHALL HAVE RUBBER RING BELL AND SPiGOT JOINTS AND A MINIMUM SDR RATIO OF 35. CONCRETE THRlJ!!~ BLOCKS BEA","'" Il~EA (' 5 SO FT PWO AND SEAL " , III r SECTION CONCRETE THRUST~ BLOCKS BEARING AR e to C. I SO FT 'l' I i\J j /" " --- 7 rf'::)\ , __ --\ ...~.l , ,_...,....,.",1 B- PL.AN C - IF A VERTICAL DiSTANCE BETWEEN WATER AND EITHER SANITARY ::lR STORM SEWER IS LESS THAN 18 INCHES WHEN WATER MAIN CROSSES OVE~ SEWER Oft .~NY TIME A WATER MAIN CROSSES UNCER SEWER, THE SEWER SHALL BE CAIST IRON OR CONCRETF. ENCASED FOR A DiSTANCE OF 20 FEET CENTERED ON CROSSING. II ~~.J CLEANOUT DETAILS THRUST BLOCK DETAILS ~~;.r;'~ D- ALL P.V.C. GRAVITY SEWER CONNECTIONS TO MANHOLES SHALL BE MADE UTILIZING ASBESTOS CEMENT COUFU\G WITH "0. RING. ',-, t 81rx k ,. ~~ . ,f, " " CONCRETE THRUST BLOCK BEARI"JG ARFA C 7 S() F:T ~ coNCRETE TfflUST BLOCK BEAR,1\,'3 ,.~F'\ :'?: ~ r.' - 4 ,-----< ~/ A'~ ~l A Jo. . P A -- '~ .t-.-~, ~-J -~OPC:N W~lL, INSERT P!FES. FLlISH WiTH .-"" INTERICL "llLL INStJRl, WI\TEI~ TII.lHT CONNECTION FILL SPACI: BET.PIPE €I MMIHOLE W.~Ll.S' WITH MOlnAR E- MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM F- 12'-6" ARE PREFERABLE IN P.VC G- ALL CONCRETE SHALL BE ABOVE OR E~UAL 2f'~" I'~ HEf\ 17" 22 14.':; , .a F-:t~J H- CONSTRUCTION OF SANITARY SEWER SYSTEMS SHALL BE IN ACCORDANCE WITH PROCEDURES SET I"ORTH IN THE NCPI ENGiNEERING MANUAL 1974, lATEST ADDITION AND IN FULL COMPLIANCE WITH THE ENGINEERS DESIGN AND SPECIFICATIO.NS.AND SOUTERN STANDARD PLUMBING CODE. i: t 1 l J?" 17 '" 1 '~ -......". ,,-;1' ~ ~ EXISTING MANHOLE I - INSTALL A CLEANOUT , AND BRINr. rr UP TO GRA::'E ON THE SEWER SERVICE IF LENGTH is GREATER THA,"J is Ii- 2':. :< .t{~ o. ~ F :'. ~:~--l L~.:j ,J - THE COVER OVER THE FIPE SHALL BE' 2 f' """-I ','lI'.' FN GA~'~ COVER IS LESS THAN 25'. ENC,l\SE WITH CEME\T STABILJ:-Er' SAND BROUGHT TO OPTIMUM MOISTURE WI~H A ~'/);:'i..!Rt OF IV? SACI<OFPORTlAND CEMENT PER TON .)r: SANe,AS SHOWN { /'2 t l,,', " "", TYPICAL SEWER PIPE" ENe/ SEME:NT SEE N')TE .r (NTS) ~:. 1 -~ ~~- ./" " .. "".-..... WATER 8 SEWER -(YPICAL [)E-rAI L.S ENVIe:aOCIVIL ENGH\!EELt"..tING CORP. -.:;;:::::;.:t,:::::t;::;::=c:..':.:::~;;;;;;:~..:;;~~.=~:=~co:r:;;..__ ",",_...w-.,.--=---~ '"-....;.. C:O:JElULT'I\lG AND eNVItl=lDNMrENTAL rENGINeeRS -~ ........, 9f' MERRICK WAY, Cl1RM. GA8LES, FllV'ICA 331,34 /:!:,'. ~ ,,+"<:;1 '- t. 11 , ,I I ' ;:;r .. {I' L . ,