Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
R-1993-200
RESOLUTION NO. Z o 0-9 3 i A RESOLUTION OF THE CITY OF DANIA. FLORIDA. APPROVING CONTRACT BETWEEN THE CITY OF DANIA AN RELATING HE URPHY TO CONSTRUCTION CO., CONSTRUCTION OF THE DANIA FISHING PIER; AND PROVIDING OR AN EFFECTIVE DATE. BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA, r f- FLORIDA: etween the City of Dania and The Murphy That that certain contract b { e Lion l' of which is Construction Co., relating to construction of the Dania fishing and the appropriate attached hereto as Exhibit "A", be and the same is hereby approved city officials are hereby authorized to execute same. That this resolution shall be in force and take effect immediately upon its passage and adoption. December I PASSED and ADOPTED this 1 a t h day of� 1993' { MAYOR - COMMISSIONER ATTESi CITY CLERK - AUDITOR APPROVED AS TO FORM AND CORRECTNESS F� s Frank C. Adler, City Attorney ; �yn J' F . _ Vz S°itty i'. k ad t. 1 I 'I HIII/\I ( :Ill l I I I/\I : I ( )11'; AND GENERAL CONDITIONS BEA"1IU EEN OWNER AND C011,11-RACTOR 1/111M lrrnr:nl 4ll ,lu/ru,law1r./.I/dnJur.rn./nrr,nrr.lr/rlr'IM1„'., Irv,\u/Lllrun Nrf/I.rn dfl.unCl'.InJ 111\lll.ltlr r!C,NIYII/I:IIIL\r1IMI(:J//Ir'r.. M ' PrIfUIOJIJlYl 1111/I IC./•cl f b)ll'.l rvnplr Uu,l ru uu Fldu.11n rn , llGfiEEMI:NT --- ------- Mado lllis I`f 'N tl:ly of Uccl-1111w,• in IIIt: yl:rn of I\Iint:Ita:Il I IundlL(I anc� JJf eLy rill BETWEEN 'ruh c rr; oP UAN I A, ul" Ilm OwlI(:r, anll a nlunil:ll,n.l ;:IIInILvi !; ioll of Iln: ::raLrr I .lori.da , THE MUMMY CUIISTRUC'1'(on Cu. , a I/Lorida Corpical:ioll, lho Conliarlor. For SL'Ivice'l- in cLlnnoction will, Ilu: lullrn,vil (I clt;[:ailu:rl I'rojncl: (Incluclr: conq)ILIL Projor,l location and, sc:op(!) 1 . I•.uar)tnph:: 2, :il_*il'I:_f2t:_{ll1lili, includlllr) ;;nLpnioam'[ I::, and is nitim I 7, IILI�•Al'1La, n:: ::cl. fn11.6 to IVupnr:nl rnr Ur•:;Iyn ml,l 1•un::Llnrl Inn of The Unn1n l'La[ I I/y 'I'll(! 111 LY '+1 h.ull.l, Ilepat Iuv.nl. nl P,IrL!: and Ibrr.rr:nLLoll, ar,py or, Which In I nLl.aclu:d he rill n. Plow; lul III•pincumrnl al. Oily N 14111ia Ilnulcipal I'inr c•,n.^.I cLl nr) of LWolvc ;;houl.:: on11 rp•nrl nl unlr•!: prepa""l h)' Itri,ul C. Ith••.nlll , ItnylallnPlou Ito. 311797, 1 of If l:Idyr•. Uc;l{•pl A!:::uc l.tl r::, IIII:. , L:nn,oll.iwl Ihuli nrr•1 .^., dall•d 1216193 (Copy or _ Which In al,lacln•,I h••I r•1,,, ) .. J. Ilauia I•i chi lIq 111 r•I 'feclmlr,ll ::p,•cl I il:.nI {I.n:; hN, I111111Its I,r+e:l-pi Aeano la Loa, Lllc. curia l::1.1 nrl nl' if' parp•;, Lhn I'.tlll r• nl I:nlrl r-u n h l ;: l' Wich If: nLl:nrlu•tl bCl'C to ro[ Scctimin d11U1(I I.11$"Mill II1n 511, -mo ownLr and IN,- Conan(Am ailwo II:: st:l Inllll Inaow: y . I C.xLnt Pl.l nxu ul llu,dF• ... L.,,•L«..I...... I .Itlx Ilxxr. lu•..rlw lrli.n:.nrd w. n n .l Jn. Iw.l l.. II. An.0 uL• Lr.n.•J/m W-i.i, AIAjF—'., .rl Atli IIMFu 1.IFrN.w Nv/Vl.r. 1 I.1i1111\IFw.x x+.l 111 .II.wwLr..+.'. `I'lll.l.r llw•.,.r+ F�rl. .........•I,Ir.lxl.rl II,xN•r...wl. ..I AIA LFFNnrN1..NIIr II.(.IN•IIIIMJFI I . .. uI AIA.drFs,xluVlFr AI\I. M Wool.n.l'Ir ...1 .I r. .J xu .rlml..elowl.u.x...l..r.mde.'.I.'I'.m.b u.l. o.rlua'.i xJ num l+.aF'.:FFrLoa AIANINI/Fl Fhrl . i I..1l lrl rill .Irrll'I llr .I l:r rr . .'I.r lr. r' rrl.':IIrr I :Ir .'lll lr'.. 11'.1 . 1/.rill.\III 1'II r A::(: 11f II:IIM1II III MI. 1111 n 1.nl r•.II r I'HIl 1.—A I . ..1 �. __ All FICLE 1 The Cn rolletion Team air() Enitem of Agn:ontlrlrt _ his Atjlc I IIE coral Ilnc(OII dCt epl: Ihr: u•Ia U::l r.h.11 ul ltu;t glnl t-un Gil. n 1 ' LJdr h••d hrlwl10f lain alrtl tllu Oviner 10 uln shall:- e, merit• or I BAC; a lunu;h Ihr• +p eh:lrv:ma;d• wngn u•rn nq and ci, Im, uun •.etvu'r: •:rt lurllr hrl o:n mul aSV Oat Ill lumiSh all, - I ll 1110 Miw J to itllipa Unn :Ilttl ;•ul •:nrla•nd Pmr r ;Intl it) ti-W lu, ow;1 1!Ilurh In 1'UI11p Llln file Project Irl IIIC !)1711 011d . uwItdl!il li ty :1r1(1 III dle llrn111 CxpetGllUmy .Intl i"a:Ilaln::{,11 Ilm....... I.(TI dSlenl will, tilt! 1111erC;1$ of IhC Owner. 1.1 /he Can::rrucuUn l c.uU I hC Cnnunr;lu(• Illy I)vn ny. :uul If..- Aicl:1100/Fri, "'•rl i.aliud Ihu "CMic ucllon f 1ri• shall - n� u1L of Briclye _ WUIk T/)C' IIIU hUgll ll lllpi UI 11.1omrlll r ow:Il IC iloo Color hUe IIIC 'nI VIV•; 111 f,BLIn actor litt1�110t11 to all aliteelllerll , An.hllcr,l/iny:nl'cr. v.ill hn Iwnr,hntl by Ihn � Ucsiyn Ascxrial.us, 1)Ulvleell Ihu CunllaClul and Ile AlChdcl:111 ngnu•ra Ili 1.2 f.rfenf of i1Jroo1mv,lr' Ihr: Aq, lM00 the alnl;rr Whrnllhr•(fiavnr ml a Contractor and r 01111 Sllrecillcal unslal a complete. roy y ,revisions supclsudcs all inlul net)u ua Umn;. fill- t,h,lll hC IJun UIIGbI�by <'huo J!lul nwy lu!'•an 141ullvl1-111 Thv;by nllen•ru 1,;Uun u•11111at1r11•'I trylt)ulhtOwnr MI fly and Cof tractor of IhC n Juuununl,, I ) od;told 1.3 lJellnluUlls. 'l lrlulh:O ltvn•,uu,'tn nlr pinrtnl IbtYillht.`11 IDruwtmgs I'11141utalht1nuull; ork is l rl ho tennll which td:ryVshall mean i:'11om1awday Colllpll'.eq Ihu CUI I I� unless othulwl:w sprclhCnlly /lrslgnulwl 1 ` ) t 1 I , ARTICLE z ` ,,•.• I `. Conitnrtor's fiC^.punsibilities __a� 2.1 Contractor's Survicus , for tho 2.1.1 Ile Shall Ildevelo!" 111 lie lalSlin and cunlmcllun phl lot autlscliCdtdo anOt llife Owner tl ldell hn!lesPut siltla)lorll>•olr gOdncisiunwner u Cuntractul and applovnl;; so ar. to uuum;lul the ill)' loved schudulu. 1. sed 2.1.2 the O\vnur and C`tlul'n 6hti6es l\v�ll•ba I I'up:ut!d tbly the AldtnlCu It/i,ntluu nt./T hc: ,Sr`hrinnleslato folr the PUIipo5001 yuenwnt5, schOmaGC D .I asslsang the Ownur r Ownul LOmilu 11 d, tile Atchilsiolis and leasibliltt cat/Enqun Project shall prepare DwogllJI)OIlDufvClupn hijploval nt Duc pfl3jo limic Delix tl it Si20 auglulitJllon fruul Ili and Chmactur ul Ihu PntlCC1 J;Io snu(aulal, muchanu:al and laCUlncal systrMs, nwetlials a,ld olhrr appropriate essential itOnls ut Ihu Pru)uut. 1 hesu Duvclupne;nl Durunlurlts mr, Ihr.ba:as to rsulhllsh a Guaranu•u0 rvtaxiunun Price lot Ihu it pi(op and con• :;n uC11Un of lhu Pr Ulcct. /'`al! 7CJ . llnllg lurllll utldOil!;'!]" oil tlhp Irt r(IUllegoonlsDl ur(IhC rtn�llluCUUntul iln7lPlUh:cL all(l based Oi7+' ulg Dlawmgs and Spuul UUdwS• 1:1\Y'i or egulapuns\vhu;h have hewn unaclwd al Ihu Iurt0 of thwu pleparalntll• Tjoese,Workrnta Drawings and Specilie0• Guns well be used to culllum the Gualanuxd M'lx'lllelll I'nal. Cunsttuctlorl of Ihr. Project shall be in acaote pro with thew Drawumgs and Spwcdlcallow; as aPnl Ihe(D\y [lie oil plolCie clsnwilhtntl tll o w fit lCn conls(nni of Ile rait lConimetoro.1111 ewolk• Contractor and are nut w be used by ilia Contractor. Ihu Arcllieci/Engneer and Ihu owner will work ing Drawings and Specifications have nut hr.On cauplote<I and a Guaranteed tdaxnnum Pnre has been established Prior to Iho I complellun of the wulklntg Drawtngs and SUCCdicauons. nnstire I.,.. closely together torn d llitor the iosi isrllns d rsu wo my1ce will' lDrawmgs fluf alld SI)aI ili�11s so as c:nitnls arnl Ijeing project can Contractor within ilia Guaranteed will keep Iho Owner adviwd of the ullecls ul ally Owner Iwpwsmd changrs on Ihu Cunlracl Time Schedule and/or the I Guaranteed Maximum Price. See continuitty pal ac�raplls on Addenduiw attaclle�cl llereCo. rile:II000A1LH1 rip llll - PI I'II PV:In%b glrglI \ur111111ll At nl : l:uln rt1 .111 I\'.Ian: \f4 rite :Ilnnr : Is I.,I IL•• r,.na..n L,. �•.ill .r .r.l Ilr,. I I;+u.�r .n .r.. nnnr, ,rr.r lint'. n. • •. . .n. 1.n Ile• • ...r.uru hull nl Iln• I'll 1p•I:1. J11 altLLll- - .Ine'. W111. Ilr iU•'11t1^.11.q1': Ir. ,q . :I• ,.�r 1. .tl I'..t:r•11:.,�1 % .11vl t:Uly.rl":v1Ue(�11i 1 VIl'UVUII J. � ' 2.2 IIU•:pun•.lblli n.:: lVilb Ilr:p Uri lip I;.nr:I.uclinn 2.2.1 ibu 1,'lnlldr lu1 wall ,arnarlr ,ill r nn'.a n, b.n. '.u1 u•l vr.0 nl. ur l••. h.n.. 1.1Iun. nulb•l.:d^., lunl•:, rttfegl111:111 w1 /tllail PrwuU alld :.1II P:1It 111 d.;IIYI IL•I1... ............... Irn Ilu• . .. . r.bnti .....1 . nr.q Jr•buu nl 11••• 1'fi.p•, 2.2.2 1111: Clifill.lr.I'll v.III .611 ...11r•" rr•.r rlrrf.'. Ir. rll rl.. ..... ..Inn[Jl 1.1•I". ...I.,I...I In Ok. VVrpl; limvirloll by lllrl l:t lookchif which haw! IN! Jim.. it.. . A........1..•fi0 :nitl lilt w1lt. 11 Ilwt f:unlunarn Ig linbl(I. 2.2.3 Ilw imlldrlul v.dl ,nrp,u.• .unl •.nlnrnl ln. Ihl. fi.vnrl'•.d,9.... A ,t......1.1milt-.1 ,nrnpc•: •a:hnllulu Jul llwl Pllfiocl. lld'I -.cboduftl !.bafl uuLl..il.! dlt•.f.11c: fwIII,• •:f.nn.... ..n.lt .nnl dufn.n ..l nu• vn...•.r. ,,-I fit III, 'If'- itt line r"IPIIII' oo. It abld) - i hip luvr,:ull w;II!!,1101 :.I by lh.•cun.l.b.ur:.d lln•'N..11 "I'd Ilk(.........n.hn.•n•:an.l r•vr•n l•:which arf.Iwry"I'd lhn Conlotulul'fi Hal• It'll 2,2,.1 l bit l:Ullll.u.IW •.h..a :t1 -111 111......{r.•11110•Inrinr:••: h.•.• In n.l llu•:O. yn..d:111.u1 ill W:I:11!Incl.wG11'i III II II11111d11:1111731:11 by Jill uliuw tiun:: At Ib.1 rn.nl dr Jinn ill Ihu•Wurk, h.• •,i r.ill .••...nvr.ill .a hr:tv:r:u•nr..bnial nnu ndnc�:h Inure[It'll ntinnul Ilnl Ptu• pas It:: will[ :vi all If:. tilnl•:, rnn•;a nl urrn .v,ugnu.:n 1, n..0 iunrny ruul •;uq dn•: n..1b•nnL•: Y.2.G Ihu Ctn lh w.l'li vnll gwfi Al nnbl .•:nn.l c.nngdy Wit11 all Idle:and finhn.0 u..••: Il:tlnlly flti;ltttt!d ill Ihu Il:dn of axectiliun tit l Ihu AUtcuuilnel, wlildl limufil Ihl• pngn•I arra:uutln nl 11lt! Wnll, 2.2.Ni Ihu CunItar.lul :.hall lake n.•t.u:r..uy pl ccau uun:: Iw Ibu:adult'nl Lc:nugduyrar:fill Ihn Wulk, atilt shall uufnply Willi fill 1 - iggtlluabfa Ul'lw:nun::ill lull. 1 d. 'aalll a1111 nitltnl;glal!..d.!ly lawn In lurvunl all ridrnln ill injuty lip pucalnn tin,III at adjocmll - .. lip Ihu I'luiucl s110. 1Ill sh.III ow. I antl 11.411rvly 111mil kill. Ill all bnu• 1,, fivsml•II by Ihu cundllu eufi Halt plouluss UI Walk. r� nm:un•:aly saluUuunl; [of Ihn ill nlrn:ulinfii wutknit:n•uol tlm Pulilic 11 In of 111n1ano11 rind nillUad,huwuvaf, Ihn[Ilia Con Unulm hhtill h;wu nu n'�pun•:ibdny Inf Ilm clnlltn;duul ill al"livnitau ill :cJc1Y luv.url:rn!;t11•II 4.1 ulhur wi!dI runuliinu hum Wufk ill Ibu 1 ` - lull 7llu clim ll fin by 'lIbrt lrrtl:on;i nl Ilan: Ihnn:lly U1n1du}'r:tl IV It'llIt'lllhvnuf i1.1 !a!liltlala cta11tilcluls or [IV Ilia DWI101'll I, lutiants, atilt Ilil: Ov+lus mlwfri lip ..:u rip: any ,Itch ':1•palalr! cfin11m;1Ie; line lun:u tin lip 1lbidu by mill hilly ntlhUfo lip fill tippin.�ddu I)IUVI:tinn9 ill ludclal, still') mld Intuul'fp ..d '. lwy 4mr mill minds Itntin liml lip culup n ly Willi fill Iunnuob111 tut]uosln :still duuc6un:; of Ihlt cuntla.:luf I1.1 Ilnt of ll,mabun ill nbnbanl!nl ill filly !;llch r;ol.!ly Iu1111HIn ill Ihn joll Cliff. 2.23 1 bu Can l l;u:Jill :'.hall koup!;uc1 Ill ll ants IlcladuJ accnual:::r:I lay ba aut:n•c:my lot pmpm blulncial Irvin lnUul non[unitul ,.., Iles AUn:ulnutti. 1 bu sy'ilunt ::Icdl bu •:aU:aachny to Ibu f lwnul, v+hu !:lull hn olinnl.!e aeersn its till Ilia conhoeluf's weottln, houV.:;, can uspw nha n.u, urrll ul:Uun druwunl::, n!rcq lL•:, vnuchuu:, rmmilurrinlla 1ltltl ninlilUl data lalillioil to thin AufUWuunl. I bu Cunitaciul shall pre c.lay.! all !:ul:ll ue:uilk': Ill a pcnnll [if Illtcu Yu:n::allm Ibu Iilml payfiil!ul fir Innpin wh1Itn Ioquilod by 1.1w. .. 2.2.0 (I'ar.ult:o(lh 3.3 i, .incurporaLed IN21:ei.11)) . 2.2.9 (Poradlraldl 3. / if; jn v1:(.u1;lCccl Illuelnl . 2.2..10 (Ilara(.jra lii 3.U is i.uctilr(,ecal. d 2.3 IluyltlUus anl� I stunts I 2.3.1 Ihu Cunnaclul :,1lad1 pay 4111 u1yalWs lint[hrrn•.n luu•: Iw ntalcn:d;, nudhfid nail nyslcwn incugallalcvl in Ihu walk. l If: sbull eutuntl all sail•, ilI c.l.lttit:: Jul udlingrnuntt ul :Illy Jul Will nU[d•, anti !:hail !tavu lilt! 11Wllllf haeol6n:n Ifnnl lurm on nclluufll Ilult It'll uxuupl when fi Iia1 Wmlilf t1wakill, pfilcmn ul lltueul:l I:: !:11n1:Ju!11 by Ilia llwnm. In su1:11 cosu Ilia vuuboclul fihall lit! 111 1u::nunsibiu 10f MIull lip::::utlly it bn has na.un lip bcliuvl: Ih;ll lhn d.!•:upf, luucu::::rn in Vduul a'l^.In:cilied I!;all lullinuU1IW111 UI a lurvunl. ant[ lads lip !hvu :uldl infunfcllmil InulnPlly it, Ihu Ow'lu,. 2.4 Wnrtanlitla find Cunlplatiun 2.4.1 lilt! 1,utivact'if wandtiln IV lilt! lhvtim Ihn[ all lualrnel•:an.l of plipnr.:n1 lufi li:a uld undm Ihts AUlunuund will Jill Haw, i unlus!: ullmlwr:u upuclbud, and 11.111 all Wufk will Ili ill Uuod quality. bra hula illgatipm will knailraltp rind tluluu[lva ll UllauW. P- ond in cunlut uuulcu w1111 Ibu I htiwa lip:and 5 P•:ri lira uun::. Ihu Cfitih aclm agnar; In faun ucl rill WmY.pm tunnel hY him Undm i ,. I•_ . lilt!; Atpuufilulil whllal InuvW: lip bu tluluc.Itvfl 111 nlalrn;0 and wulknl.0 ca up wilftin a Jwlifie ill fillip yam huts ilia Dnln ill 6ubslanliul Cufiglluhufi a'; .lulinud ill 1'amtp.gih b.2, m Nit ::Itch Iungcl pl-It"In ill Inns im relay lea n0l Italll Wllll IUshuct it, npuciliu wiulunlml:; cunlaitied in Ihu Jla:cilu:allow; '"- assist owner in securing '2.4.2 l br, Cunllaupll M1111 01f/f wipmed rc1111h:aItr: ill n1::pucUun, tn!auul rn aUpluval and ddivul IhI!nl to Ihn Ownm. 2.4.3 111 Ctlnoacitil willlyc�,urllurl aliw�'.Il w auhl41, •n tint[ t:rp usmm�d tu:Inutil!: nn�fn.Jl rLhjw'off:1I}'l�fu�!rI/n/I,/n�y'I�h`u Clwner. f i yfr'//Yvr' �'riYY�ii/✓ Yx.)4 yx�yVjipix/ / y� Y'71^!//Y/lYY/�41NN/ilt^YNYPY/ �IMf/I YfYf' r�NYWO 4�lJM✓/lf1Y///t�/V/YJ//�X/NlY �1N�I'1111N// see Addendlan. na.nn..ntJl nl n.l tin 1.1•.l..ir[tall l'�r.l.Ilt.tl111 .:III...f 1111...1 . r.nl.l.r•.r..1.it,:•fll1..,•;,.11..i11...r11t11... I..fl . IM1Iinl11t. 111 . 1 k .•1:1 I!. r I I 2.5 Additional Services 2.5.1 It,,! Conlydr.lur wdl Inuv n!c ihr IeJ,. upon the. o•yr er',I nil the Owner A wnitnn arptenuyu hckvicen the Owncl aur! Conuarynt :.hall do Lrw the I! addrh,u J . vrt m. ;old the annnu❑ and rnannrr m whu:P Ihr. CnnlraUw will lir Cnngp;n';aled for !.Ito, addrtualal •,rrw,y.•• described in Paragraphs 2.5.4 and 2.5.5. 2.5.2 5r:rvu:e•,nelalraf to MW"llrl:d)ron. aPludr,ep;Of fvdhl,lluplti of eubllnri combl on•;, lacli'ing or r!tlurpmr:nl. of verdlCalrol, rContractory oUfldET Irth11 raw" troy o lu•r Ovnrcr lu,nr.tu:d rn lunn:l bun shall be the responsibility, of the xx�ix/r��e,�x/ut�/rx/rN�x><x,�x/•�+//v/,�e✓✓✓,�rxiixxer/✓�nNi,�N,�,vile,r'n/�r>*✓✓�r✓r.�✓,vov✓t�/xrl�,�><Ixe>!/ 2.5.4 Service, for IcnlO11 or n'rlldl •.Par u5 not :I Paul or Ihe; rlrprvsnont 2.5.5 Ohl:unrnl and Ir,unnul nLunlenan e Irrr•tnnnel or o(:qullalnul m.11nlen,lnr a brr VICq cunlnu:K I ARTICLE 3 Owner's nesponsibilities the Contractor acknowledges ale ThOwner Ownur t ;halas l [kill Inforly f ab011shred(lsach in hvi foLmartionrlat file the I Ltime of execution of this act. j 3.2 N,�rN, /r�//✓r1'///,<d✓//✓J//v�//>!/✓/J %�� � Y�✓ JK�hF d d r�X�/ � ✓ 1 � � I rrN✓ir'�Nnr✓,x/>r,�N><e�rr�N�/xN see Aade,au,1 tractor 3.3 Ihu j�yFr Sh;dl henrsh for thu slid of Ihr. Protect all nrcuSsary Survuy5 describing Ihr, physical rharaclt:nsUcs, cull"• mPor C. and sob-,urlace InVOS11 )ehons. lo(gal hnelations, ulriny locations. and a legal dear•.nption (see 2.2.8) 3.4 Ihu nWller 51411 ber'Um and Pay I(11 nrcrtiSaly OPllrOyals, easel nrn l s, aisessr 11M)Is and harries (Offered lot Ihr• t:unsin u:Uun, U.W. rn ur,.up;ln(:y of Iu:n nanrnt se"Clwes or for Iwollanrnl rhan�ps IIIexl:,Unp Iaalhhr.S. 3.5 1 he Owner •,IrJI hunral sw'.II Icllal sr.I VI(.c•, a•, relay hu necc:,!suy lot p,Ovlduul the nenls sM lnllll In Paragtaph 34, taut su(.h au(lltnul tirlvlcu: as he may tolitlim r 3.6 II the Owns beconles aware! of any hull or delect it, the Protect or nun Conlnnnance with the Drawings or Stworcations, hr, shall (I've Prongs wnllen oo Pce thereof to Ihr. Contractor CCan ARTICLE 12. (See 2.2.9) 4tr I 'VI//Ir1T1�l�lryi 1A 3.7 Thu r s la I nuw(L; the uuuranl:r lur the Pul rCt its provided ul I r Contractor 3.8 The 9(,Xlfr shall hear Ihu costs of any bonds that may be requnud (SEE 2.2.10) � N �`I +X�vsF'`,%✓> �( ✓ ✓ �� ids sf✓i r(/s s✓ %r✓� 44/( , >r�rirt 3.10 The Owner shall furnish reasonable evidence satisfactory to lilt,, Contractor, prior to commencing Work 911rrY r ✓YI/✓r(11f1(r1G /I/yr( rOh,/r�fJyflhfO; than sufficient funds are available and committed for the inure Cost of the Project., - i 1urx�/>trrN/I� Nv��>G ,E,�1�x,�x,GKr.�riv�lc��+,err✓✓lx1�NXr�1�r</�xrNN,��/,�rarr✓dd,x,%�rv�rYid✓�x,�ir I srflt�k✓u1N1�✓v�l�/N6/�r�NNYWI�►��/�//r�1��'>t��'Nr1�f/r�X�k��'/s�NYY`�'s��`/,�/�I�rdXdXi4'Y�1MdJ///X!'v'/NJ4f�'.b�,�Nd � ' � c.�,�r�h✓dd/d/fr'�/�fa�/Nr�,fdt�r�✓�/�+N>6/�N/></NN//NIXN✓r1'>n/NdvU1b'd/v�/1�fYNM��9'>tir��rd�Nl�dNdd/d � ' � rT��/✓vWdv�11>{,�✓�//d�'X✓.�,�><,MN><s�1�✓NYNsrY�l�^Nt�1`/j'Y�NfYArrl�rY>s>�Ni�✓Y✓/Nr,A1+N//�r�1�/vf/���1�YN>`d/�dN , • r>a,<1F,�XdXw�N�/d1-`N/►�/1^/N//Y►rd .�;., _. 3.11 The Owner shall have no cnntracti wl obllyallon le the Culleaclol's Sobronhaclor.; and shali c:onenunrcate IN,lh Such Subcontractors only through the Contractor ' AGC noCUNIENT NO 410 In •d, N iu un 'u i.rr•.ri,i 'r. .i rn i. ,.r. ,iu a i.;i i•. .Nio :.rY: .rliq'. .i u i... i . r .� .}_ 0 ' A I I f I1:L L 4 %-1- :ubcunll bra: •4.1 All (u�f lion`, nl lie• SJtnl IIL11 Uu: l.uu Irotl In rbunr N111r h... ... li nl c': ',hoe lot tefftrrnol.uhl.un u.n:l. I tl unJn, .. 4.2 A )IIIICUIIIf ih'1,D 1:.J prl;.ol, Ur 1`nbly \Vll,l Icl:, 1 tho-cl l.ulllr•I I w'llb III,• Ctllll,:n:I,lf In In:11111111:Illy Wol4 111 cO1111CY:hn11 1 wllb 1110 111011•I'l l llo Icon .illh(miloo. Io' (low; lot Ir , 1116, ..oy '.rpa,.li1' ITnlh•11 IU, elnplllylYl Ily Ills Owflrif to 1110 set Nlfille CUt1l.If:1 U1•,• :11111 Ul,h.n.in,•• 4.3 No cane:e:Iual nrLlhun:.lu(I •,atilt 1:.ra hclw ren Ihr U\vnr. ,unl airy :;ulrrnlm a,.lur Ill., CnnUa,;lol shall lm 1m;lmnsddro by the rr Lrr uu(urt urnf UI Ile.• :auh.ton b.h fw•: ul Ihr lrr,fnnn.Inrq of rh.•u Wmk ARTICLE 5 �Contract Tina: schedule f K✓/r�,�,�1�/NK � ✓vfr �✓�i�d r// /r> #//� i �i�firl'See Addendum 6.2 IN: Woo all jtl,::tanh.l 1.,1111ilolloll Ill fill- PI1111Y.I In ,1 1 w,111,Ia11n1 1111f11o,1 Ill,•11n11 is the dale wholl cunstorchun I:: I . 'allht.u:nlly cull gllulu ua acrunlanr,lt wllh Ihr. Dlnwlnll', .111J :iln•l Ihl uhnn•: •;n Ill., ()wnur r.:ul n¢I:tliry to, o11hle fill. Project tit r f lu:.,gndluJ put lion Ihamul lot thew". lo, W1,101 n r,"off-I lv,I W.11 tan lu.^..c:ll,-d lot by lh,N A,Irmo col of by Ihn Dmwlnyv and _ S IImAl :l Ileaa:.•,hdll, ul ton wt wll un I c [Idle of Sulr•:Idnlul Colnph•Uoto of 11w I',up•,:I of Ilwmit I.IWO pin fit tl Il lr•11:UI rill%d ale .e . .31,111 b17 nstabh•.hU(l by .1 C,.111hc.1to ul :iuh:.l.ulaal Complifl ton tnyncll by IIw t)wlu•I and Cnnbaclol not[ shall state Then n••,pul.11vlt n^,pall l:al uh lnr, lu1 -w,:ufnv. mein oananr r, hval, uhhuv:, J.uo: llc In If'..W1111, and uo:ul:uo:tl. I lw; Cufilbtalln:alall - aisu II51 Ihu twf R. if, bu t'.unglluluJ Ill I olw ml and 11x Ibr. Not.,. I'll lbcn cnneJchun :Ind concl:hon 5.7 11 Ihu Conlraclor Is delayed it arty little In the progress of the Project by any act or neglect of the Owner or by any - 1 suparale contractor employed bylliu Owner,or by changes ordered In the Project, or by labor dispules, fire, unusual +.,. delay in Irant:purlation, adverse weather conditions not reasonably anllcipalable, unavoidable casuallins,or any� causes vi beyond life Contraclor'a cull Uul,or a delay authorized by the Owner pending ml bilrallon, then tire Data for Subsinlllal ' Completion shall be extended by Change Older for the period of Ilion canned by such delay. 5.4 See Addendun att�iched hereto. 5.5 See Addendula attached hereto. AFITICL[ 6 I Guaranteed Maxionon Price I 6.1 the Oenllaclor gualratleus 111.11 rill! lo.looltnn Imcf! lu Ihc Ownct lot IN.- Co%1 of Ih,! Ilrulucl as sul milli m Ailicln0. norl .. the Cuntfaclor'S Foe as Sal lot Of oil At lick /, will tool exerted One Million Eight' Hundred Fifty 71iousand & 00/100 Dullals Is 1,850,000.00 1. whm.b solo Shall bu rolled ihu Goollanlcod Maxnaunl Pace 6.2 The Guatal loud Maxii nuns Pare c; hesoJ upon Laws. vol los. of w(Infatuns III ex,slefrul at 11 Ie(late of its establishment E - :anl Upun Colena, Do ilwlnllj::, mill SpucJlta nuns w; 5vt twill heloW . (See description on cover page of Contract) . 6.0 The Guaranluu(l Ala.xnnum I'ncl: well bu nuuld°sl . !v`XNv'YNIf><v�/ X for,aelays in excess of 60 da s use intentio or ;o�ss y Qfi iY �tts• br failure to act and for ChangK: in the Project, a l pursuant to Ar c e 9 6.4 Allowances nlLludud In the Guamnwt!d NLlvnnunl Para ant as :cal forth below [Tolle 1 At;,;tln1:11 r.o fir fill 4111 Ill',,0 'all lr '•LI:I IpU"1 ,1P'„1:11 1•11 n,l nllnrl'.ul1:-AIol-WIll 11.1111r 1-11111A111111 • I At II I A I I P I111r I �' .. N...tr r.:'pry a,�tiirt-.;...•.....- _ � r ..h 4 •. .'� ... .. . �. ' ''mac • ^: . r ,�'Y�.f _ .. t - ....^ G.G Sec AC: Ulgdll1l ZILUl3,2d lv2rcLo. ..- s�rrrMfy✓✓/Fr nirir✓ri✓r�+✓✓✓lirrrrr,,r✓r�iiir;t'rrr�Y�+rr✓n,+iir�r,+r�+rr/i✓✓/r,+✓✓//,+,(,err✓r✓//,�✓✓✓,t��+r✓r✓✓nrlu,+x✓,t l,��rr/r/Y✓liitr�/�irrrri/iirr✓rr!//rrri I C : I I � nrr//rli�frr�/�//✓,�,�/�+�',+Yu✓/,�,*>r✓fs�iu,�K✓Y✓ j , n�,�inr/r✓i,+,�✓r✓lturri✓✓/!✓/✓✓,�rr�ri-r'r✓r�riY✓N>�'Mr/✓✓i✓/✓ir,nrrfl,n+<r✓rr�+✓i✓X,�rF✓ � ' f ; f i . n�✓i/rritl'/✓/,�✓'NY`�'I'rr�/f/yfrl�rr�'r,rMXI'�f✓rl'P�'rYrrl'�'YS�Y/Yr�rfi'Y'1'�`r✓y�'r�'iN'Y✓i�J�NY!^N'Y�+N�+NY/vl�'!Y' '; /fMrryrYrYY•r/yN>�rrYl�rr�froi✓r,^M,�rr�i ruxa/✓✓,(r!✓,(✓✓,r✓✓r!✓,rrr✓irir✓✓✓�✓><,(✓✓,r!✓,r✓✓,(/r✓✓/✓>"i,twi✓✓✓,(✓rrr,(!✓�,r✓✓✓�(✓,cy,�.(,sl�d✓r,r✓✓�r5 /✓1r✓,(✓,/r✓�v✓✓r✓e✓uiir�r,�,(,(,r,�,�✓,rfr�s,�✓1,��'r✓/,r�r,�><vu✓,+,�/r.+,�a(ir✓In✓,s,�,a,r,r,r,�l✓i�/wn�s,� /t!xA//rK✓.r/✓J//✓,llr�f✓r!/✓S✓✓�f✓df✓,(/�f,A,(!✓,r✓�f(//✓�!✓✓dl(,!/�,(✓.�/�lrA6►rsfl///.✓✓A,bsrur(d�ll�ff�lrr,Cc(A,rr/ /r✓✓.(l6Y,r/✓rh✓,r✓✓>l/.r/✓✓.✓✓C,s,/✓,(✓r✓I/✓�(✓dd✓✓f✓><us,r1 �/�'/�+/rN✓N✓�+r>rj+,^Yl'r�`N✓'//Y//�l�K7NY✓//✓Yl'YJ'✓✓Y✓/!r//XNs"V/!`//ANY%v+/✓✓IMF✓fN/W!✓Y!`��+�fYgt`�+/f�r� O�YY✓r'/�+IYY!!>s/✓N�fltf,^lrrl'rY1>n/Y!//✓✓NYJf n/A'/A,��`f(,(I U(V�(✓ftld,GbtrtlldcGF;S/i�✓✓/✓✓,f►f�itl,�lG,lv'uih! nly,�//r,�,+✓�✓r✓!ter/✓✓Ira+✓,�;�,�✓ri✓vr�+rn✓rr�rrY�r✓✓<rlrY�/✓r,�r,+Ni�r/,,✓>�rrf✓u�rr/�rrMr,+,�u,�,+N✓9vr�,s✓ AIYz/iU'✓/v(/V�1Jd/Y✓s<k/d✓f✓/!f/1(✓/!/✓✓✓Iv(f!d✓�d�,f/✓✓WI�/,Mr✓✓,f,!,�vt�'v(✓df,(✓d✓✓tiv(rf,(,fNdd � l ' -r ,�lr�a//rxfv,+r'!!✓ru✓x,�rrr,�✓,�!/;�✓r,+rvr�(✓•rrlr/✓/r✓>�'/dr✓✓rf✓r✓�+r✓F//,�✓✓r,r��✓✓�r✓✓vr✓�r���s✓d,�✓>rr-,�. 1.. 7/rFr/ratrYyrrrY�r✓rrY✓ /fr✓rrrrr✓/r,�Yrr�r✓✓yir✓,�r/r✓�+er /✓,+,++uX><w✓�✓rx,r+i �l��r/rr�lrrrr/✓rr,+rr✓/;+r'✓✓rr✓,�rrr✓✓✓✓rri✓1: �' nryc+ q✓�Ys�Yl+f9'PfPKfi>r �N/fNYfs^rrYr/✓�/rllf!!✓✓/y�+r>n/r�✓�r✓/`,�/r�r'✓v'1.�r4��lv�d✓dV/fN✓/✓,�dr(r/,(/!✓/✓,*✓Jd,'v(✓✓✓.fXfi✓>Flfd✓,tiff✓ (: 1'XI'1'1'NYrY/'l'%/ffYNNl'/;�Y�YI�✓Y✓,'r�Nl�;rr/�/YNY�IfY;<s�r`✓yr/✓>+'r'Y✓�/��+//i�t+�✓Ndlt�✓k'�d✓vWbAAd,�.�,�,fy/�dtlofiG PYYY//`/YY'Y/�N1"!!Y'Y19''rY�'Yv'Yl"Y/'ri'Y'fl'rr�'r�'1'�`Fig/Y✓1�>rl�'i'YY✓s//Y✓v�;�N1V�//�f✓✓N�'/ ' � a�/xis+✓,�✓✓�u✓Ir✓�r!✓�r,�✓✓✓✓r,�,r�,�,oral�r✓,r,�,r,�✓.lrlrf�r�✓ui.��i,�i✓✓I�i� .��l�l��!/�i✓� G/�I��(6(�r�(��i. `..�r AGC UUCUMGN7 NO 410 • UI•d:.❑❑urlU.4.Ir11',n rll .\rilad lu unl r.On:nutq•.in n•.:rrr.• ,••' .r : r. rl:, rn, :' .. .. -...��_. :v.T : . •:i ? K N•.r f. a y„�`V. 4 ; r rr Afi'L/,:(//d//irV// iv'✓%/fi✓'ii////!;!//./ii; %L.'If✓/�/rf / 1/f/fi/fJr :✓,fJdlv(/!�!✓Gl4+itr� ' ///r///.{//if'/./fi!//��/✓/////J/!/J./.!✓/.r+//iJ/i 'i✓.(ii:'.I/ r��/:/.•„d/f✓r�.�./r'1ff/i✓✓/✓G0�✓✓✓I��////,n .l•,<,r✓✓/1//�f//,f//,/X✓/�Vlf/////.�//f,f/k/;;f/,��✓i•/A///l+d!✓��r i - A�{✓/%f✓////i'/YINN//'r////rI'I'//'//Yfr✓/f/%'///Y!/Y/Yi'r�+//rrr/rY.✓,^r�i/f�+rrrr✓rrY�>ti/rrv'NY;•i., ' �", ✓fArdfYr/1'�'/S��^/�/�/rrff^/�'r✓F/J'rrtYYV/f'Yr/1'rNPY/'fPyl'J`Y%'/Y/7'J'f%Y1+/N%'l'/Yr1'Y7'Nl^fri''/1'rNYYI^/'1'PYi." j N✓r�✓1��+�+1%r✓!>�`r+lN/r✓✓Yf•/'/✓rf///Y/Y///Yf/ A/f,�7/Ff✓r/Y�+YfXX✓///r+r/✓J'Y/rrY✓r'/Yr�+/f✓NfN/r///Ff/N✓Y/r//Pry'✓X✓�'Y•J'/�'y�'Jai'Y'r'i'c^/✓`1✓YY�/�+�'✓'1'N/✓. Xs��+/✓/`�+F/N{//N/r/>/'/v`/!/�'✓✓f/YF/YYrr✓✓s^�'�'i'XY/r/�^i'�'f/sMrr�'r,^i'i'rrti�r✓Y✓IY'FrrNr✓1Mrr��'/rrrYN;Mi' �+/✓Y✓i��+//✓fY1FfX><r+rrX,M/,^l7/Y�'YfIY�'rYr'F/Y 9Xf�'/1'Y'PXJ'/rJ'`11'�'N%�/Y'rN✓Y/Pf1Y'P!`Y✓'I'I'NNY1fYfP/Y�7PlYri7'YrY/'yJ'J'rYrNY�'YYYP1Py�'Yr'1+J'YY'rfY/'1'>•J's'Y'r/ Y/NNYV/'lf7�rr'NYYY'/l/'/'>/Y'J'YYfNN!'Y`r!'�'1'YfYNVY' AA.N'/U,!,/Yr�f✓Y/•✓✓rd%/>lf/Kf/.Ad✓v�✓✓t�/v�✓✓✓✓.dlf,<✓t✓A!✓t+d1✓✓,(dd/✓✓N✓yb/✓✓�,lGr✓bd✓u�,lfdl,(✓,�f�lY,ib/.,1�!/ l�/i�7/✓fNrI'i'YYNYY'J"/r✓V+/F.�fXX✓J�+NJF✓d✓/J+Y/�'N✓lNXf7�/��+/✓rVv+/I//Y✓�rXJIMJF/✓✓/�r✓✓✓+M�+Nr�A✓v��'✓✓v�✓✓ P/�'A/Ord/F/X✓l^�+/n/r+r�✓�+J�+df✓,^dY�+d+^Nfr�/Ir//f✓f�+�+r+/✓/�+Y/r✓✓v+X!•/fr�✓l+�+r/✓/✓/MXXr�/Y✓Xs�✓✓��+r�X><✓/ /✓>nf/I'1!/X✓'N�+r✓Y✓•r1�r+r�1i'/r/Y!�✓Y/✓//✓><Y'r,/P�'/�+f✓VX✓YN�+N/l�//rr+r'�+�'f/v+✓✓YNX/Y'f/Yb�J>''XY✓��/s+�,'S�V'd✓v� /�+Y�`//Yf'�'/✓N�'I'/f✓r✓/Y✓YYyYv+�'r/'/'rfY/y'>'�^//i'�'/f�M/`NI'!'�'✓+f✓/+lf'/IrP>nPrA✓Y✓ i+/1/?/+XYXJ'/ 'Y✓N//rY/+J'/r!r//✓Y/V/fN�'/yfyl7/v'YrY/rNY�'N/J'✓ '✓/✓YNf/s�f✓ '//�+�^fY�+Yf'NrY✓s�N�+l+✓MIPri/ r�'!�/'i'rf✓IYJ"/N1'j'f%'/YrNYOY'/rl'Y✓YY/'//'I'/ys^NNPrF�'1^l'I'N/i'/'NfP/�'I'YY/1'rf'"r✓Y'................fl^ i ....... rr1�J+YFf�fY✓�+ �'✓rY�+N✓Y✓Y�^rr✓✓Y✓'rr/r✓Y✓'/r�rY✓rrrrrr�J�rrY/X/YYYyYu�'rriirNr'ry>'rrr'Y✓YY,�rr✓s�,^rXYrry,�iXr,� i A/d'Xv'////✓r�',�V✓/,�✓✓✓X/✓V✓/X/r✓✓J.�/,�v�N✓Yet✓fGd,(✓✓rv�/J/✓u�dd,N✓✓✓r✓ddh�✓Xd✓�✓✓v�,W✓✓J✓ul,4Gc�dl�i /✓✓✓/dr4/N✓Ali✓P/1/tab/K✓ i , 1'/f/t7'//✓sir✓f✓✓/y1f�r✓�+r✓I�+NY✓✓I//X�^�+✓J'r�///✓YIrfYXrrr�'Y✓X/�+/�+/r'✓r+/vN✓/✓I,�/AX/`✓�+�+✓MYX✓V✓✓N/a�XVAf/ r,+✓v+rl+r✓Y✓r�N,�sM'JlYY><d✓ ` 1 p/�/J�'/1',�'/I/�Uf✓1.�+✓1X,�r,!,�/X//Ir+4,{ir✓!/✓dXlslr�/�+NN✓rfr//r!✓Y✓YFNFr�✓✓�+X✓✓✓v�✓/1'�fN✓J4fX�'s�d✓>/t+'i��Wd✓X/ JX✓INrJur.G�✓✓✓✓�+�+/✓/I/`X✓/}r�>t✓XXdI�/F,�X�fv+/X�1v+r✓'/�'//�+✓YA✓✓v`/✓/+/rX✓Yv+/✓r��!r�X/XKr�/�+d✓✓XX✓1��XXd✓✓✓! f /✓NIX/✓✓ 1 A/41 /X✓XX/✓//✓✓f{J/✓/Yv�d✓1�6/✓�i�✓f/t�I'YJr+✓✓✓/l�r�✓J✓✓rn//✓;�✓�/d�✓✓✓✓✓✓d✓✓/✓✓K�MXi'dXd✓✓sEX✓d✓�1F f IY�jr✓l�✓Y+rd/+1�J`1��1r1f,4WVYr //Y MXnCe✓v�JUw'//✓rJYr✓✓✓n w✓V61A A,�'r/pry+,�Yrr��+rrrf,�lrN/,�'/N>Hrv>err/Y✓✓v�+r,�i�r✓/✓�r�Y�rri;�/f�r�,�rr��/fry/✓r,+YrrY✓✓<rii�+,+,�,�a+ix,+,� r xr�+�r,�rrYrrrY/uJv�/'rr�;�r✓�rNr/J��XYx/+�fvr/ A,�f3�/x>G/Yr+Yj+dry✓✓✓f✓/V+/N1'l�'X Af?/.Jv/u✓X/✓✓d✓,k�Ar✓Xh/✓✓✓rd✓,�✓✓✓l�cX,r✓✓�1r✓XrV,v,�✓r�✓✓Y,�✓btd(>rXdlr✓ PAIT x/V/YrO+rl"i✓iti✓ ,+✓r�+rr/ri✓�+r✓/v,�f+rr,rxrv✓i✓✓✓rrr�J'rx� ✓fi></✓�,�xN,�i�r✓✓X✓r A, r�ix✓✓��/ r,✓rr✓/,+,+✓ ,+, ✓✓✓+x� r,�Y✓IMr�+,+�r,� rxr✓✓rr,+ r,�X�s,�err✓/✓✓�+x�cu✓ A�urrrr,�><,�,s/�r✓�r�rwi,r✓,�r✓rr✓✓,ci✓�rsr,�r✓✓,�r>rrrr✓,+i✓rl/✓f,�✓�rr✓1�✓✓><✓�r,�,r.�✓✓�>/I�xirri,�iw��>l�s��/r// I ti AUC UIICIIM1I I.NNU.r11U . Itl'.IL❑ lu pl li Ar.IrIIr.II rII gUIrr4111111Mr r. irr :.l irr r•}rl•I r:•n rrallh r lnu . L:rPI'llr l'n, AfIlliAl (:D:u ryes in Ilm Illoirct . 9.1 flu• fF:.rrrl, Pn lbr Ni u . III t tree rl 11 rr . Mpry rnr ill, nr.,� rvrb I (.l..0 rp••. ur Ilrr i',up•,1 baton Ihp (lenofal St;(11x! of Ile:: 1 A f,I CI•I,,nr1 ill earn .I'rhnr) ul .I 6LIr ur'• ,L h•I ion', to eIL••f n•;r,,.r, ...... . •) LLI•nnuur I'nc,•, rl r•r 1.111Lsht Kl,yOf✓r✓y5J{�{�/. Ir111(r/✓✓uul Ihr: l;nnlrara leer ;vhr rb Jr her nil :n 7p r.b•,I ru.rnulnnll�' All ••let.1, l;l l.unp•a In Ihr f�rrlrY'I S1e111 IH: 11111101 Ile,,by CII.1114je (later , properly approved pursuant Lo stale aril armiciptal law. allltl `i 9.1.1 A (;ILurtre (hrlra r. ,1 Y:nllnn unlrl In Ile• ("Indf.0 Inr 'u r. 1 .•rllalhr' IJr:n, Irrlrl: allUlnff/141 .ItIr111 .111111SSlIlYl ilh171 Ulu e,ulmll(llotl ill [III,. Arprrur,•Ir1, :nllhnn alert .r (.h:uup• ul Ihr Pf(y-,.1 arnl/rn .ul a,lp l'In q.nl ur It,,- (;.........11.Y!d fvla""'Ult11111LQ, ,IP///"!'Nrl"r'rI/'r✓ (14 Ihr f.ill dt.lCl Innis .'ir hgtllllr 1 .1, h .0 111 r•.In real ur Ihr• (ir t.rl�ln teed h1.I.rinunr I'nce 1111tlllln, Iloilo a l:llrlrll,f: ofdl�rsna �rrG� t`fC->' ''b�'`G '�''�6'�'f'.�,�r�r�rrrf,�i>'/; �1�,��ir✓✓v>'��rrrryr,�j�r✓v✓i�rJ�r ". . 9.1.2 fit,!uu it.w.rt u, der,r„r.0 it, IN!Ge'lla.111-e l h1:1.11nunl I'm I.Ir'.nlle.q bran If I:h.lnorr•ill Ihr: I'fettva :.boll Ix•llnlonnmed ul nor: Of nuuu ul IN. I(Illn.vrnrl wile:. x+ ' •� 9.1.2.1 by nnuu,it dr cgn.m. I- ul r1 fnnyl ::tun I'm1wlby nrinI/.!,I and •.upprn 1,-,1 fly •.nlht:n•nl !.Ilbsl.u,p;lluuJ flat;) to pelnm ,1,v r' rrvaluallUn, lL ..." r,�, - t J.1.2.2 by una liner:. Stilled of Ile:: Mpuclnunl uI :ruh•.cyur;ntly .uprc,l upon. nr �ivziviN✓rir✓1<r✓✓r✓N,<Jrr�s,r✓ri,+rNir✓r✓x>�,rriNi✓vuireJrrever/Jr✓•Iry,nrrVrrrrrr✓i,sr.><I�.u><irr '�`� 9.1.2.4 by lho (nelhud pla,I of Suhpauupeph !I I a >`w°i�' Y 1. 9.1.9 It Iunr,: of Ihu nmlhw L•: Sm lunll uI Clau 11 12 I ,()1`yft/rJlrr✓✓✓r✓Is :gpnr.J upon, Ihr: Cunlrlrlur. pr uvulutl hn •� �s-' . mf:ravu:r a wellen Older Slipled by Ihu Owner, shrill plungrlly pmcclsl will, Ihu Wulk levulvfrd 1110 cast of such Work shall Own his lulu ellned uO the ha:a•: at Ihu masaeabh: uxpendllteet, and s:wuul': of Illu::u podnrellnu fill? Wutk allnb ilOd In thll I.11lllrlu. Ion lednitl. Ill the t asrf Of all lectuastl 11, IIIa G1,atalllend Maxllelllll Pnrl:yfyl/�1�G/r1+1�✓1�✓�/✓!r�/N1�Y�J/V✓V�I'r✓✓�✓✓ In !'(101 COSU, anti room under Cldu'�lylJlrj/✓/f/ �(f'(1 1 2.4 above•.• the Cnnu.lcrur shall knrp and litesent. In spelt Inrnl ;Is the uweel fllay ell(.•cebe, :III IlnlIlized ill:t:(Ifrfl Ill l(lJMQ1YV1Nl+/1�J+,r✓✓r//lvt�iNNN✓sf�+,r✓,��+,rN✓dN/✓✓'//✓dN/�v��U,�AN✓r'/r If1,/f ffl)lJl1711i(/1 VV:61 I Ile anloUM of decrease of Ilse, Gualan(ued Maxununl Pace lit Im allowed by the Contractor lO Ilia Owfwr 101 any delOhun of chanyu which resulls Ina nut decrease ill casl will he the anlOunl of the actual nel decrease. Whun hull, adtldlons and l:1ed1IS au: Involved ill any One Chants., Ihn una case its Fue shall be htlefed oil the oasts of not increase. it Illy 9.1.4 II unit u '( I I u.us an: slated ul this Aglem oral or ;ubsellunnlly ayun:d upon, and d Ile! qumnruus ungnlally cuntuugda boil Ile sit chantµal Ina prupusod Challou Older of a:.a le-'ell of Several Cllnntle uu luf s that appllcauun of Ihu atpued tulil prices to Ihu tlltannau: of Walk pruposed will caus(! subsldnlial uleepuly to Iho Owtim for life Cunlractot, Ihn applicable unit prices and I this Guaranteed Maxnnum Pace shalt be etlultabfy adplsted - 9.1.5 Shuuld cunce'llud candluons rnculnnteled lit Ihu pellurfnanco of Ihu Work below Ihu suilace of Ihu ground or should cuncualud or unknown cunlhuons In an oxlsllfld slruelme he at vaeanCn will, Ihn" conditions ndicnled by Iho Dinwinys, - Specdlcatlons, of Owner-luulished inlurnnbun or should unknown physical conditions below the surface of the ground or should COIlLualud ill unknown conditions in an uxlsung slnu:lure of all unusual nature. dillunny n,almialfy from Ihosc oalinOrl. ... , ly encaunlurod.Ind ttununrlly leCul ill:etl as ulhumnl of work of Ihn rhatacler I !I' let in Iles Aoparnuvll, be mlcounlCu!d, 1 . �f/f✓S'11(i<r✓l+lr:�V J�✓t�V+Jrrrirrf✓1�✓✓ih1• Cnnunct ,Imo Schedldu::halt bit eyurlubly urlluslnl by Chnntln. Onfor Igfnn Claim by either patty made wllllul a lei, mefblo little! alter the Iwil Ohsemin,:a of the conlf enl::: provided the guaranteed wax— �. imun price shall not be adjusted. I 9.2 Claims for Additional Cost or Time Il - 9.2.1 If rhu Contractor wejlas to nlako a dalen for an incleas(7 ill the Gu:uanleed Maxunurn 1911:u, �/r/'(✓/fir(,/✓yi�l(rr�del an extension m the Contract 1 free Schedule. he shall olive Ihr. Owner wrillnn noece Ihufe(4 w111un a leasnnable lifer.allot Ifta oc l - i (:Ill ence of it evuit opvnitl Ilaw to Snell clam. I lus nonce slfall be Ilivrn by Ihr•Cof11m,7lrlr 1wItI •pc ruurdoa, to execulp. Iho - Willk. excrpl 111 all (Jetenter oy 1:111Janlpn1%(1 Ide for pngnr ly el whldI Case Ihr l:nnhar.lrn alfall eel,ill Ile;Ilc;cn•hnn, lit puwrnl < ' . ., Iota:11f let l r t r 11 r tilt U 11 rl`1.11 In n111 n• in I.-. r ern n.r • n•. n • ... i II I . 1:M1n.•It. fill � �. �. ._ o. a ,. ... ... _, - ..r.�..rr.•-.fin.. n y. � '!.. ,�.µ1"'.' 1 I,.. i .I ,rlup. il - .pi .unl : I" . .h:•,I , n ., ...Ili .: - L. I ,: I•,. , il '. L :rvl. r: 1• •I ly lla. Il,;nn. . .I"• •.I�.GI In• .n.,.Ir Iti tll v.l d I.• n .I U• 1: . .111 If., r 1.....:u• I1.. .n. L. Innn J,,JI IN :A,,I nn 1,.,1-, 11':.I lrl ,Il l,l Ile• 1.•,nti nr In, r .r.�nnl .r I •.n 1 ......u.n...l r.I II..•n.I,, .11, , II. .n ..II . I..I.I..I n n 1.1.,11.I:I- ...en I.... ...AINVIYY'/`l'✓l O/T1.lulbn. I linN• '1. In^L. rl I...ill,-.rl..b'I.uuuillnr•..... nil. IL......... ..... . ,IA,lu Is, Ill At,,,, I.dn.p`mit,,,litiaf.v111Y A1.LIInnnr I•ru ... IJ'jl//rfrll) '/,//y.1./„r . .ma.n'1 luu.• •.. I.•.,Ld.• n aM.".I I...... .... h r Innn •.6.d1 lu' Jl rll unvl•,I [IV Chill"pr I nIL•r 'lhi:: l.>Jr:v.Jn�1�11 i su�ij._�:1. l.0 I•.u-.Ir p':q.Il 6.G. . 9.3 Wolof Clleuf)cs in Ihu Pm ocl IIII•I)v.I.. yJll. .....,u 1 .11it.rGllmllnrn}dMass. I ......I I11'.1, .......b9,'....n r.f rim l lnlll.l, l I n...• ... lo- IIII...md ..•,I n.. .........I.-W .,,ol IIw nlll911.11 flu.I)If6vll1II.Will SIlf"Alea ILur, ;.w.11 1.11duip n..l; L.' '•IL•r Ir .l Ir; ..,Ib n r.l.l..l anJ '.I 1.JI 6.• Iu.uLny nn Ili.• Ilwn,-t al"I Ill" C').11"ICIUI ' - 9.4 Lnuu!tunciu, 7.4.1 In .Illy L'.rn nl.v . , Jllrr Inul Ile• •..Ib•I•/ rrl l.r.Y rn•, UI Inl qua lV. Ile• ( nnlr T;lrn •.hdll :),:1, .11 luti fi15f.1 UIIUiI, to 1)lRWlll II II 1::)IL'111Y1 Il.11lhl.p•. w1111•J .0 I.P:. Airy nu n•J•..• 11, It-,- (iu..ldnll•n,i LIJ.n nlr.n 14v r. n. r.z h`I I•:.I nl r11 Llur• .:Iii,itoolf 11Yy tl n Cost. U dl.lnl tin dla .reel nl .•uu np rn.Y wr .I. :1..111 h.• lL•pvn Nrr•rt a•. Innvub•ll ul Iluti As Is I.•; fJLovid^t1 I:Ilere shall. lie Ito claiuu by W.. Cue..... r for danugu clue fruit acts of OA, incJ.L)d1IKJ wcaUler LundiCiotls such .l slonlr; and hurricane•::, IIII I.n1ic•^> AQ1lCtl,f fy I a•JJ ec to tell lg r�u IJIc l Ilsurancu c w- 1 ct.lyc for sudl aiull<ji., uuuvcry. �ijli(iJ144�{ f9'1'V/Y(✓'/'/ON✓v✓✓1v4'/iJ!J�i'J�)V•1S,�V,{✓r{r�,<!✓�IrVJ"/d/•Jd✓14'/✓�Ifl(✓l�✓r�/;,(/rfeu✓r/JrrvSA/�,{dUJf✓,l�f/1,4J(1f,�bG,/!d , A1111ACLE 11 v'�'J'I'1'/'/'1'1'Y'/'!'J`Y/'I�JII>'l�l'/IS/YJ'/!'✓✓r�/6JIl{✓lJ✓,II/�11�J�/v�✓•�Id/✓✓JJ✓dJ1{/Y/JSd/✓yS>'d✓Vi/Jf�/:(JJ.�I/✓VrG(✓uS.(:/V,IA ' `Y'1'/)Yil'Y,''fiY�'ffJfllr•1�/i'/J�l'J/�'f;'✓,/�'1(1(V✓/✓IN//1'✓I�Nr'n)JJ�.Jfit(lrJf>f//1+4tvJ�N>'I/,/✓/JS,S,</�/J�dd/.�,(dVil11/✓IJll.!✓vf �` :' 7"i'/1'1'1'1'fsrJ'r'h'%/r'/J'1(1'V:rJ4'fV/v�Y/)(✓Vvu+r'V✓v�/✓✓`dVJIAJr'/r/1{I�✓/i✓,�1�///✓✓/YtS61✓,SdJrS ;.' , 1 , P:Iymollis to lluf conunclur j 1 11.1 I'.lyn nrnt•: •:Ilnll In• In.ulu by I it OWI if'I lit I u: Cnu I I acrindlml In tlu• Inllownyl pluredun:' altd sLa Le at Ill f Illll/�//��Il Jd14J: ,. I.l I Nr!�1'1'Jai//tu��u/i/�/i/r>rv'rJ�r/�rrN�rvi�'iN✓✓%','J�r�rr>rN/�iii��r�� ���'✓�+�/ �l;!1;�/,Y>/�l>J,�;1�`rY,�/��11i�,��;Y,�'�,��✓.ly�r�„��,1�>�r�'�frl"l'����,�vtt�,�1��1,�,�,�'('1�I,�S'.�,(;` I,Jr,,rrll.�.cc><,�✓.I�rlrJ���Ir'�I�,#" See Addendlan 11.1.2 Wllhul Ion I Ill) 1Liys at(tit ills I(:req)I ul uddl nun Ill fly Apldlcaonn lot Pavolrtnl. Ilit! Ownm 5liall pay dimcily lu 1110 Con U.Icl 1( 11 to app,111 if u;a Iitwnl:: list wi twlI A14lhoa titleI lilt flaytl If rnl C:n,nlle Ihn(Inn I lit.p:rynlerit ntauosl Shall doltuet 11 Ili at},yuyaill of .nnn tit IP; 1 luvl%"vI p:ud fly IhU Uwnclr atxl dLduCt 10'L of such application for retainage. . FOR THE oNS�NA�/ CS- j.� oJ` iNE CC,,V RAcT Sr/M o.v�.y 11.1.3 II IIIU Uvvncl :;huuld InJ lit Puy the GnW aciut al Ihu hnu:Iho pavnu'nl ul:ley anunoo hr:cmilr: fine. 1111111 till?Conhac , Inf nrly, al ally bl nl: IhCl ulllcl. fill(," .ctvu ul wntl,-n nnurr, Thal Ill, will 1:Inp Welt. wlihul lief: HA days after leta,lpt of Ilia nuua: hY lho Uivnrr, anti a11,11 .uf:h fivo Ili) ILry pcllud. ::1op 11w Ill npa:l unlil oaynurnt of the- nnluont uwnill has haun iccniv- . Ili] WrI flCn nonce Shall ill!I;cI:I IICIJ to hrivl: Iroen duly sill veal d sent by r.,-t Ilhcd nail In Ihn Ina hu::nlrs.addlCs known to him - wh., 1pvc!i It'll n111Cr• I.L4 Payl nunls der. hul unp.wl sllnll llenl u)p•u!•a aIJ(}�•//./tr�}1JJy rS/t /r•�IrdYf4(1(I✓I/� +(/IriYiLl,Jl{'r(/llfr,l�r�J,i��1]��1/I-(H j '74//Y(/S''ilJrl)`✓1/T1'14(7;/ after Go days at Uics ra , o e set for 1r1 1 .�.3 of ,e rldtan. •• i 11.2 1 his nn (:till llnl'Inl vvanls nul l dual anll•cs Ill.11 nlle. to .Ill WnI I., malnnnl•:and ripuploonl I:nvrn!d by nn Aty i tilln list _ . .. .. I Paynwnl vvhollnv mcollmialyd 11) IN! I'lop•r1 of not• will p.Cva It) tilt? Ownl'I upon ml ,-lilt W nlwh Ilavol nil by Ihn Conlolrfol heo anfi CIC:u of :III hen•.. cl.une.. SI`ctillly n1114I il. of 6nrul nl n:uuy:•; het eui.d lei n•I,-ned In it.; Lp'os '.. I 11.3 Nu P)ogw!,-; 1':ivilwill nut any pal flat nl entlu:us1111, 1 panr:y of Ow PI npva by Ihn Ownm Jlall run:lihllf!till:u:Cfgf _ lance of any Wull, nnl el :Ir..ulll:ln,a: Willi the Otawsl1w; and !;penhl.lhuut: j;,._ I . i t n A,clluCllml of fill tin . nl In In Alll,. l Ill's 'I ..lilnirnn.p. L rlllrn• .p... vu. . I.I. l..n . .nn..nl.. .• . ;1 I r � 11.A I Ii , ri.ir I I r •I., ,. !:d'.I. i.. U,.. I'r. �r�r!rllf�i�P l'GYlJ✓�r��5f bli be ,rue and Ir,i r,d lr. . I Ln r p I L.,I .11 I r I I I 1 1 r q r, i t ;,I . ., Iht' �11,Snr•r IY t. 11'e5 life Pruiri 1 f.l nr,ill ♦i.i i. ,.nl I ,I uI t i -u 1 th.0 L.i 1 i I. I n I .0 In i laid-,! antf III., Ayo:rvnr ne SubSl,aolydlly Pi•r tun nr,il II Ilu•nr 5huuid roniavl llumrir gr.ni hI' :tin 4,1' h.d, Ili LUl ur.r_h'i :110 the Owner [h:IJ 09I 5ur11 aI nis and Ille can rdl.ItP -Ihall doll Vol, of yrr Wny. In';IIt l.pdrllcclino-nplrwb••..rulil,•rn'.Initfuo A n•4111viabie llnu: Ihele;lllcr 1 lie Owner rely retail% a sure c.gudl 10 I!/l'o of Ih,: i:•.tun:ped cu%t of I-nngJ••Invi any unl nn hid loo lvuvided [hat Sort unlunshod Items are Irsirsl s!:l lal.rlCly and the e';oInJi,!d i U',1 u1 e:omp-loaf .'ir unto u•.hed h.nl$ i5 ill< w .o L•.IeII sepa,llely Themahef. file Owflvf shall p;ly 10 Illy Cunllaclut. lnnrllhly, Ihet afflourll rll.w led lot lnr-anllh.lo W:1o5 as each of said 'erns is completed. 11.5 poll llC ISSU do Ce UI f❑i.11 Pa Yf hi`Ill, IhC Ow her Inay rer lWi`51 -;.Ili-Jacloly ev,dollce Thal .111 payrolls, nialMials bills alld ether Inds hti dn1 ,.unnrn'Igd with the Pugs Y:I h:rvu h.•rn noel ur nii;nl wil,i• '.nila a:di and that Arnler Shall be entitled to deduct liquidated damages for unauthorized delay by the..C'gntractor hereunder. 11.6 Ihr. Irl.lkloo ul Frial Payl11•I11 ';In111 -WrlStitute .i Warvrr of all t'1;pn Y, try Ihn Owner/t /j �'I 1 .;e rising from: iI r Unsealed Liens or claims on surety hotx3s. L n 11.6.2 Improper w0lknm r;hgl of duhchve ucdcual:; aplreannq within ono year alley fire Cato of Substantial expi f)y� permissible tinder 2.4 warranties. x Congrletion, arc3 oilier claims pe 11.6.3 Fadutu of Ihr• Walk to comply wall ilia Drawings and Spaci Pica l Ions. "+ - �A 11.6.4 Teens of any special !guarantees required by the Drawings and Specifications. - Y; Lfi t 11.7 life acceplarlco of Fund I'aymmnt shall constitute a waiver of all clauns by the Contractor except Ilia previously made tgPr, Ili wilting and unsettled. wsi' Y,5 dd v� ARTICLE 12 Insurance. Indomnity and Waiver of Subrogation 12.1 Indemnity is � 12.1.1 ilia CunhaGlw ago:e:; lu indenuuly and hold Ihu Owner harmless Irunr all clauns for bodily uqury and properly danmge lather Ihaif file Wulk Ilsoll and Mil d d er plepurly uuuln Wier Pata(paph 12.4) that may atese barn ilia Contractor's upe(atlen:; under tlus Agreement �s 12.1.2 1 he Ownel shall Cause ally olhel contiactur wife may have: a contract with Ilia Owner to perform work in the areas I wheto Work will be perlonnlyd under INS Agreunn:nl, tfl� jrjl Jl�r/�lff�•/I ,h1 ✓`{y ' � ,(y( ,f l.�'Y3'INrNKiYyN��vs �JAM �,1,� (��Hs/IY16/j1 (!(Ill(lX[ cd " . Carry ance acceple to die Cwner. 12.2 Contractor's Liability Insurance 12.2.1 Tho CullU actor shall purchase and nramlain such insurance as will prolect gum Item the claims set for Ill below which may arise out of or resull front file Contractor's operations under this Agreement whether such operations be by himself or by any Subcooliaclur or by anyone daeclly or induaclly employed by any of tiler', of by anyone for whose acts any of them may be liablu. 12.2.1.1 Claens under workers-' compensation. disability heneln and udnor senilar employee benafit acts which are applicable to file Work lu be porlorned. �• 12.2.1.2 Claens for damaycs because ul bodily inlay. occupational sicknuss or 16seasn, or death of his employees under any - ,� applicable erllp10yur's liability law. 12.2.1.3 Claims for cfanlayes hcawsu of huddy uqury, or Ilenih illany pm son other Irian lu:; trnpinycrs. i A(;Coof.U&ILNINO.AIV • i'i Sudlwrl .vdn l!u rig cpi• .I •. i �-r I7.(. 1.•1 I Lrnn L.: ,1.. ., ... I., i . r.11 I .. r.i„ pl tl . .I, . ... ur u � n r ,. I, I o :- : . .. I . , I, . is,....G l l l l Iry .ury I,rrtnn n•. n u•.ell ul .ur nIL'n .I `•ter .. r r I�' „r.•^ I 1 � , r 11 r 1 mlr.n •• I ul 1:'; nny nihet Ie•I .1(it 12.2.1.5 Cldu n•. lul d.un.0 p•' nlll, l llr.ur In If,,. ,r r. .1 .,-11 1 .nr..••il ro u pey l of 11'...t o ur 11, of lilln pl do pruimf Ili. 'Iu16nt1 L C.S ul Ir.c Ilea canon . 12.2.1.G (1stiv, It., rldnl.lrp 1... .err• rd (Aria, a it It, ul Jr-.oil ..I u,p In•r.•nl r,, In.q.. lay Ilnn(dr p• ,ur.0 If l off ill IIII! iwnCl ' •.IIq I, ulalnhv(dnre w u:r• ul .n r: nu.I s( vrLrl U• - . 12.2.2 Ihu Cnnqurhr gl•.rbr• I.. nr•Ld I Inlydlly In•.I u.un I- •.ILJI u.. Inr L• In.•n il•..... nI n•r.l hr rn•, hnl Iw lunl rq dn!:u ln. cpllaU�s alga ! 1 IIndliololood I ovul.up•I (•L•v.Il ul I1-1,.-11110.111 I nnb.0 lip, ompOl.-ti nIu r.Il........ no.I Ll.n d.nl r (lollur:111d11WhJlly ell Jill wnl Ia n r nn h.0 1•,, dal fit Loll lun..d loon plrgv•rly rLun...p• I nw vdr p• 12.2.3 f Iu: Cunudl:ku':, Crnnln. lurn•,Ivu Gvourdl nod Atoom lain(• I I.Itflov Iwit.lnr i, ns n•Ipuo•If I'll S of111.11nlpalfi:l 12.7.f .loll IJ ? ' ilwil In, wullro Ile I'm I(••:: Illan Innl15 of II.IinLly 1111VII// in accorchl with the Certificate of 1nnur.}nOe angle, pryvided said actual pol.icies of imnl ancr_AhalI endorse the CLLT of Qania, a nlulucip�ll llX11vision of �llf. q tatc of Florlda, as an utsur lere(ulder and shall be 11n con- ic onq urnrn•.,rvr I.I•nr:I nl LI sh Y I Ilul1,1'; Inp u'; _ I.dcll Ol:cununcn . formity to the other provisions of C111S al:tiC1C. '--- - - - -- '- ---'-' __.—_^_Aglflcylalu 7 I'mlr.•rly Unnl.np• Loch Occununru . . 1 , II Cum nlnchcn•dve Mllonulhdu Llalyd(ly 1 - I Ifodlly Inluly _ ________- _. _.__._...__.._fnrh Pin son I• . I Ln:h ticrununcn I � 2 P(opl•Ily l),uuntp! 5 --------- ---Leach Occuuotwo _ 12.2.4 Cunqualy wave G!nl:ral I.Iebdov Insul:ulcl! nl.ly Im ills:lnllod undid is smllle Polley Iul lilt! Intl luull:: m(ploutl to by a cunlhnlallun of undellylnll pollcros Willi Ill- kliaocu pnlvided by .In Iacu:s of 1,111111101.1 1 middy Iltllley ,. 12.2.5 1 hn lulclluunl pilu:ln•; !Jl.dl (mol,ml a pmvt:ionl (hill r.uvul:Macs alfoolu(1 under the puhcu:r will nut hu r.:uu:ullod or Ill I1•I1omA IIIIIII :II Il!iISI :dxty Ilan lhay5 Isla II wollult IIolw(s I1.1't livoll lllvl:n to ills OWII(:1 (,l.'llllllf(It(:n of 111a llalwe r'l1UWIl II.1 mic.11 I{ ('.ovnl.upl:i to Ill: to Init:e shall he filed with Ihr. Uwnur Inwl lu coot ouncumuni ill Ill! Wilk. ! 12.3 Ownor's Liability Insurnnca '},17• Knot I I I V y �rl^lrY�'y 'l I t -its 12.3.1 1 hu Owner sl ml n Io!i nnls(h4! lot Purch;e;un and nlau a:unun I uwn Imhdll ulsuuulcu O 11 11, ter• Olil"I' a�ill nl: nllnul anch Ill`anulCn .1':will pollr:cl hen a(I:unsl rhanns which may awio flum npurllititm un(im this AgreenlUnll [E�a,-ovi le(1, 11 v r, Contractgr s above-describll licie$ shall name the Omer/Cittyy as an adds- llotna� insure *or 1l1i pXoiiect and Cork descr� herein and for the premises th8reof. 12.4 Insurnnca to PmI__ �'r ulac - �r�.:1�f/�ul�✓�rrvf/✓�r�r✓rlrl�r��lr✓,�.�,�.�Ih(rll!1(/(1�dr(1�,/✓✓.If✓✓✓..!.!✓lifl,///,(/L•rf1!1d�/1f/�f,fi/drfdl(.6d61,G(6rfibSrfla/1!✓1: 1'/Jlfdvt�l/fii✓!(�l//f✓GY/d><rl,�:�+r(d><e✓4N✓flNfryuN,�N//M></r✓•Nr�r✓t/r,N'�NNXN>/�,�r•>r1�(N'rlrNN,�Nrr,��/r� t ' �/✓''N/�'NX/KNI+✓s�rfY�1/r�l!I��IXYi�NN>+�X�/�N/�'KdYNNN/1�i�Y'X✓r�N/,�,�/�>�NN�`YYNN✓YY>^N/VYs'YY1�N�Yf/i+�YKNYv�i�NX• : NNE/I+,N'�+><X/X/l�Vll�,�1'/Nfvt/N�'✓lvl/w�}fYX✓/f✓/1^�/I�YNNY�i�NdNK.h�71/Xj(fXK�Y✓Y'�'YNYXsM/,'s�v/N/s�v'NfYs^/• Xfv'yX�N✓NyN,p^r'/yv'/NN;"y/ryY'/fNYsGN/✓NY�1�(gXf�/l7101000,071,Z '�PPyN�/y/�"r'Nay'N�yYvy /�'�'/'�'�'y/yryNYryl'r'N1^y�1y+'y��'/r`1Mp�lr'1yr'yN��'1'��r'r�IN1l�r1y�1lp^l���Ycy'x/'�A•���• t • ✓sy/l�Ns0l11(v`/ 1 yKtf��`1�,07��vAr Yl�d✓��i�Ni�I/ ✓/1�X�(�l i'� luif,(F y✓►fi�Jll ' �c�r��Y✓Iy�������•� ���✓f���dX��rU��(��(N��b���✓✓�d1fd�/ t��✓•N/�11NJ/��1�,� ...................,r�/dd�Nl�t�r�/Ns�u�/�A>(,4fiQ6✓,Ale _ 12.4.A See Addend(nn attached hereto. LI AIiI:I1111:I1M111 HI t11141q . :'I .li.l, it ryali.a.Plr:ll•II \IP, d la il\li ,.l.l. li .•rlq lt'.Il llrq�lll ll Glp„ r111riV lrgl • LV llr.,ll, l.tl• _ .I 1 12.4.1.1 I Inu , {.. rl. I (.ungr!c lien - IhGutd, •,u1.h,.�.l:ujr.0 ,.y '.I r.pl ,rl ,.1u1 •1 1n,1 Ri r l e nnil b1I�.p.pw �11, I , III 1.- U,ti n1 r a Itl IrI CUnirallUl and to%%4 1 111C uc,ti r: cci Iit),IrIf tit r.un j..It e. 1,1 u-: •L"I) I 1;f,;{:Cr ly 1115urarn.0 11.1 ciIt Iled by endof semenI to Ihe policy or policies Th.s In%utd ce ,hall tiol hr•r-:trim q,,•d of lapu•d wl accounl of 5twh parhdl p(:Cuparlcy Consent of [lie Contractor and of Ihe IflsllrJncC cU m(l,llty or f.W r1n:)nu"; 10 '.Ui_11 occupancy or U'.e shall not be unieasoflahly withheld. 1 x�r�//aNrEn�r��,�ir,�f�+,��f�A,i><'><r,�,��r/�✓rrrA�><>^r✓�rr�,nri�,hrr�A�✓�rrd�A><,s�,�nfrd✓,d✓��t�,�irN�f� 7YfAN✓✓��+v✓v��►nc�ArN�r�,�r,�yfu��r�rrirrr�ANNrvui/�,n�var�+Ar;�,�v�,wsAan�n��,wrfw,�uv�ry>',N ; �P�i�Ny�s^rr/�rr�rr;�r�rf�rrfN;^rrrirrs�irrrrr,�r/rnyr.+rAMv��rXrfwtiv+r�urN�,��v�/�is�f,��+ v�r;'s^i9rr��'tfvs�rrr�rvrvf�i�r,��rr�ir�rNfyvr�rr�mni�s^nrrru�r�rriltryti�rflrf,�xr�Ar�r�»�f>�v�nx v�r�ryyyy�Trrr�rYYrrlv��r�fr�rfr�r��r^iNyryYYrrryrrs�rrrs�.�jry�frf�i�/r1s�.�r +py rv�rXfr >»N�,^.e � v�,rrrn�/1�ArfJrrr�rr�rrrr��rrrr, ifr�r/��r^rrrr�rrv�r/y�r�rf;�rv�ff/rft��rfrrrf���rr�s7�i�^Xpp - s�rrrYfr�f�rrr�rr/�rrrrr�/rrri����rr�rr�r�rrr�^i��rl�rry�r/�rrfi�fY 12.4.4 The Ownur shall fife a t-opy of all policies with the Contractor belore ao exposure to loss may occur. Copies of any j subsequem endorsements will be furnished to the Contractor. The Contractor will be given sixty (60) days notice of eancella• fruit, non•runewal, or any endorsements restricting or reducing coverage,lyrlt7r33JfYf M.,4X10J IN)�7��,��s�+r1/r f>i/It)'f)`/>riAY1�d1�i�N+l/vWANNAYSWd�>4ANNNrrAYNYYYf/YI'rANS�7tNf�1NI�/N1` 5+IA. The Contract Ionofleclin- -'� surar)ce which will protect the Interest of himself, ilia SwWo lfict tr,and thou Subsubcontraclors in Ilia Project, the cost of which shall b4J /•X�(rf tJf,�l/{fy��,yI.IS/r/)f r y 1R"AManteed Maximum Prict'•:{l y)5,A/"J' dtl161.l�fd,� ,ldf,l>UrIZZ /Y/`,/ t!,//t(16�d„G/fduSlafvti!(f.�lfi+fAN.�ff><i�JNdd�,(s�L✓vfNfW/�1t�Nfl+tfNN1�s/f! f 12.5 Property Insurance Loss Adjustment 12.5.1 Any etsurail loss shall be ad{uslad with Ilia Owner and the Contractor and madu payablu to Ihe Owner and Contractor •, as Ifusloes for Ihe Insureds, as their interests may appear, subject to any applicable mortgagee clause. _ 12.5.2 Upon Ili occuf renco clan Insured loss, monies fuceived will be deposited in a separate account and ilia trustees shall make dislrrbtlllon in accordance with the agreement of Ilia parties In interest, or in Ihe absence of such agreement in accor- dance with an arbitration award pursuant to Article 16. If Ihe trustees are unable to agree between themselves on ilia settle- item of file loss. such dispute shall also be submitted to arbitration pursuant to Article 16. 12.6 Waiver of Subrogation 12.6.1 The Owner and Contractor waive all rights against each other, the Architect/Engineer, Subcontractors and Subsub contractors for damages caused by perils covered by insurance provided under Paragraph 12.4. except such rights as they may have to thu proceeds of such Insurance held by Ulu Owner and Contractor as trustees. The Contractor shall require similar _ waivers from all Subcontractors and Subsubconlraclors. 12.6.2 The Owner and Contractor waive all lights against cacti other and the Architect/Engineer, Subcontractors and Sub subcontracturs for loss or damage to any equipment used to connection with the Project which loss is covered by any property - insurance. The Conlmclor shall require similar waivers from all Subcontractors and Subsubcontraclors. I 12.6.3 Thu Owner waives subrogation against the Contractor, Architect/Engmaer. Subcontractors, and Subsubeonlraelots on all property and consequential loss policies carried by the Owner on adjacent properties and under property and conse- quential lass policies purchased for Ilia Project after its completion. 12.6.4 If the policies of insurance referred to in this Paragraph require an endorsement to provide for continued coverage where there is a wavier of subrogation, the owners of such policies will cause them to be so endorsed. :• rid[:llu[1rMENT NO.un • 1)[U1.11 III I l I I A,.III I to N I .11n,1. - "lr411,•I:'.-1i 11.I lit.i.. _ .. - - .---- -- .: 'I to nnl � � i .iu.vn., unli1.1, 1 , i - f I••n nnl.r n'•rl ill Nlr• Aylr•.•r n.•nl WWII Uvn u•r'•: Ilnllll In 1'rIl unl I:unlf.u.lrn': ll I'll, unl: I L1. 1 Ifn mina Nun Ly Ili• Cun1llrinl I IIIIM•1 'r' ('yl) 1.1. I.I 11 Ili• I'll qr.r I r. .I.qq.,..J Ln .l ru•J ill 11.1 � .I" ri.�1�J�..LIy.•. lul.l... .ru ....l..r .d .ray r,rr lrl rn n16r1 Iruhhr. nulhunlY lu...... . p. .. .In n1, ill .... .1 fr•aaI ill .o. nr 1 ill .. unru•r rl, •,u, h .. .L.. Ln:rh.rn .0 :f rr:uurn4l r•n pq gr'nf' • Iunl:ill Ilnnlll.'1 unnvdr l.d dr„ it unulll nil.0 I u. Lull ill 1h.• l lnl".0 I.rl of itII u• 1`I'll.•, I •.1u nJrl In• .,Infquvl LIrIa (M•r f)fN•'ll !(I�L11kJd(11:�Ih� 6y Iha L. L u1111 ar.lr rr Inl Illr• U/.I rr•I •. Lulnn. Ihr In.11e• Il.lynrr.11 it m•I r'I rl1. Ilr.•n 111.• f',.nlul. Inr ill:r':. nlrnll Y•t/(��it:l l'i� WIU6•n nI1111171U I11U -I b:rr'1, Ilia nnln b! Ilu•: Mph. l nrnl .uul mr rrw•r 6nul Il m• I lvau•l Ir,ry nr.'nl I,.. .;I Vthul r .rr Ill•r 1. 1)f�If/]/1/�J�r�r/j.t��yq.Il/lr��•�It I /l,ll//.Ind Inr .lily lulrvr•n Il r•.'. '.I P.L unl•rl II nul •'•1 I II, Ir rr.l•. /,I .lily u1:rJr•n.d•. nr un.•' r.Unr.bnn rlpnpm.•rll :nul nmmin1101y, V. C h'vbIIII1!/vv;tif f✓,(Y;11y1/d71) tl,nlif)Iy'/ inm]wlin•f tl+ualtlo.; Iall•r Il::;Ill iIvi Ilan fillr-nLi,mal. or grossly negligent breach of this Contract by the Cwner/City• r j li 1J.2 ofvnnr': Ili(fht (u Nru fuun Cunlrua Itr'!: Uhliflali'lns :alfl Iul minmion by Ilnr Uwnf!1 (m C"onu i 13.2. I It Ilu f.nnll,u.lnr Idd . In In!fJnnn nny ill lira nldnl.11l.nr;mill-r Ilr: Mprr•un•nl, un lullnuf ally'lllf(plo U1 ho 1I.-Istolla-i to lu•I lwul W'ld. •.v11h lu•: nvnl Inr, r•:, Il u' 11p;n1•l "Id y, ulb•1 1.111/{�II I:]yl•�' v:nllrn nrrllrr. .lun.nl wlarh pnnnd Iha (alllllflt:l Ul IOI19 In lnu fun" ::nla ulL.plbr ill, nr.11.'1p n u 1•.w h rJ.•1I. o•". ..... I 1.,! l iun..n W•r .1 61:u rnu un l'l a u. if.IIIV. 'ball hr trdw:md fly lull CUSI to If,,: Ownt-I ill ill.d.uuf Ipnnl ......t1 rb-fi, uvn n i1J.2..2 11 Ill! I:onlrm I'll r: allpnlucd .1 h.uJ.ngll. of it hn nla{.ms n fp•n1•I ill n•.•.upuw•nl Int Ills bmnmlll (11 lUa clethluls, of 11 It I urt.mw ill r, :qqa nnlmll un o1.1.litlnl ill hr. uc:nlwnu:y, of d ha Imltf5tenlly o1 n•I n'alm fly n•luro•;rn IaIN, r.vrapl in msas lot wltiOl . l:AIufl'1It111'll Iltll.tI:;Iuuwdmll, In '.uIgAy unnugh Inule•Ily!3;loll wnlLn ,• tit Ialy-1 "lmullah. of it h1f Ind': it)mako pfop(n pay. numl to :i ulcunlLu:hu:: ill hn ImilclrJ; of I.Ilml, of pmf•:r.11•nfly 111•a nlpud•: Inw:, nil 6n:uu m• nml `; nvprl"liun of n"hp9 ul . Orly p"lhc /ulltrrlly II.IVInII Purabclaal, of nlhmlwra!m. Ipldly 'lI a suh'.Ianllal vna.11u"l of it prfrvr:ual of Ill's 1 u4!n lent IIJ i- ) the Vvvnu. n1nY, wlll I'm I Ili ep a III I• lu:nty nt lhl 1111m1 nc1IV.aillal tel Ipvu If 1 11 If lnu,lul al hls_Ia Uul y, if IIII filly-� %V111Im11 null";, 11"nntl wIUl.lf Ilun"d Iluf CunI1g1:1uI IaIP; In cull; Ihu vinl:Iltun, Ica nnrnle Ihr!mill dnyllu•nl of Iho Conpoclor Aml 111.11 lu:su:aaun ill Ill.: !all' it'll ill all Inal"I"lla. ill pUlllmmt It. Wile, cnn!:buchfnl mpulnwall 111111 "laclanl!ty Iheltton tlwnotl by .. om Cu1111 n"101 M., MOY fun•:II Ill.Wilk by WII;IIf!Ver It;n•:nnllJu ulclhnll lm"lily df•unl flelmdiunl. In Socl7cose, Ihu Coillinl:lof .. . .;hall nul Im anlllfllll It, rI!I!Ivu Illy Iw lln•1 Ir.lynn;nl unla 1111: Will[; r: Inu•:Iunl I'm •;hall I'll he fm6uvrd bnnl his obliunlltals -' a•.:unuvl undut Atnt.lm N 1J.21.J Actual Darrages (See Addendtan attached hereto) 1J.3 'lorminutiull by Uwnur Wittloal Caa!:m 1:1.J.1 II Off Uwnul Willis ill's Ili! Alpr'ana:nl k,1111:1 Ill;ul Iansa:ofl In Alluh! 1.1 7 Z, LI' shall a•nnbll':" Ill" Cnnlr;a:lul fill A,',I' yq(1/i/yo Vtflf)4fYV wid.f%Ili/i+74�✓<<II�i1+7�i%? +'v'I�.+1/v+t�t1441(tl✓74�+✓15(✓I��d,4h✓/t✓(It(J14+/�l/d7v�VJ4(✓S�y(tl�lvU/d 7(1Ii/✓t1{vi/74{flit/tdeG/t4< t +,f1<t!Y'/tl/✓✓. +1�/V✓/v+6114G��/Ird7ra✓)I/d✓✓ t]Iliatliostmll Maximum 1 Cusl„ly,l]fr�ri!]�s{✓,f,lyf,(✓It/;/ri Itt+�tt�'�04+a✓v+t/t; ,4�,4�r/1"ivu!u✓vZlt✓It/7�)h(Ir�+Ott It'll ownm shin faro pay to 1110 Cull• Ildclul Iml colnllunsahun. "tlhaf by plochlem of a•fttal al 11.11 oleclltln 'll Iha Uwnml. lilt Illy millil1111ar11 lolaine(l. Ill l:asn at such lun"nl:loon ill this AUt"unn"1i Ilia u%vnul shill Inllhmr imsunm It'll hmcolln! Ilablf! fill olhllntiuns. couunipltanls�kl1l - 11flYPvIP1Y,.,f )f d m1 Ill'! C'lnlrmaur lid:; lmmutv,ly Midi":;un of mcunnd of 1pvvl I:vlll in connection with said Walk. ilia C"Ilo:iclol shall, I: it colldlllnn ill ImCl:lvuly ill,! Ilaymm111$ tulr•nl.'tI Io In Ills: Mlfclm 13. sixi!cow fled dl!Iivr!1 :Hall ijamis null IaAu:dl such sll•t v., nu.lutlUm Ill.!tutfJ :cv:npmu•nl ill 11,% cl"ll"It mill nlllle:. :m: III,- I Iwnrl ,.;IV nnpon! fur Ilia ll opose of fully - vC'.IIIItI Ill Ili. Ow'flml IIIL• IpjhvI Iltlll 1r1:r 11'll: of IIIa CUIlII:11.1 ill Illldml .':I ICI1 ilIIIIl1.1111111I: 1❑ la if lr111111111!IIL': .. All I ILIA: 1.1 A nsillnlomnt and Guvontintl I.nw , 1.1.1 Idmrlhltl Ile Omit!( It'll 11a! Cnnlfac.lul :.hall a:::etIIl h1: odm v-;I fit II":; Alltmenlmnl wilh'l"1 till! wlillan eonsnnl at Ille ill ier unccpt ds lI Ilu• ,IS:a!punmd (11 Inurmmd:. i ! i h1.2 ]In;; Atp rminenl :call hu II"vnntud by Ulu I:Ivv of ollr!r.l i❑ Iha Iocalinn ill lilt!; Pf"iml:l. . I _ 1/ AI:I:o111:111.11 fit fill Allr 1.1'.Y�II bII1111 A1111111.11111 Alllll.lull lln. llrlrl.11llrf t'.Pl ll'il lllrrlVlll ll.111.1 I'll.- . . i I fJ 1 15.1 qUr-nke1 ProjrN•_ t. Ilie Proje_t is a T jko P ojc t wherein Contractor undertakes to d••sign, furn4 chns`ruct and Provide ever:thi r: e_tntained and d466cr bed in the Contract Dxullents and do all work, of whatever natul-e, to caaplete and full• �urnish the Probe t � for the.p se for which it is intend, to-wit: As deseriL_j on the cover page herein c:escribLmj Ule Contract documents 15.2 Surety Bonds: See Prkiendun Anna.c lr, it �_ Arhihaliun 1. . 16.11 All. IL/uulR. lil.(r.lgtl/�••,y:,I/n rl/•.1/l l�1n/tn.-d/I-"'-III Il111•.hnll[:In'ppl rutl nl./It1.•I:,Illt.11.t, ILIS(n/rIn•t'lIX'lll ql 111r!h11`alal lllf!1I;VI*�� /��I//)()VY��///'/ +//!/f11//////V•////N/✓✓✓✓/'/ ✓✓ //��/•✓✓YY'/�I•�f/�+�/'/'/:rr,rlr.a.,•III Inr clailtin W1134:11 l avl, Ln•II w.I rvtal by III,, nI.l6unl w nL1 gdanl.r. nl I ilal I'ayn✓•nl •.hall hr IL-.0 l..rl by a1 Lno11nn1 n1 arrnnlan[n Willi [fit: (:nll$111 u: Ihn lrm Iles nutlually nlprtrt Ulhnr �' h�n1 Ill.ln•ary Mh111,Itunl Ihdl••, nl thr Mnrrn do Mhlbalu ut M::utta ur.n Ih.•n nht.unuul nab••':: i • .vr.�• I IIP. .P 1,rl;nu•1tl It, hn,,lla .1Ldl III! !,potj llcally r!rdrnr o d ahb: un .•t Ill., In'wo'll n,I alfrlllallml law *involving damages less than Two Hundred Thousand Dollars ($200,000.00) , 1G.2 t• t,W:o of 'Ho dlvn.11ul fur .uluunluul shall be Idcd 'I' wldnnl will, Ihr ollw, party IV Ill: A(pomanal and With Ilia Amvi.,.;n Ai4nt•Ibnn A:r:ut Ia Una I It!dumm16111 1,11 ulltolanurt .hall III.nlada wlllun:l n•a.nnablr. Iunn altar thn rlairn, dismal; _ w olhul In.,llc1 it,tpur}pun h.r..rn•..:n. .111d III Im moral•.hrdl,l III!wall.•whril In-011101 nl IPtlal it, nqultilhln Ill Oct)ntlltl1J711.15ed un •du:h rlan n, lhnpolu ul ullw, nldllol et yuu:alon would Ira b:ll,t!ll fly Ihn altpOcuhl.• rl:llutn ul lulnlallnns. i 1G.� Iho;Waal n:nllcu•11 by 11w mh11r.11t11•.slcdl hn Iu1,d.Ind lutltpurnl any Ira rnP•Intl idiom 11111.1031dnnrn WilliOPUl1(:nl)In - low ut day (:awl havnlll Iun•.du:ll,ut ILI•nnd - I { 1G.A Ihdr;t: ollu:l wr:n agn:ed III wnuny, Ihr. Cntllreclul shall C'Iny on Ihr Wulk and nlaudanl Ihu cunhaCt Tirno Seliethilo .. dnnnll any ,.unto uln to m:lkr. payuuvds its nrcoulnurt.with Iltiti A0l annlenl. . .. 1 fi.G all clan u::whu.h nn• nadlrvl In n1 drpl:nl h;nl "I'll" nat.It Ulhcr ::Iud1 h,rt hnalrl fly III,,eruno ailwiatnt or alhilialots. nvell i Ihnullh the ll:utu::: dn! nut Ihn !.nnu•, unluo•t n •q Irn'Ihc r;nnh nl.l pl ul ulrtl!; vu:h cnnsnlu laUnn �,, 17 1 ., ! IG.G I hu:.n pl uvr.0 ll c, Iul:Ilulll In n,.0 utlluly al hlhahnn :.hall not hn allpla:ahln In a chill ay.ltlted In An at:I1011 ill a Matti(tl !!1 ICdnrd fond fly d 11.:1:•,tI1 wlln Pt uo1Ln nn nldnlallnn Io allldrllo stich churn wllh nllhnl nl Ihn I,:Il lln::In Ihls A(p M!IIIn111 iOSghlr av Ihu pal ho:; uI Iluc Atpunlncnl n1.ry 6-NM! In;•sart .ury n,(Ids ul nnlnnuuly III cantata than Willi n+..Peril IliIhn subjrtcl n,nllmr ul .11( 11 acu;ll I he. Atli cnmrnt rnhacll JIM) :rt nl fill! Ilrly anll yu:n Iu:;I WIIIIl111 ahovn OWNHI: CITY OF DANIA, a municipal subdivision n 1 I ty 1 (SEAL) of to of 1 rida 1 C�ty Clerk By° t By: APPROVED AS M FORM ' 1 �er AND CORRECTNESS: HY CON91�fICtd CO. CONIRPd7PDR: a Ell on C�<CLC.`-- PRANK C. ADLER, City Attorney rest en i DESIGN j ENGINEER: E DESIGN ASSOCIATES, NC. ns .; 1 BY L, AFFILIATED PRE- S CO<RE'lE, INC. MATERIA[MAN: to co oration 1-8111IPS, Presi eat r. AlURPHY vlc_' nlll n.l 11111:.11Itl11„nIJH n11P:IIlIr•:'.111 II:.I I�•• '•111 P.:. 1.,1, . nrr uw.ur.0 nl wl .un n1•.n,n r„�Ir-•.ui�-tn•n .. r ADDENDUM TO STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS ' r BETWEEN THE CITY OF Di.N IA, A MUNICIPAL SUBDI'JISION OF THE STATE OF FLORIDA, THE OWNER, AND THE MURPHY CONSTRUCTICN CO. , A FLORIDA CORPORATION, THE CONTRACTOR, DATED SHE DAY OF DECEMBER, IN SHE YEAR OF NINETEEN HUNDRED AND NINETY-THREE. i I rQNTRACTOR' S SC RVICES; - 2.1. 1 . . . That at the time of execution of this Contract, the Owner and Contractor shall have substantially completed Phase 1, 2 and 3 as evidenced by the Plans and Specifications described on the cover page of this Contract and the attachments hereto. That the Owner and Contractor agree that in the event that additions and modifications to the Pier are to be made simultaneously with the work or , ll be entitled to use the drawings and subsequently thereto, the Owner sha ' a? specifications for said purposes pursuant to this Agreement. WARRANTIES AND COMPi.ETION: n 2.4. 1 The undersigned Contractor s, Design Engineer's and Affiliated 'T Materialman's respective liabilities described herein shall extend to the time w, t { ations provided by Florida Statutes of Limit for patent and latent defects, for improper design or workmanship and for defective or improper materials. k A,1 The Murphy Construction Company shall be liable to the Owner for the } e C design, the materials and construction of the Project as herein specifically 4 described. The Undersigned Bridge Design Associate, Inc.'s liability to the Owner shall be limited to the design of the Project and shall have a subcontract for such design with the Murphy Construction Company naming the Owner as a third party beneficiary the said design engineer shall use its best efforts to obtain the endorsement upon its professional liability policy to name the Owner as an additional insured for this Project. The undersigned Affiliated Materialman, South East Pre-Stress Concrete, Inc., shall be liable to the Owner only for the materials furnished to this Project and shall obtain an endorsement w of their liability policy naming the Owner as an additional insured for such r i materials furnished. .e 2.4.3 . . . Contractor' s, Design Engineer's and Affiliated Materialman's ' liability for warranties and damages shall extend for the period as provided in 2.4.1 page 2 and this Addendum. OWNER' S RFSPONSIBILITY: y d'' 3,2 The Owner designates a representative who shall be fully acquainted with the Project, and has authority to approve changes in the scope of the Project, render decisions promptly, and furnish information expeditiously and in time to meet the dates set forth in Subparagraph 2.2.3. It is further agreed that the Owner's representative hereunder shall be Coastal Technology Corporation (Coastal Tech) by and through its associate, Kevin Michael McCabe, P.E. , and other persons designated by and working under him. Coastal Tech shall certify as to the progress and conformity of the work and make all inspections for the City of Dania Building Department. ' TI ,E*1`M�o'x7 q uv+�y*^t u9 14 1 y r0mT A T TT Mr SCNEr)tiy.F: . 5. 1 The work to be performed under this agreement shall be commenced within ten days after issuance of «oe PAra!* Schadcle nttweheHl by the appropriate agency of the State of Florida to the Owner after application for and assistance from the Contractor, and shall be substantially completed within 365 days after the date the work should have been commenced pursuant to this provision. I 5.4 No extension of time shall be granted for delays resulting from normal weather conditions prevailing in the area as defined by the average of the last ten (10) years of weather data recorded in the Fort Lauderdale-Hollywood Airport Weather Station, unless adversely affected by storms or hurricanes. 5.5 The Owner and Contractor agree that if it is determined by the Owner to be feasible, the Owner in a separate contract shall attempt to construct the restaurant and pavilion contemplated by the Fishing Pier Project along with utilities to be connected thereto simultaneously with construction of the pier; however, the Owner and Contractor agree that the work shall be scheduled in such a way as not to delay or hinder the Contractor in his work and that in the event it is agreed as justified, a time extension shall be granted for completion of the work because of any actual interference. J NO DAMAGES FOR DELAY; ! ' 6.6 NO CLAIM FOR DAMAGES OR ANY CLAIM OTHER THAN FOR AN EXTENSION OF TIME SHALT. RF MADF. OR ASS .RT .D AGAINST THE OWNER BY RFASQN OF ANY DELAYS, Contractor - shall not be entitled to an increase in the Contract Sum, payment or compensation of any kind from the Owner for direct, indirect, consequential, impact or other costs, expenses or damages, including, but not limited to, costs I of acceleration or inefficiency, arising because of delay, disruption, 4 interference or hindrance from any cause whatsoever, whether such delay, disruption, interference or hindrance be reasonable or unreasonable, foreseeable f . or unforeseeable, or avoidable or unavoidable. Contractor shall be entitled only I! to extensions of the contract time as the sole and exclusive remedy for such resulting delays, in accordance with and to the extent specifically provided above. PAYMENTS: 11. 1 .1 On or before the a-5 day of each month after Work has commenced, the Contractor shall submit to the Owner an Application for Payment ,j; in such detail and on a form required by the Owner based on the Work completed, materials placed and stored beams, concrete piling and wood grates (provided said stored materials shall never exceed SO % for the beams and piling or SO 8 for the grates on Bid Breakdown) ; progress payments to the Contractor shall be in accordance with the Bill of Materials, Bid Breakdown attached hereto, and Article 11. j 9 W i Ni[�: 12.4 .A The indemnification and insurance requirement set forth in the proposal and design for the construction of the Dania Pier by the City of Dania, rr*'9a.0 Department of Parks and Recreation, as set forth in Paragraphs 12, 13 and 14 of the Instructions to Proposers (including builder's risk requirements) are incorporated herein by reference and attached hereto; all reference therein to the City shall be synonymous with the Owner, a/k/a The City of Dania, a municipal ,;s subdivision of the State of Florida. r i Q j ACTUAL D Mer 13.2.3 Upon failure of the Contractor to substantially complete the Construction Phase of the Contract within the specified period of time (plus .:F approved extensions, if any) Contractor shall pay to the owner (City) a sum equal - to the prorates debt service incurred by the City for a 2.1 million dollar municipal bond issue for this Project (hereinafter called "proration amount") , for each calendar day, plus approved extensions, after the times specified in { f '! Article 5 for substantial completion. After substantial completion (as defined herein) should Contract neglect, refuse or fail to complete the remaining work within the Contract Time or any approved extension thereof, Contractor shall pay to the Owner/City the "Proration amount" for each calendar day after the time specified in Article 5 above (plus approved extensions) for completion and readiness for final payment. These amounts are not penalties but liquidated damages to Owner/City. Liquidated damages are hereby fixed and agreed upon ' between the parties, recognizing the impossibility of precisely ascertaining the amount of damages that will be sustained by Owner/City as a consequence of such delay, and both parties desiring to obviate any question of dispute concerning the amount of said damages and the cost and effect of the failure of Contractor to complete the Contract on Time. Owner/City is authorized to deduct liquidated damage amounts from the r . monies due Contractor as provided in Article 11.4 or as much thereof as Owner/City may, at its own option, deem just and reasonable. o y S 1 FTY BONDS: 15.2 Surety bonds shall be required for this contract (and shall be considered part of the Contract documents) in accordance with the requirements of Paragraphs 15, 15.1, 15. 1. 1, 15.1.2, 15.1.3, 15.2, 15.2.1, 16, 16. 1, 16.2 and 16.3 on pages 8 and 9 of Instructions to Proposers set forth on Proposal for Design and Construction of Dania Pier by City of Dania, Department of Parks and Recreation. I i I INSTRUCTIONS TO PROPOSERS 1 . GENERAL: The following instructions are given for the purpose of gul— d g PROPOSERS in properly preparing their proposals . 2. SCOPE Of WORK: The project includes, but is not limited to furnishing all incidentals necessary to design and construct a ci labor, materials , equipment, services and ty pier. The foot e pier will be the same as exists, except where print of th expansion is herein provided. All proposals must meet standards required by local codes, national codes, ordinances and regulations that apply; and further complies with all permits, licenses, and requirements of any government, it' s agencies, sub-divisions, entities, departments or officials thereof, which have jurisdiction over the project, it's location or operation and the work herein described. The work to be performed shall include, but is not limited to the following: work,1) Provide all labor to properly man thelanningmial andrprovisions equipment, investigation, soil borings, p ground c for below ground (bottom) and above onditions, including weather, tide, water and other natural conditions, professional ` cessary to provide these items. inspection and supervision ne 2 ) Applying for and acquiring all permits, licenses, inspections, approvals, certificates and authorizations required by federal or state order, agreement, requirement, law, ruling, ordinance, decision, mandate, code or regulations of all k neeo sub-divisions providing county, these items ,or federal) and eded in the process }f 3 ) Consulting as necessary with Building S Zoning Department of the City of Dania and complying with existing codes enforced by the City of Dania. 4) Consulting as necesary with and complying with proper requirements of the appropriate City of Dania agencies, county agencies and/or state or other governmental agencies regarding all utilities. Relocate any utilities that may conflict with this facility. 5) The attached drawing indicates the general pier footprint. The information is a guide only, the verification of data must be thec cwest asdneedede andPOSERonly.toThe thefeasternt may be edge extended by th of the parking lot. j 11 -1- `.ylo- �9 TivilT"- a Additionally, the City of Dania desires the construction of a J new pier complex in the footprint of the existing pier. The { existing pier would be demolished; the timing of demolition will be dependent on a number of variables to be decided upon at a it future date. I f . Included in the new pier complex would be an expanded restaurant/retail complex (min. 2500+ sq. ft. ) , two public restrooms, a bait and supply shop as well as ancillary maintenance areas and utilities . At least two ( 2 ) roofed areas for fishing shall be supplied as well as sufficient + - strategically placed seating (benches ) . Fresh water, salt water, electric, bait wells and cutting tables shall also be included along the pier. The design will be reviewed by the City of Dania engineering consultants and Building 6 Zoning Department, and all regulatory agencies prior to construction. PROPOSER shall submit as part of his proposal, a complete general description and layout of the proposed facility including lighting, stairways, ramps, walkways, bathrooms and security system. The PROPOSER will also submit as part of his proposal a statement listing those agencies he has consulted concerning his proposal and the primary contact at said agencies. The PROPOSER will also submit the primary members of his design and construction team and past experience, qualifications, as well as copies of contractors, and all sub-contractors licenses; engineers, architects ' registrations and companies , registrations certification and licenses in Florida; and from PROPOSER and contractors written authorizations for obtaining credit reports and informatin from creditors, affidavit containing satisfactory information as to status of all litigation in the last ten years . 3. LOCATION: City-owned property at the north end of the city beach, Dania, FL. 4 . PERSONAL INVESTIGATION: PROPOSERS shall satisfy themselves by personal investigation and by such other means as they may think necessary or desirable, as to existing, future, unforseen, natural (weather, storm, tides, etc. ) war, government emergency, tort, riot, arson, sabatoge, strike, inflation, material availability, conditions affecting the proposed work and the cost thereof. No information derived from maps , drawings, specifications or from the city officials shall relieve the contractor from any risk or from the fulfilling of all terms of the contract. The PROPOSER will be responsible for all soil �. testing, weather and tide planning, unforseen delays, adequate i time scheduling, required in the developing of the project. See Appendix "B" . The PROPOSER will be responsible for all fees and .F permits required for this project. ! s . I'r' -2- L! 11. POSTPGtiEMEtiT OF DA'_"E FOR SUBMITTING PROPOSALS : The CITY reserves the right to extend the date for the receipt of proposals and will give ample notice of any such postponement to each prospective PROPOSER. 12. INDEMNIFICATION: The PROPOSER shall indemnify and save harmless ` the CITY, its officers, agents and employees , from or on account of any injuries or damages received or sustained by any person i or persons during or on account of any operations connected with the design, planning, investigation or construction of this i . . } project; or by or in consequence of any intentional act, negligence (excluding negligence of CITY) , in connection with f the same; or by use of any improper materials, design, work, construction or by or on account of any act or omission of the said PROPOSER or his sub-contractor, agents, servants or 4 ' employees . PROPOSER agrees to indemnify and save harmless the CITY from all such claims and fees, and from any and all suits and actions of every name and description that may be brought against CITY on account of any claims, fees, royalties or costs for any invention or patent, and from any and all suits and actions that may be brought against CITY for the infringement of any and all patents and rights claimed by any person, firm or corporation. The indemnification provided above will obligate the PROPOSER to defend, at its own expense, or to provide for such defense, at the CITY'S option, any and all claims of liability and all suits and actions of every name and description that may be brought against the CITY which may result from the operations and activities under this contract whether the construction operations be performed by the PROPOSER, contractors, sub-contractor or by anyone directly or indirectly employed by any of them. 13. INSl1RANCE AEOUZREMENTS: PROPOSER shall be required to furnish evidence of the following insurance coverages by a licensed Florida Company which is rated in accordance to Sec. 16.2 (b) and has at least a "HEST" rating of "A" . 13. 1 Without limiting any of the other obligations or liabilities of PROPOSER, PROPOSER shall provide, pay for and maintain in force until all of its work .to be performed under this contract has been completed and accepted by CITY (or for such duration as is otherwise specified hereinafter) , the insurance coverages set forth herein. 13. 1. 1 Professional liability for the architect in the amount of One Million Dollars ( $1,000,000) with t deductible ( if applicable) not to exceed One Thousand Dollars ( $1, 000 ) each claim. Certificate of Insurance for professional liability shall i reference deductible applicable for this specific project. -4- x l 13. 1 . 2 Workers ' compen:.ation insurance to apply for all employees of the contractor, sub-contractors and the contractor' s architect in compliance with the "Workers ' Compensation Law" of the State of Florida and all applicable federal laws. In addition, the policy( s ) must include: 'r Employers ' liability with a minimum limit of One 4 Hundred Thousand Dollars ( $100, 000) each accident. If any operations are to be undertaken on or about navigable waters, coverage must be included for the U.S. Longshoremen 1, Harbor Workers Act and ' Jones Act. r. !. 13.2 Comprehensive General Liability with minimum limits of One Million Dollars ($ 1, 000,000 ) per occurrence combined single limit for bodily injury liability and property damage liability. Coverage must be afforded on a form no more restrictive than the latest edition of the Comprehen- sive General Liability policy, without restrictive endorsements as filed by the Insurance Services Office and must include: 13.2 . 1 Premises and/or operations; 13.2.2 Independent contractors; 13.2.3 Products and/or completed operations for contracts over $50,000 - PROPOSER shall maintain in force until at least three years after completion of all work required under the Contract, coverage for products and completed operations , including Broad Form Property Damage; i 13.2.4 Explosion, collapse and underground coverages; 13.2.5 Broad Form Property Damage; 13 .2.6 Broad Form Contractual Coverage applicable to this specific contract, including any hold harmless and/or indemnification agreement; 13.2.7 Personal Injury Coverage with employee and contractual exclusions removed with minimum limits of coverage equal to those required for bodily injury liability and property damage liability; 13.2.8 CITY is to be expressly included as an "Additional Insured" in the name of "City of Dania" with respect to liability arising out of operations performed by CITY by or on behalf of PROPOSER; or acts or omissions of CITY in connection with general supervision of such operation. -5- 13 . 3 BusinusJ! :ut iao:;ile liability with minimum limits of Five ❑undredrhousand Dollars ( $500 , 000 ) per occurrence i combined single limit for bodily injury liability and property damage liability. Coverage must be afforded on a form no more restrictive than the latest edition of the business automobile liability policy, without restrictive endorsements, as filed by the Insurance Services office and must include: � 4; 13 . 3 . 1 owned vehicles ; ` i 13. 3.2 Hired and non-owned vehicles; 13. 3.3 Notice of cancellation and/or restriction - Policy(s ) must be endorsed to provide the CITY with thirty ( 30) days notice of cancellation and/or restriction. j 13. 4 The CONTRACTOR shall provide to the CITY Certificates of Insurance in triplicate evidencing the insurance coverage specified in 13 . 1 , 13. 2 and 13 . 3 above. The required Certificates of Insurance shall not only name the types of policies provided, but also shall refer specifically to this contract and section and the above paragraphs in accordance with which insurance is being furnished, and ' i shall state that such insurance is as required by such paragraphs of this contract. If the initial insurance expires prior to the completion of the work, renewal f Certificates of Insurance shall be furnished thirty (30) ` days prior to the date of their expiration. f 13.5 Builder's risk insurance for the construction of and/or S' addition to above ground buildings or structures is required. The coverage shall be "All Risk" coverage for 100% of the completed value, covering the CITY as a named insured, with a deductible of not more than Five THOUSAND Dollars ($5, 000) each claim. 13.5. 1 Waiver of Occupancy Clause or Warranty - Policy must be specifically endorsed to eliminate any . h. "occupancy clause" or similar warranty or representation that the building(s) , addition(s) or structure(s) in the course of construction shall not be occupied without specific endorsement Of the policy. The policy must be endorsed to provide that the builder's risk coverage will � i;>k; continue to apply until final acceptance of the sa buildin ( ) ( ) y g( s ) , additions or st ntcture s b the :,fs CITY. ., . 13 .5.2 Notice of Cancellation and/or Restriction - Policy(s ) must be endorsed to provide the CITY with 45 days notice of canr_ellat:ion and/or i restriction. A j -6- Li l 13 . 5 . 3 Flood Insurance - When the buildings or structures are located within an identified special flood hazard area, flood insurance must be afforded for the lesser of the total insurable value of such buildings or structures, or, the maximum amount of flood insurance coverage available under the National Flood Program. 13.5.4 ALTERNATE: Installation floater for the installation of machinery and/or equipment into an existing structure is/is not required. The coverage shall be "All Risk" coverage including installation and transit for 1001 of the "installed replacement cost value, " covering the CITY as a named insured, with a deductible of not more than Five Thousand Dollars ( $5, 000) each claim. 13.5.4 . 1 Cessation of Insurance - Coverage is not to cease and is to remain in force f. • ( subject to cancellation notice) until final acceptance by CITY. 13.5.4 .2 Flood Insurance - When the machinery or equipment is located within an identified special flood hazard area, flood insurance must be afforded for the � • lesser of the total insurable value of { such buildings or structure, or, the maximum amount of flood insurance coverage available under the National Flood Program. 13.6 If the initial insurance expires prior to the completion of the work, renewal copies of policies shall be furnished 30 days prior to the date of their expiration. 13.7 Notice of Cancellation and/or Restriction - The policy(s ) must be endorsed to provide the CITY with thirty (30) days notice of cancellation and/or restriction. 13.8 The official title of the owner is "City of Dania. " This official title shall be used in all insurance documentation. r' 14 . PROOF OF CARRIAGE OF INSURANCE: The PROPOSER shall furnish to 1 the contract administrator Certificates of Insurance or I endorsements evidencing the insurance coverage specified above fY within fifteen ( 15 ) days after notification of award. The j� required Certificates of Insurance or endorsements shall not I only name the types of policies proceeded, but shall also refer 1 }+ specifically to this contract and shall state that such i insurance is as required by this contract. _7- y" .�... -.._ _ _.___.__..._..........,-^".•...-:-^_..... � ..a-..•p .,, •:1.,._, -a,.._- _ '� ( 15. HONDS AND CP.RTIF_TCATES: within fifteen ( 15 ) days of being notified of the aware, Ln aranty con furnishrRACTOR shall consisting of either: performance and payment g i� 25. 1 Performance and Pavment Bond ( Surety) : 15 . 1 . 1 A Performance and Payment Bond and containing all the provisions of the Performance and Payment Bond Y' attached hereto. f 10% of the he 15. 1 .2 originalhe (contract amount s ) shall be in tplus mall tapproved change orders or amendments that increase the contract price which shall guarantee to CITY the completion and performance of the work covered in such contract as well as full payment of all suppliers, materialmen, laborers, or sub- contractors employed pursuant to this project. Such bond(s) shall be with a surety company which is qualified pursuant to Section 16 . , Oualification of Surety. 15. 1.3 Such bond( s ) shall continue in effect for one year after completion and acceptance of the work with liability equal to 100% of the final contract price, or an additional bond shall be conditioned that the CONTRACTOR will, upon completion by the CITY, correct any defective or faulty work or V materials which appear within one year after completion of the contract. � i 15.2 Performance and Payment Guaranty: 15.2. 1 In lieu of a performance and payment bond, CONTRACTOR may furnish an alternate form of security which may be in the form of cash, money order, certified check, cashier's check or irrevocable letter of credit. Such alternate forms of security shall be for the same purpose and shall be subject to the same conditions as those applicable above and shall be held by the CITY for one year after completion and acceptance of the work. I i 16. QUALIFICATION OF SURETY: 16. 1 A Performance and Payment Bond must be executed by a surety company of recognized standing, authorized to do business in the State of Florida as surety, having a resident agent in the State of Florida and having been in business with a record of successful continuous operation for at least five years . i t , 16 .2 In addition to the above minimum qualifications, the surety company must meet at least one of the following i' additional qualifications : / (a ) The surety company shall hold a current certificate of authority as acceptable surety on federal bonds in accordance with United States Department of Treasury Circular 570, Current Revisions. If the amount of the bond exceeds the underwriting limitation set forth in the circular, in order to qualify, the net retention of the surety company shall not exceed the underwriting limitation in the circular, and the excess risks must be protected by coinsurance, reinsurance, or other methods in accordance with Treasury Circular 297 , revised September 1, 1978, ( 31 DFR Section 223 . 10 Section 223 . 11 ) . Further, the surety company shall provide the CITY with evidence satisfactory to the CITY, that such excess risk has been protected in an acceptable manner. (b) The surety company shall have at least the following minimum ratings in the latest revision of Best' s Insurance Report: Best' s Policyholder' s Best Financial Amount of Bond Rating Size Category 500,000-1,000,000 A Class I 1, 000,000-2 ,000, 000 A Class II 2, 000,000-5,000, 000 A Class III 5,000, 000-10,000, 000 A Class IV 10,000,001-25,000, 000 A Class V 25,000,000-50,000, 000 A Class VI 50,000,000 or more A Class VII 16.3 For projects which do not exceed 5500,000 CITY shall accept a Performance and Payment Bond from a surety company which has twice the minimum surplus and capital f required by the Florida Insurance Code at the time the Invitation to Bid is issued, if the surety company is otherwise in compliance with the provisions of the Florida Insurance Code, and if surety company holds a currently valid Certification of Authority issued by the United States Department of the Treasury under Section 9304 to 9308 of Title 31 of the United States Code. The certificate and affidavit so certifying should be submitted with the Performance and Payment Bond. 17. PROPOSER'S EXPERIENCE RECORD: The CITY shall have the right to investigate the financial condition, experience record, and equipment of each PROPOSER and determine to its satisfaction the ti competency of each to undertake the project. The PROPOSER will submit documentation of qualification under the Design/Build Statute in addition to the requirements of paragraph 2. herein. -9 _ a Phone 921 870C ; PO. BOX 11,08 < ! �_ Z DANIA, FLORIDA 33004 FLO R1�� September 29, 1993 TO: SHORTLISTED RESPONDENTS FROM: CITY OF DANIA RE: DANIA REQUEST FOR PROPOSALS-NEW CITY PIER The City of Dania, as a result of the meeting with the shortlisted respondents to the RFP for the new city pier, has determined that for the best interest of the city the following modification in the original RFP be adhered to for the final presentation phase of the selection process . 1. UTILITIES { . A. Gravity sewer extension and lift station construction will not be included within the scope of work. All wastewater infrastructure to service the pier shall be constructed by the city under a separate contract. B. Conduit for potable ( fresh water) and salt water shall be installed along the entire length of the pier. Conduit shall be stubbed out and capped at Bent one ( 1 ) . Domestic water, fireline service and salt water well shall be constructed by the City under separate contract. C. Electric service and lighting shall be as originally stated in the RFP. i 2. INSURANCE Attached are those paragraphs within the insurance requirements which have been amended and supplant the like numbered paragraphs in the original along with one new paragraph. The committee has determined that all five finalists on the shortlist are to be invited to present their submissions to the committee in closed interview sessions on Monday, October 18, 1993. Each Proposer will be allowed 15 minutes for a presentation after which the committee will be allowed 15 minutes to ask questions . The total time alloted each Proposer is 30 minutes . Following is the interview schedule. Please provide 6 copies of your proposal. 9: 00 a.m. Durochure Dock & Dredge 9: 30 a.m. Haskell Companies/E.D. Waters & Sons 10 : 00 a.m. Murphy Construction 10: 30 a.m. TIC Incorporated 11 :00 a.m. Triton Marine Construction f 1 Attached are Insurance Amendments . cc: Shortlisted respondents Selection committee City Attorney FIY9M m Huc,tlM L.:n M ; f i September 29, 1993 ITEM 13 . - page 4 , INSURANCE REQUIREMENTS: PROPOSER shall be required to furnish evidence of the following insurance coverages by a licensed Florida Company which is rated in accordance to Sec. 16 .2 (b) and has at least a "BEST" rating of "A" . (ADD) Policies written on an incurred basis are preferred, however, claims made policies, are acceptible provided a 25 month runoff period is provided for after j acceptance of the project by the city. Item 13 . 1 . 1 - page 4 , line 3 & 4 Professional liability for the architect in the amount of One Million Dollars ( $1 ,000,000 ) with deductible ( if applicable) not to exceed Ten Thousand Dollars ($10,000) each claim. Certificate of Insurance—Yor professional liability shall reference deductible applicable for this specific project. (Replace) not to exceed One Thousand Dollars ($1, 000) -..,.. each a m. . . to read Ten Thousand Dollars ( $10,000 ) each claim. Under Item 13 .2 - page 5, I ; ADD 13 .2 .9 Ocean Marine Coverage Item 13 . 5. 3 - page 7 , Flood Insurance - When the buildings or structures are located within an identified special flood hazard area, flood insurance must be afforded for the lesser of the j total insurable value of such buildings or structures, or, the maximum amount of flood insurance coverage available under the National Flood Program. (ADD) If unavailable, letter from underwriter indicating , coverage is not available if must be provided. Item 13 . 5.4 - page 7 , G ALTERNATE: Installation floater for the installation of machinery and/or equipment into an existing is/is not required. The coverage shall be "All Risk" coverage L. including installation and transit for 100% of the "installed replacement cost value, "covering the CITY as a named insured, with a deductible of not more than Ten Thousand Dollars ($10,000 ) each claim. Line 8: Cih ange "more than Five Thousand Dollars ( $5,000) each claim. . .to read Ten Thousand Dollars ( $10,000 ) each claim. I 1 { { 1 1 f w 4 M1 t Item 13. 5 .4 . 1 - page 7 , Cessation of Insurance - Coverage is not to cease and is to remain in force (subject to cancellation notice) until " final acceptance by CITY. ADD Coverages issued on a claims made basis shall include provision for a 25 month run off period after w acceptance by the CITY. Item 13. 5 .4 .2 - page 7, Flood Insurance - When the machinery or equipment is located within an identified special flood hazard area, flood insurance must be afforded for the lesser of the total insurable value of such buildings or structurae, or, the maximum amount of flood insurance coverage available under the National Flood Program. (ADD) If unavailable, provide letter from the underwriter indicating coverage is not available. - 'i i I I : p i t - _ .• _� Ccrutic]ta of IOSUrJRCC a r_=w F --`-Cn -, ,r a:..:E • _ -- _ . Qaf.r a wfE +'.C]wS w uwi ,aiCauw•,•.Ca• [5 S:U CF'.tn o�pCv wr.p CC[. rift wuF•.o C.tTE•�. -Trn r..E:U[nwGF wi,,n C[0 G. �.E a^VC -• to to cart( that LIBERTY Name and b I THE 2t21gPyY COt25T tUCTZ022 C0t1P3-ly Address Of MUTUAL P.O. BOX 3768 Insured WEST YAL$L BEACH. FLORIDA 33402 t the date o1 this cen lfute, igsI Insured try the Company under the Pclirylios) listed below. The insurance of any n the or of other dPOlo um 'ect to ail thou terms. exclusions and conditions and is not altered by any requirement. term Or conditlon of any contract or other documar: '!,r.respect to which this certificate may be issued, tEX� ULUT OF UABIUTY OMSPOLICY NUMBERTYPE OF POLICY � D® TERM EMPLOYE RS L VAL CG',,ERAGE AFFORDED UNDER M rP/1' ` ETA STATES. LAW tY THE FOLIGYAMr• Amara 1 srArEs: 500.000 of WY PbFar WORKERS Florida $500,000 �"" COMPENSATION 1-1-94 WA1-15D-052693-483 BoarY taw B'/ Eom ) g500.000 P�^° Guru Awneu-Orm man ProauaaCanW.ra z.000.000 ENERALLIABILMY Am,mRo*ve�cP"fDp �t 0" 0 00.0;2 C]xA"MADE 023 n 00a e"rcz;;; Uatxkq 1-1-94 TB7-15 - 000 �� `r� w1011 0e. w v«P«.c1 i.nw Orp.na.mn; $1.000,000 ®OCCURRENCE Olw- Earn AooEus•Slnela Umr . Bl"PD.CornUnW OMOBILF LlABILfTY $1,000,000 EmZ Prrnan ®OWNED AS7-151-052693-033 1-1-94 Era+Ama.nt or Om+nnncs ®NOµ.CWNED Eea,Amatry a Ooarrtwy ®HIRED t{`t Umbrella Tgl_151-052693-043 I g5.000.000 EacheOcae occurrence EzceBD 1-1-94 g5,000.000 Aggr 6 Liabilit CC/.TTAEN S s 1 THE CERTIFIGTE EXPIRATION GATE IS CONTINUOUS VE OR EXTENDED TERM.YOU WILL BE NOTIFIED�+�C�IERAGER.MttNATED OR REDUCED BEFORE THE I tFICATE EXPIRATION DATE. HOWEVER.YOU WILL NOT BE NOTIFIED ANNUALLY w THE�M1A . .C1AL NOT1C£•OHIO: ANY PERSON YYFIO.YEfTH INTENT TO pEfRAllO OR KNOW aF THAT N IS FACT OF CO A BAUD AGAWST AN INSURER.SUBMRS AN o .CI AL NO OR FILES A CLAIM A ERSTAW CONTAINING A FALSE OR DECEPTIVE STATEMEM IS GUILTY OF INSURANCE FRAUD. 'I I.1t><rt7 Mutual _. -ICE OF CANCELLATION: (NOT APPLICABLE UNLESS A NUMBER dF DAYS IS tasoraxwe Group EKED BELOW.) BEFORE THE STATED EXPIRATION DATE THE COMPANY JESWIL NOT ANCE AFFORDED UNDER THE ABOVE POLIC EL OR REDUCE THE INSU OF SUCH CANCEL ATION HAS BEEN MAILED TO a r LEAS'( GAYS NOTICE Ii■■e AUrHG� J` M Ivy --- t{TnFICATE '!HOLDER La30 wo h. l „rnf-1�SSLI:{.�1.1-1�LRIl.LIXL' v : :Ctv�r�t_ foLICI' NO. POLICYIIQLDLR • ISSUII) TO TI IE NAC-101 i0 AhtEFtICAN SOCIETY OF CIVIL E^:Gl^:CERS EV 1DENCE NO. nnnlo�o Et COVERAGEPEMOD: LTICIpI'lON EXPIRATION j� 10 01 92 BOTH DAYS AT 12:01 AM LOCAL STANDARD REPLACE.MENT DATE TIME AT 111E MEMBER'S MAILING ADDRESS EFFECTED WM`I ITEM 1: INSURED UNDERWRTrERS AT LLOYD'S OF LONDON Brian C. Rheahlt (NOT INCORPORATED) (See Endorsement 2) TIIOMASL- STEVIlNS 11717 Pintail Drive A•I-FORNEY-iN-FACT Wellington, FL 33414 115 SOUTH LASALLE STREET CHICAGO. ILLINOIS C0603 �J ITEM 2: MEMIIER IS: corporation ITEM 4; LIMIT OF LIABILITY: A) LIMIT IN ALL (INCLUDING COSTS, $250,000 CHARGES AND EXPENSES)IN RESPECT OF EACH CLAIM II II) LIMIT IN THE AGGREGATE(INCLUDING $500,000 } COSTS,CHARGES, AND EXPENSES)FOR EACH ANNUAL PERIOD ITEM5: DEDUCTIBLE: $1,500 EACH CLAIM NITEM 6; COVERAGE APPLIES FOR OPTION CHECKED BELOW: COVERAGE APPLIES ONLY TO TILE INSURE-D(S)PROVIDING ENGINEERING A) SERVICES WITH UP TO550,000IN ANNUAL GROSS BILLINGS B) COVERAGE APPLIES ONLY TO THE B ISLTRFD(S)PROVID o 001 AND � SERVICES WITH ANNUAL GROSS BILLINGS Dl:I1VEEN C) X COVERAGE APPLIES ONLY TO THE INSURED E PROVIDE 001 ENGINEERING S225�OOG0 SERVICES WITH ANNUAL GROSS BILLINGS BETWEEN V A1F 1545E j �,� CITY OF DANIA Pnone. 921-8700 l i > PO. BOX 1708 z DANIA, FLORIDA I 33004 i r ��O RIB August 17, 1993 i j TO: PROSPECTIVE PROPOSER FROM: THE CITY OF DANIA I RE: DANIA REQUEST FOR PROPOSALS NEW CITY PIER The purpose of this addendum is to clarify the language of Paragraph 2 (2 ) Instructions to Bidders regarding the prospective proposers requirements to obtain permits for construction of the new pier. The City will act as the permittee and with assistance from the successful bidder, will obtain environmental permits from I j the regulatory agencies including the State of Florida Department E of Environmental Protection, Broward County Department of Natural i Resources Protection, the U.S. Army Corp of Engineers, the U.S. Coast Guard and the U.S. Navy. Specific language regarding permits is attached. i I This addendum is also to notify proposers that the City of Dania had previously purchased twenty ( 20 ) eighteen inch diameter prestressed concrete piling as part of the 1992 Dania Pier Renovation Project. The piles were cast in August, 1992 , and are approximately 58 feet long. The piles are the property of the City of Dania and are stored at the yards of Florida Pile, Hollywood, Florida. There are no storage costs associated with these piles and they can be made available to the successful proposer in the performance of work. All trucking costs to the job site will be the responsibility of the successful bidder. njs r Y j ' uron>m ADLER, TOLAR& ADLER t do,w.<Tew(,rla.,W,r) -MLEPMo, C300j)ew-aa7 PIRA►K C.AOLe1t •AeprlfLe C30"r 3 - KA/,L w.AOL.w August 17, 1993 TO: Robert F. Flatley, City Manager, City of Dania �. Frank C. Adler, Esq., City Attorney, City of Dania t Kevin M. McCabe, P.E., Coastal Tech FROM: Karl N. Adler, Esq. Set forth hereinafter is amended paragraph 2 of 7nstruntinns to arnoay+_rs for the new City Pier: I 2. $rnPF nF WORK: - 2) Applying for and acquiring all permits, licenses, inspections, approvals, certificates and authorizations required by federal or state order, agreement, requirement, law, ruling, ordinance, decision, mandate, code or regulations of any of its agencies or eub-divisions (city, county, state or federal) and all i documents and expertise needed in the process of fulfilling such requirements. Provided, however, the City of Dania and its professional engineers shall be directly responsible for (although the proposer shall furnish necessary and requested documents and expertise) the following permits: i I O.S. Army Corps of Engineers Department of Environmental Regulation* Department of Natural Resources* -Division of Beaches and Shores* -Division of State Lands* Broward County office of Natural Resource Protection !!. U.S. Coast Guard U.S. Navy *Also known as the Department of Environmental Protection. 1 FCr-17-1993 11:44 3E5 566 3239 P.02 — - y. s' 1 •It REPLACEMENT OF CITY OF DANIA MUNICIPAL PIER PROACT NO. PREPARED FOR CITY COMMISSION INDEX OF SHEETS ; SET NO, DESCMPTON CITY OF DANIA HE we" CP.#= t C'YFR SrtQ BROWARD COUNTY FLORIDA Llow x O(wOuT*N PLAN B0B "' cs PER PLAN A ELEVATION Vke 11ayw ♦ SUBSTRUCTURE PILLS PLAN S stWCfWRUCTURE I%E MS PLAN 6 KNT Drmti s RNIP A T c& GEMS ComminiolR.r 'pF�oRUrts (O is 'T• OEM NO, 24 A 25) e BENT RAN REM OCTNI Ii OEN Y etAu DRal.s CRmm(♦PionPr ID IRSCELLANEOUS OETALS RIDEX NO. DESCRIPTION coRrlw2gio." eW PRESTgtSEO CONCR0j PC ES Q OF 1) Cey N 600 14 PrtesTREtSED"CON�RLIE PLES (I OF 1) � 5=0111D9eKW l � ASSOO!ATM W. EiFffil No ,,..�:: U . LOCATION MAP �t " — REPLACEMENT OF R h eG1u �' atA TJ 1 . CIIY OF wa+N 4UTAC®AE PER 7 . _ 1. C d31d VIIJVO -Azi i Y I c 7 i— �u r� 1� 1 j ar i-•f• . AVVONNO9 3SY31 ONV) • `Ii 1` I 1 --- l m•ur. L� g •, ------ wi�✓°� • � e wwm.ay i� YN l NN3 � 0 KILN rIIY ,.. �:•'� >.a 1 � ` �,YC t 1 T,�} r'f1r. �� �n�u +. a✓".Sut! .f" .� 4Y1` .ha.� �•'r'4�n Y 1 �s •fin :f'„" .. � � ,._ .�,....._. _ .x r...._ . ,.. _ z._...4....L 5._�.`�.�c ..�.,..r_.�.sz�_.._a .._ �,fie_. r•.i`�.et...e$+::s`?, n._ } ""s� J . i 1 • 1 REFILM REFILM 1 , J� � - -•c .r--rd,"- ' 'fao.ak i' r 2 -+'�17' ,°y`�+ *�^'�k �'-^�i'S+�"X'L�•��!"i^ i�"'M,#�' � C r�.p ��ir Wh iT N t�lT}'M �,WY,, yi{1�giy�•�•� y } —4 �' � -sR yp Itp"�r 1 r,�"*"v'�"��;�k�y�F•��iM+lVr�� }��i'I^1l�CY�^�t��f�3.,M#S!C�Fr•, T�rt ��4'��li.,c,4e�r hi1y,�'�. �{���'�'� 'f` �y';.(i d ~rS �fJ^ :N I Cd'..w •dim W .►mow ...+. ATLANTIC OCEAN rnur � t • ----- r[ i LAND LEASE BOUNDARY 1 � r i SCALE IN FEET Y eoulm.ww M1 If f�l •p.Iwo r O IYO.�.r6 ' O wW„u � • i i � i � cl 1 � i •• p wwo b4.r Ilk at hBNII C=D I t� 1 � r! Ia.nc eowr I I e 1 I --___ PIER PUN Tppq.»iY r I I bp�•fM�M� I , 01 � 1 .Or..Tp AICM.YY • tY �11 slut Y1 FEET I »%w PIER ELEVATION RCPI CCYCYf OF •^•� DANIA PIER I p p 0O r I• -••- A ---- le---- a---- � • I I I I I I I I ' e ® • • � j � I I I I I I y'• 1 - I ..-__.-�_ _'-_- ._I�- �"'^ �- ® � fltA I s-_-._ Ile._-• I,a•_ _. I•_._ I,9.. 1�- I A • A • - I ____ A A__-_ •_ __• • ' � �-_ , -i lam_-_-_ -• �ry,. SUBSTRUCTURE PILES PLAN N{/ ET 1OI(/�4I� ' Y /MO 0 O.•Yr.M. Y .41Y.w..1..WY4.a.4MNb YI•. n u n o s r a u r• swcwasrrw u urtn r.w.measw , 1 rurrcnw a• ' ' I I FNI E N�TALLOTILN PRO[ a!�, I I I I I I I I I I I I I I I I I Y ..a.a.._Na.r,.•rr..aa.r.w. I.ailYgaFN1•'N.r�rlV I.l p2Eryr e�III'. VARIE6 _ p A OO - e0e s •le •«e ae ._ �_� fir_—._—_ Q—____ �_—__—• _ Q—_ v Q._—._—_ _ - 1 ':a.' 14 •�'•� SUBSTRUCTURE PILES PLAN �"�'"'!�'°^`�"^ww..• - wtew..nwrwvrr.....t Irh+'. r�wr V ■ wrrrrrrwrea.v. �. 4� w.srw.o..�swr•••4 ya rut.wrarartr.orr srr.+ j.r .rw..rr.ae.mmo.a � . wr su..on.wowrre•4 y r SCALE IN FEET Mrs I QQ -© SMS Q-® RAND MCA rr _ REPL Eucsr C! ?. DANIA PIER TYPICAL PILE SPACING w';. :'•' '� M 1 1 O I i I I I I I I I of a'y- _j SUPER STRUCTURE BEAM PUN !' Nit . wv r nrro.ar.�na.¢wu�.o.m•.+a o.a .. G)91806 uM��•� 4-T�F USUPER STRUCTURE BEAM PN r I i SGLE RI FEET L � � B .• -K AN CA L-a OF -- .. s i 4 f E TED ouwnneS , -t`� Nd- '�`_�I �� �' i :..1J t • �•II t j •� &Il Of FEWPORCINC S , Q•l��- I I� I I oi..w Je II SECTION THRLI BOLLARD TYPICAL RAMP BENT PUN TYPICAL ' CAL BENT PLAN tjLl ' ttT�i'/. � 1../.{ �C�'L9 �r l• tl .t•[OY W.Y✓ `., f...� ..4 t Q ✓ YY. �'�j N-f HY♦4mi'ttl'-+1�}''.7'r•t Mf}-t1 •w •'^ r� 'I u-:ca.t 'y h 1y yT- I++i thithH�ir Hi' ' tth+th++Fi'� r..ws i TYPICAL RAMP BENT ELEVATION vr..a TYPICAL BENT ELEVATION RAILING BOLLARD ELEVATION •„P•.•1{.A[V M.4 Wt-rwrl u M t.'l R.,•a /.,P+R Nr V r.[UQ•a_.lLl O O[YL R•'y RAMP BENT DETAIL I RAMP BENT DETAIL 2 tr-v ��..a RAMP BENT DETAIL 7 BENT DETAIL T SCALE IN FEET BENT DETAIL 2 L � r•./u\M'��_ 'ap MOMbQY.W T•/(-✓ILA WY1a{ f ( ' �M1 M YID W.. Yd AEPIACEYC T O[ _ �_ DANIA PIER wu • � ...v, R: 4A .. i Y4�S M . :ors •�•' If 1. Z .^ ESTIWMD QUANnnEs -:a BILL OF REINFORCINGf..., EAST END OF PIER 1 •/r.rd 1 My ra o'f v[•o-•rrl r4ycs nmsa d. 1 1�+ I�il 1 f I 1 f 11 [ i I 1 f li+� fi 1� r •3— _�i� fi:J d L_l I L_1 1174 `-4 Ij— ` III_ li i i it I i I i i i i I li i I i it I TYPICAL BENT PLAN AT BENT NO. 25 I tr1 I/r.rd I F. rq [ I rII•II•t.! • : 4� ` : � ' • •COI rIM• I, a . ..� :. d 1 .. : 6 fl"'f MTTV�TI"I Tl'l TT r}"t' Tr7LTr r7�T'Tt T T l lT1 i i•- 4" rr rr hYf YH t+i1 ;T�:1, h++ Mi ni tt M-tt+ tH t+itf-H-t H_f Mt Mt _++1+i Ft rt+tM tf-I+H 'f+. .. htt t1 LLB' f-Hy't1�Y- 4+H-i•H-F s:'i, y uuY'�stL-Ii-H tti - FFh .+.+ LL •(L r.uwr.[ r•4r.0 .r ml�a/ SCAlr IN FEET TYPICAL BENT ELEVATION AT BENT NO. 25 •r . /f-rd �p[�•tp.I per. -' m•¢1.f.✓1 _j DAN AI PIER _ . , J%R iy EsnulrEo awNnnEs ''.Y3' BiLL OF PEINFORCING 5 e_ SECTION I y� SECTION 2 SECTION J ,�r.r-i .ir.r.• .ir....r Iril (i� � (i11 I ! TYPICAL RESTAURANT BENT PLAN .R-ra r r� �..fr • •Nr •V.IVr •I•fr -ftt TIT 1—fTT1T TT��iTrTr"fTTIT TI-T�1Z-"Trr�T���lT�1 TI�>• � � TTT1T Tr'T I�TTT r rw•ti SCALE of FEET TYPICAL RESTAURANT BENT ELEVATION w.aursn ti nr vu AEPLACC ... M. - �-t DANIAY PIER I RG I N �1y- I ,* 1 BENDIIIG DwAAY CSTu TEO Ot.44TITIES r• Y .\.I.wrwa�r•w\\.n.vuew N�rw �� Iloa..r.iiie++r Ln•.�w..vr+ans.\ -.,�.y` •�• Y �w�wm.tlaw.mwns.w\RIiW yO -�T' .MNtl V V V..rltl TMI I W MlW MYi M'.Y ,'^'`_ j ort �yE E BILL OE A Ei NFCI�= I T\.YYtlM01 ANCHOR PLATE DETAIL u .w.4orcr.lu a>�.w vw.r.tlNnrrly rlv TYRE t LL.L 11/Y-ry V {.Nr..L.IAlIMY1O..gr1Y.YA1ir N!\W 1`''� w.w.w r.slm!M rOrlr\Y1lA �i 1 • 111 �� rt 'T- -rrr �r rt r 'rr r r 'rrtr -Ir ri r I � IS = � = SSSSSSSSSSSSS - = SSTTT _TST I p f L-t==t=z= t=- = t= t t= = t= t= t= t= t= t= t= t= = t= t=+=rt= ==t= `- t=t=k= 3tf! -Visit.... Y tatrsTx-x-x-x-s-x-s-=-x-x-x-x-s-x-s-x-s-x-s-s-r-x-s-s-- - -x- ^ -ifzj- TYPICAL TYPE A BEAM ELEVATION •_•• •_ •71Tiup - 1 I 1 —I—I —I—I—I 1—I-1—I �I_41—31 1 1 3—I—I—I I`I_1_ISI=1_1=1 1— —1—I I—I—I_111_1=1=I�1_I 1-1 I—I_In I _ tki3 3ccc 3 3 fc❑3 3==3==±=-3==3--f-3-c3 = f f=-f f 3-=f=❑3--f--±==±=-3r3-- +_ ..� '.:- iriTEl±tt127_T_T_Tit_t�T�T_7_T_T_t_1—t_T--1='t_T--i_T__t__T__7__7__7__Y__7__7-_ � ±==3 3- f_-t3 - ���•"" I — — — — .— — — — — — — —T-- —t�7-- -YiT'S�ftit �.wrrr. �%:.•.i�-�?;. TYPICAL TYPE B k BI BEAU ELEVATION Yr..v I 1-1—I—I I—t—t-1 t—I—1—I I—I—I—I 1—I—I�1 I-1—I—I I• _ ! r- IITI I_I_-1-1-1-1—I—I'1'1—I-1—I�I--1-1—I_I--1—i—I . I—I—I—MITI '•� �"��?"r'_-'' _ f�tf==3==3 3 ±==3==f 3==3==3 ± ± f==± 3 ±==f f 3-3=3 =f=-3=±-3==f3� '"�•• �!! ,b�;,;,;,.i. b Y TYPICAL TYPE C h Cl BEAM ELEVATION y..r•� TYPICAL CROSS SECTION �"Syz.1•:; W...!•V SCALE IN FEET i6[A KM MK k u.C. EI ARE MAR) CF%: Y pf.I VII�Wl�w.{ fi-t + .re..R.6 ..I AEAt/CEULNi Or �_ DANIA_ PIER I.IIs•w•rr M1.IM .r..w•.i wYw�y �4..�I. .. r.r •w�•ii••wb.+ y' w• �+vi..w.wii�u w. i�; . .e..w.r•.nsw•.w. r.ro.rs•. �". r.r.aro/rti r.r �mvw•w wos.wn•w..../ae� ' .I - /.Mft•Iy.wwIWA•.-� Y•.YfOq\Y4M. I.rfOw ••Y/\wA W •YTrW•MWwrr •.I -Li y Mr.IfI..W.wY/.y. i �. .'.•. ..•• .w•• Iw• .M.• .�.•. I nI.I0.•pwNr1Y/V. I '^ i1 I � � 1 —�� I-• I r.vw.w � —. wsioir.�..�.•y.r I...YJ. f...iA. I • • R�YY4•ry TYPICAL PIER CROSS SECTION - BENTSO- ® TYPICAL RAMP CROSS SECTION - BENTS lO-© TYPICAL RAIUNC DETAIL 1 FISH CLEANING STATION 2E-EW;CFF •"`. n r.•• IL r,..TYPICAL OUTSIDE DECK UNIT TYPICAL INSIDE DECK UNIT '^"• �^ r•„+ -•y DANIA PIER �_..v ...�.._....•.__ �� ....�.. .fie. —.-:�•.e^r.z�.—._..+ t L 1 - i a_ I GENERAL NOTES GENERAL SPECIFICATIONS: Florida Department of Transportation Standard Specification for Road and Bridge Construction (1991 ) . MATERIAL STRESSES: All Allowable stresses are in accordance with j current PASHTO specifications for all the materials shown in the plans. l 1 . Maximum Working Stresses: f'c Minimum 28-day strength: f'c Class IV: 2200 psi 5500 psi Class III: 2000 psi (prestressed members) 5000 psi 2 . Maximum Working Stresses: fs Grade 60: 24000 psi Grade 40: 20000 psi CONCRETE: 1 . Provide chamfers on all exposed edges and corners except as otherwise noted. 2 . Construction joints will be j permitted only at the locations indicated on the plans additional construction joints or alterations to those shown will require approval by the engineer. REINFORCEMENT: j 1 . Reinforcement shall be ASTM A615, Grade 60, except for prestressed concrete piles and post-tensioned concrete beams p where Grade 40 or 60 may be used. I 2 . All dimension pertaining to location of reinforcing are to centerline of bars except where the clear dimension is shown to face of concrete. 3 . Reinforcement detail dimensions are out-to-out of bars. P'SS fa' F �r,'` i GENERAL NOTES (continued) MINIMUM CONCRETE COVER: Cover for reinforcing steel shown in the bridge plan details will produce the following minimum clearance based on placement and fabrication tolerances shown below: i .. Bent Cap: 4" minimum t Beams: 3" minimum clearance (horizontal) top, bottom. Slab: 3" minimum clearance top and bottom I . j For placement tolerances see Standard Specifications. For fabrication tolerances see CRSI Manual of Standard Practice. t PILES: 1B" square prestressed concrete piles. j SURFACE FINISH: All concrete shall be sealed in accordance with Section 413 of the FDOT Standard Specifications for Road and Bridge Construction (1991) . ENVIRONMENT: Superstructure: Extremely aggressive Substructure: Extremely aggressive Location: Ocean :Z I i s i 4 j i Yi r. T- PRESTRESSED £R NEH G 6 POSTENSTONFD HEMBERS FINISH: The top of beams shall be finished smooth by floating or brooming. All other surfaces of the unit shall receive a "Class 3" surface finish. The edge of the top of the surface of the units shall be finished by use of a small radius tool. CONCRETE STRENGTH: At transfer of the prestressing load and tensioning of the post-tensioned beam, the cylinder strength of the concrete shall be 4000 psi. It shall be 5000 psi at 28 days for piles and 5500 psi at 28 days for post-tensioned beams. HANDLING AND STORAGE: During handling and storage, the prestressed units must be picked up at the ends of the units to prevent damage. The post-tensioned beams must be stored in an up- right position at all times. FORMS AND PALLETS: All prestressed and post-tensioned units shall be cast on concrete based pallets and in metal forms. Keyway i form may be wood. i l BEARING PADS: Neoprene bearing pads shall be 1/2" x 6" strips in accordance with Section 932-2 of the specifications. The pads may be cut from commercially available sheets. POST-TENSION CABLES: Post-tension cables shall be .6" diameter strands (LO-LAX 270 grade low-relaxation) or equivalent. Cables should be in accordance with ASTM Specification A421. The cables shall be stressed and anchored at 46 ,900 pounds per post-tension cable. i CABLE ANCHORAGES: The fabricator shall submit details of the cable the shop drawings. anchorage for approval with j i I i r k f I t ,f f i I CONSTRUCTION NOTES PICKUP BAR: At the option of the Contractor, 2-7/16" strands may be substituted for No. 6 pickup bar. Strands shall be embedded in pile a minimum of two (2) feet. Pickup bars are not permitted in the tops of post-tensioned beams alternate methods of lifting must be used. r GALVANIZING: Anchor plates, miscellaneous fasteners, and all other related items shall be hot-dip galvanized after fabrication. Any damaged galvanizing shall be metalized in accordance with the Florida D.O.T. Specifications Section 961-14. �R a � y � _ f 1 • r tkChWIM L UD YCIYSCATZOUS TA3L•E Qf r`.AUTmyAT of Pag OU j 19paoi:iontionu Num� ' Division I Oenorul Requirements Section 01010 suwnnry of Work 2 Section 010 Section 01027 Definition of Bid Stems d Appliaation for rnyment d Suction 01050 Field Ungineering Section 01300 1 submittals 3 Division IY lloi Uuud � � t Division III Cot,oruto '1 Suction 03240 Reinforcement Suction 03301 Concrete Work5 , Section 03410 Frucaut Concrete Piling d2 Division XV 1 . Not. U,jod � . i 1� Division VI Wood 1 Section 06100 Rough Carpentry Lind Watorlineo 5 Section 06300 Wood 9'ruatment 2 Division VISS Uot Uuud i Division VIIII Uoc Uu.,d Division X-xv Noc. Division XVI r,lnotriaul Section 16010 eaction 16050 Gennrdl Mloctrical Proviu.ions 3 Jbubic bJnl:Crialu and Hathodu 16 I 'r-1 � • i - ,..:-- v r f i i SPECIFICATIONS FOR THE f 1 CITY OF DANIA FISHING PIER RECONSTRUCTION �A7E� 11 1 I hW 1 yti R i j I �1 5 M TECHNICAL SPECIFICATIONS TABLE OF CONTENTS Name specifications No. of Pages i I i Division I General Requirements Summary of Work 2 i Section 01010 Definition of Bid Items 2 Section 01025 Application for Payment 4 Section 01027 Field Engineering 1 Section 01050 Submittals 3 Section 01300 i Division II Plants i Section 02201 Planting Notes 6 Division III Concrete Reinforcement 2 Section 03240 Concrete Work 11 Section 03301 Precast Concrete Piling 4 Section 03410 Division IV Not Used i Division VI Wood Section 06100 Rough Carpentry and Waterlines 2 Section 06300 Wood Treatment Division VIII Not Used Division VIIII Not Used i Division R-EV Not Used i i Electrical Division RVI Section 16010 General Electrical Provisions 3 I I Section 1600 Basic Materials and Methods 5 T-1 - 1 _ r.. __, SECTION O1C SUMMA�F WORK PART 1 GENERAL 1. 1 DESCRIPTION: A. The work of this contract consists of the furnishing, delivery, and installation of all materials, plans and specifications, equipment, and supplies required for reconstruction of the Dania Fishing Pier in full accordance with the plans and specifications. Base bid work entails installation of 18 inch prestressed concrete piling, pile caps, restaurant and bait slab, substructure beams, deck, and handrail as shown on attached plans. Additional work entails installation of electrical conduit, wiring, lighting fixtures and miscellaneous waterlines and fish cleaning stations as shown on the plans and specifications. 1 .2 LOCATION: The project is located in the City of Dania, along the ! Atlantic Ocean in Broward County, Florida. The site is 1 bounded by the John U. Lloyd State Recreation Area to the north and Dania Beach Boulevard to the south. 1. 3 WORK SEQUENCE: Conduct work to provide least interference to the public. 1 .4 CONTRACTOR'S USE OF PREMISES: A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the Public. All storage of vehicles and equipment shall be at a predetermined site adjacent to the construction area. B. Preservation of Natural Resources: Contractor shall confine all operations to work limits of the project. Prevent damage to natural surroundings. Restore all damaged areas, replacing all damaged vegetation at no additional expense to the City. r I DANIA PIER RECONSTRUCTION 01010-1 I i C. It ng Restrictions: Comply with all 1 141 local re -Ctictions when hauling materials and equi, t. Load restrictions on City parking areas and roadway� ' shall be State restrictions • Any damage to City roads the same as S f utilized for by traffic he horactor at no expensetto the City- be P 1 .5 SPECIAL CONSTRUCTION REQUIREMENTS: A. Contractor shall abide by all rules and requirements pertaining to approvals by the Department of nd uthe Resources, Division of Bea che artm ntSof Environmental ` l Division of State Lands, the Dep sneers, Broward Regulation, the U.S. Army Corps of Eng' County Office a Natural Resource Protection and the City of Dania. B. Contractor shall abide by all requirements of the State ural Resources, Sea Turtle of Florida De par STPP °fThetContractor shall perform no Protection Plan ( ) • for work nests and all new anests bhave een s been relocated within la 1,000 foot stretch of shoreline north and south of the construction area. C. All work ovl be conducted in accordance with er water shal jj State, Federal, and Local laws and ordinances. 1 .6 SOILS INVESTIGATION REPORT: t r, copies of the soils report are included for examinatire report, I conflicts occur between the specifications city and Engineer shall not be the specifications govern. City I ersus what construction. Differencesd soil conditions at the time of held resonsible for 9 n the soil conditions Contractor full pile penetrations is shown oa the soil report shall not alleviate the Contractor from the responsibility of achieving bearing shown on the plans and such work shall be and b g accomplished at no additional expense to the City. PART 2: PRODUCTS (Not Used. ) PART 3: EXECUTION (Not Used. ) ADDITIONAL PROVISION: F.D.O.T. Standard Specification for Road & Any conflict between the attached Bridge Construction dated 1991- provision and the F.D. provision, the F.D.O.T. provision shall apply• - I END OF SECTION 01010 r , t 01010-2 i DANIA PIER RECONSTRUCTION SECTION 01025 DEFINITION OF BID ITEMS i PART 1 • GENERAL I 1 . 1 DESCRIPTION: i The intent of this section is to explain, in general, what and what i is not included in a bid item, and the limits where one bid item ends and another begins. If no bid item exists for a portion of the work, include the work in a related bid item. r 1. 2 GENERAL: i A. Unit prices shall include the providing of all costs required for the complete construction of the specified unit of work including coat of materials and delivery; cost of installation labor, including social security, insurance, and other required fringe benefits, workman' s compensation insurance; bond premiums; rental of equipment and machinery; taxes; i testing; surveys and other incidental expenses; and supervision. i B. The Owner reserves the right to reject the Contractor's measurement of completed work that involves use of established unit prices, and to have this Work measured by an independent surveyor acceptable to the Contractor at the Owner' s expense. C. Contract Sum adjustments will be by Change Order on basis of net accumulative change for each unit price category. 1 . Except as otherwise specified, unit prices shall apply to both deductive and additive variations of quantities. 2 . Unit prices in the Agreement shall remain in effect until date of final completion of the entire Work, including Alternates, even if awarded later in the Contract Time. D. Partial payment for stored material will be made. L E. Payment will be made at the respective contract unit and lump sum price for each item scheduled, installed, and accepted, which price and payment shall constitute full compensation for furnishing all materials and performing all Work in connection therewith and incidental thereto. i DANIA PIER RECONSTRUCTION 01025-1 /1 GGG:z i yi f-;r Fi 'tt✓ i F. Unit Price Abbreviations: I . Lineal Feet - LF. i 2 . Lump Sum - IS. 3. Square Feet - SF. 4 . Cubic Feet - CF. 5. Each - EA. PART 2 : PRODUCTS (Not Applicable. ) r- t- PART 3: EXECUTION `1 3. 1 BASE BID DESCRIPTIONS: 1 1. Lump sum job. i' t END OF SECTION 01025 l I • F DANIA PIER RECONSTRUCTION 01025-2 nv k i.;:: SECTION 01027 -PLICATIOtiS FOR PA] FNT a,'c PART 1 : GENERAL 1. 1 The work in this section includes the administrative and procedural requirements governing the Contractor's Schedule of Values and Applications for Payment. 1.2 SCHEDULE OF VALUES: I A. Coordinate preparation of the Schedule of Values with preparation of the Progress Schedule. B. Sub-Schedules: Where the Work is separated into phases that require separately phased payments, provide sub-schedules showing values correlated with each phase of payment. Show the work in each bent of the pier length as a separate phase and provide a sub-schedule for values in each bent. C. Format and Content: Use AIA Document G703 Continuation Sheet as the form of the Schedule of Values and the unit cost items to establish the format. 1. Identification: Include the following Project identification on the Schedule of Values: i a. Project name and locetion. b. Name of the Engineer: C. Project number. d. Contractor's name and address. e. Date of submittal. j i j2 • Arrange the Schedule of Values in a tabular form with I separate columns to indicate the following for each item listed: I a. Generic name. b. Change Orders (numbers) that have affected value. C. Dollar value. d. Percentage of Contract Sum to the nearest one- hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several line items. DANIA PIER RECONSTRUCTION 01027-1 t P _ 4 . Round amounts off to the nearest whole dollar; the total shall equal the contract Sum. 5. Each item in the Schedule of Values and Applications for Payment shall be complete including its total cost and proportionate share of indirect cost, general overhead and profit margin. 6. Unit Cost Allowances: Show line item value of unit cost allowances as a product of unit cost times measured quantity as estimated from the best indication in the Contract Documents. i , tk�a D. Schedule Updating: Update and resubmit the Schedule of Values when Change Orders or Construction Change Directives result in a change in the Contract Sum. Y t:�I • y 1.3 APPLICATIONS FOR PAYMENT: A. Each Application for Payment shall be consistent with �' ,•' previous applications and payments as certified by the nA Architect/Engineer and paid for by the Owner. H. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final ."'" Application for Payment involve additional requirements. C. Payment Application Times: Each progress payment date is I as indicated in the Agreement. The period of construction Work covered by each Application or Payment f is the period indicated in the Agreement. I' D. Payment Application Forms: Use AIA Document G 702 and Continuation Sheet G 703 as the form for Application for Payment. 4 E. Application Preparation: Complete every entry on the form, including notarization and execution by person ' authorized to sign legal documents on behalf of the Contractor. Incomplete applications will be returned 4' without action. 1. Entries shall match data on the Schedule of Values and Progress Schedule. Provide updated schedules if revisions have been made. 2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application. DANIA PIER RECONSTRUCTION 01027-2 r F. Transmittal: Submit three ( 3) executed copies of each Application for Payment to the Architect/Engineer; one j copy shall be complete, including waivers of lien and similar attachments, when required. -,= 1 . Transmit each copy with a transmittal form listing attachments, and recording appropriate information related to the application in a manner acceptable to the Architect/Engineer. G. Waivers of Mechanics Lien: With each Application for Payment submit waivers of mechanics liens from Contractor and from subcontractors or sub-subcontractors and suppliers for the construction period covered by the previous application. 1 . Submit partial waivers on each item for the amount requested, prior to deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. The Owner reserves the right to designate which entities involved in the Work must submit waivers. ! 4 . Submit final Application for Payment with or I preceded by final waivers from every entity involved with performance of Work covered by the application who could lawfully be entitled to a lien. 5. Subcontract and Supplier lien waivers shall itemize { the current cost and status of their contract with !i the Contractor, including change orders. 6. Waiver Form: Submit waivers of lien on forms, and executed in a manner, acceptable to Owner. H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following: 1. List of subcontractors. 2. List of principal suppliers and fabrications. 3. Schedule of Values 4. Progress Schedule. 5. Schedule of principal products. 6. Schedule of unit prices. -j 7. Certificates of insurance and insurance policies. 8. List of Contractor' s staff assignments. 9. Copies of authorizations and licenses from DANIA PIER RECONSTRUCTION 01027-3 • l governing authorities for performance of the Work. 10. Performance and payment bonds. I. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. Administrative actions and submittals that shall precede or coincide with this application include: 1 . Warranties (guarantees) . 2. Final cleaning. 3. Application for reduction of retainage, and consent of surety. 4 . List of incomplete Work, recognized as exceptions to Architect ' s Engineer' s Certificate of Substantial Completion, including itemized cost of complete each category of incomplete work. J. Final Payment Application: Administrative actions and submittals which must precede or coincide with submittal of the final payment Application for Payment include the following: i 1. Completion of Project closeout requirements. 2 . Completion of items specified for completion after Substantial Completion. 3. Transmittal of required Project construction records to Owner. 4 . Removal of temporary facilities and services. 5 . Removal of surplus materials, rubbish and similar 1 elements. i PART 2: PRODUCTS (Not Applicable. ) PART 3 • EXECUTION (Not Applicable. ) r. END OF SECTION 01027 DANIA PIER RECONSTRUCTION 01027-4 I I `a .i SECTION 0' 1 FIELI' ;I17EERING I w,: PART 1 • GENERAL 1 . 1 LAYOUT OF WORK: A. Contractor will set all layout necessary to perform this work. Contractor shall execute the work in accordance with this staking, and perform all additional staking he deems necessary to execute the work. B. Contractor shall provide 48-hour notice to the Engineer prior to the start of construction work based on any survey work. Contractor shall preserve controls thus established. C. Locations and elevations shown on the drawings are subject to final field adjustment by Engineer before construction. Contractor shall immediately notify the Engineer of apparent errors discovered on the drawings or l : in the initial stakeout. If changes in stakeout are required, Contractor shall cooperate with Engineer in prompt establishment of the field control for altered or adjusted work. D. Existing Monuments: All bench marks, land corners, and triangulation points, established by other surveys, existing within the construction area shall be preserved. If existing monuments interfere with the work, secure written permission before removing them. I PART 2 : PRODUCTS (Not used. ) I PART 3: EXECUTION (Not used. ) END OF SECTION 01050 I I _ . f! + i i j 5 DANIA PIER RECONSTRUCTION O1050-1 SECTION 01300 - SUBMITTALS PART 1 : GENERAL j 1. 1 DESCRIPTION: The work of this section consists of submittal requirements before and during construction. 1.2 SCHEDULES: As soon as possible after Notice of Award and before beginning any work, submit Progress Schedule and Schedule of Values as a package. Engineer will review the Progress Schedule and the Schedule of Values for format and content. A. Progress Schedule: Submit four copies of Progress Schedule ( formally in bar chart form) showing estimated starting and completion dates for each part of the work. The progress schedule shall also include reference as to when approved shop drawings are required. The first progress payment will not be issued until an acceptable progress schedule is submitted. B. Schedule of Values: Submit a schedule of dollar values based I; on the Contract Bid Schedule including all bid items. The Schedule of Values will form the basis for progress payments as provided for in the General Provisions. 1 .3 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES: A. General Procedures: 1 . As specified in the individual sections, forward submittals to Engineer at least 10 days before need for l approval. Unless a different number is specified, submit five copies of each shop drawing, three specimens of each sample, and five copies of all other submittals requested, all of which will be retained by the Engineer. Submit any additional copies that are to be returned. I 2 . Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract r requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review. I:. 3. Submittals will not be accepted for review if identification or approval stamps are missing or are placed on the back of the submittal, an incorrect amount of submittals are submitted, the transmittal form is incorrectly filed out, submittals are not coordinated, or submittals do not show evidence of Contractor' s approval. 4 . Engineer reserves the right to require submittals in addition to those called for in individual sections. A ; DANIA PIER RECONSTRUCTION 01300-1 i r n B. Specific Procedures: 1 . Shop Drawings: Identif each Y copy of shop drawings with contract drawing number in lower right hand corner. ! `7 2. Manufacturer's Literature: Submit only pertinent pages; i mark each copy of standard printed data to identify products referenced in specification section. C. Engineer' s Review: 1. After approving submittals, Engineer will return Contractor's copies. 2. If submittals are not approved, Engineer will return all copies to Contractor with reasons for rejection. Resubmit, identifying changes. 3. Any work done before approval shall be at Contractor's own risk. 1.4 APPROVED EQUALS: ' A. For each item proposed as an "approved equal, " submit a separate written request. With each request submit supporting data, including: 1. Drawings and samples as appropriate. 2. Comparison of the qualities of the proposed item with that specified. I 3. Changes required in other elements of the work because of the substitution. 4. Name, address, and telephone number of vendor. 5. Manufacturer's literature regarding installation, operation, and maintenance. B. A request for approval constitutes a representation that Contractor: 1. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified. 2 . Will provide the same warranties for the proposed item as for the item specified. 1 1 3. Has determined that the proposed item is compatible with it interfacing items. 4 . Will coordinate the installation of an approved item and F` make all changes required in other elements of the work , because of the substitution. r, 5. Waives all claims for additional expenses that may be DANIA PIER RECONSTRUCTION 01300-2 IBM incurred as a result of the substitution. 1 .5 MANUFACTURER'S INSTALLATION INSTRUCTIONS: When contract documents require compliance with manufacturer' s printed instructions, provide one complete set of instructions for Engineer and keep another complete set of instructions at the project site until substantial completion. PART 2: PRODUCTS (Not used. ) PART 3: EXECUTION (Not used. ) END OF SECTION 01300 j . F DANIA PIER RECONSTRUCTION 01300-3 ATIPft SECTIO 02201 PLANTING NOTES PART 1 : COMMERCIAL FERTILIZER i 1 . 1 Fertilizer shall be completely organic; it shall be uniform in composition, dry and free flowing. This fertilizer shall be delivered to the site in the original unopened bags, each ! .. bearing the manufacturer's statement of analysis, and shall meet the following requirements : ! - Six percent (6%) nitrogen { Six percent (6%) phosphorous Six percent (6%) potassium 1.2 Fertilizer shall be applied to all shrubs ( 1/3 lb. per 3 gal . pot, 1/4 lb. per I gal. pot) and groundcover. The same fertilizer mixture shall be used on sod at a rate of 15 lbs. per 1000 square feet. A fourteen percent ( 14%) nitrogen, fourteen percent ( 14%) phosphorous and fourteen percent ( 14%) potassium is required on all trees and shrubs over 5 '-0" in height ( 1/2 lb. per 5 ' -0" of spread) . Agriform tablets with twenty percent (20%) nitrogen, ten percent ( 10%) phosphorous, five percent (5%) potassium in 21 gram sizes shall be applied along with the fertilizer process ( 1 with 1 gal. plants, 2 with 3 gal . plants and 2 tablets per 1 ' of tree trunk caliper) . Back fill halfway up the root ball. Place about one inch ( 1" ) from root tips. Magnesium sulfate shall be applied to all palms at installation at a rate of 1/2 lb. per inch of trunk caliper. Manganese shall be applied at the same rate. PART II ' MULCH 1 . 1 N/A I PART III : SOD 1 . 1 The sod shall be free from weeds, fungus, insects and diseases of any kind, clean, strongly rooted, uniformly sized strips. f PART 1V: MEASUREMENTS 1. 1 Shade trees: Height shall be measured from ground to the average branch height of canopy. Spread shall be measured to the end of the branching equally around the crown from the center of the trunk. Measurements are not to include any - terminal growth. Single trunk trees shall be free of "V" crotches that could be points of weak limb structure or disease infestation. DANIA PIER RECONSTRUCTION 02201-1 0 e J. I 1 . 2 Shrubs: Height shall be measured from the ground to the I javerage point where mature plant growth stops. Spread shall be measured to the end of branching equally around the shrub - mass. Measurement area not to include any terminal growth. i) j 1 . 3 Palms: A. Of the trunk or head. B. Overall height (O.A. ) - shall be measured from the ground at the time of installation to the average frond height. C. Palms with marred or burned trunks will not be accepted. PART V• PLANTING SOIL AND BACKFILL 1 . 1 Planting soil for use in preparing backfill for plant pits shall be the existing soil, and shall be free from heavy clay, stones, lime, lumps, shells, plants, roots or other foreign materials, weeds, or noxious grasses (such as Bermuda or Nut Grass) . It shall not contain toxic substances which may be harmful to the plant growth. 1.2 Backfill for sod areas shall be subject to lesser standards at the discretion and decision of the Owner. Y L5 i 1. 3 Existing topsoil shall be used in all plant material pits - except Sabal Palms where the soil shall consist of clean I� existing sand. i PART VI : PLANT MATERIALS 1 . 1 Palms, trees, shrubs and groundcovers 1 . 2 Plant species and size shall conform to those indicated on the drawings. Nomenclature shall conform to "Standardized Plant Names" , 1942 Edition. All nursery stock shall be in accordance with "Grades and Standards for Nursery Plants Parts I & II" , latest edition published by the Florida Department of Agriculture and Consumer Services. Unless specified otherwise, all plants shall be Florida Grade Number 1 or better as determined by the Florida Division of Plant Industry. Specimen means an exceptionally heavy, symmetrical tightly knit plant, so trained or favored in its development that first appearance is unquestionable and outstandingly superior in form, number of branches, compactness and symmetry. All plants shall be freshly dug, sound, healthy, - vigorous, well branched and free of disease and insect eggs DANIA PIER RECONSTRUCTION 02201-2 .i , and larvae and shall have adequate root systems. Trees for planting rows shall be uniform in size and shape. All ` ! materials shall be subject to approval by the owner. Where ' requirements are omitted from the plant list. The plants furnished shall be normal for the variety and Florida Number 1. Plants shall be pruned prior to delivery only upon the approval of the Owner. PART VII • CONTAINER GROWN STOCK 1. 1 All container grown material shall be healthy, vigorous, well- rooted plants and established in the container in which they are sold. The plants shall have tops of in a healthy growing condition. p flood quality and be fi : • 1 .2 An established container grown plant shall be transplanted into a container and grown in that container sufficiently long enough for the new fibrous roots to have developed so that the roots mass will retain its shape and hold together when i removed from the container. PART VIII WARRANTY 1 . 1 Warranty plants, shrubs and trees for a period of one year against death and unhealthy condition, except as may result from neglect by owner, damage by others, and unusual phenomena beyond installer' s control. Replace at time requested by the Owner or Landscape Architect. I PART IX: . MAINTENANCE 1. 1 Maintain landscape work until the letter of substantial completion by the General Contractor, include watering, weeding, cultivating, restoration of grade, mowing and '• trimming grass, pruning trees and shrubs, protection from ;- insects and diseases, fertilization and similar operations as needed to ensure normal good health for live plant material. DANIA PIER RECONSTRUCTION 02201-3 PART X• PLANT LIST }� t QTY. KEY BOTANICAL NAME COMMON NAME SPECS./REMARKS A PALMS 15 1 SP ISABAL PALMETTO ISABAL PALM 12 ' - 22 ' STAGGER BDS. SHRUBS 216 1 CU ICOCCOLOBA UVIFERA ISEAGRAPE 3 GAL. 24" X 24" 4 ' .0 O.C. GROUND COVER ,j 210 1 UP JUNIOLA PANICULATA SEAOATS 1 GAL. 18" X 12" i 30" O.C. i. I I i . . i I . i I DANIA PIER RECONSTRUCTION 02201-4 _.__ .��-oh. 4�� I MEROW lUILA► ►MOM I/S 0► ►LAMT SLLL MIMIMI M Z' CEDAR OR CTMESS DILL MACH - E' BERM t0 HOLD WATER E' CEDAR O" - CT►MSS SA MI MAC" II MINIMIM OE►TM Or 1E' ►LAITIMO SOIL FOR GROUMOCOXEM 9E0 EXISTING SOIL , SACX►ILL WITH K� ' —e*-QwO-FXISTIMG SOIL SHRUB AND GROUNDCOVER DETAIL not to scale U , k f is-e I. it f"r DANIA PIER RECONSTRUCTION 02201-5 t � Ate i .. '. '—�^�.-:::tea^ <. "'a£ C`. ,..-,=w�.._. ._. •-_...'.._-.r.��. s-y-`'rt'Ye. l r :I SECURE PALM FORDS WITH BURLAP STRIPS i . OUEEN PALMS SHOULD DE PLANTED `. IN CLEAN SAND fi f srzu eAMo °ir. S-ZiAAIe• BOOB BATTENS S LATER$ OF BURLAP ' i I » MINIMUM S BRACES Z• LATER OF CYPRESS MIB,CH 1 ` ' f v GRADE A PULL BURLAP AWAY FROM ROOT BALL I . i ' ! STARE BURIED S' BELOW ORAOE FILL E'rzs"jmd iris,?- 3 TO 1 RATIO. ADO 100% ORGANIC � - FERTILIZER r GROUND LINE TO TOP OF ROOT BALL BUILD UP EARTH SAUCER WITH A' BERM PALM PLANTING DETAIL nc3 T T co 77 7 e DANIA PIER RECONSTRUCTION 02201-6 ' j. ,r M I SECTION 03240 REINFORCEMENT PART 1: GENERAL j The work in this section includes furnishing all labor, equipment, and materials for steel reinforcement. 1 . 1 REFERENCES: I A. American Concrete Institute (ACI) : 1. ACI 301-Specifications for Structural Concrete for Buildings. 2 . ACI 315-Details and Detailing of Concrete Reinforcement. I 3. ACI 318-Building Code Requirements for Reinforced Concrete ( 1989 Edition) . i B. American Society for Testing and Materials (ASTM) : I 1. ASTM A82-Cold Drawn Steel Wire for Concrete Reinforcement. i 2 . ASTM A307-Carbon Steel Bolts and Studs. - 3. ASTM A615-Deformed and Plain Billet-Steel Bars for Concrete Reinforcement including Supplement S1. C. Concrete Reinforcing Steel Institute (CRSI ) : i I 1. CRSI-Manual of Practice. 1 . 2 SUBMITTALS: A. Certificates: 1. Mill test certificates identifying physical and chemical analysis of each load of reinforcing steel delivered. PART 2 : PRODUCTS 2. 1 REINFORCING MATERIALS: A. Reinforcing Bars: ACI 301 unless otherwise specified. Deformed ASTM A615, including supplementary requirement Sl with the bars marked S, Grade 60. B. Steel Wire: ASTM A82, plain, cold-drawn steel. 2.2 RELATED MATERIALS: A. Supports for Reinforcement: ACI Class B or C bolsters, chairs, and spacers. DANIA PIER RECONSTRUCTION 03240-1 ' 1 . Wire bar type, plastic coated, epoxy coated or stainless steel . "' ' 2 . Plastic bar supports. B. Tie Wire: 16 ga. annealed. ei 2.3 FABRICATION: A. Fabricate reinforcement in accordance with ACI 315. B. Fabricate in lengths so that reinforcement splices will occur at points of minimum stress and so that no more than 50 percent of reinforcement is spliced at a location, unless not practical. C. Hooks and bends shall conform to ACI 315 unless shown otherwise on the drawings. j 2.4 REINFORCEMENT SPLICES: 1 A. Splice reinforcement as indicated below in conformance with an ACI Class B tension splice. ( 1989 ACI 318 Code) . No f reduction shall be permitted due to bar spacing. i B. ACI Class B Splices for Reinforcement: i BAR SIZE "OTHER" THAN TOP BARS "TOP" BARS #3 24" 28" 14 33.. 36" !I /5 41" ° 45" i A6 53" 60" 97 72" 83" i y8 95" 107" s 3.4 PLACING REINFORCEMENT: A. Comply with CRSI Manual of Standard Practice, ACI 315, and ACI 318 for details and methods of reinforcement placement and supports, and as herein specified. B. Locate and support reinforcement by chairs, runners, bolsters, spacers, and hangers, as required. C. Install 1/4-in. diameter A307 hook bolt anchors, hot dip galvanized to secure reinforcement where required. 1 . Overhead Surfaces: 18 in. on center. 2 . Vertical Surfaces: 24 in. on center. 3 . Floor Surfaces: 36 in. on center. END OF SECTION 03240 DANIA PIER RECONSTRUCTION 03240-2 SECTION 03301 CONCRETE WORK PART 1 : GENERAL 1. 1 DESCRIPTION: The work of this section consists of furnishing and placing concrete. 1 .2 QUALITY ASSURANCE: A. Contractor shall have copies of ASTM C94-84 and CRSI Manual of Standard Practice available for reference on the job site. B. Enforcement of Strength Requirements: Substitute the i following for Paragraph 18. 1 of ASTM C94-84 : 1. If the 28-day strength tests fail to meet the requirements of Paragraph 17 .5.2 of ASTM C94-84, Engineer may require either or both of the following: a. Additional curing. b. That core samples be taken and tested in accordance with ASTM C42-84a at Contractor's �!!! expense. i2 . If the core tests are below strength, if there is evidence of damage by freezing, or if the concrete fails in other ways to meet specifications, Engineer may require that the defective concrete be removed and replaced at no additional expense to the Owner. C. Testing: Concrete testing shall be the responsibility of + ; the Owner's state certified independent testing laboratory. The testing laboratory shall be approved by the Engineer. 1. All tests shall be made by an independent laboratory. The Contractor shall inform the laboratory 24 hours in advance of each pour. I'.. 2. Concrete shall be sampled in accordance with ASTM "Method of Sampling Fresh Concrete, " ASTM C143-78. Sample every 50 yards or part thereof. F JY DANIA PIER RECONSTRUCTION 03301-1 . I . • -tip ��'• ' 3 . Compression test specimens shall be made and cured according to "Method of Making and Curing Concrete Compression and Flexure Test Specimens in the Field, " ASTM C31-84 . No less than five (5) specimens shall be made for each test, no less than { one test per day when concrete is being cast. I 4 . All cylinders shall be taken at random, from one ready mix transit mixer truck, and such truck shall contain representative mix of concrete for that particular batching. If strengths of laboratory controlled cylinders for any portion of the structure fall below specified compressive strengths, the Engineer shall have the right to order a change in proportions of the concrete ingredients to ensure proper quality of concrete for remaining portion of the structure. S . Specimens shall be tested according to ASTM C38-72. l6 . The standard age of test specimens shall be 28 I days, but 3 and 7-day specimens may be used, provided that the relationship between the 3, 7, and 28-day strengths of the concrete is established by test for the materials and proportions used. 1 7 . If, in the opinion of the Engineer, the 3-7 or 28- day test falls below specified values, field load tests or core tests shall be made at no additional expense to the Owner. 1 . 3 SUBMITTALS: As specified in Section 01300. A. Shop Drawings: Show sizes and dimensions for fabrication and placing of reinforcing steel and bar supports. Show bar schedules, stirrup spacing, and diagrams of bent bars. Do not use reproduction or design herein. B. In compliance with Paragraph 5.3.2 of ASTM C94-84, furnish statement of composition of concrete mix and evidence that mix will meet quality specified herein. C. Originals of all testing reports shall be delivered to the Engineer by the testing laboratory with copies to the Contractor. j - i D. Submit manufacturer' s product data with application and installation instructions for proprietary materials and items including mechanical connections for reinforcement, {J forming accessories admixtures patching compounds, waterspots, joint system, curing compounds, dry-shake finish materials, and others as requested. DANIA PIER RECONSTRUCTION 03301-2 .i E. Related Materials: Submit product data for all applicable items listed. F. Mix Designs: Submit laboratory prepared, written mix designs to Engineer of each proposed mix for each class of concrete at least 15 days prior to start of work. Include results of laboratory trial batch or supporting statistical data to substantiate design. Do not begin concrete production until mixes have been approved. PART 2 • PRODUCTS 2. 1 FORMWORK: Contractor shall be responsible for design, strength, and safety of formwork. Form ties for concrete exposed to view shall be constructed so that no metal remains within 1 inch of the surface of the wall after removal of formwork. j A. Form Coatings: Provide commercial formulation from coating compounds that will not bond with, stain, nor adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. B. Forming Accessories: Place chamfers 1/2 inch on outside corners of all exposed-to-view concrete unless drawings show other size or shape. i C. Premolded Expansion Joint: ASTM D994-71, 1-1/2 inch thick. I 2 .2 REINFORCEMENT: Details of concrete reinforcement not shown shall be in accordance with CRSI Manual of Standard Practice. A. Reinforcing Steel: 1. All reinforcing, except sleeved dowel bars, shall I, i consist of deformed bars. 1 2 . Reinforcing steel shall comply with ASTM A615-84a and shall be Grade 60. B. Bar support shall meet the requirements of Chapter 3 of the CRSI Manual of Standard Practice, and shall be steel or concrete block. 2 .3 CONCRETE: A. Materials: Materials including cement, aggregates, r water, and admixtures shall meet the requirements of ASTM DANIA PIER RECONSTRUCTION 03301-3 SY 4� Vn C94-84 . 1 . Cement: ASTM C150-86, Type II with low C3A. 2. Maximum Sizes of Coarse Aggregates: The nominal maximum size of the aggregate shall be not more than one-fifth of the narrowest dimension between forms, one-third of the depth of slabs, nor more '. than three-fourths of the minimum clear spacing between reinforcing bars. B. Quality of Concrete: Concrete shall be furnished under Alternative No. 2, ASTM C94-84, whereby the manufacturer assumes full responsibility for the selection of the proportions for the concrete mixture. Submit statement of j composition as called for in Part 1 of this section. � . C. Total Average Air Content: Entrained air quantities shall comply with Table 3 of ASTM C94-84 . D. High Slump (Superplasticized) Concrete: 1 . Job batched before adding admixtures: 2 inches to 4 inches, plus or minus 1 inch. ' 2 . At point of placement: 7 inches to 9 inches, plus � I or minus 1 inch. j3. This mix is not permitted on slopes exceeding 6 percent. E. Water: 1 . Clean and potable. F. Admixtures: As shown on plans. 1 . Air Entraining Admixture: ASTM C260-86. 2. Water Reducing Admixture: ASTM C494-86, Type A, and contain not more than one ( 1) percent chlorine ions. a. Pozzolith LL-819, Master Builders. b. WRDA-79, W.R. Grace C. Or approval equal. 3. Retarding Admixture: ASTM C494-86, Type B, and contain not more than one ( 1) percent. i DANIA PIER RECONSTRUCTION 03301-4 i - i a. Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following: Pozzolith 100XR, Master Builders; Daraterd-17, W.E. Grace; Eucon Retarder, Euclid Chemical Company; or approved equal. 4 . Silica Fume: Rheobuild KB-SF by Master Builders, Force 10,000 by W.R. Grace or approval equal. 5. Corrosion Inhibitor: Rheocrete 221 by Master Builders, DCI-S by W.R. Grace or approved equal. 6. Accelerating Admixture: ASTM C494-86, Type C, and contain not more than one ( 1) percent chloride i ions. ' I i a. Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the 1 following: Pozzolith 500-A, Master Builders; Daraaset, W.R. Grace; or approved equal. 7. High-Range Water-Reducing Admixture (Plant Batched) : ASTM C494-86, Type G, and contain not more than one ( 1) percent chloride ions. 8. Prohibited Admixtures: Calcium chloride thiocyanates or admixtures more than 0.05 percent chloride ions are not permitted. 9. Certification: Written conformance to the above mentioned requirements and the chloride ion content of the admixture will be required from the admixture manufacturer prior to mix design review by the Engineer. i 10. Superplaticizer: Use a superplasticizer such as Pozzolith 400-R, Type G by Master Builders, Rheobuild 561 by MAC USA, Inc. , Boca Raton, ` 'd Florida, or approved equal, in all concrete mixes. G. Strength: Twenty-eight-day strength shall be (as per plans) : i 1. Caps CL IV 5,500 psi 2. Piles CL III 5,000 psi 3. Beams CL IV 3,400 psi DANIA PIER RECONSTRUCTION 03301-5 B. Pre-Molded Expansion Joint Filler: For locations not required to be caulked, bituminous fiber type, ASTM -83 I . Bonding Compound: The compound shall be a polyvinyl acetate. Rewettable type, Euco Weld by Euclid Chemical . 1 Company, Weldcrete by Larsen Company, or approved equal. PART 3: EXECUTION 3. 1 FORMWORK: A. Forms shall be sufficiently tight to prevent loss of mortar. i B. Provide temporary openings at the base of column forms and wall forms and at other points where necessary to facilitate cleaning and observation immediately before concrete is placed. ,j C. Place chamfer strips in the corners of beam and wall ' forms where the concrete will be exposed to view. ;i D Do not use earth as aide forms for footings or walls. E Smooth Form Finish: 1 . Use a form facing material that will produce a smooth, hard, uniform texture on the concrete. Do I. not use material with raised grain, torn surfaces, worn edges, patches, dents, or other defects that j will impair the surface of the concrete. 2 . Use orderly and symmetrical panel arrangement with minimum number of joints. 3 Mount panels on rigid supports to minimize deflection. { ' 3.2 PLACING REINFORCEMENT: Support and wire all reinforcing bare i together to prevent displacement by construction loads or the II placing of concrete. Methods and details of placing, and concrete protection required, shall comply with ACI Detailing Manual SP66 (8) . 3.3 JOINTS AND EMBEDDED ITEMS: A. Construction Joints: 1. Obtain approval for joints not shown and locate 03301-6 DANIA PIER RECONSTRUCTION I _ y. I them where they least impair the strength of the structure. Make joints perpendicular to the main reinforcement. f 2. Continue all reinforcing steel and mesh across joints. Provide longitudinal keys at least 1-1/2 inches deep in all joints in walls. ! 3. Clean the surface of the concrete at all joints and remove all laitance. 4 . When required, obtain bond by roughening the ! surface of the concrete to the satisfaction of the Engineer. B. Expansion Joints: 1. Install expansion joint fillers. 2 . Where shown, load transfer dowels shall consist of plain bars with one half coated with an approved antibond coating. The coated half shall be sleeved. No other reinforcement or metal shall extend continuously through the joint. C. Embedded Items: 1. Before concreting, place all required sleeves, f { inserts, anchors, and embedded items. 2. Give all trades whose work is related to the j concrete ample notice and opportunity to introduce I embedded items before concrete is placed. 3. Position expansion joint material, waterstops, and embedded items accurately and support them against displacement. Fill voids in sleeves, inserts, and anchor slots temporarily with readily removable xo material to prevent the entry of concrete. 3.4 PREPARATION OF FORM SURFACES: ro •; A. Ensure that forms are clean and free of ice or water. B. Seal plywood with coating material to minimize absorption of moisture from the concrete. j i 3.5 PLACING OF CONCRETE: A. Preparation Before Placing: DANIA PIER RECONSTRUCTION 03301-7 t .. rrin.=•K �n....ti'�Tie r'. m... -�.....q. .4.e..•.:.L" nT.Cl.T^n'o...�. . _ F I %1 1 . Remove hardened concrete and foreign materials from inner surfaces of conveying equipment. 2 . Check formwork for completion, check position and securement of reinforcement, expansion joint material, anchors, and other embedded items, and obtain approval on entire preparation. 3. Remove ice and excess water and sprinkle semiporous subgrades sufficiently to eliminate auction. i 4 . Do not place concrete during rain, sleet, or snow unless protection is provided. B. High Slump (Superplasticized) Concrete: The " manufacturer' s competent field service representative shall oversee the placement of the first pour of each different design mix of high slump concrete and shall also oversee all subsequent pours of ASTM C494, Type F superplasticized concrete. i C Depositing: 1 . Handle concrete from the mixer to the place of final deposit as rapidly as possible by methods that will prevent separation or loss of ingredients and ensure that the required quality of the concrete is obtained. 2. Deposit concrete continuously and rapidly enough so that the layer supporting the one being placed is I still plastic. If continuous placement is impossible, locate construction joints where shown or as approved. Do not use partially hardened or contaminated concrete. 3. Remove temporary form spreaders when concrete reaches them. 4. Do not begin placing concrete in supported elements until the concrete previously placed in column and walls is no longer plastic. 5. Deposit concrete as near to its final position as ! possible to avoid segregation due to rehandling or flowing. Do not subject concrete to any procedure that will cause segregation. D. Compacting: 1. Consolidate all concrete by vibration, spading, DANIA PIER RECONSTRUCTION 03301-8 rodding, or forking so that the concrete is thoroughly worked around the reinforcement, around j embedded items, and into corners of forms, eliminating all air or stone pockets which may ; cause honeycombing, pitting, or planes of weakness. i 2. Internal vibrators shall have a minimum frequency of 8,000 rpm. Overvibrating and use of vibrators to transport concrete within forms shall not be allowed. Insert and withdraw vibrators at many points, from 18 to 30 inches apart, for 5 to 15 seconds duration. Keep a spare vibrator on the job site during all concrete placing operations. 3. Compact concrete in slabs thoroughly by means of screede. E. Bonding: Where fresh concrete is to be placed against and bonded to hardened concrete, dampen (but do not saturate) the hardened concrete. If bonding is required j in a critical section, obtain approval from Engineer of 1 method proposed. 3.6 FORM REMOVAL: A. Leave formwork for columns, walls, sides of beams, and other parts not supporting weight of the concrete, in place during curing period. B. Leave formwork for beam soffits, slabs, and other parts that support the weight of the concrete in place until concrete has reached its specified 28-day strength. 3 .7 REPAIRING AND PATCHING: Patch all the tie holes and all repairable defective areas immediately after form removal. A. All honeycombed and other defective concrete shall be removed to sound concrete with edges perpendicular to the surface. Dampen the area to be patched and an area at least 6 inches wide surrounding it to prevent absorption of water from the patching mortar. Mix patching grout to the consistency of thick cream and brush it well into the surface. Use Masterflow 928, Master Builders, or approved equal, for all structural patching. B. Tie Holes: Clean and thoroughly dampen, then fill solid with patching mortar. I 3.8 FINISHES FOR FORMED SURFACES: f DANIA PIER RECONSTRUCTION 03301-9 'r Rough form finish; patch tie holes and defects. Chip off or rub off fins over 1/4 inch in height; otherwise leave surface with texture imparted by the forms. 3.9 SLABS: A. Screeding: After concrete has been thoroughly consolidated, screed slabs to the desired elevation and contours by means of accurately placed edge forms and intermediate screed strips. B. Jointing: 1. Locate and construct joints in slabs on grade as shown. 2. Start cutting saw-cut joints as soon as concrete is hard enough to prevent dislodgement of aggregates while sawing, and complete cutting before shrinkage stresses have developed sufficiently to induce cracking. C Floated Finish: 1. Place, consolidate, strike off, and level concrete, but do not work it further until ready for floating. Begin floating when water sheen has disappeared and when the surface has stiffened sufficiently. 2. During or after the first floating, check planeness of surface with a 10-foot straightedge applied at not less than two different angles, and then cut down all high spots and fill all low spots to achieve a true plane within 1/4 inch in 10 feet. 3. Refloat slab immediately to a uniform sandy texture. D. Troweled Finish: Float finish slab as described above, then steel trowel by machine or by hand. Additional trowelings shall be done by hand after the surface has hardened sufficiently. Final troweling shall produce a ringing sound from the trowel and then finish surface shall be free of trowel marks, uniform in texture, and appearance shall be planed to the tolerance specified j under Floated Finish. j E. Broom Finish: Immediately after floating, give a coarse j transverse scored texture to walks where shown by drawing +� a broom across the surface. I DANIA PIER RECONSTRUCTION 03301-10 - 4 3. 10 CURING AND PROTECTION: A. General: Beginning immediately after placement, protect concrete from drying, excessively hot or cold temperatures, and mechanical injury. Keep moisture loss to a minimum until cement has hydrated and concrete is { hard. END OF SECTION 03301 i 1 1 I 1 i Li S DANIA PIER RECONSTRUCTION 03301-11 �I I 1 SECTTON 03410 PRECAST-PRESTRESSED CONCRETE PILES - PART 1: GENERAL 1. 1 DESCRIPTION: { j A. The work of this section consists of furnishing and installing Structural Precast-Prestressed Concrete piling as indicated on the drawings as specified herein. 1 ,2 QUALITY ASSURANCE: sed A drawingsur rshall All manufactured rbytras concrete plant approved and licensed to produce this work. B. Compliance with standard and industry specifications: All members shall be designed for the spans and superimposed loads determined by the South Florida Building Code, latest edition, and in accordance with the ACI Specification 318-89. procedures shall conform to the 2. All manufacturing p recommendations of the Prestress Concrete Institute PSI- i 85. i 1 .3 SUBMITTALS: In accordance with Section 03100. A. Shop Drawings: Submit shop drawings showing complete details of prestressed members, including arrangements of stress steel. Show size and location of placement steel. i 1 .4 REFERENCES: A. Work and materials shall conform to the following references, codes, and standards: k 1, "Building Code Requirements for Reinforced Concrete, " ACI � •: 318-89. t 2 . South Florida Building Code, 1988 Edition, Chapter 25. 3. Applicable sections of Florida Department of Transportation Standard Specification for Road and Bridge Construction, Sections 345-450. I _ 1.5 DELIVERY, STORAGE, AND HANDLING: A. All samples submitted shall be accompaniedby certification from vendor that samples were taken from a representative of > ` each lot to be furnished. 0a B. Deliver and store prestressed materials in dry, protected i 03410-1 DANIA PIER RECONSTRUCTION b 4 T'l �- areas. Keep free of corrosion or other damage. Replace any damaged material or parts at no cost to the City. 1.6 JOB CONDITIONS: A. Measurements: Verify all dimensions on drawings by taking field measurements; proper fit and attachments of all parts is required. p B. Coordination: Coordinate with all other trades whose work If relates to prestressed concrete for placing required blocking, backing, bearing, etc. PART• PRODUCTSPRODUCTS 2.1 MATERIALS: A. Concrete: Section 03301 1 . Portland Cement: ASTM C-150-86, Type II Low C3A. 2 . Aggressive: ASTM C-33-86. 3 . Water: Potable. I . B. Steel: , i 1 . Reinforcing Steel: As per ASTM A305 and conforming to ASTM-6150-87 , Grade 60. i 2. Wire Mesh: ASTM. A-185-85. 3 . Pretensioning Wire: a. Seven (7 ) wire stress relieved strands: ASTM. A-416- 87A. b. Uncoated stress relieved wire: Type WA, ASTM A-421- i 80. C. Oil tempered wires or strands will not be accepted. C. Admixtures: 1. Silica Fume, 7 .0 percent by weight of concrete, Force 10,000 by WR Grace, Rheobuild MB/SF by Master Builders or approved Equal. 2 . Calcium Nitrate, 5 .5 gallons per cubic yard, DCI-S by WR Grace, Rheocrete 222 or Approved Equal. 3. Super Plasticizer, WRDA-19 by WR Grace or Approved Equal. ), , 4 . Fly Ash: Per FDOT Section 345 Class IV Extremely Aggressive Environments. _ . 03410-2 DANIA PIER RECONSTRUCTION t ws� IA r i PART 3: EXECUTION 3 . 1 DIMENSIONAL TOLERANCES: A. The dimensions of the members shall be as shown on the drawings with sectional dimension tolerance of plus or minus 1/4" and a length dimension tolerance of plus or minus 1/20 . f I 3.2 CAMBER AND DEFLECTION: A. Unless other limitations are indicated on the drawings, long time upward camber of prestressed members under prestressing and dead load shall not exceed 1/240 of the span length. Short term live load deflection for all members shall not exceed 1/360 of the span length. 3. 3 DESIGN: A. The members shall be manufactured in accordance with the dimensions and details shown on the drawings. I B. Cover and spacing of reinforcing and prestressing steel shall be 3" . 3 .4 QUALITY: A. All formed finishes shall be as smooth and uniform as can be obtained with a well designed mix and proper vibration. All chipped edges and corners are to be repaired as approved by the Engineer. 3 .4 installation: A. Precast prestressed piling should be driven with a steam driven air or diesel hammer delivery not less than thirty (30,000) pounds of energy per blow. Weight of pile hammer shall not be less than twenty (20) percent of the weight of the heaviest foundation piling. Hammer shall be operated at the number pressure and speed recommended by the manufacturer. Pile driving should be as continuous on operation as possible and should proceed without interruption over the last ten feet of penetration. All piles shall achieve a minus of ten ( 10) ` feet embedment into soil, minimum bearing capacity and top elevation as shown on the plans. B. Layers of dense sand or rock encountered in the surface profile shall not preclude the Contractor from driving the piling to the minimum embedment and final bearing capacity shown on the plans. Contractor shall use jetting or predrilling to enable piling to meet the minimum penetrations prescribed and no separate payment shall be made for composite piles, jetting or predrilling regardless of the soil conditions encountered. C. Contractor shall take all precautions to ensure that pile } DANIA PIER RECONSTRUCTION 03410-3 : f 44 driving operations do not adverse affect existing structural r components. )fJ F END OF SECTION 03410 f i ; I i . n i i I f , 03410-4 DANIA PIER RECONSTRUCTION ROUGH CARPENTRY SECTION 06100 PART 1' GENERAL_ i 1. 1 SECTION INCLUDES: i A. Carpentry work not specified as part of other sections. 1.2 SUBMITTALS: A. Material Certificates: Where dimensional lumber is provided 4 to comply with minimum allows selected of species and g blenforsteach suse, bmit and listing and evidence of compliance with specified requirements. Compliance may be in form of snne rules showing of licable V portion of lumber producer' s g i4 design values for selected species and grade. B. Wood Treatment Data: Chemical treatment manufacturer' s instructions for handling, storing, installation and finishing of treated material. 1. 1 Preservative Treatment: For each specifstating d type incof lude -i certification by treating pa nt j preservative solution and pressure process used, net amount of preservative retained and conformance with applicable standards. iI 1.2 For waterborne treatment include statement that moisture content of treated materials was reduced to levels indicated prior to shipment to project site. 1 .3 QUALITY ASSURANCE: A. Lumber Standards: Manufacture lumber to comply with PS 20, American Softwood Lumber Standard and with hbapplicable grading inspection agencies certifiedy mber rules of iommi g Board of Review. Standards Committee' s (ALSC) B. Grade Stamps: Factory mark each piece of material with grade stamp of inspection agency evidencing compliance with grading ; J rule requirements and identifying grading agency, g species, moisture content at time of surfacing, and mill. i 1.4 DELIVERY, STORAGE AND BANDLING: Pro A. to p material s under cover and dry. contact with damp r wettect surfaceanst exposure B. Stack lumber to provide for air circulation within and around i stacks and under temporary coverings including polyethylene 1! 06100-1 11 DANIA PIER RECONSTRUCTION 1 I . V law and similar materials. 1. 5 PROJECT CONDITIONS: A. Coordination: Fit carpentry work to other work; scribe and accurate fit. Correlate location of cope as required for i furring, Hailers, blocking, grounds and similar supports to allow attachment of other work. I _ I PART 2 • PRODUCTS 2 . 1 LUMBER: A. Nominal sizes are indicated; provide actual sizes as required by PS 20, for moisture content specified for each use. B. Provide dressed lumber, S4S. C. Lumber Grade and Species: 1. Timber posts shall be No. 2 Southern Pine, or better. (, 2. Timber PT3x6 and PT2x6 decking, and PT2x6 and Pt2x4 handrail shall be No. 1 Southern Pine, or better. 3. All other timber shall be No. 2 Southern Pine, or better. 4 . All timber shall be SPIB grade marked, or equivalent. 2 .2 MISCELLANEOUS MATERIALS: A. Fasteners and Anchorages: 1. Size, type, material and finish as indicated and as ' recommended by applicable standards, complying with l Specifications for nails, staples, applicable Federa i ashers and anchoring devices. screws, bolts, nuts, w with a hot p zin horages 2 , Provide fasteners coating, ASTM A 153and or ascotherwise noted on the l plansc i 2 . 3 WOOD TREATMENT: A. All timber shall be pressure treated (PT) by the full cell method using waterborne preservative in accordance with AWPA Standard C-18 for marine construction, for members subject to salt water splash and/or ground contact. Retention shall be at least 0.60 pounds per cubic foot by CCA by assay. Timbers dicating conformance with shall bear AWPA mark or brand in pressure treatment requirements. B. Coat cut surfaces with heavy brush coat of same chemical used for treatment and to comply with AWPA M4 . Inspect each piece of timbe r drying after d ing and discard damaged or defective pieces. 06100-2 DANIA PIER RECONSTRUCTION s f PART 3: EXECUTION I i 3. 1 INSTALLATION, GENERAL: A. Discard units of material with defects which might impair quality of work, and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement. �. B. Set carpentry work to required levels and lines, with members plumb and true to line and cut and fitted. C. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. D. Provide framing members of sizes and on spacings indicated. E. Anchor and nail to comply with N.F.P.A. National Design Specifications for Wood Construction. 3.2 TIMBER DECKING: A. Provide new PT3x6 and PT2x6 decking with new fasteners (carriage bolts, as per plan) . ,r B. Fasten PT3x6 and PT2x6 decking with bolts as provided for on plans. C. Place all timbers so that the grade and treatment marks are down and out, directed away from view where possible. Place deck timbers with the heart side down where possible. 3.3 WOOD HANDRAIL: As provided for on plans. i 3.4 PVC WATER LINE: A. Provide new PVC water lines. B. Provide new 2-in. schedule 40 PVC water line on the north aide M of the pier. Provide new 2-in. schedule 40 PVC water lines on the south side of the pier to the fresh water sink fish cleaning station. Joints shall be solvent cemented. C. Provide PVC U-clamps to attach the PVC pipes at 48-in. centers maximum. D. Anchor PVC pipes tightly with two (2) U-clamps at approximately 90-ft. to 100-ft. centers and on each side of lines to bait wells, sinks, etc. E. Provide PVC expansion joints at approximately 90-ft. to 100- ft. centers. END OF SECTION 06100 1 06100-3 DANIA PIER RECONSTRUCTION a SECTION 06300 WOOD TREATMENT i ' PART 1 : GENERAL j 1 . 1 DESCRIPTION: The work of this section consists of wood I{ treatment work. 1 .2 SUBMITTALS: As specified in Section 01300. Submit certification from supplier indicating wood and treatment type. 1 .3 QUALITY ASSURANCE: A. Fire Retardant Treated Lumber or Plywood: Each piece shall be legibly marked with a UL FR-S label. B. Preservative Treated Lumber or Plywood: Each piece shall be legibly marked with the AWPB Quality Mark. 1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING: Protect i preservative treated wood in accordance with AWPA M4-84. PART 2 • PRODUCTS 2 . 1 WOOD TREATMENT: Where possible, pre-cut wood before ; treatment. Dry lumber after treatment to a moisture content of 19 percent; plywood to 15 percent. All wood shall be - pressure treated to 0.6 lbs per AWPA specifications. Refer to Section 06100. A. Fire Retardant: Lumber, AWPA C20-88; plywood, AWPA C27-88. i Pressure treat lumber and plywood with fire retardant chemicals to comply with UL FR-S fire hazard classification i for intended use. B. Preservative Treatment - Where lumber or plywood is indicated as "P.T. , " "Trt-Wd" or "Treated, " or is specified herein to be treated, comply with applicable requirements of AWPA Standards C2-90 (Lumber) , C9-90 (Plywood) , C23-84 (Poles 6 Posts) , C18- 90 (Lumber 6 Piles for Marine Use) and of AWPB Standards listed below. Mark each treated item with the AWPB quality Mark Requirements, unless exposed. Do not mark exposed wood. C. Pressure-treat (P.T. ) above-ground items with water-borne CCA preservatives complying with AWPA LP-2-80 . i D. Pressure-Treat (P.T. ) items, in contact with water or j concrete, with water-borne CCA preservatives complying with AWPB LP-22-80. After treatment, kiln dry to a maximum moisture content of 19%. ") E. Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. DANIA PIER RECONSTRUCTION 06300-1 I F. Fire-Retardant: Provide fire-retardant treated wood for electrical and mechanical backer boards. PART 3: EXECUTION - 3. 1 INSTALLATION: Installation of treated wood is specified in other sections. 3.2 FIELD CUT TOUCH-UP: Apply two brush coats of same preservative used in original treatment to all sawn, cut, or I drilled surfaces of treated lumber in accordance with AWPA M4- 84. ..z .y 1 _ I 1 I I d END OF SECTION 06300 1 �kY Ir r a C.tr-er y , DANIA PIER RECONSTRUCTION 06300-2 f ,F x, K , I • •i�ssl..� e�.CN L SECTION 16010 GENERAL ELECTRICAL PROVISIONS PART 1: GENERAL 1. 1 DESCRIPTION: This section includes basic requirements of a common or administrative nature that pertain to all electrical work. 1.2 WORK INCLUDED: In accordance with the specifications and as I shown, furnish, install, test, and place in satisfactory and successful operation all equipment, materials, devices, and necessary appurtenances to provide a complete and operable electrical lighting system. 1.3 RELATED REQUIREMENTS: For additional basic requirements that may affect electrical work, see Division 1. I 1.4 SUBMITTALS: As specified in Section 01300. Submit proof of j electricians license. 1.5 QUALITY ASSURANCE: rA. Workman Qualifications: All electrical work shall be performed by licensed electricians or under the direct supervision of a licensed electrician. B. Codes and Regulations: 1 . All work shall meet requirements of governing codes and regulations, NEC, 1987 edition, NESC, and other national fire codes of NFPA. Advise the Engineer of conflicting codes or conflicts between codes and drawings and specifications. When the requirements of specifications or drawings are more stringent than the codes, regulations, or standards, the specifications or drawings shall prevail. 2. The electrical installation shall meet the requirements of NECA Standard of Installation, except where otherwise specified. L C. UL Listing: All electrical materials and equipment shall EE meet requirements of the applicable standards of UL if UL standards exist for such materials and equipment. The UL authorized listing mark is acceptable as evidence that the materials meet this requirement. In lieu of UL authorized listing mark, the Contractor may submit independent proof satisfactory to the Engineer that the materials meet the published standards. Materials and equipment shall be used only for their intended use. DANIA PIER RECONSTRUCTION 16010-1 i I Yr+ 79 D. Standard Products: Provide materials and equipment that are products of manufacturers regularly engaged in the manufacture of the products and are the latest standard design. 1 .6 INTENT OF CONSTRUCTION DRAWINGS: A. Electrical drawings do not attempt to show complete details of construction that affect installation. Diagrams are schematic only and do not necessarily show physical arrangement of equipment. Refer to drawings of other trades for additional details which affect work. i B. Conduit and ground connections are shown diagrammatically only. Layout does not necessarily show total number of conduits or conductors for circuits required and should �. not be used for obtaining quantities for linear runs of I conduits or wires. Locations of indicated runs are not intended to show actual routing of conduits. Provide additional conduits and wire wherever needed to complete installation of specific equipment furnished. C. Locations of outlets on drawings are approximate and may be distorted for clarity in representation. D. Install electrical outlets and other equipment clear of and in proper relation to ducts, grilles, pipes, and other equipment, and items such as cabinets and counters. E. Changes such as offsetting conduit runs, moving outlets, or other minor changes necessary to facilitate installation shall be made at no additional expense to j . . the Owner. 1 .7 COORDINATION OF WORK: Coordinate electrical work with the work of the various trades on the project. 1 .8 CLOSEOUT SUBMITTALS: Submit keys, operating handles, special tools, and schematic diagrams and project record drawings. PART 2 • PRODUCTS 2 . 1 EQUIPMENT ENCLOSURES: In dry locations, enclosures shall meet NEMA Type 1 .i requirements, and in wet locations, NEMA Type 3R requirements, DANIA PIER RECONSTRUCTION 16010-2 � i � 5 i ------------- t 07. unless otherwise shown or specified. I FART 3 EXECUTION 3. 1 INSPECTION: All electrical work shall be demonstrated to operate satisfactorily and in accordance with the requirements of the drawings and specifications. 3.2 TESTING: A. General: Make all specified tests in the presence of the Engineer. Furnish all instruments and provide qualified all tests in accordance with the personnel to perform drawings and specifications. Perform all tests at no additional expense to the Owner. Operate all electrical equipment within the ranges specified by manufacturer. Correct any defect revealed by the tests. 3.3 DEMONSTRATION: Demonstrate systems and instruct personnel in correct r`[ hem with locations of switches, operation. Familiarize t I junction boxes, and circuiting, including changes as shown on project record drawings. END OF SECTION 16010 i I i t I ! f DANIA PIER RECONSTRUCTION 16010-3 �s SECTION 16050 BASIC MATERIALS AND METAODS PART 1 • GENERAL 1 . 1 DESCRIPTION: The work of this section consists of general electrical materials and methods. Electrical materials that are a part of equipment specified under other sections shall meet the requirements of this section, unless part of larger factory-assembled equipment. 1 .2 SUBMITTALS: As specified in Section 01300. A. Submit manufacturer' s literature for raceways and fittings, boxes, wires and cables, wiring devices, naeplatalswitcheseandluninterruptable power supply (UPS). safety 1.3 QUALITY ASSURANCE: Section 16010 . t + 1..4 CLOSEOUT SUBMITTALS: I A. Submit lighting manuals. I PART 2 : PRODUCTS 2 . 1 RACEWAYS AND FITTINGS: A. Raceway Systems: Meet requirements of applicable UL standards. 1. Rigid galvanized steel conduit (RGC) , UL 6-81. 2 . Galvanized electrical metallic tubing (EMT) , ANSI/UL 797-83. Tr' 3. Electrical nonmetallic tubing (EMT) , UL 263-76. ,� ip a 4 . Flexible steel conduit, ANSI/UL 1-79, listed for grounding. 5. Liquidtight flexible metallic conduit, ANSI/UL 360- 80. E .. 6 . Surface metal raceway and fittings, ANSI/UL 5-79 . 7 . Wireways, auxiliary gutters, and associated fittings, ANSI/UL 870-84. 1 16050-1 DANIA PIER RECONSTRUCTION ' - i 8. Busways and associated fittings, ANSI/UL 857-81 . 9. Cellular metal floor raceways and fittings, ANSI/UL i 209-81. it 10. Aluminum conduit, UL 6-81 . 11. Fiber conduit (heavy or thin wall) , ANSI/UL 543-82. 12. PVC conduit and couplings, ANSI/UL 651-83 . 13. Intermediate metal conduit (IMC) , UL 1242-83. B. Aboveground Conduit: Unless otherwise shown, raceway shall be PVC schedule 40. j 2 .2 WIRE AND CABLE: A. General: 1. Color Coding: All wires on the same leg or phase , each color code ea leg or - shall have the same phase being a different color. Black, red, and blue shall be used for three-phase, except that for delta secondary voltages where the midpoint of one phase is grounded, the conductor having the higher voltage to ground shall be orange; black and red for single-phase; white for neutral; and green for ground. Neutral and equipment grounding conductors sized smaller than No. 6 AWG and larger may be marked with colored plastic marking tape at each end and at every point where wire is accessible; conductors sized smaller than No. 6 AWG shall be color coded by factory insulation pigmentation. 2. Unless otherwise shown, conductors shall be rated for 600 volts. Conductor size shall meet requirements of NEC, or the sizes shown on the drawings if larger, and for feeder and branch circuits, shall be No. 12 AWG minimum. Unless otherwise shown, wire sizes are for copper. Copper clad conductors are not acceptable. 3. Feeder Circuits: Feeder circuits shall be copper. Aluminum conductors are not acceptable. 4. Branch Circuits: Branch circuits shall be copper. 5. Control Wire: No. 14 AWG copper conductor unless otherwise shown; 600-volt rated insulation. 6. Service Conductors: Section 16420. DANIA PIER RECONSTRUCTION 16050-2 C Jaq i B. Structure Wiring: 1 . Feeder and Branch Circuits: Conductors shall be Type THWN. ' 2 .3 OUTLET, PULL, AND JUNCTION BOXES: Provide one for each { outlet, switch, receptacle, or combination, and each junction point, sized as shown. Unless otherwise shown, boxes shall be as follows: A. Buried or Subject to Constant Moisture: Watertight. f 2 .4 WIRING DEVICES: A. Receptacles: ANSI/UL 498-81 and NEMA WD-1-83. Terminals shall be suitable for both copper and aluminum conductors and shall have CO/ALR rating. 1 . Duplex Receptacles: Thermosetting ivory plastic, NEMA heavy duty 5-15R and 5-20R configurations, Specification grade with U-shaped grounding pole and a green-colored terminal for connection of a bonding jumper. Hubbell 5262I for 15-ampere and Hubbell 5362I for 20-ampere, manufactured by Hubbell, Bridgeport, Connecticut, or approved equal. i 2 . Ground Fault Circuit Interrupter Receptacle (GFCI) : I , Duplex 20-ampere with NEMA 5-20R configuration, UL 943-72, Class A, Specification grade. Receptacle shall have built-in surge and load noise suppression, with feed-through capability to protect j - branch circuit beyond GFCI receptacle against ground {{ fault, and test and reset buttons. Indicator light shall glow only when tripped. Color shall be ivory. Eagle Electric Manufacturing Company, Inc. , Long Island City, New York, Catalog No. 677-I-BOX, or approved equal. Provide matching cover plate. B. Snap Switches: Specification grade, 20-ampere, 120/277 volts, ac rated, general use, quiet type. NEMA heavy duty, with ivory handle, key operated where shown. Screw terminals sized for No. 10 AWG copper or aluminum 1" conductors, CO/ALR rated. Catalog No. 1221I for single pole, 1222I for double pole, 1223I for 3-way, and 1224I P i for 4-way, manufactured by Hubbell, Bridgeport, Connecticut, or approved equal. C. Floor Boxes: Catalog No. B-2536 by Hubbell, Bridgeport, Connecticut, or approved equal. Fully adjustable with 1- 1/4-inch external adjustment and 3/8-inch internal adjustment, watertight after installation. Provide DANIA PIER RECONSTRUCTION 16050-3 "I a ----- .---•.___ 000 polycarbonate carpet ring in carpeted areas. D. Device Plates and Covers: One-piece, with matching countersunk screws, and unless otherwise shown, as follows: 1. Wet Locations: Gasketed and weatherproof, with spring covers for receptacles, lever operators for switches, and cast aluminum cover plates for junction boxes. 2 .5 PANELBOARDS : N/A 2 . 6 DISCONNECT SWITCHES: N/A 2 .7 INDIVIDUALLY ENCLOSED CIRCUIT BREAKERS: N/A 2 . 8 FUSES: N/A 2.9 SECONDARY LIGHTNING PROTECTOR: Thyrite, disc type, rated for i use at system voltage. Enclosure shall be weatherproof sealed and suitable for use in outdoor locations. Protector shall be suitable for mounting in 1/2-inch or 3/4 inch conduit knockout E inch or 3/4-inch male conduit opening and shall have 1/2- j threads for mounting. , A. 240-Volt Surge Protector: Line-to-line maximum voltage � `.. rating of 240 volts; line-to-neutral maximum voltage rating of 175 volts. Impulse sparkover voltage of 10 kv/microsecond pulse, 2, 300 volts. IR discharge voltage of 8x20 microsecond current wave at 1,500 amperes, 940 volts; at 5, 000 amperes, 1,600 volts; at 10,000 amperes, 2, 200 volts. Catalog No. J9200-10, Square D, Palatine, Illinois, or approved equal. Provide mounting bracket and ground strap as required. For three phase, provide two or three units as recommended by manufacturer. 2 . 11 TRANSIENT VOLTAGE PROTECTION VARISTOR: Suitable for use on system voltages up to 130 volts RMS. Rated transient energy for a 10x1000 microsecond pulse shall be a minimum of 50 joules. Peak rated current for an 8x20 microsecond pulse shall be 6,000 amperes. Maximum clamping voltage at 100 ampere 8x20 microsecond test pulse shall be 325 volts. Catalog No. V130LA20B, General Electric Corporation, Providence, Rhode Island, or approved equal. 2 . 12 MISCELLANEOUS METAL AND METAL FRAMING: j A. Metal Framing IMC: 1 . Unless otherwise show, mounting channels shall be 16050-4 DANIA PIER RECONSTRUCTION i cold rolled from mild strip steel, 12-gauge, 1-5/8 inches by 1-5/8 inches, with hot dipped galvanized finish, Unistrut P-1000, as manufactured by .; Unistrut, Wayne, Michigan, or approved equal. 2 . Screws, bolts, washers, and nuts shall be electrodeposited with zinc. Parts and brackets for assembly of channels shall be hot dipped galvanized. B. Miscellaneous Metal: Galvanized steel, unless otherwise shown. t 2 . 13 NAMEPLATES, LEGEND PLATES, AND LABELS: A. Nameplates: Laminated sheet plastic, approximately 1/16- inch-thick, with engraved white letters on a black background, with adhesive backing and mounting-screw holes. Minimum height of letters, 5/16 inch. Card ' holders are not acceptable. B. Legend Plates: Type KN-3 standard legend plates, Square : 1 D, Palatine, Illinois, or approved equal. C. Labels or Stencils: Minimum 1/4-inch-high letters. t Embossed tape labels are acceptable. D. Control Wire Markers: Pressure-sensitive or heat shrink sleeve types, manufactured by W.H. Brady Company, Milwaukee, Wisconsin, or approved equal. ! f PART 3. EXECUTION j. 3 . 1 ABOVEGROUND CONDUIT: II A. Install pvc conduit following manufacturer's recommendations. B. Install nylon pull cords of 100-pound test instead of pull wires in all unused conduit. 3 .2 WIRE AND CABLE: Unless otherwise shown, install all interior wire and cable in raceways. A. Taps and Splices: Permitted only in junction or outlet boxes. Use only CO/ALR factory-manufactured insulated- wire connectors, bolted and taped connectors, or crimp jconnectors. J END OF SECTION 16050 DANIA PIER RECONSTRUCTION 16050-5 I 1,'JI!4 YYLA i bTl,l. �yILSWi3 ( 119 ZA TOTAL 5290 L.Y. ) p RHOTAUAAUT MMA 10" :< 18' x 30 ' 21 tsA 630 L.Y. f! c BAYT SHOP' _pIYA RAMP i0" X 10" : 20 ' -20 , 12 EA 420 L.F. PIER (2-DANIA 10" i 10" K A0 ' -50 ' 61) EA 3196 L.F. OANL'D PILES 98 ' ) PIER-T (18-DA31IA 10" X 10" X 50 ' 10 Y.A 1044 L.P. O3,TNKD Pirms !SH ' ) CONCHUT9 L75 C-Y- ) AI38TAUAANT CA78 CT�lsg IV 3400 52 _ C.Y. RESTAURAHT SLAD CT ` ss IV 3400 144 _ C.Y. PIER CAPO -Tltss IV 3400 300 C.Y. PIER CLOSURE POURS SAKAL'TH NIX 29 C.Y. 817yLuB 89 DAr 3410 L.Y. !: ffT-H�M) 10" X 30" X 35 ' 12 EA 420 L.P, I . 18" X 10" X 40' 60 EA 2720 L.P. Y 10 X 10" X 30' 9 13 270 L.F. DECKING OU'YOXIM VAUL'LS ( 179 Pnrler.h, 7360 L.v. ) N1 DENSE 2" X 6" X 4 ' .6 TREAT - 2605 BA 10470 H.F- $2 CORMON 2" X 6" X 0 ' 6 T11EAT — - 350 LA 2064 B-1?- GALVANISED BOLTS W WASHER13 G 107.30 IEA NUTS 1/2" X 3-1/2" DZCKIUG IUSIDE PAWI;I-�l ( 1.10 PANELS, 113.1 I..V- ) 11 DENSE 3" X 6" X 0 ' .6 TREAT 2220 EA 26640 B.F. i2 COMON 2" X 6" X 8 ' .6 TREAT - 444 SA 3552 D.P- GALVANIYBD BOLTS W/ WA:U"S 13320 HA I, G NUTS 1/2" X 4-1/2" l ' I i I PAGE TWO DANIA PIER HILL ON MATHRIALS TdS MURPIIy CONSTRUCTION CO. RAILIUG _ YOST #1 0 ION, 4" X 4" X 5 ' . 6 542 GA 3613 B.P. TREAT TOP RAIL 81 DRNSE, 2" k 6" X 12 ' 165 LA 1900 BP .6 TREAT RAIL 41 DENSE 2" X 4" X 12 ' . 6 493 ISA 3960 H.F. TREAT GALVANIZED ALLTNRHAD WITH NUTS 11004 LA L WASHBRS EACH END i WlSOPRUMM PADS 1/2" X 6" X 1011 , 50 DUROMETHIt 170 BA WOOD flT.00t(8 ' 02 COMNOU, 12" X 12" X 3 ' 4" , .4 220 EA 8791 D.F. TREAT - ---- - EPDXY 10 GA GALVANIZED ALLTURISAD 3/4" X 201, 440 LA F1ITN ONS WADSISR s 0110 11Ur P1iN>iTRAl1'r tl18ALiLA ':, PgHETRAUT SHALHR RHIIiYORClilmuT STGISL RESTAURANT CAPS GRADH 60 ASTM 615 2000 LBS RESTAURANT-SLAH GRADE 60 ASTH 615 32039 LDS PIER SUBSTRUCTURE CAPS GRADE 60 ASTM 615 35053 LDS PIER CLOSURE POURS GRADE 60 ASTM 615 1000 LBS ti j j � v>•/Y THE MURPHY CONSTRUCTION CO. i i BID BREAKDOWN FOR THE DANIA PIER ! ' I ENGINEERING 50000 2 MOBILIZATION 56.153 3 BUILDERS RISK INSURANCE . 12000 4 PAYMENT 6 PERFORMANCE BOND 13000 5 DEMOLITION OF EXISTING PIER 100000 6 RESTAURANT/BAIT SHOP PILES, CAPS 6 SLAB \137648 7 PRESTRESSED CONCRETE PILES - A. MATERIALS ($29/L.F. ) 99412 B. INSTALLATION 242705 8 SUBSTRUCTURE CONCRETE 298271 9 POST TENSIONED CONCRETE BEAMS A. MATERIAL ($93/L.F. ) 309690 B. INSTALLATION 138413 10 CLOSURE POURS 6 BOLLARDS 40966 f 11 TIMBER DECKING ;I A. MATERIAL (WOOD GRATES $526 @ ) 156222 B. INSTALLATION 74359 '! 12 TIMBER RAIL 55321 13 ELECTRICAL 42000 14 WATER 3181 15 LANDSCAPING 5175 16 PARKING LOT RAMP 482 17 DEMOBILIZATION 15000 ----------- i $1, 850,000 a 1 . f 1 Dcpy�' C('RF•1�yli C_ 1 DEPARTMENT OF ENVIP.ONMENTAL PROTECTION: ` I1 Division of Beaches and Shores: a) Final order b) Notice to Proceed 21 Division of Water Management: a) Permit 3) Division of State Lands: i a) Permit U.S. AR14Y CORPS OF ENGINEERS: i i rc: a) Permit BROWARD COUNTY: 4 1) Department of Natural Resource Protection: a) Dredge and F111 License � . CITY OF DANIA `III a) Building Permits � i„ I L i ( 1 i i i i r>y: << a�T, . i i f ,s