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1981
r ~ ~I1~ F 3; y« z~ .r .+o~s~s ~ 4 ft F 7 777 `A~u2.p p,r Y. x ; t 5_- r`~ +i~ 4 tf N,g. r eta '.i w ! ry'~i"{ _ ;1 x .'"'.~:r.`. I 4,7777777777 z!:` tf fire' 77 F CUTINED COPY ; GENERAL POWER OF ATTORNEY No.1...1.4.~• 5......., 1 Know on Man kr I"" Pnlenror That UNITED STATES FIDELITY AND GUAMNTY COMPANY, a sorporukn orµa4led and uhUai trader & 4txs of the Stun of Mu1`I+ad, and hadsi its principal oKoa a tbo at, at 8sktssors, to the Sup of Morytaad, does Mrebr a nstitute end spp•tat Henry We Burch, III of the eat, of Dullas , Suto of Texas ' Ire true mad Iawfal attolrwr btxdd 1Mt ~14d1c x 7ok for the fottotrini plupoors. to wltt To stia its canto as suet, it, mad to esetuto, eat tad aeltaowtedio say and an IM04 and to rapsedvey do tad Performs sill all aeto sad tk}neo set forth In tho resolution of the Acrd of Directen of dw said UH.'ED STATES FIDELITY AND GUARANTY COMPANY, Iwbkh is nu ewlrratero, banhy n Scs Attorney oatim s tin std UNITED tM STATES FIDELITY AND GGARANTY COMPANY, tkreii w, Its Road et D uld Henry We Burch, III OAF latduty de Ia tM Pnmtow by Ifirt" Of these praeob Uat RAARA .iM Pcn MPAN au a It 19th uwawat to d+!bt !a 1Vlrleeoe flhtweo/1 tAe wld UNITED STATES FIDEUTY of Ma with lu eoepgia~ta~ d4 j, a~(aN~ Its alwil a o114 Vke .a it amber 1 A. D. 19 80 tt Y' ! 1 1':e,a I rs.r;1 1, J:r, I.a , 11 , :t 'OMW WfM ftV1 W'AK6I66A'kd'Ei 660 AY. tttnf -PEF',r! Gr-. rr [~tef~F~ j!- I~i7 r671'}is.•tt li t ~ - 1 1Cr..j -E ( r, rl t : f r~I "L l1 1,11 S -.tt r.'1.1 r1t i1,1 t,0 E't " la a. a {,t. 11 E ,I'8 .,r.,a.,. •toot! -11..), 1~,1l1.l,u1l44t00 11. t, t If:rt,•:t t; s•t, .a ".i`-J r ,~~8>a~~:'-~ , rf 71 a 1 ~+.i; ~}!'{v'y[ t" t 1 :r J - 1 s r.l u~ j,.. i . , ! l .•"t. a 7 J :lu: - / r {1~ - - . 'William F,n%, t 114 1,; 1..,4 `lnki .R• ~ Y r ie i° r , i Ril; w'1~[I J. Phelan ~~Y'{ t 1.. f.-,n111.7l .1 ,,..,1,/, 1., Ill ,•1114tj •('r ¢f Sitt•,L~t}•7. 1 l Arlitl~/nf k~a~Mr t D V J 10 v+ w 4; 1 Y3 STATC OF MAotyLk", 9ALTIMOR9 Cr1Y. Nt Ii c u 1, X ~ • Ft tt s. c ' I i T of September 1 A• D 19 9 A P*UTY before AN~ YSY .,;.t plt this; 1. 19th r ~t~ ~ ~I, tt~ of r Jri1I 1' )II, 4t z ha stn ¢,J ! • ..t 4 ~M{rAA~IY ,nd~ p o n 1~f'i a hgh. '}who b! the anraih day etrw oa l u •1+ t AA `d o!h~ib1odild ~ tlty TF:11 w l N the V100nold"I std the Astlkaot So VAfV 41 e t ' h rdw it" dtkUW tM lotlillstal Power of Aeomq I lip r 4• r W Oflu tt. tG~A 1 •r', Me$id " "alai '~/~d ~'rrid 4e1Fif'il'Altds'1' trw $01% sisgpow Mae t t. to b1= b,_ ttldt! rittttu+t t6M* 1? W KW K Yle♦PrJtt - tl S '.E-4~ rtllV~r~~f t/Ir 1' Tr , i. tr / 11• ~r)i tN7lt G f1.V,Y1 ,3 }p4 • t~f t~jyRtr`l.` t{[yh/~a 4r rc tc Ilss c g r i • A~u'ES r aRl t 1~ IR. YI l7 -l~{ 1R~ ?[lt 1 {fir, r 7•I iszia' M 3 11'4 J( e; YAL t',3nrEr ~gimlwto$ ~Ibise~liki1l~i#or~ t,. 1 a t c Y1f}{ kSfII;P.ri: ~~'t 1)RIM..~ r!, ,r /:J 1.}i^I~4g 1~)t 11 I~1 /1714. ka f:t! A,'4[. LV l l;nt ['j ~'~``YdlV/~lJ,t 1:~1-Rr nor E,~. 1J!,r.u,' 7tl hrf, YS'~I7" Au ra1lf ~sipfd)$ v1 11'F tlr'JCIt.Yt •'''J e`.l#. YB IY►..1~'#•I.iMa l~~a//l~iy,'i~31,1.~~Y7,,1~~1►►))i~~~:,,, 'it9b, III sl17 Plum IrLs 43 317 11(r L:!RL ,Jt fll'11114)•:C 11,11 (-1 If .EE 114 7P'^ut7 l°` 9/kr. lift ■U'~ R11:1:r16i: t[JR r rUllll~ 'R~r/'r77/I.o:~: t'tft71S`8•0fVAt1Y1LAND F t "t i1J 1 C tlrrrt 3: jl: ads'=4N l.'tlillf Il 1 . :.ti ; 1.1 ij • 11 fl, (11 •,d 4, 4~+~ t 1 YG I - { X11. [ [ SL 4 4. i ~ t, t.. 1 y/~~ 1 ILIA 0 , t d J ~ ~ 5 s k)Al I AS t 1 of PI?1 0 , , Sol' , C{Ity/,w r~ lit l fide rsaebt, attut ~:4! r l:r# .6 S:llrk $'dare I tI~tl fit ,'~y. t qs . s a 00 ,'cmI V, tbw* malt ba f Mall >♦ar >+4 ! trbedl+ tirtw~d t 4~ ek sk+4 ~ &Q, swots ea ' ettad'!s'iai~d~tdn~t t Cis t altitaorel dal to I unbar artill that ant wlatee wWt itt$ beadwrittad of the said , E I.~}►.y, 1 $ ~py~ t ac T-A ,Y( Wit ~ 11 tu7}a [t~ ,n,J 2 a:;.{tiny Era11Ip.~41Je+i1 q fills fs~ses .J9t F { [t I1, 11 ~6 rt+ s,1r 1,^•! (~f vq t`.+ Or •e /t[ A -a f s lestlur IrAoreoll t bra 1j1o Nt of les".usd allst tL al e~ the ~npoiior Codrt Of Saki aria 8111 s5tt "M berai a &1 W wlr 19th der ef, September r A D. to 80 tteesrd,tW Y A `'~`s `l ~ri1~#~4 fa{1~~~ y Y~~~M ~t tyr\~./' 1 . . . 1,.1..,,,:,...,...:1.. (S1CAY+) Clark at tM Saluda Corm of do &Wj Cis,. ff ! (VHS : ' r' 1 ,Iv ° „r' ; I, I , t 2In 1 Ia8bL1Y1ybAr L ".11V N w t.1t WI1A ~t4vt a4 g'in'tivOIt , t,flss t{'ris ~ ku j,stLlv'raaul ,~i,r4,.,k, v~ v c t# a r< ~ f' !,t r l + 't + + r.u 11 c' l s71+ a Irk f/4 11 is +f°{•ear (or the elect al transactloa of ~uaf6ees that t ° Compear e➢tw g or6eye with pa will .n~ is4t1 1 ~ j ' t y * tnl aent° end at # !9 Ffp~ pd "~1 S#eteJtto her5lisa Malryland, and In the Territories of the United states and its the prorinaa of lki.Ca 1 (Gntl s a g 1 n o w a l s 11{ tt .t: t WI 'F 9f~4 A f a RJ? , f' tl:. ~ad+ d 1 1 > , Rsra tNr of, 'r ''AKe/Or/l~+J.R,f11r.Id,thalfl°CAnlp~e~,dOa. ''ri c t •`:•i G~ r:: Y, s:-, 4 - Pruldettu la ranlrnetlan ulrh its 1wdltAsxebr {sat ) at #pd 4mppw~jrtj~4aFlesh f~Ccf $110 ~IsYtet. fje4relacy pr 4104.0 irP. jlselrtaal ecrstar{4 ten 4r ha ggrppr}le alal, to 6, " nt am enot~~t pitpd) as a!torndj or attorneys[n-fAd.'ol 4Hnt of aiehta lof said Companr, in Ju Pouts f 4,4 qs fIll or4 tp'e.wg~s tPAPPO d,4jvtr..4er k all cart,, trad ~pu' list si11tT Adellty ofpersons holding poshlons of public or prlvste trust, gusrsnteeing Jim fferformances"of eoritrarte other Ih~n tfna r4 d yoliclN ifid 411111 Jng of srarantedns bonds and undert°kinga, required 3 by Wit h11oQ&d,,1 kd ) i 'r: ' or permitted In all actions or proceedings, or Also, In Its name and is Its attorney at attornersdadact, or agent or aseats to @%*cut@ and guarsatee the condillonp of sayand all bonds; fo 40zances, ob[lgailone, m1pulatlose, andonaltlnp or agything in the 6etnto of lilt 41 Of,lb° 1#104, trhlih} or mar by law, manlclp41 . or otherwiset or by any Statute of the United States or of any State or Territory br 1`h ([611#4 Sletes or of the Provinces of the DgminloA'of Canada of Ir the Ninht=.pf N'eirfoundi~nd"of by; th ;glee, regulations, order customs, practice or discretion of say board, boar; q►j4artlut o`a1 o J or of!leN; foFet, lalriilelp'al of '~lh rwlse, allowed, re4ulred or permitted to be aecuted, made, taken, give". repdeie~ e£eq : JiT ~ of siIOidid 1dr Ih4 ~ctiitlt~ dr teekteti off' Sy de fer`dny tenor`bt'pbrronf,' ft*fitlbp < bear, Wh%, frorMe, , mi(gq1' Ip~~t~tItyrqq 1yt as lfort b 4~ihfta4 'I dh lhftsdrdrtrlii AR~''aild en eapkbltI6 trhetiidril ar.ib shlttg d L eb djt cla rasdltldNed he the doing ee,fiel doing 10i ,FG eh a~1 bit' 4f ' saytltlP~tfgi1'I+lsll! jf ift{tb tltdailime fdf is /ny Ydfh bood, :ieeb~nWhcU,'eblfsul~il, otlpulaUdi,' d? `undOnakfrd, a y .1 IY11 t:u..ler + ',Tlxso4are ds i, > rI~Jl 1, .r ; sn Assist~nlrSeerert`ry O 100 I)N;Tt 3S'A lef Dfr~.ft Aft CUARANO C013PANx. ~e horeir eftliEr tbs( rho ~orego[6d I/; (q1 Irpe ~Rd rtecr oyr of ` orlefno irf#''8 S IoriJ evili by said Coat 4 l~ w~rle ,t,a,.~ F4t'2sffTfrl-~~`$il?.S!! Jrr.A Yv!jlr.:tr lrl~ ' 1a X4Me litWrrtJ~t + Henry We Buroha ill 21.Y1e. ir;, r2YFJf1'f'~t,' 'E S of Dallas o Texas ie sea empcwiting.... , .hill. to cl site Iqt .111 .r'i I l as t~wrla 1N . for1L~,~ kli power of stiorney has never been revoked °hil°t+t, An force and elect. i f ~ 3 y ~ w ,jsr -In And 1 do further esrtlfy that said Power of Attorney Brae given In pursuance of it raolstlon adopted at a regular Hoard of Dircalon Of sold Company, duly called and tosjbp la of tmOMPear.ip Jbe fdry, of.Baltlsaore, oa ~h1 I1i54't1~y"~ivf, July, 1910, at which speeliq a quorum of the board ot( .reeto?~ was prows , sad that the'teessMn~ It a Itew'add bbrreel espy of said resolution, and the whole thereof to recorded in Ike minalea of old meeting. In Teuitnoisy 11►fsereo/, 1 have hennnte all m 11114 cad She s otf11.0 UNd ~t~~i0iffilifyod Mi(*" 1 ANY ~b4r C,!4 It" 0 !+e~]F,t a,.r:)roa0 4 wiiiprlj pp 0 f 3 cl l , q4i Ike s:l:nt«+.r of ls9 r,t'.a- 't gear e,,q :s;+;st:1 ~atttvu' t~)a i i11at qsl o to lk!tv•tr 'a,v~kk;k' tFa "ll nx11101 z.LYI£Z 1.1r)4dJ,a `{tY sv tj+jbYi1 , 9 'q <M IrrjLttaear if wsh jrA'}vr>, po ;v t;a+ ti's wc^{tte Pt h'4 a+ ml lyric ts4+.respr F pe o uN+ ,,i a ill.,..(„ a1............a1a,.,la.l a.. aai111. 11,aaH1aa alalaa as ,1 BnJ, js 7 £ ~ AubNAJ dlcrrtuya UbrfILA : VU l'11Y'H4/11. conhv;*A, ryt:asp Re rte g"rtq et f)rtc=lKS' pcripi' ,rck,sr w{ ~o.'t•4.ar sJJ VU4 Xi"w4l6a tpe nil COrII,V%J,' 9 e4114'peq LOW of AMP {t t+ttr{o rYuwrcll eug c,ege r bet! of rJi*+ 1, wts b` yr. •tnst: i;r,o q* srlg 1}1j11}f3 ?1t1Etr ill ra_tt rnrl lpfuer r.t i'tty ii fps W Irlgi,"Y -k ttd jkart9 01 10!tttr,li or rp- serg CV11 0 iVi~U l..j~ril'fLA VVj) t`.f+'IFWJVtA .J.o rev !It rnuro if tnctr) t5' err 1; at;enle' rstJ earl teruunla'{So CIA r2q ell p+w%v, gal sy t•t.4 t{'ei 9o Roll tAlt4Liis 101 sell tnt r}1r lajl't'v{L a tnifw,ce to Pit !tv or; furl Jim jell 11;0Wat r)q 11044'a il4lrl,ixy. A tieli °l tyo C: rt al tr T J it :nrv of , , sr a it 1 irrtlr<;_ ii' Bill"%if II: auto q y1topil1- 911 yr;tmII ern t t.•cilcj r.,IEc, yr rl,; t !it q gopj: :04, rv 1,141 'trio ?{+t) rnj ,i,a1 y.,=opt vot'ac;nre Va j r5b".at :1'92 1'1iJ,tf1 .!'ill? 11€)1.i1t1. `;A,P 11fWit'v!II. !z)Tlhllf.' x G4atoi0;,v0 0 t1rro1%j oil SNINgvt 0a414i rye lrrt of tps trouts %IU )A%V p: ty'sie 1,LS15alt.t - t . ~ r 1! v € J~ c~ ~ a3 k fl .•7 r't.;k v°s 1 1 7 tpi` CERTIFIED COPY GENERAL POWER OF ATroRm No....... 410g..., 1Cmotr #4 Alen +r sAoso Presentst That UNITED STATES 17DEUTY AND GUARANTY COMPANY, it corporatlom ogsaind sad arlsdac ludo: the laws of the still of Maryfemd, end hsriatl its principal 0500 at the City o! Baltlrnole, In the State of Mantsnd, does bsnbY ooastltuto led appoint Henry W, Burch, III of the City of Dallas , State of Texas / Its trtN end Iswful ntorsey 0016"19) tAtftxA for the followlns Purpose, to wits To sloe Its name as sorely to, and to eaeeuts, wal ud achnowledp soy and all hoada, and is rupeetlnly de and perfom any UA all act$ and thlep set forth in the resolution of the Board of Dirseton of the sold UNITED STATES FIDtUTY AND GUARANTY COMPANY, a ceMAed copy of which Is hereto annexed and made a part of this Power of Attornoyt and the said UNITED STATES 117DELITY AND GUARANTY COMPANY, thregh rage its Board of Diroatoe, hereby ratifies and eenfi:me all and wlatsoe+ar rho uW Henry We Burch, III ll'•' , INN may lawflall do In thi pritldel Ill elites of tbses ; !s Ilfaaes IrhWh the uid UNITED STATES nD1UTY 1) GUARA MPANY+ 1 t#is Imstrymsmi u bs usled with Its d iithe s tsea of its Yiso• el to" _'s'Jti M say Pi iw 0 end teat Ssemary, tb4 19th day of r IJ;P!,ar, q " gb 't'ember 1 A. M 19 t' t.l ll(flkl ~~1 i es l' i !-irl tq if 1€ 1, r1 i'E 11 ;s'r 1}y' fy , ll a Pi P. : E}1 r 11 I.1:. 71{L i I11 If,, 1 1. :.1. ! 11 i'i4G .,,.Ullfl'~'Fi} ~fJSI'I~ FS~YM, I„• 1 YYA,YIN IWI.11~A . ~~1i' ldtU r' r ••s:.,;~ € 1 x 44 1 tl~~ t€: p t r t/ + , 1 aTaiaefi' De tReot't~r,I.•1 •<4.1 at v.1 { . •,Qtr~e~ ,p.4, ( l ! f }t r 1, , .r,• to S/!~6r'f}~'S'1,1.. Jrr{ { 1.' (n€ (r, I 3 I i :.l h . --t ! ¢1...t ' € rte'; ('t _ 1 r1-'t` ! •l 3 .LY.I~I` t„tr?rVT=~ G :'cl r{ 1 .'.-;r l ..,•r ~-s tu• r..'{ a ~8~ff1Q-, {"lr ( "I U I William J. 1( D VI J VD k u~ 4" X sT :1 if1}ak I i Ell.r I~kA}~, „a. a, a, 1, k,.. ..1~1T1~s Phelan ,1 t, i .J4ts• STATE Or MARYLAND, :acres BALTUIOR9 CITY, tea Z{C6)1.1~ f?fiLG~1 e ~ ~ I P1 .r,.,Qp stile , 1€, 19th day of September , A. D. 19 80 Won me pawaallr taw On P1 fYse r{ 9e ;D.s,'FAR4tS~~n,yw {"'l4s'l~.lm t ~f f,!~ll ROLF • GUM ~ 11,, „ ,t, a rte wataly sr sz~ $ ofa 16, tibl' i . ll Mo ''t' Apr yPp.ylej "`y1x~e{j/ep L~ the Vk*prwdnl and 114 Asolosat Secretary of the sold UNITED il., I +A.-~ 1 1 7 1A 4NAif I SOe ! ~ I` liaY "bw ad fei~fn` 1 #W&'#t Atfk" j t w• r.. a, r ~t ~til6tdd th'.~a7d rbtrll'"~f Aaehay`MN'ieh idllWffltll IMI, lhltiil'iea s s a BarafP~ old`idlLiG, lied sill ihil'if~dd (Ebels'tadtrii thelsti 1yNN'sN1f'u:Yta Ptssldisl 91~ eR{ 1E-1,7r[kj r~E }'i Il;G r'1 c 4/4•.=t k1.9", Lfl 1 , d 4J tl W 1 •YiH11 7L' Gta' t % - i r" 1= " r !,•1 d { ' ~tl Itl t~t 14l iIR !A~ l~J al' L, ~7i ii~•la I { r t 1 f 1 I 1 '11 ,-t ~r1 {'..,Y I.•i' :1118'1 I. Sl~ eaI>K r.l`i' 11 {11 ♦17 1;'ir ii, E t~- f file; u.., [.-l o(µ r f,-. ct 1~ [ i? 1 {f y~~s,3 +~1 ~ ,a ..~('i{1r l,trn tai{,{ lyq t:t 'K,ItIl0.G,' ,1={'tsar: c fill ll'.al( ijl3ed),p{Ire {111,1u ttriJrw,Yt',i1Ta4t`;+~ i Fr. ~:h1+Yri',R' 1ri4PJIiIjiil,~itr,,, 110111! . Ili 171111t rail .r 110 V:t"lu0R ax (it r• e,; iltr'•r Itt 7'f+'uri r•€ rite. €t;c 7.77 rr'Il turf.. lp~ ri,-:;(' 04 POMM11 ritATt 0i' kARYLA~N. D Sal ~J€. I'• sR {n~• t Go'lsil alr€i,' se t'Irt r+{ .a .i, Is - _tc.:o.s .1,11 11'.+x,' sl! Er+,• r 1 {er-, .r lv~ r,l if • r { ! n~ l,, I ~1~'~: _etl l ,.,r,,,~. •t, lfrl r.rt , r.r "et .e'S t :c! ?Il li•... ¢ 1 `••Y~'~. .Via. ~rl'•IT TNMi1.~ ~ Off, '1 ME, 1 lKent W Re4srd,amd has a .eanitI4at liar#4r t1rHurat t>ti$ rheea the bmot( a € 44 IN * ~ ri~ fsifa Iy~frrdle, awl that 1 in A w nicd with the handwritbp of the said dot~~ 'tI~o 4014 J , 7Q~,ytf.~iY~ Ye RN A1iN{ itl~{~? rVl1.J i'r tt t 4f~L1 f Ilti lG.171•tt cP l i{-:.. t { ,.t tl~ 6t'l €J F A t;:l t[..• iR,Y^ - - ci i.li Wp. 41rt':0rt ,r71=fa'If.v '1 I'i7~iuc r• r`j li - 1 l,.ht J• , - tl':) +i l•. t1.a v , r r,. In restim"), 1ilAerse/, I huew set al hied a►d a ka1 et t~iw perlor- Cow of BahLun 04" the sang Mtlid 4, Cosec of Rowel, this 119th day of September . A.D. 19 86 (SUL) t ~~fb }ter.?4K~'~,l~rl., ....11 . 01 l r ..i Clerk s► die Superior Court e/ 8diti tern Cky n a (s-tt) .4. r Uw 1 .'`~5.+1:..c :o y:` i' .fk.E q,-'~. - i -7-- C'14 "1,rt /nLit' 1 (F4Rlt 4t BS,Slwoct ti t) COPPI iIROOL" Vii ajK.,,.raq'~}lrv ~'s,"'r gts61 i61)lu' ;17L 1V r,t t+t{Ur Ni 71 t4 tt"3' r i,af '.Ifl ('17 S1 1 n{.'q lr•`1 ,r'y'~t 1 t..i tat i "1IlNS-.l s; CIS I l + 3 iak:tr `MA' re.>vr srMga Varl!(or ~h rI I M, Inauation oI bveinaes t at tills Company epwni 1/enll and altornere wish power ryl~ ► Ip. { d n t i i ~t~t slot i Z' A;f land, and to the Territoda of the Wiled States and in the Provinces mllp.9pFt g~144 dj fi a ~1•r,}cl 5ltlil (s+f E:.1 f nl i i 1 .SII+Jf €,;r ~ t t Fl 1 y. t r:,; of F r 4 R t e °Pr p R. b4dfi~j. I - h 5 Syr Uhl L- -1+'Ie0t i Y~ r fi.•,- ['W. " Thors/erey be 4 Agolredt that,thll Fwn .do, Aa+jl It1rllr,.00e slip L } efb I t Ins ty t a~ s,,. w f cup , ,~trR, say «~14+~ to . t~4T q ItR,'v Preeaents IN eemjunetiop with Its, Strergtary of sne e 'Ps Asilua t Srerdetil tan r Its.evrpar to sad, so IPPO ' Inl an r r sr u taterde or mllornertdrtfs~1' 'Yld' ht or a tnlF'of wI , 6r d Com an In lu n ~s its a e r o ~ v r, eF4e .~4 1 a+4rc~ 1l~~ppd.~iY~ ±nr~!v9 ,~od~ . tric vFlten fidelity o persons hnidll{/ positions of public or Private trust, /usranteelnII the p rformancti of contract/ othsr ~11.lel, ~ , than IV1 1 , 11th; and sac tin/ V /Ue } steern/ bonds and Undertakings, required or perm hied In all aetbns or proesadinp, or by 121ir'nl>bliekind,. ft'!} 1 ,Ifsoo in its name and as ke attorney or attorneys-lo'fact, or agent or agents to execute and gusrarlee the condi loon of any artd 111 bbnde;'tli gnltances, obllgetlonm, e!Ipulatlons, anderikkinot or 4,ylbing In the hatute of eitltet q( ~the Nme;,whfth gm 4r may by la+r, mmnlelpal or otherwise, or br any Ststuto of the Unlied States or of any State or lerritoty of ibi Uefled Stele: oeol Nt Provinces of the Dotptnloil a m_ru a of i o[ tbi dolori~ df Nivtoubdl.Fid, 40 Ili this Tuley regulations, orders, customs, practice or discretion of any board, bo~yl'.r~ agkiftk(on, A' of JilrF loealF{mliihrNprt 6 btl mrwiss, be allowed, required or permitted to be executed, made, liken, lives, tin erehfeteq`,t~'b,~fld e~rico471~d'foile ut6rltt'vr ~IrolaFtTol! ol;'bT'dl (dF'aft~'fieisbe`bt 'pellsDby~ eafp6iatieA, bddy,'efdeP~°ftttertRt,'7f tptyn r)ri i ylofTt~fa~gelil~bn°br dFafi~lif~~i`whttibiVel,''!n ie"f llid5111 t~apiefthi~ wkstbvN~ Ear~dkiolttd for 0 dotnj rt' mM do1M1/,« Of rl6yt)t n d~~~nlj ~ondlildnk ir~i~eh nfa} db'Obvlded f V1A 1'kj'iuch bbi(d,'obiinluneo" ebHjalibh; 1Upi1tN61+, hr.enderlakier,' M ' arpythtn I iii t~ o~4t}i7 F~r' taoft thi'lame r it t r „ . ~:t r,t ql a -Wj t t y ;.i 4A, I; s 1 I'~1.1E.'IF 1 t e ~ i t h q,{ 1 A t, ',.Ir.4rr Theo o;ror 0r ar~~y , an Aseittait Setae~ary OC)I~'i ~ s ~T>Et3 r~tli L11Y"AND CtlAMN7~f CbNPANYcdo h.reby 4 rtjlrOp the foregoing; lap ~u}1t 4.'f.P 4.' q?.riC1,~441,ot{ t~~►1gi~t~~F~}.~rdT'i~oilO ii A by amid Campoay to i) !40 11Ltt'V. 1!!4 144?~SIA r Hoerr 1f r Stroh g III 3tYE'd1 rtOf;f' + t r A I rt. ~ ~fYEI: V! 7lr1S11'i:?li' { of Dallas a Texas " t t / any smpotrerln/ . , , b >l ll , to dgn ~em~o a~ ~ t~rerel"ll set . fjjhVt4h power of attorney hat never been revoked l[Yd~C'aftf Fn full tone and Ael. :1. 1 ! 3 1 W i, r, l' ,r t, And I do further oerdly that W4 Power of Attorney was gt".% In pursuance of a resotlltlea adopted at a regally Mc Pilo Board of Direetop of said Company, dvly taped to Ai l ollke of Oj Company lit tbs. City, of Battimom oo t I : y. A. July, 1410, at whlch meolln/ a quorum of the Board o was pease R, and that thfl ref blol Is a:triC Ad borract copy of Bald rewlutWn, and the whole thereof as recorded to Ilse mlmvles of raid mettle/ tn to roslinnosy ( ho*f/t IQQIarq hePreunto seamy hand slid the si'$Is`I rtt3t cr,►t~+4~f ilDi•rft ,ie +srvtr c1 it+ l,r:t tar lit ivy ! rut ettetas.' lp;t 1=i` ft tits `i 10 ty,ltucls It.Yn,t'1''r~ lti'i f/nw 2.mci l.lttF.„"ni,,& F C Y fV` C A11,10 n` f t'ctl"ro=ut so p+ ,;,at jtrl,aii1 In to ,jN ~'it 71"Ytie },l +[~m c1 rpix U"X'rr ! li it t R E7 tai n't c )i Y I 1 dulstehf Secretary. f.(l1FFjA V ;!t) C'i,YFIY!t}'r.r,Pllxrlf' l}+Eostrp ere ov t?'tsq tt CHttcrotr' psltpi c€trFct tu} s<to~tc:t tit ttl ApIlOxAti eya tt,y (OWLYAA1 • cctrrV.; j co`ii rt '"pI(Y 13 )ttgo tuvttq cuo ways r 4111 at [Fit j ,,;Ott `9 Jr lj 4, ! to"l tFe till f4l t FV UYLF? t=i tc[t toll rp!U11 Kt 1110F 10 Fp3 set-,ic+Fut at lye 1174stj rk rytttrlst al tart evil C;: tiF.U ?LYLP2 f,(Gif'L!F Yrita e.nVKYVjA 1~1 ilea }lt ,tna'e ,r vmcri r, fu l 11 ilocrI4' itri eul ofF23ult=its Vol rug ill 1" ui'' voq 4-0 tasbtctrteV qo ttie F,€,lnto rest ray tat tut (,jiuajvt t.n:r;rte' to rltc Irv tint svS 1re+lnj e,ts'lutA pt eta; 4Z 4.4 ktttta K xV al lpt Vll of r) {7 T Y V V Crtte u; 14 Y ti 1r'. ! laltt.n f1' 17ttt.C})` Iif ;.<tse 01 ?jts'~;itiq' 011,1 Fs+.tsR err touc3ttr eglct tt r}rt {,rti nt itrttr!anrl 1u rpi Cott a1 /tY.titu't' o~<t r l;14;! r.-+€tl ante to} If't-ovs Jitst i C!i-;F:i1 2011.IP Htrft'1u i''l) ellYto(;AuJt f`lrlkl`1~J4' a yl6clarFr,:l tit+,rc•l saj sip[rvt n rat [i't tail ct t}c V.un7o e1 'riot yt, tyseo lystisvtrs 4~,aTJ7aA, J3V.i~a'ii7 ~fa Y€l~.I.~l3YlI'~lt, (H01H,N) (OW, 9 { CERTIFICATE OF INSURANCE Issued To: _ The Cltroof Denton, TexnB (owner) Address: _ W 1:,~McKtnuey, Denton, Texas 76201 THIS IS TO CERTIFY to T112 Ci4Y Of DChtOn Texas (Owner) that the following poTfcies of insurance" su jiTe to tFUe r erms, conditions and exclusions, have been issued by this Company covering the insured named below for the types of operations and at the locations de- scribed herein. It is understood and agreed that none of the policies referenced herein will be cancelled, changed, or reduced In coverage with- out at least (30) thirty days advance written notice to the City of Denton,Texas (Owner) at the above address, 1. Name of Insured: Gracott Coils truet,iott, Ind 2. Address: P.U. Box 756 - Mesguit_? Texas 73149 3. Status of Insured: Corporation X Partnership Individual Other 4. Location of Operations Covered- Ted as i S. Description of Operations Covered: THIS CERTIFICATE OF INSURANCE NEITHER,AFFIRMATIVELY.OR NEGATIVELY AMENDS, EXTENDS OR ALTERS THE COVERAGE AFFORDED BY THE POLICIES DESIGNATED HEREIN. This is to certify that the insurance policies (described by a policy number) ! writtej.on foripQ in usG by the copnpagy have been issued. This certificate is not'a'policy or a binder of insurance and does not in any stay altb?,'firhthd or ,gxtend the coverage afforded by,any policy,,refprrpd Ro;hpreigt Not withstanding Any regkIlrement? term or condition of any contract or ether document irittk es"q t to whic~ibij certificate maybe i,aseed or mpy pprtpip, the insurapcj,ZE).Qrd d,by,the ,ptjoy (policies) describ d,ia.,eub pct JPoll of the terms, 3xclus ona and conditions of such policy policies during the tetra(s) thereol. ► _ . INSURANCE I OLICIUS IN FORCE INSURANCE Al"FORDIA) ONLY FOR IIA7.APOS I` DICATIA) 11Y M Type of 1'+,luy % t,k nVrs of l.lal dkry ti ~-Policy 140, Policy Trrm Shnd.+IJ 4v011.111rk,'rCmt l.rn~ lino aSlsluh+ry tiV,C, I°rom:4-1-82 tt rilyloyco's onJ Uuupalw„al I:ath {taurrrHre 3 8 0 70: 4-1-87 pulse Liab'llty Arfirr;ile Ilisrase f ~Q~a~Q (tl)1hnr,tl,Or[nlerl'1& U41601%voll.ell Slalulnfy I'fOm: Cun,pcn ation To: 1613 00 room; 4-1-81 li rt.ly lujur3 072738 To: Ihemisel-Uprradnn I'ac1kl'r(son f~ 500,000 4-1-83 Csclr WkIl onto s.._,.50000,-. Coniuelor'a l'roleetira Ogg 1'loduclo&ConpletedOperation$ Artrcratel4odaNS s _ Cunlrarltlal ' & 61014rlc4 01+c13tionr ,omty Uan I'arL (lccukrrnce f Prrrnlul - optialion Arlireate 1'rckn.0pcr, f....-.LQQ-nni, 1 Conltwos's I'rolective A"Ictale 1'solrctise s...-.UM106 ihoducls&Con,plcled0vetaliorrs Arprgateprodticls s_-4.a & C'omplelcd Opetations Cmiluclual ArtlrtalcContracl,ral $ 100,000 1'yduolon, Cuthpss & 100 UQO UadrrWound Isamace (%.C.U,) Arrlegote X.C.U. f~ s _ (d)Aulomobda Lh4ility rrnm; 4-1-82 bodily I* 1623 02 To. Owned Abinn,obih# t:+clt I'ason f---.-3007400 - 072738 4-1-133 lolled Aulomobrtes; - Hon(1wnrJ Autolnobilrs Each orcurunce f._ 500 000 Prolurty !):,Hare ' owned Aulornobilis Hired Automobiles. lath Ocevrrtnce f 100,000 NonAwaed Autor+lobilca (el JQ'-' Elv3L+ran-ce CONTRACTUAL LIABILITY Subject,t.o policy terms, conditions and exclusions, specific Contractual liability'toverdge is provided as'followss For liability assumed by the Insured under its Contract with 'he city Q[ tc~csa (Owner) for the operations described hirein, x- Ali Contracts betwedn the 1n1ur6d'and"'rhe City o`f tl¢ntbn, Text3s' (Owner), NAUdau'Iinaurdnch Coax atife ~ 9x: + / T~h U an,O " a y Atl rile r`eW Ve P.O. aox 2800 trngl -T'e i Date., 4-26- 2 i Address _ 5UU_ _ rc:a - CITY OF DENTON, TEXAS SPECIFICATION AND CONTRACT DOCUMENTS . FOR THE CONSTRUCTION OF WASTEWATER TREATMENT PLANT EXPANSION EFFLUENT FILTERS PROJECT NO. WPC-TEX-1188 EPA GRANT NO. C-48-1188-01-2 1981 UTILITY BOARD MAYOR RICHARD 0. STEWART ROLAND LANEY, CHAIRMAN CITY COUNCIL LEONARD HERRING RAY STEVENS RICHARD TALIAFERRO ED COOMES MARK CHEW CHARLES CRYAN DWIGHT GAILEY JOE ALFORD MARVIN LOVELESS JIM RIDDLESPERGER CITY MANAGER OHRIL HARTUNG DIRECTOR OF UTILITIES R.E. NELSON, P.E. FACILITIES ADMINISTRATOR EDWIN EARL JONES FREESE AND NICHOLSo INC. CONSULTING iNOINEBRS TABLE OF CONTENTS PAGE Notice to Bidders A-1 Information For Bidders B-1 Bid Proposal C-1 Wage Rates Contract Agreement 1 Performance Bond 3 Payment Bond 5 General Conditions of the Agreement GC-1 Supplementary Conditions E•-1 Special Requirement Documents for Public Law 92-500 Project 1-35 Minority Business Enterprise Provisions TECHNICAL SPECIFICATIONS Section 1 - General Construction Item 100 - General Requirements Item 101 - Clearing and Grubbing and Topsoil Surfacing Item 102 - Earthwork Item 103 - Concrete Item 104 - Concrete Structures Item 105 - Omitted Item 106 - Reinforcing Steel Item 107 - Omitted Item 108 - Omitted Item 109 - Omitted Item 110 - Curb, Gutter and Sidewalks Item 111 - Omitted Item 112 - Miscellaneous Metals Item 113 Stone Aggregate Fill and Soil Sterilization Item 114 - Handrails and Grating Section II - Plant Mechanical Item 201 - General Equipment Stipulations Item 202 - Omitted Item 203 - Omitted Item 204 - Omitted Item 205 - Omitted Item 206 - Effluent Filters Item 207 - Omitted Item 208 - Omitted Item 209 - Omitted Item 210 - Omitted Item 211 - Omitted • Item 212 - Omitted TABLE OF CONTENTS, Continued Item 213 - Omitted Item 214 - Omitted Item 215 - Omitted Item 216 - Omitted Item 217 - Omitted Item 218 - Omitted Item 219 - Omitted Item 220 - Omitted Item 221 - Omitted Item 222 - Omitted Item 223 - Piping and Pipewor!: Item 224 - Omitted Item 225 - Miscellaneous Valves Item 226 - Sluice Gates Item 221 - Weirs Item 228 - Omitted Item 229 - Omitted Item 230 - Painting Section III - Landscaping Item 301 - Landscape Planting Section IV - Electrical Item 501 - General Electrical Requirements Item 502 - Wire and Conduit System Item 503 - Instrumentation Item 504 - Electrical Equipment Item 505 - Lighting Fixtures, Switches, and Receptacles i City of Denton Wastewater Treatment Plant Expansion Effluent Filters Project No. C-48-1188-01-2 City Project No. 8971 AODENOUM NO. 1 Bids to be opened: 2:00 p.m., January 12, 1982 SPECIFICIATIONS 1. Notice to Bidders: Change the year in the first sentence to read 1982 2. Item 102: Earthwork, Page 102-2', Paragraph C-Concrete mud slabs M nge a wor s~n the first sentence "....a three (3") inch...." to read %...a two (21 inch... a. 3. Item _1_0.4- Concrete Structures; Page 104.1, paragraph 8.2.C: Plastic atA e~ps: Add the following sentence: "Waterstops for construction joints shalt be 6" wide Servicised Type No. 5 and for expansion joints shall be 9" wide Servicised Type No. 70 Vinylex, or equal." 4, It 206 - Effluent Filtersi Page 206-2: The automatic skinming device, Integral With a carriage and washewter hood, structural members and adjustable type weir may be Type 304 stainless steel in lieu of the,type 316 SS specified. 5. IItes_206 - Efflt Fit a sc Paraoraph_A._General : Delete the fourth Para grap a: add e o owing o third paragraph: "it is the intent of these specifications that the filters, based on a filtration rate of 2 gpm/SF and an influent Total Sus- pended discharge lids (Tof) 15 fm401.g/1' achieve a monthly average suspended All a uipment proposed by the Contractor shall have not less than four ?4) years of satisfactory service at three or more municipal wastewater treatment facilities. A three (3) year Performance Bond in the full amount of the equipment cost, including installa- tion, must be submitted concurrent with the General Contractors bid for the project for those equipment manufacturers oot meeting the experience requirements. The Performance Bond shall be issued by the General Contractor to the Owner, The Performance Bond shall be issued by a corporation which is fully authorized to transact surety business in the State of Texas, The Bond shall remain in force for 36 months after the , 17 a ` 1 Owner has notified the Contractor that the equipment accepted. The Bond shall state that failure to cclyaaithetheully performance requirements shall result in payment to the Owner of the bond amount , If the equipment fails to meet specified performance criteria, the Contractor will at the Owner's option, replace the equip,ent or forfeit th3 Performance Bond." PLANS 1. Sheet AL-1:, Area Layout West: This sheet is for reference only, 21 Sheet AL-2: Area La out East: The two g Shown un er he road are 311 diameter ipe2instesdio# the 4g diameter indicated. 3. Sheet A -2: Area Laou_t_ East: Chlorination piping, meters and valves are o urn10e d and nsta led.in the Return Sludge Pump Stations at the North and South Plants. Req,jirements are shown on attached drawings Nos, i through 4, Piping shall be schedule 80 PVC pipe with threaded connections. Diaphragm valves shall be as manufactured by ITT Grinnell, Saunders, or approved equal, Valve bodies shall be PVC, Grinnell Figure No. 2451-3-R2, wier type and diaphragms shall be solid teflon, two piece construction , Valves shall have travel stops and indicating stems. Variable area meters shall be as manufactured by Nallace & T1semn, B-I-F Industries, or ap roved equ 1, Meteps sha~I have a range from 0-260 gpm, All piping shalt be attached to wa]ls and ceilings using "Unistrut". Elcen, or approved clamps, suitable for PVC pipe installations, and shall beaspacedein accordance with the recommendations of the PVC pipe manufacturer, 4. Sheet F-l; Fi er Alan; Change the 56'-0" dimension on the filter ppan v ew a ong a east wall to read 51'-1011 , 6• eat Filters R nforcln~ Dr For the Plan view of the nnec on Of Filt"e`r' P t~ o x a ng Piping" all dashed piping is existing and only solid ire piping is proposed, Bidde f shtl_11 acknowledge receipt of t is -A'- Mum 1 the sAace orol~ided on a Yro osal. C Freese and Nichols, Inca Consultingg Engineers Fort 4lorti~, TX 76102 January 1, 1982 ~4 R ;0; 13 e,:~.,: F NfC~f tQHSVITING ENQIH!!RS i I I I e~ p i 71.01, I ~,1~I f SOUM 2~CIt So/n Y line rhia s Conir&c f ~ WET WELL _J_~ 3~i11 11 P,CAN sov-.~S'r nr sc.Llp~a puM~ SrarlQh~ Yarla,b/e ,dry Meer. x r-2y,0iepHr~gn V044% ~1SoJn l ine .eVA AENTriN MAS BFFL USnlr R►t sas ` CIS So/n pp,y~, cIANUArPY 7 /9$g ~ddendur» Na. ! SNirEt 1Of4 -Ir W, 4W°S v -`.P } r( a. :yc -Ic 'G r:" t i . 777. d e Y TIP:, `FOES - C~I tlS co3ut!yIa Epa~1i Moot COU/H a// NO// Olonp for Ape Goeahoos. -2yCh So/n l~ipa M Av& r wE~i f- J-. Qr ems! aeNro/nI, rCXAs Eff'L u eAj r r L rvu PROJECY lvb.837► C/o $o/n piping Ad end urn A16, 1 198 $m5a*r 2 oR4 JANUARY 7 .r :.'1Y: ..x .:5 r ,<n ♦ .~c i x~a:,4is ;,a ww... .```,5.. ~iF~~ES~ ~ H~~H~tS>`CcNSUtiNO'ENa►~+slRS a ~ I r f I W~'T h/ TOP E'Lic I j Wlef 1tiMIl I ~ i I ,!'IS&# L~w 40 -----~-i I Chlor/ne Analyzer Through oovAx i +I l _ exist Ch lorM4 i 1I ~r P NCIs SoAi ~ ~ I~e~~~hr Leek / ~ I I - !Malt r~his Gbn~r~~ ~ 4 Pas/,edPor'lion do# M RZAN G/ne r„ dimles NoerH ensr me wow siuoss i I1~' .At R4ml* smroN CHwRwArav The F/oor In DEAMON, MOMS enocve"Nr f/c roR S pAtJecr No.a9 w C/t Solis A014g Addendum No. / tjAIV1VARr 7, /984? SNdFE7 3DW4 ~,~var R't eT7777' FoEES.d tICHOS • ' CONlVt11t10 ENGINElRf scikad~/e ao p~!c: r~adpd p%c~. ' ",Mefers+ ~ths, / G'GV7 trBC IJ "I~ia~ohrm9~ l~b~s lrl/is Conr/.-~o~1 6fri~ all_ E Wl' C¢ 6a,~ L/r/B &Prn NOW ~Q n►rnai~z To Eris lveC~,. ,pischsr~ 2 'C/s Soli L~ ~ ~ _ J ~TiS /Con ~rec~f Cbni c ~ A ew . ~r•~96. Aim r~ae>~s ~i~2''~'0~1ya~•-8,pv~ A/vdp MThl p Ave -Cc~h fret + r 1 lTh~s Cap rax><J DENWN, reXA s Ueivr *&14 mes JAIVUA,py 7, /962 G/Z caln pip;►?~ SN~r~dum Er 4 oAa 4J Tt, / S I,w l ~ < 1 J 1 S1Y K " ^P1 Yi ^ 1 ✓Y ~ f ' i { o n' R Y 4?'v ,~'L4 51 , a ww , d •X u a M ~~„!l1.1"t ,ll,~ , j ,~jNIA.tL Y CM'S S ~r` ~,,'V il'"f ♦v n y '.~q'•S 4 tQ y'J ✓ 1 ~~Y~ IY .G ~~5~ L},y y b•Y iw' i' ! ! ",Y y~M t vtiY „ L. ! h,L;.~ a..,. F.i,S ` K:. ,n t o I t i y. a ,City tof, DBhton y1 L s'tewaterw,;;Treatmen h1A~t-'"~pai►sfon ~f f 1 yf~f►`t ~ii tea ~ ~ Project No,- C•48.118041.~2 s Y City: project Nd. 891t 1 r. ~oF 'bu No,~. 2 tPECFFICATIONS , l~ `Item 206 YEffiuent Fflters: Manufacturer shd11 ~I proteFt on Tnn$4Ta} on a heat; tracing for dit, Mide freeze Vided with Fili:(,,s. Floor plate far filters,shali 4~ t. 4 ia?upro k . checkered plane 1>1'1tr:u df the 3/8" specified, rw , ~iInI f r a --22~.3`=-ri Q Y nd f~iPework, AddL the follawin ~ w....' 9 . "N. 'Pik fn'sulation All exposed pipe, 12-i smalTer► w cRTT be subject to, freotting, sht:11`rbe aratoctgd with inSulp`don. Insulation shall be 3" thick Fiberglass r _ ,F covering with universal &eeket,' fittings and valves, except MOM, ° shall,have Eagle Pitched "one coat",'~ement, finished ' with 8-ounce can-vase all intulated il otecte'd with sheet aiurr, n~im pipe sha11 ko weather'. . , tetrf OG Jc_ cu_e,~.,Filters%!it8 orence Addendum On N4 5 un or ecations. +Y design conditio6s for N q"-':, It to tie bas Foci a Mtraition rate of 2 qpM/Std grid Minfi Suspcticltio .!~ii,ta cf te la$ n g' 1TS$ toa¢fbg ` d~cirr m conterttrattan nt tal Y, .f,'. " 1. ~t♦ v. l , . 'r N0 IA! 4, General'.., tach n average c4nc l,entr trat.• 66 of 7L','tng11 /trend rfi nch'`y ntr4 toi^ ;submitting' bids for~'thtg pt,n,~evt'sha~p l~`'u e ith,hia sub(0t I'.with at)"Feq~`r~al'dnd tta'6t1'a letter nts" l~t.,w111 cqly rer' 31 z' ' IL " •Ptiiority B ines4 ~ht~rpr^t5as#ai therr~pgUlrement3ga515P ~i~ iedt3ty~ in the Congwart boc„n►ents, 4,•` 5. Jtem 112 it Miscptiaretius Metals" Para 1 SilT` 4ors51'ru'atcd`o C` edA 40 blatk's Ladders: Ladders' d b, Rent 68?. Nifr anc Cork ut 5 k, Add the f61lo*ing pars ra h• ELECTRICAL HtAT At) 7 t ° I r Electrical 'beat 'trai c .1 hd' ll b P e a ~ o . , xtrip of self,limfting,;~~ ~ pArallol circuit.Gonstruction consisting of a coritiriuoux,inner core df,cundlictive material betwec-n two parallel' Gann' wires, Weathe'rpeoof th r bus crrgrwist.Ats,l;htmelex Cak. No, l~"C~IFt shall be in~t.alled acco ding to (twoufacturer's reeoawNdations-' to supply pavtOr to t ;e,10119id'e circuits when tho' e66ient r~~ J teflgiera+,ure A) Is below 01F, Heating tape fpr installation on outduo'r pipinrt shall be Ctionelex Cat, No. BA7y1,'or `approves! eyuai." "tae Y.`r, R ~'t• TM:, 7~'7 7-7 ` LP 1~{h i K ?n l jiY'ik d. 1, y v~■ ~a 1 A ~ y .i r~l : b r,' 9d Or.• ~r"4 wn t~~~ ''i9 ~ 4 v ^ lulu 'r 1~4 1, A~. z ~ixlw ~I ~ 9S' ~1 i 1 1: *T r ~ ~ r s C kr t n l 7 i p r f $X' ~ PLMS heet.'l:-~k2c 'ElectrfcaI 1a oat, Add new concicjf't dnd wtre'~ n~d: '2. etwec0 n vlnstrumen (2'#12, lQ~ existingfpull box adjacent to Sample" PumpSNo;~ag{cktr No, 2 ? 6kd i~hpInge cal3wout'betweerr this ~iir4°>„'I of Filters to include 2 012. Wires AM nek; Pu11 boy; t north' ;~d Add & flexible Suspended (3'#12 conductor) cable Carriage (Tyypi frgm Junction box "to' cal Three 'Carriages), Amgrican,Wire i ' Cable shalt be e9UA1 to ~1 ing cfrCuits d$'retarmmendddlDy4cnanufabiurerda Carcneok heats{tree: a ;f a i 81 hf.,ia derv salt ~k~rawle ►'Q nsal', @t of::this a sum 1n tlT it.skac& ~•o 'idQd un treeSS a►~d Ntchols~ Jn0I consultlnq Eng'fn©trs ; Jail} W046~ TX 76102, ' y ~ ~2 ! M "V Itir"'. yFi s x 1. y, * 3 ~ t ~i 5s y.g 2 t a - 1 ~ ' 1 - . 1 i r- 4 ~'.x a ~ J ati" . 1 wi 1 r d':. ~ ~ '~7a1 F~.• th 9~ S~ y ~ f t ~1 ~ ~ t~~~~~ ~ F` IiEHO040UH: liar` etbrd' 'ti REFERENCE:, D4~~"toy p E1 TA Upktn ton,- Ef[luerit Filters A Projl' No. C-40.-1188-01-2 City Project No 89 '1 ON 81009 FROM: Elvin Copeland, 8ob Pence SUBJECT,. Bid Postponement Message Log DATE: January 12, 1982 Tho.City of p nton ,Texas ppdtponed the 61d openin. for. the above refZr enced project from January 1ki 196?. at= 2:00 P, M. d 2:00_P.N: due to hazardous %Wher. 'Freese:,end Nicholi,~aJnc1Aca~led aai11 prospectus bidders fo'r the pro,lect acid the tolloWing is the meessa8e -log: . Finn/Person Co---- ntac..rf Phone N ~,.,._.~._..r Ti;ne/Date Contacted x, James A: Godbe Co, 2U+22b-4]20' 9x 01 A, M.'11.12-82 Atten: Jia,itehaud 2 Bi't8 Contracting,' Int. 913-232;1245 9112 A:M./1-'2/82 Atten; Met Coven { ~3. C~ia~iatn~ :Trod LC9>~ti~. Co. $17.589-0921, ~ 9i 14 A. Mi. /1~ ~ F + Attn: ark1ck n 12.81: 5 , l3ryd~ C4n`5.~ci;;tOA'~lo.` 7i3~846 4j Att+~n:4e1Y,Tyfacke r a.27 9:18 A.11./x~12*82 5• 81 tkeY Cg'ltietr0ntion` 817.325.2b41 9:20 A, M./i•12~8~ Aten: Oick Blakney; 6, Psenelk Construction 8Ir•7l'3 64 4 9:22/1-1?/8Z: t WILL Not• SUeml $1b 1► . ,~+}ay-Mar' Corp. 81T'-481.2$13 9:24 A. M,/1.12•$2,:...; Atteh: 4lertha Hutchings e, Pow1 8uilder$ Atteq, Ray Tt.~mpson 2~4-243.0436 9;0~ A;Mil,/iy12-82 9. Awtin Brfd~e Co. ?I•b3ry-5100 9:13 A.N,°/1-12.82 Atten: Rey Kinsey 10. rexa! Olon ottsl~ Co, 21e•620~25?5 9:16 A. M,/1.12.82 dtte'n: Herold Htnos n~J .1 X ~ - + 5y' 4r ,r a , } s i 74 7 - MW Y r r. v r A p 11: Aid River Constr. Co. 2,14-980-4912 4:474 A.14 . 1.12.82 Atten: - Jim Smith 12. Gracon Const;-Co. 214-222-8533 9:56 A. M. %1-12-82 Atten: Jim Kern 13.. Loram Co's't., Inc, 214-647-2016 10:00 A.M./1-12-82 Atten:: Rrn Berrie 14. Contract builders 214-254.3126 10:02 AA/1-12-82 Atten: Patty. Payne 15. M. A Pinson Cont. Co. 817484.9802 10:20 AN./1-12.82 Atten:. Desiroe Rodgers 16. tole nSMithoi too rt; Co.. 214=465.0141 10:10;`A.HF11-12-82. Atto~ John Smithen 11. #ELCO 817-7y3-~971 10:12 A,M.I1-I2-92 Wen: EeeRoy Kunetke' 19. TXXN, Inc`. 214-346-1028 30:18 A,M.l1*12-82` ~Atton; PrestonPOrdue - { 19. Graf"Olden', Inc, 214-292-i7b9 30:22`~A.M.%1~1 -82 WLL NOT SUBFif~ B.1D I 20. Cerr4hers Co'st'.- Co.. 9i3-294.2361 14:,64 'A:~! /1• f I14 H41ItBiilrrQ . 2f. ~lec~c Cooper Coif#t,. 817=7734186 1 Q455 A.H.%liix•82 A ten:. Chvlet Thorp = The Above lietd comp hies were cghtacted tit the tip and date root rated, end given the Oispaga.that the Bid 0p hing wai changed to January 14 1982'at 2t00 04M. due to hazardous weather;~nd,ta a~knowlydge receipt of thit Message as Addendum`NO, 3 in the proposal. i h . ~tF y{• fa' L:4 Y H NOTICE TO BIDDERS Sealed Proposals addressed to Mr. John J. Marshall, Purchasing Agent of the City of Denton, Texas will be received at his office in the 14unici- pal Building until 2:00 PM -January 12~ - 1981 for the following: CONSTRUCTION OF A WASTEWATER TREATMENT PLANT EXPANSION - EFFLUENT FILTERS PROJECT NO. 8971 at which time and place the Proposals will be pLblicly opened and read aloud. Any bid received after closing time will be returned unopened. Copies of the Plans and Specifications are on file at the office of Director of Utilities, Municipal Building, Denton, Texas, and may be obtained from the Engineers, Freese and Nichols, Inc., 811 Lamar Street, Fort Worth, Texas 76102, Telephone (817) 336-1161, at the following cost, which will not be refunded: Full size Plans and Specifications 25.00 per set A cashier's check, certified check, or acceptable Bidder's Bond payable to the City of Denton, Texas, in an 'amount not less than five (5%) percent of the bid submitted must accompany each bid as a uaranLee that, if awarded the contract, the Bidder will, within ten 10) days of award of contract, enter into a contract and execute bonds on the forms provided in the Contract Documents. A performance bond and a payment bond, each in amount of not less than one hundred (100%) percent of the contract price, conditioned upon the faithful performance of the contracts, and upon payment of all persons supplying labor or furnishing materials, will be required. Any contract or contracts awarded under this Advertisement for Bids are expected to be funded in part by a grant from the United States Environ- mental Protection Agency. Neither the United States nor any of its departments, agencies, or employees is or will be a party to this Adver- tisement for Bids or any resulting contract from this project (C-48-1188). This procurement will be subject to regulations contained in 40 CFR 35.9360 35.938, and 35.939. NOTICE OF REQUIREMENT FOR MINORITY BUSINESS ENTERPRISE PARTICIPATION Each bidder must fully comply with the requirements, terms and conditions of the U.S. Environmental Protection Agency, Region 6 Minority Business Enterprise (148E) requirements, including the goals for minority business participation during the performance of this contract. The bidder commits itself to the~oals for minority business partici ation conta ne iere n an a of er rerequ rrmen `ts~terms any cond t ons o t ese con tons y subm tti ing a r b o er s'i n equ rements are conta ne n 40 CFR 35.936-7; e era_ a ls~er Vol. 439 No. 248, Tuesday, December 269 1978; (3) Appendix C-, an , Region 6 Policy and guidelines. A-1 This project (C-48-1188) is to be funded in part by a Federal Grant in accordance with the eligibility of the project under PL 92-500. In order to comply with the Specifications and Contract Requirements for this work, the Contractor must insure and/or comply with the "Equal Opportunity in Employment Requirements: Bidders on this work will be required to comply with the President's Executive Orders Number 11246 and Number 11375, which prohibit discrimination in employment regarding race, creed, color, sex, or national or- igin. The requirements for bidders and contractors under this order are explained in the specifications." INFORMITION REGARDING BUV AMERICAN PROVISION (a) The Buy 1nerican Provision of Public Law 95-217 (section 215 of Public Law 92-500 as amended) as implemented by EPA regulations and guidance, generally requires that preference be given to the use of domestic construction material in the performance of this contract. (b) Bids or proposals offering use of nondomestic construction material may be acceptable for award if the Regional Administrator waives the Buy American provision based upon those factors that are deemed relevant, including: (i) such use is not in the public interest, (ii) the cost is unreasonable; (iii) the available resources of the Agency are not sufficient-to implement the provision or (iv) the articles, materials, or supplies of the class or kind to be used or the articles, materials, or supplies from which they are manufac- tured are not miaed, produced, or manufactured, as the case may be, in the United States in sufficient and reasonably available com- mercial quantities and of a satisfactor project. The Regional Administrator may alsoiwaivertheeB yrtmeri- can provision if it is determined that application of this pro- vision is contrary to multilateral government procurement agree- ments. Such evidence as the EPA Reggional Administrator may deem relevant shall be furnished to justffy use of nondomestic con- struction material. Attention is called to the fact that there must be paid on this project not less than the general prevailing rate of wages for each classifi- cation of workman required on the project, as set forth in the contract documents. The City reserves the right to reject any or all bids and accept or reject any informalities. Unless all bids are rejected, award shall be made to the lowest responsive, responsible bidder. No bid may be with- drawn until the expiration of ninety(90) days from the date bids are opened. John J. Marshall, CPO Purchasing Agent ' City of Denton, Texas A-2 INFORMATION FOR BIDDERS 1. LOCATION AND PROJECT DESCRIPTION the work to be done under these contract documents consists of furnish- i and tools; ng all material, equipment and supplies; construction plant, equipment construction nofptheoWastewater lTreatmentsPlant ieffluent filters p at tDenton, Texas. The project includes three (3) effluent filters, piping, electrical, etc., as shown on the plans and specified herein. 2. TEXAS SALES TAX This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. The Contractor performing this contract may purchase, rent, or lease all materials, supplies, equipment used or consumed in the performance of This contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemptior certificate complying with State Comp- troller's ruling #95-0.07. Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to the provisions of the State Comptroller's ruling N95-D.09 as amended to be effective October 2, 1958. 3. ADDENDA Bidders desiring further information, or interpretation of the Plans or Specifications must make request for such information to the Engineer, prior to 46 hours before the bid opening. Answers to all such requests will be given in writing to all bidders, in Addendum fore, and all Addenda will be bound with, and made a part of, the Contract Documents. No other explanation or interpretation will be considered official or binding. Should a bidder find descrepancies in, or omissions from, the Plans, Specifications, or other Contract Documeats, or should he be in doubt as to their meaning, he should at once notify the Engineer in order that a written Addendum may be sent to all bidders. Any addenda issued prior to 24 hours of the opening of bids will be mailed or de- livered to each Contractor contemplating the submission of a proposal on this work. The proposal as submitted by the Contractor will be so constructed as to include any addenda if such are issued by the Engineer prior to 24 hours of the opening of bids. B-1 4. QUALIFICATION OF BIDDERS Bidders may be required to submit evidence that they have a practical knowledge of the particular work bid upon and that they have the finan- cial resources to complete the proposed work. In determining the bidder's qualifications, the following factors will be considered: Work previously completed by the bidder and whether the bidder (a) maintains a permanent place of business, (b) has adequate plant and equipment to do the work properly and expeditiously, (c) has the financial resources to meet all obligations incident to the work, and (d) has appropriate technical experience. Each bidder may be required to show that he has handled former work so that no just claims are pending against such work. No bid will be accepted from a bidder who is engaged on any work which would impair his ability to perform or finance this work. 5. ACCEPTANCE AND REJECTION OF BIDS The Owner reserves the right to accept the bid which, in its judgement, is the lowest bid received from a qualified bidder; to reject any or all bids; and to waive informalities in any bid. Bids received after the specified time of closing will be returned unopened. 6. BID SECURITY Each proposal must be accompanied by a Proposal Bond, Certified Check, or Cashier's Check in the amount of not less than five percent of the bid submitted, payable without recourse to the City of Denton, Texas. Such bid security shall be so conditioned that if ?.he Bidder is awarded the Contract and is unable or fails to furnish pt ti ,,mance and payment bonds and execute the Contract within ten days afte.- date of award, the security shall revert to the Owner as compensation for damages which the Owner suffers because of such failure by the Bidder. 7. BREAKDOWN OF LUMP SUM BID The bidder's attention is directed to the requirement in the Special Provisions that a breakdown of the lump sum bid item will be required to be submitted by the apparent successful bidder following the opening of the bids, but prior to award of the contract. B. EXECUTION OF CONTRACT The accepted Bidder, within fifteen (15) days after formal notice of award Will execute the Contract Agreement and furnish all required Bonds on the forms provided in the Contract Documents. 0.2 BID PROPOSAL Denton, Texas January _12 1982 PROPOSAL OF Gracon Construction Company, Inc. A Corporation organized and existing under the laws of the State of Texas a partnership consisting of the business name of an individual. TO: John J. Marshall Purchasing Agent Denton, Texas PROPOSAL FOR: WASTEWATER TREATMENT PLANT EXPANSION - EFFLUENT FILTERS PROJECT NO. 8971 The undersigned Bidder, pursuant to the foregoing Notice to Bidders, has carefully examined the Plans, Specifications and Contract Documents, and also the site of the work, and will provide all necessary labor, super- intendence, equipment, materials, services, and other facilities to com- plete all the work in accordance with the Contract Documents; and binds himself upon formal acceptance of his Proposal to execute the Contract and Bonds, according to the prescribed forms, for performing and com- pleting the said work within 360 calendar days after the date for com- mencing work, for the following prices, to-wit" Item No. Unit Description and Price in Words Amount 1 L.S. For construction a,id completion of the Effluent Filtr.rs at the Denton Wastewater Treatment Plant to in- clude three (3) filter units, piping, electrical, etc., complete in place and operational as shown on the plans and specified herein, the lump sum of Nine Hundred Three Thousand Five Hundred dnd No/100 Dollars $ 903,600.00 Item Unit Description and Price in Words Amount 2. Add.or Deduct for Variation from Contract Drawings. 2a. 25 G.Y. 3,000 psi Concrete, including excavation, forms, etc. complete in place Two Hundred and No 100 Dollars Per Cubic 'lard $200.00 $56000.00 2b. 20 C.Y. 1,500 psi Concrete, including excavation, form.,, etc. complete in place .Se.Yenfy~~iue_and..No!_L(tfl ~ _ Dollars _ _Per Cubic Yard 5 ]5.00 $1,500.00 2c. 3,000 Lbs, Reinforcinj Steel complete in place No Dollars and _ Forty Cents Per Pound $0.40 $10200.00 TOTAL BID (Items 1 6 2) $9111200.00 The undersigned agrees to substantially complete all work covered by this Proposal and these Contract Documents within the designated consecutive calendar days from, and including the day established for the start of the work as set forth in a !Notice to Proceed to be issued by the Owner or by the Engineer for the Owner. Except by mutual agreement of the Owner and the Contractor, the date established for the start of work will be not less than ten (10) days or not more th.3n thirty (30) days after the date of the Contract Agreement. The undersigned agrees to complete all work covered by ±.hese Contract Documents within 360 calendar days. Within Fifteen (15) days after format acciaptance of this Proposal by a Notice of Award of contract, the undersigned will execute the Contract Agreement and will furnish apf.roved surety bonds and such other bonds as required by the Contract Documents Yor the faithful perfonimnce of the Contract. In the event the Contract Agreement and bonds are not executed within the time above set forth, the attachod bid security in the amount of 5% of Amount Bid is to become the property of the Owner as liquidated damages for the delay and additional work caused thereby. The successful bidder must comply with the Presidents Executive Orders Nos. 11246 and 11375. Receipt is hereby acknowledged of the following addenda: Addendum No. 1 January 7 1932 Addene, No. 2 January 8, 1982 Addendum No. 3 January 12, 1982 Respectfully submitted, ATTESTED BY ©y Gracon Construction Co., Inc. "`--TRretary nt ame an Title) James G. Graves, President res s `r P.O. Box 766 _ Mesquite, TX 75149 (SEAL) IF Bidder Is a Corporation NOTE: Do not detach bid forms from other papers. Fill in with ink and sub- mit complete with attached papers. I prigchi P ' ' S a , r, : r} 1 a 6 1 M+ n w i; 1 A 1' Y ~ Y .`V y},, ~;rbf• F[' 1Qr it 1 ~ r Y - 4 F a7AI~J OEOA+pp./~YY1.4R, ~I.WKCCM t,! 4 C00)-6 °,jtx`A$- Ap 1 of StA on . (Rev. 10.12 40) AUS IN TEXA 78111 u„ . Project:, 40 Gentlemen. The DaVU6Bacon Act (40 CFR 3e 05-6)`req~iires a valid Department of LaDo`r 000 wage declsW be in the contrast"3pecifications before bids are opened and , effective on the date'of contract award. Wage decisions published in the Federal Registgr are non-expiring Modifications or supersedeas declsjQhs,published 10 flays prior to bid opening, must be include4 in the .contract sped Icatiohs.° - A s ecific '!pro act'. wage Decision inifiall lssued,by the, Depal~t a i~`Labor _Sha 1. beueffect ve 120 calendar days from doll. of issuan e. lio~~f~cattons`to "pro ect decisions must be included if received in TDWR 14 days prior to bid x. open ng. It is MANDATORY that'TPWR be kept advised of bid opining and award dates so we can inform you.of applicable rates. Inclusion nf the rates In' the specifications•may bd done by Adden04 which mist ;0-approved by the State Agency.' l1 l#i6~1 1, i dietely bpon to ,ipt t0 , 4 '4 a teduesteQ, Q X0 n z t e wa a t` me ii`;ddlltNi ~pgllic~atoASF ro erequi~rgd. •114 nEded, you . us sl~nit your:re s pltd:PVidenf" re4o l.n. ales fro+a°1akQr or contractor, o niaaiians arAoMvi oil contractPrs. rd ing:a H of contra. tQp L cati n'd't of"cor}qtr oi<I- W600 N s w.i., hid e.ch et ica i. n r . a and'`hum~r" ° ° $ s4 pp~pid ai: EeWItatek .V00 mot ape lfy' t je rlumber~,;,e~nd e . n f it a De~gisi ,tha +6U~ iph ate3 'tbbe added :to and;the; i~ Ad d Y~~ •.p04 raei~MVr 1~1i~1 rto.~~R C i(r aN .9 P4f14 i r ^iY.'..+ s y } r 4Yj-^~+ A~,encl`ding ('}13iico~ 1ei#1 4h} e~ ~ , ~r:.'[u{I Decision issuance MQdfib rio► is~ee ifwd of er Oa tes 7-7 e . . i y':q rA r ; { h'eiy,►0urs, r~ l osure h.. 4: s sn cd E Grantee x , EVA OfIfCo".bf tivil 410htir(MR) ~ I. ;~I' .1 U. 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CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF _ DENTON THIS AGREEMENT, made and entered into this day of__April _ .aUL A.D., 1982 , by and between _the City of Denton of the County of Denton and State of Texas, acting through its Mavor thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and Gracon Construction Company, Inc. - of the City of Mesquite , County of Dallas_ and State of Texas Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (OWNER), and under the conditions expressed in the bonds bearing even date herewith, the said Party of the Second Part (CONTRACTOR) hereby agrees with the said Party of the First Part (OWNER) to commence and complete the construction of certain improvements described as follows: WWTP Effluent Filters, Pro3ect 8971, EPA No. C-48-11B8 and all extra work in connection therewith, unC_r the terms an stated in the General Conditions of the Agreement; and at his (or their) own proper cost and expense to furnish all the materials, supplies, machinery, equip- ment, tools, superintendence, labor, insurance, and other accessories and services necessary to complete the said construction, in accordance with the conditions and prices stated in the 71'oposal attached hereto, and in accordance with all the General Conditions of the Agreement, the Special Conditions, the Notice to Bidders (Advertisement for Bids), Instructions . 1 10-15-71 .d to Bidders, and the Performance and Payment Bonds, all attached hereto, and in accordance with the plans, which includes all maps, plats, blue- prints, and other drawings and printed or written explanatory matter thereof, and the Specifications therefor, as prepared by FREESE AND NICHOLS: INC., herein entitled the ENGINEER, each of which has been ider.~i- fied by the CONTRACTOR and the ENGINEER, all of which are made a part hereof and collectively evidence and constitute the entire contract. The CONTRACTOR hereby agrees to commence work on or after the date established for the start of work as set forth in a written notice to continence work and to substantially complete all work within the time stated in the Proposal, subject to such extensions of time as are pro- vided by the Genera] and Special Conditions. The OWNER agrees to pay the CONTRACTOR in current funds the price or prices shown in the Proposal, which forms a part of this Con- tract, such payments to be subject to the General and Special Conditions of the Contract. IN WITNESS WHEREOF, the parties to these presents have executed this Agreement In the year and day first above written. ATTEST: c_ - City of Denton, Texas arty o t e rs art, Ir E B r Y a Richard 0. Steward , Mayor (SEAL) ATTEST: Gracon Construction Company, Inc. / Party of the 5econ Part, CONTRACTOR ';Y-lc4t'l~rt fc BY a d _Q T t e (SEAL) 2 10/22/73 PERFORMANCE BOND STATE OF TEXAS COUNTY OF ` DENTON~ ~ KNOW ALL MEN BY THESE PRESENTS: That Gracon_ Construction Comp_aa, Inc, of the City of Ne.59jj County of T Dallas--_- and State of _TC as PRINCIPAL, and United States Fidelity an~Guarantee_Company as SURETY, authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto the City o Denton, Texas as OWNER, in the penal sum of Nnes unded Eleven Thousand Two Hundred and NQ/LQO Dollars (S 911.200.00 ? for the payment whereof, the said Principal and Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally, by these presents: WHEREAS, the Principal has entered into acertain written contract l for the con- with the OWNER, dated the 30th day of APriL struction of 14WTP Effluent Filters Project 8971,-EPA No C-48-1188 which contract is hereby referred to and made a poet hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, the condition of this obligation is such, that if the said Principal shall faithfully perform said Contract and shall in all respects duly and faithfully observe and perform all and singular the cove- nants, conditions and agreements in and by said contract agreed and cove- nanted by the Principal to be observed and performed, and according to the true intent and meaning of said Contract and the Plans and Specifications hereto annexed, then this obligation shall be void: otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended 3 10-15-71 77. by acts of the 56th Legislature, Regular Session, 1959, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in _ Denton _ County, State of Texas. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereun.ar, or the plans, specifications, or drawings accompanying the same, shad in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alter- ation or addition to the terms of the contract, or to the work to be per- formed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 30th day of April , 19 82 , United States Fidelity and Gracon Construction Co., Inc. Guarantee Company -Principal Surety ~die Rio By AI,/ James G. Graves, Pres. Title _uIINl~w wig rit zR-C~,j XIS Address P.O. Box 756 Address i4fwrFrb, 7:;; UNITED STATES f I Mesquite, TX 75149 61H FLOOR MERC MET LE BA K eLpG.MY DALLAS. TEXAS 75201 (SEAL) (SEAL) The name and address of the Resident Agent of Surety is: (nZ~~ ~~1~~,~ c~ ij1~Gr 2~ rt i~~fJ /a/~1 ~t.~1/,7«ic'y~•c~1 - NOTE: Date of Bond must not be prior to date of Contract. 4 10-15-71 PAYMENT BOND STATE OF TEXAS COUNTY OF DENTON KNOW ALL MEN BY THESE PRESENTS: That_ _Gracon Construction Company, Inc. of the City of Mesquite County of Dallas and State of Texas as PRINCIPAL, and United States Fidelity and Guarantee Company , as SURETY, authorized under the laws of the State of Texas to act as surety on bonds for principals, ire held and firmly bound unto the City of Denton, Texas as OWNER, in the penal sum of Nine Hundred Eleven Thousand Two Hundred and No/100 Dollars 911,200.00 ) for the payment whereof, the said Principal an Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally, by these presents. WHEREAS, the Principal has entered into a certain written contract with the Owner, dated the30th day of April 19 82 , for the construction of WWTP Effluent Filters, Project 8971, EPA No. C-48-1188 , which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pair all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then this obligation shall be void; otherwise to remain in full force and effect-, PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended by acts of the 56th Legislature, Regular Session, 1959, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Denton County, State of Texas. 5 10-15-71 Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 30th day of _April 19 82 . United States Fidelity and Graco+T Construction Co., Inc. Guarantee Company -Buret PrTncTpal---------- - - Y By By i le James waves Pres. _ Title ENRY W• BURCH, III *"rntr iK rwcr Address P.O. Box 756 Address _ UNIIEO STATES FIDELITY AND GUARANTY CO, Mesquite, TX 75149 _ _ aCAr1T+LE BANK BLDG. DALLAS. TEXAS 7520 (SEAL) (SEAL) The name and address of the Resident Agent of Surety is: Note: Date of Bond must not be prior to date of Contract. 1 b 10-15-71 GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents, the following terms have the meanings indicated which are applicable to both the singular and plural thereof: Addendum (Addenda) - A supplement to the Contract Documents issued in writing prior to the receipt of bids. Agreement - The written Agreement between OWNER and CONTRACTOR covering the Work to be performed. Application for Payment - The form furnished by ENGINEER which is to be used by CONTRACTOR in requesting progress payments and which is to include the schedule of values required by paragraph 14.1 and an af- fidavit of CONTRACTOR that progress.payym~ents theretofore received on account of the Work have-been applied by.CONTRACTOR.to discharge.in full all of CONTRACTOR's obligations reflected in prior Applications for Payment and that all materials and work inciuded in the application for. payment' conform to the requireirknts'o€ the Contract Documents, Bid - The offer or proposal of the Bidder submitted+oh,the prescribed form setting forth the prices for the Work to. be per.formed.a Bidder - Any person, firm or corporation submitting a! Bid for, the Work., Bonds Bid, performance,' payment, maintenance bonds and other •Instru ments of 'security, furnished by CONTRACTOR-and his surety,in:accordance; with thb Contract/ Documents Calendar Day - A calendar day of twenty-four hours measured from mid- night to- the next midnight and is any day.of the week, no daysbeing excepted. , Contract•Amendment~ A written agreement signed by both parties altering the terms of the General Conditions and/or the Supplementary Conditions,; Change Order ► A`written order to CONTRACTOR signed by OWNER, authorizing an addition, deletion br revision in the Work, or an adjustment in the Contract Price or the Contract Time, issued after execution of the Agreement. Contract Documents • The Agreement, Addenda, Invitation for Bids, In- structions to Bidders, CONTRACTOR's Bid, the Bonds, the Notice of Award, these General Conditions, the Supplementary Conditions, the Specifi- cations, Drawings and Modifications. F&N-78 GC-1 Contract Price - The total moneys payable to CONTRACTOR under }-he Contract Documents. Contract Time - The number of days stated in the Agreement for the com- pletion of the Work, computed as provided in paragraph 17.2 CONTRACTOR - The person, firm or corporation with whom OWNEk has executed the Agreement. Drawings - The drawings which show the character and scope of the Work to be performed and which have been prepared or approved by ENGINEER and accepted by Owner and are referred to in the Contract Documents except shop drawings as required by the Contract Documents. ENGINEER - The person, firm or corporation named as such in the Agreement. Field Order - A written orler issued by ENGINEER which clarifies or interprets the Contract.D&..uments in accordance with paragraph 9.3 or orders minor'changet in the Work in accordance with paragraph 10.2, Modification'- (a) Contract Amendment; (b) Change Order; (c) Field Order. Notice of!Award - A written`notice by OWNER to`the apparent successful Bidder stating that upon compliancE-with the conditions precedent to be fulfilled by him within the time specified, OWNER will execute and deliver-the Agreement to him. Notice-to `Proceed'- A wrltten notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date'bn'which the Contract Time will commence to run and on which CONTRACTOR shall start to perform his.obli- gations under the Contract Documents. , OWNER - V public body or authority, corporation, association, partner-. ship, or individual for whom the Work is to be performed. Project o the-entire construction to be performed as provided in the Contract Documents. Resident Project'ROpresontative The authorized representative of ENGI- NEER who'is assigned to the Project site or any part thereof. Shop Drawings - All drawings, diagrams, illustrations, brochures, schedules and other data which are prepared by CONTRACTOR, a Subcontracter, manu- facturer, supplier or distributor and which illustrate the equipment, material or some portion of the Work. FAN-7B GC-2 Specific-Itions - Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards, procedures and workmanship as applied to the Work. SPA contractor - An individual, firm or corporation having a direct con- tract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. Substantial Completion - Certification by ENGINEER that the construction of the Project or a specified part thereof is sufficiently completed, in accordance with the Contract Documents, so that the Project or specified part can be utilized for the purposes for which it was in- tended pursuant to the provisions of Paragraph 14.7, 14.9; or if there be no such certification, the date when final payment is due in ac- cordance with Paragraph 14.12. Supplementary Conditions - A portion of the Contract Documents which modifies the General Conditions by making additions, clarifications and/or deletions. In cases of conflict between the Supplementary Conditions and the General Conditions, the Supplementary Conditions shall have precedence over the General Conditions. Work - Any'dgd.al1 obli•gatipn'j duties and,rgsponsibilit es necessary, , to tt~e succQSS;ful .completion of the Project :assigned to or underio en by CONTRACTOR unerf the Contract p4oomerlts., including all labor,. rnateria~ equipment and other Jnci,denials, Ono the furnishing thereof., Working bay,T:A day not including Saturdays, 5urdAYs or any. of. the following holidays: • New Year.,, Woshington's° Birthday; Memorial, Ray, Independence Day, Labor: Uay, Columbus pay.,, Veterans pay; Thanksgiving r Day ,and Christmas, pay, in which weather, or:Qther~conditions,,not,.under;. the control; of ;th9,,CONTRAQ0R, will • permit Fonstruction of the principal units o the work for a period of. not less than seven (1)hours between 7:00 A.M. and 6:00 P.M. ARTICLE 2 PRELIMINARY MATTERS Execution of Agreement: 2.1 The Agreement, Bonds and such other portions of the Contract Documents as may be. required will 4 executed and delivered by CON- TRACTOR to OWNER within fifteen (1,5) days after receipt of the Notice, of Award. The Owner shall dete mine the number of counterparts required. The OWNER will execute the counterparts. OWNER, CONTRACTOR and ENGINEER F&N-78 GC-3 shall each receive ;in executed counterpart of the Contract Documents and additional conformed copies as required. Delivery of Bonds: 2.2. When he delivers the executed Agreement to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as he may be required to furnish in accordance with paragraph 5.1 and 5.4. Copies of Documents: 2.3. OWNER shall furnish to CONTRACTOR up to ten (11) copies (unless otherwise provided in the Suoplementary Conditions) of thi Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of ,e- production. i Contractor's Pre-Start Representations: 2.4. CONTRACTOR represents 'that' he has familiarized himself with, and assumes full responsibility for having familiarized- himself with, the natUre and' extent of the Contract, DotutAehts' Work; local ity,'and with all- lbcal''conditions and, federal "state and °local IRWs, ordinances, rules ahd 'regulations' that~may in any manner 'affect performance of the: Work, and represents thht he has t0related his study and observations with the requirements of the Contract Documents. CONTRACTOR also represents that he has ''stu'didd all surVeys and investigation reports of subsurface and latent physical conditions,Yeferred to in the Contract Documents ` and will. make sucWadditiohal:surveys and inv3stigations as he deems necessary for- the perfo`rmance` of the. Work"at the Contract Price in accordance with the'requiren+ents of the'Cohtract Dot-ihients and that he has correlated the results`of al l"such data with' the- requirements of the Contract Documents. Commencement of Contract Time; Notice to Proceed: 2.5. The Contract Time will commence on, znd include,. the day following the date established in the Notice to Proceed Issued by Owner to Contractor. Starting the Protect: 2.6. CONTRACTOR shall start to perform his obligations under the Contract, Documents on the-date when the Contract Time commences to run. No Work shall be done at the site prior to the date on which the Contract Time commences to run. i F&N-78 GC-4 Before Starting Constructio.i: 2.7. Before undertaking the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. He shall at once report in writing to ENGINEER any conflict, error or discrepancy which he may discover. 2.8. Within ten (10) days after delivery of the executed Agree- ment by OWNER to CONTRACTOR, CONTRACTOR shall submit to ENGINEER for approval, an estimated progress schedule indicating the starting and completion dates of the various stages of the Work, and a preliminary schedule of Shop Drawing submissions. 2.9. When CONTRACTOR delivers the executed Agreements the CONTRACTOR shall furnish OWNER and ENGINEER certificates of insurance as required by Article 5. After delivery of the executed Agreement by OWNER to CONTRACTOR, but before starting the Work at the site, a conference will be held to review the above schedules, to establish procedures for handling Shop Drawings a0 other submissions and ter processing Applications for Payment, and to establish a working understanding between the-partles as to the Projett. 1resent at the conference will be OWN"R~or hi5.representative,JNGINEER; Resident Project Repretentatives ' CONTRACTOR and hit Superintendent ARTICLE 3 - CORRELATION, INTERPRETATION AND INTENT OF CONTRACT DOCUMENTS 3.1. It is the intent of the Specifications and Drawings to de scribe`a,complete-Project-to be tobstructed in accordance with tho Contract Dbcuinents. ~The: Contract Documents comprise ther,entlre Agree ment between OWNER and CONTRACTOR. They nay-be altered only`by a Modification. 3:2 The Contract Documents '.are complementary; what is called for by one is as1inding as=1t called for by all: If CONTRACTOR finds a conflict;=brror or:discrepancy in the Contract 00cuments,-he,shall call it+toiENGINEERis attention!In:writing at onto and before prof , ceeding with.the,Woek affected thereby. Any Work,that may reasonably be inferred from;the•Specificatiohs or Drawings as being required to produce the intended result shall,be supplied whether or not-:it.1s specifically called for. Work, materials 6r equipment described in words which so applied have a well-known technical or trade meaning shall be deemed to refer to such recognized standards. I, F&R-78 GC-5 ARTICLE 4 - AVAI_ABILITY GF LANDS: PHYSICAL CONDITIONS: REFERENCE POINTS Availability of Lands: 4.1. OWNER shall furnish, as indicated in the Contract documents and not later than, the date when needed by CONTRACTOR, or such later date as set forth in the Contract Documents, the lands upon which the Work is to be done, rights-of-way for access thereto, and such other lands which are designated for the use of CONTRACTOR. Easements for permanent structures or permanent chrnges in existing facilities will be obtained and paid for by OWNER, unless otherwise specified in the Contract Documents. If CONTRACTOR believes that any delay in OWNER's furnishing these lands or easements entitles him to an extension of the Contract Time, he may make o claim therefor as provided in Article 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. Physical Conditions - Surveys and Reports: 4.2. Reference is made-to the Supplementary Conditions for identi- ficati66iof those surveys and investigation reports of subsurface.and latent physical conditions at the' Project site or otherwise affecting . performance of the Work which have been relied upon by.ENGINEER in preparation of the Drawings and Specifications. The data is fo: general information and the OWNER and ENGINEER do not guarantee the accuracy. Unforseen Physical Conditions: 4.3. CONTRACTOR shall, within three i3) diyslafter:discovery, notify OWNER and ENGINEER in writing of any subsurface, or Iatent physical conditions at the site differing` ma:erially.from those indicated in the'Contract Documents. ENGINEER will investigate those conditions and advise OWNER in writing if further surveys or subsurface tests are necessary. Thereafter, Owner shall obtain the necessary additional surveys and-tests and furnish copies-to ENGINEER and CONTRACTOR. If ENGINEER finds that the results. of such 4urveyi or tests indicate that'there,are subsurface or latent physical conditions which differ-materially'froihithose ihtended'in the Contract Uocuments~ and which could not'reasonably have been anticipated or discovered by,CONTRACTOR through his efforts as represented pursuant to A::icle 2.4'of these General Conditions, a Change Order may be issued incorporating the necessary revisions.. Reference Points: 4 4. OWNER shall provide engineering surveys for construction to establish reference points which in his judgment are necessary to enable F&N-18 GC-6 CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for surveying and laying out the Work (unless otherwise provided in the Supplementary Conditions), and shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER. He shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations. CONTRACTOR shall replace and accurately relocate all reference points so lost, destroyed or moved. ARTICLE 5 - BONDS AND INSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish performance and payment Bonds as security for the faithful performance and payment of all his obligations under the Contract. DoCumcht5. These i3onds shall be in'amounts at least equal to the :Contract Price, and (e)ecept as atherwise provided in' the Supplementary Condic br.s} in such' forln' as set forth'in' the Contract Documents a'hd'with such Corporate sureties'as Are ticensed,to cnndvct, busi efts in ,the'atat'e Whcro the Project Is located ahd-06 `named in " tie ur'rek T ist 'of "S'ure'ty Coi 3panids ACce~ta,bl't' dn' fede'ral Bonds" a. S published .ir 14 Federal Regl% der-by the*dit` Staff Bureau' of'Actounts', U. S. Treasury Department. The performance bond and payment bond shall be extended to include the Correction Period set forth in Article 13.10. 5.2. If the surety on any Bond furnished by CONTRACTOR jIs "declared a bankrupt or becomes insolvent or its right to do Wsirloss`1s terminated in any Late wle re any part of tqe Project is located is revoked, CONTRACTOR shall aril 1f (5)dais thel°.eaf6Y sbbstitUte ;a`rJther Bobo ahd S' u,re , both'oy~ f w}llch'`'0011' be acceptable 'to'LOWNER, Contractor's Ih,suranee Requiremehts 5 3,: CONTRACTOR Shall' p,Urtha'se aril 6aintain'such #nturarEce as will protect him from claims under Wdtkn*n's'c*pehs'atidn laws'; disability benefit laws or other similar. employee benefit lawA; from clAilns.for damdges'beehUse of 'bodiV `fnjury'btdo aOo6hl''sl'ck0bss `br disease, or death of his' eln,l~yeq .91 i hd i~aints i.n`sueod by'usUhl, tpeso,'nal Injury l,iapII.Ity 04e~a;gd• from claims fdi-' daslage"s'bbcause 'of b`edily injury, sIcNess disease or death df'any son other' than' ft employees includi`do cla,lms -'insured ly uVdal personal injury 11ab1i,ity coVeeage; and front claims for injury to or do'steuctio" of tangible property, in- cluding loss of use resulting therefrom - any or all of which may arise out of or result from CONTRACTOR's operations under the Contract Documents, whether such operations be by himself or by any Subcontractor c,r anyone FAN-18 GC-7 directly qr, indirectly employed by any of them or for whose acts any of them maybe legally liable. This insurance shall include the,speoific coverage and be written for not less than any 1Imits:of Iiab111ty and maximum deductibles specified in the Supplementary Conditions or required by law, whichever is greater, shall include contractual liability insurance and shall include OWNER and ENGINEER as additional insured parties. The Contractor shall maintain such additional insurance as he may deem appropriate. With the execution of the Agreement, CONTRACTOR shall , file with OWNER and ENGINEER certificates of such insurance, acceptable to OWNER; these certificates shall contain a provision that the cover- age afforded under the policies will not be cancelled.or materially changed until at least fifteen (15) days' prior written notice has been given to OWNER and ENGINEER. Additional,Bonds and Insurance; J5A, ` Prior.,to;del,ivery ofl,the executed Aggreement. by OWNER to CON TRACMA' Q N~}t, lay; ,require COI PWTOR to furnish, ,such other Bonds and such as io4t insu'rAn e, j,n such form, and with such 'sureties or i syrers' as OWNER, may, re94ite4 . f ~ych .other $,grids ,6r,,sugh, Other inr~surance'ere specified by,y~r.itten instryctiQns give?~y prior,, to, opep~ng of Bids, ifhe premiu s Sh, 11; a pe by. Vol; NTVR.p0PR,f Sut, eg4ent;therotothey, shall be P414, WER,Wcepi; aherWi~e provide4;in, p4ragreph_6.11. C`•?.!~.` leEpp1-';~ Ott vk,l I:4~ "s, ~ t.:i 4•}.I -~!i _ +I: -`1}~ ~ E .i i-I ti ~.I i V ,'Lll~ 7'..'.. iii , !,I 4 ARTICLE 6.1- CONTRACTOR`S RESPONSIBILITIES 7 . SuPer,Y S1PP And wnrtnte encei . ! 1 !1 i t t r I }tl'~h"'~'1 of #c gntlY, r k v br a i g ~YdR„s at sgper Ud an, diree,t "64 *4 wfth his best sill an attention.; ° He • hal,l~ ~Qigly, rgspons g fqr,; . , the means, methods, techniques, sequences and plocedures of cons ruction and safet-,& at the site. CONTRACTOR shall pp,:~ ¢,,121y; rp4ponsible -to ,see:, ; that the ,linished Work complies accurately with he Contract Documents. CONTRA4jgg,, fppjNj~~R a[~d.,U~jh~R ir~terid .thAt,.Pp TDAC.TOR shdli be, an independent contr~,ctorAlldtnbtr ,tF gS8~4 ,Pf,l P1PYpP;Ai;•eit a ,b~'AR Pr ~,KG1~E~R,,t: ~.i i To ! it s-1 rr~ 3 t f, r f r I ~ 1 ¢urfA 5.2. ~.S ,keep, .At ft~leap, Pf'oje5~,,AI Is, 4t.,4 1, t1 ;-j, C , he1~ its pprogress e , t} , w,d .,4rttetpmPs,tPnt re51.0 it 4peri P t;lwho de c ,+i.l itt n ,01 o~R, ind ~ G Nqd'g'g k.expep~ , not rePiA o4l+ine. tq~ under' ~xtp9r,ina~ry cirpum . Ges~ 1'e, uP@"ir~ e a RRt rliti,•4a C IN1Affitl s represe_ tati.YP) At ~ hQrsuY rintPBt nn ~~f io: . of COIiA,~O~r iL• 1} I`A1c~4 s gfvan,tto It!lis 1 Pe F!f I4P I t be as, i,P in9 ;1f gierl tQaXO•. F&N-78 GC-8 Labor, Materials and Equipment: 6.3, CONTRACTOR shall provide competent, suitably qualified person- nel to survey and lay out the Work and perform construction as required by the Contract Documents. He shall at all times maintain good disci- pline and order at the site. 6.4. CONTRACTOR shall furnish all materials, equipment, labor, transportation, construction equipment and machinery, tools, ap- pliances, fuel, power, light, heat, telephone, water and sanitary facilities and all other facilities and incidentals necessary for the execution, testing, initial operation and completion of the Work.. 6.5. All materials and equipment which is to be incorporated into the Project shall be new, except as otherwise provided in the Contract Documents. If required by ENGINEERS CONTRACTOR shall furnish satisfactory evidence as to the kind and quality of materials and equip- ment. f 6.6.-All materials and equipment shall be applied; installed, connedted erected, used,'cleaned and conditioned.in accordance with the iriW(J tio6$;Iof the-applicable manufacturer; fabricator or pro cg§sort"j' exoept'eis otharrlise`~Mvidod 6 the Cdntract Documents. The C6H RAC OR shall fur'nish'the"OWNER with four 4) sets d Vall operating fi6t rut lons''maintenake'~&rUals 'and pa'rt's,list'for all mechanical and eleotH ch equfpffi6At°furnish,d for the projects S44sti~dtb, Mattilais bra f ufoment.' a f.r F, fit :f.~ ) .5 t j i' 11 6,.7 If thd'Speeificat;ons, la'w,'ordinante or applicable rules. or regulations permit CONTRACTOR to<fur`nish-or~ute'a,substitute:that: . Is equal too any material qr equipment specified, and if CONTRACTOR wishes,tO fVrnlshI14d, r'usti'c pr`oposed'substitute,~ha shalli prior to ; the odhfer`ih a ,"fde 'by par'agrdph M make writtmapplIcation to ENGINEER ~or'appro0al'of Su& Udubstitute certifying In writing that the proposed substitute will perform adequately the: functions ^alled for by the general design be similar aid of equal substance to that'ipocif U& and be suited 6 -the tale Ve and~capdblo df per forming the same fun6tion1c AhatIspecIflid1 and identifying'all 1vari- ations of the preouzed substiute from that specified and indlcating1 available maintenance service. No substitute shall be ordered or in- stal I ed without the written approval of ENGINEER who will,be the ,iudge~ of equality and, many require CONTRACTOR to furnish such other data aboui'Jhe`'ftapostd''S,ubstitute as he considers:pe0timent.1' No substitute shall be &6bd4ae installed Hithodt such'performande gdarantee and- bonds it'OWNER','m4y r04fl re Which shall be,futhished at CONTRACT04's expense. FAN-78 GC-9 !a Concerning Subcontractors: 6.8. CONTRACTOR shall not employ any Subcontractor or other person or organization (includin those who are to furnish the principal items of materials or equipment?, whether initially or as a substitute, against whom OWNER may have reasonable objection. Acceptance of any Subcontractor, other person or organization by OWNER shall not constitute a waiver of any right of OWNER to reject defective Work or Work riot in conformance with the Contract Documents. If OWNER after due investigation has reasonable objection to any Subcontractor, other person or organization proposed by CONTRACTOR; CONTRACTOR shall submit an acceptable substitute. CONTRACTOR shall not be required to employ any Subcontractor, other person or organization against whom he has reasonable objection, CONTRACTOR shall not without the consent of OWNER make any substitution for any Subcontractor, other person or organization who has been accepted by OWNER. 6.9. CONTRACTOR shall be fully responsible for all acts and omis- sions of his Subcontractors and of persons and organizations directly or indirectly !employed by them ahd of persons and organizationa,for whose acts any. of them may be liable tolthe same extent that.he.is responsible for the acts and omissions of persons,directly,eiiployed;by:him „ HQthing in the Contract Documents shall mate any;contrac',ual r.ellptllonsfjo be tween OWNER orrENGINEER and any Subcontractor..or_othw person or_or nization having a direct contract with,CQNTRACTORO,nor:shall it;create eny,.o iigation on the part of OWNER or ENGINEER Ao pay. or'to,see to the payanent of any. moneys due any Subcontractor or other person or organization, except as may otherwise be required by law. OWNER or ENGINECR may,furpishit any Subcontractor or other person or organization, to the extent practicable, evidence•of:amounts &at,d to CONTP,ACTOR,w account of.speciflc;Work done in accordance. with a schedule:of values, s,.. ,t-~. ~ 6.10.-)Jhe€divisions and.sections:of>the,~pgcifications .rid #he . , identifications of:any Drawings shall not lm. trol,CONTRACTQR In dlv,tding the Work among-Subcontractors or;delineating the Work .to be performeO,,; by any specific trade. 6.11 CONTRACTOR agrees to hind specifically every Subcontragtor ! to the -applidableitermsand tonditions A he Contract,Dc4uments for the benefiUdf OWNER,: 4 Patent Fees and Royalties o., ;1 :.F) :j ]•.i i !l1 !:4 '.f1., if 1 6;1201CONTRACTOR sha'il pay all. license,fees.and,royalties end.assuTe all costs :incident to the use An ,the, performance of, the;Wor,k 46d the:, E completed:Praiect;of any invention, design, process,:p o.duCt or 00vice . which is the subject of patent rights or copyrights he d by others. M-78 GC-10 ! 77 CONTRACTOR shall indemnify and hold harmless OWNER and tNGlkttR and anyone directly or indirectly employed by eithpr.of them from and against all claims, damages, losses and expenses (including attorneys' fees) arising out of any infringement of patent rights or copyrights incident to the use in the performer€ce of the Work or resulting from the incorporation in the Work of any in;lention, design, process, product or device and shall defend all such 0 aims in connection with any alleged infringement of such rights. 6.13. CONTRACTOR shall obtain and pay for all construction permits and licenses and shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of his Bid, OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all public utility charges. Laws and Regulations: 6.14. CONTRACTOR she 1 ive,a11 E tices. and comply with a )l laws, ordinances; ru 4s',an`I;rsg11411 apps abl. to the Woft' (f CONTRACTOR obse~;e$" thet h S of c t bf~S.pr Dung are 'at yariante #lre'rewlth, he shall give€ Ek IN " ~rr~itt~h' ~1o,irite theie' i ,and „y o refs ry changes shall be ad3usted'by art i'0H prixte hodit'idatid61. lit tOTRA~TOR performs any Work Contrary to.,SUC..Iaw;, ordinances, rules apd ~eg~ljl4tiors, j and withqut 5pch pOtieeJ6 fNGINF(R, he sF~411 be r X11 tb3ts 41^ ding ' therefrtim, Taxes ly; Lq f0~' hbi~ a ' ~t sale's ` thd sumer Otfiei'.ki,n tar; taxe. E p: €,bY. hi ' 1 n atrrr'ar~an `e w~ th h E la~'of t'the 1aC wheir i,¢ T tb' be1erf'6` ed , i Use of Proiso;,. € +r 1 Of16. COITtt~CTp sha11.'c nfihe is equipment, the stod e'o I 66tep,ia13 and e4uf 1 t the b~Eratio s'of,'h `ioricten to ateas permitted' by law, brdin me permit; b~' >.he 1¢q01;e 'efts of~ h 'cdotratt;Dotu4ttS, and shall not unreasonably encumber the premise! Wi h'Mteriali; er `e`4~,iplne4. 6.17. CONTRACTOR shall not load nor permit any part of any strut tuet ' to De,l,aadg wit} lei htgg that will, ndanger the structure, nor shall he sbb~eCt~ n .?1'r, b .Itf~6 llor'~C to'i ressp3'br'pre3suf'ea that y~111 po."ger it* Record Dr wigs: i 1 t . „ 6.18. CONTRACTOR shall keep one record copy of all Specifications, Drawings, Addenda, Modifications, and Shop Drawings at the site in good F&N-78 GC-11. order and annotated-to show all, changes made during the construction process, These shall be available to ENGINEER and shall be delivered. to him for OWNER upon completion of the Project, Safety and Protection: 6.19. CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. He l and shall providetheanecessary cprotectionctotprevent for dathe safety mage, injury or loss to: 6.19.1, all employees on the Project site and other persons who may be affected thereby, 6.19.2. all the Work and all materials or equipment to be incorporated therein, whether in storage on or off the site, and 641 other property at the site prtiW acent thereto, swns, , wal". pave- incltding, 4ut,~ot limited to t•,,tr ,es shrub 1 srgjrts,,tt'oad+~Ys, str~iCtures apd 411tig l~Ot.designated for refnVal,' ; re,ocatl, ,or replacement in the,cour P ¢f Cbnstructl CO?i7RA66'~ iholll` comply, Witt) 411 i oppl.iGd61e iiow$.~rd• n pGe"s, rules,`. regulations and orders of any public bddy having jurisdiction for the safety of persons or property or to protect them from damage, injury or toss. He shall erect and maintain, as required by the conditions and progress of the Work, all necessary safeguards for its safety and p~otegtion„ kje ,shall,,notify.,gwners.of, 044c•gAt Vtiiit .gs when prose;u~ion o the 'rk KY' -affgc ,l:h~nn._ ~11•d a e1nj 1'y¢ 6r- loss-. Proper y ' In Paragr 'ph 6.9.2 or 111 3 c diF,e t~Y 4 i die' }lye , , referee to 1 In whole or in part, by CONTRACTOR, any Subcbn rW'' or anyone dir tly or indirectly employed by any of them or anyone for whose acts CTOR'S of them may be liable, shall be remedied by CONTRACTOR. C anti s,}nd resPQO ~billties! for the mle~Y and p V s all cq.ntioVo ,4! 1. su h' J !me a ,all , he CORIP1. gd tnd tHG I~ER has isf, ¢4i~• q 4~;3tg' WH k.4ndf,C6~IT CT 10;aCcord nc9 kw1th.Pfra haph 14, h t W9r ,s ~ccept~le, Em@rgencles:.~; : ; ~ , 1 „ , a~,, . ,f . ,,2 o` ~r emer cr►Cyy'a fedting `the,gafbgg'ty14f;Pgg',,~"s¢s or,IprQpert,Y~.., aC ,r the AMMTC M sha elrl at h s dl5eretion, t prevent threatened damage, injuryy or loss. Any additional compensation or extension of time dContractor on 11 emergenc 1 FaN-78 •C-12 Shop Drawings and Samples: 6.21, After checking and verifyin all field measurements, CONTRACTOR shall submit to ENGINEER for approval in accordance with the accepted schedule of Shop Drawing submissions see paragraph 2.8) five copies (or at ENGINEER 's option, one reproducible copy) of all Shop Drawings, which shall have been checked by and stamped with the approval of MURACTOR and identified as ENGINEER may require. The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, materials of construction and the like to enable ENGINEER to review the information as required. 6.22, CONTRACTOR shall also submit to ENGINEER for approval with such promptness as to cause no delay in Work, all samples required by the Contract Documents. All samples will have been checked by and stamped with the approval of CONTRACTOR, identified clearly as to material, manu- facturer,.Any pertinent catalog numbers and the use for which intended,., 6.23. At the time'of each submission,'CONTRACTOR shalt in writing call ENGINEER's attention to any deviations that the Shop DraWings,or sample may have from the requirements of the Contract Documents. 6.24. NG N~ER'w ll,r view and apprQye with reasonab e'pprompthe3s Shop Drdwingsland simple yt his .review 4nd:approyal `sha 1 be onl for confgrmanceL;with ,the les.ign concept of the Pro, ect and for Compp lance with the informationgiyen:in,t~he Contract gocuments+ The approval„of a sePara 4; item as ch.4,I)jnQ~r ndic4ta dppEovsl of,the asg,gmbl iq, which the.A.tom,#unG, qns iXONYRA f6g shail.makg a o Corrections required.. by ENGINEER :and.,,shal,l Froturh the yequGd number of corracte co ies. of Shop Drawings ah re.sUbmi,t ngw,s4mples;un i appoyed+ C NTR CTOR, shall:;direQt,sp ciflc.at en i.~n ;wO.Ing to.revis~ans other th q;the corrections, cal.gd for,,by.E.G,HE R on previous,su m scions C N MCTOR's stamp, o,f.approval.on.a hop Drawjng;or,.sample shall coniiitu e,a repre, sentation.to OWNER and~HOINE'ER that CONTRAC3 R has either det rmined and verified all quantities, dimensions; field construct Ioncr teria, materials,, catalog numbers, and,simjl r,data;gr he assumes full responsibility for doing,so end that,,,has,reVigw 3 or pordina,teQ each Shop Drawing, or sample wi.~h the.recq r`men,ts O;f.t a Vigjk> 6n,d the Contract Documen s..},., 6.25; . 1ihQre a $F op Qr ng or, samep]] submission is regyired y , the j5pecificatio6s no rsQlated Work shell be Commenced:untll the submissiOh has been approved 6y ;E,N. !KEE A,~~`o`p,yy of 'each apprgYed.Shopp,,Drawing' and each approved sample'sh'a 1.b~-;kept iri.gg"god order by CONTRACTQR a.t the site and shall tie available to ENGINECR. FAN-78 GC-1 6.26. ENGINEER's approval of Shop Drawings or samples shall not relieve CONTRACTOR from his responsibility for any deviations from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to such deviation at the time of submission and ENGINEER has given written approval to the specific deviation, nor shall any approval by ENGINEER relieve CONTRACTOR from responsibility for errors or ommissions in the Shop Drawings. Cleaning: 6.27. CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work, and at the c.c,rt+•ppletion of the Work he shall remove all waste materials, rubbish and debris from and about the preiises as well as all tools, construction equipment and machinery, and surplus materials, and shall leave the'site clean and ready for `occupancy by OWNER. CONTRACTOR shall restate to their original condition those portions of the site not designated for alteration by the Contract Documents. Indemn!ficatibni' 6.2§. CONTRACTOR steal. indemni% Ind hold harmless OWNER and ENGINEEk'hrrd'tho r'`ag4hts aLd pldye s froa dh 'a0dinst a1``c1'aims, damage s `losses' 16d'ext,eci5e5~i cludtng, but"not limited to,'attofteys' fees 'ai71i in ouf bf ;or r sul tin tram' any`'acir; Qrnisslon or defect 'connected ~fortiranc c.f `fie' l'for rorii¢edhair ~ach'claitt,`daMage with the ig i loss oWex~e~hse ~~al Is lattributabl ;to' 0'di y ;iri ur'y,` $'ickness 'disease or dddth'; 00 t¢ h dry tb or= 4estr ctidh of tah'gible' property Jdtherr than t W41`I~.1t3e i' in6luding '•thi dtt' 'of di ''r 'sultiAgg therefrom and {bis' ~ GSeq ih'rhQ1'o`ar''irypar b 'airy c Ad~tibn preaiisbs, or r~e,i tai 11 ar t or ~tnl4 iori Of CUNIRA TOEI, '4A j'sdSEantr~ac r,'anyOf~e i directl,~` r' 1ridir6-b'tI no, 6yy d by any 6#ehh ~r anyone ~o whose acts~'i Of thern'miy be liabi , regahdless`,df +h'a000 or nVt1s caused in part'riegJfge'htly dr' othe`rti~1 a `by 'a 0br`ty inddm'iified hereunder. 5.26.' Li`ainy and all'CJaim5'dgainWMER oK ENGINEER'or any of the 0,eiit5'`oh.e ILo~, S 6y a~ „erh lo, ee'of'CURI'RACfdR' 'Any`'-b' ' coi. toh6•.~ydn`e' irec ly b i r"ec ly bmpuyed-by~a"riy of therh 6r i anyone for,wh ,e act any of th~'rrr. ayy be liable, the indemnification oblig tfi5n i1r1Ra>~ yi;ap1r 21 oe"bi ` i f ed' ih Any 'gay by' a'ny 1 mit~tio ~6'thg amount or 'ty d o f dartag $1, ,glrip, hsatien or bdnefits'' ' payabl rby; f'i~.Jge,. CONtf~ OR r'any, Sq~o.ntraclor'uhQer'workmen's com. pensat 6n a t9,' disabili'ty'b'enefl,t rlt3; or otls r amp oyes beriefit`aotS. F&N-78 `dC-14 ARTICLE 1,- WORK BY OTHERS I.I. OWNER may perform additional work related to the Project by himself, or he mdy,let other direct contracts. CONTRACTOR shall afford the other contractors who are parties to such direct contracts (or OWNER, if he is performing the additional work himself), reasonable opportunity for the introduction and storage of materials and equip- ment and the execution of work, and shall properly connect and co- ordinate his Work with theirs. 7.2. If any part of CONTRACTOR's Work depends for proper execution or result upon the work of any such other contractor (or OWNER), CONTRACTOR shalt inspect and promptly report to ENGINEER in writing any defects or deficiencies in such work that render it un- suitable for such proper execution and result. His failure so to report shall constitute an acceptance of the other work as fit and proper for the relationship of his Work except, as to defects and deficiencies which may appear in the other work after the execution of his Work. 7.3. CONTRACTOR shall do all cutting, fitting and patching of his Word thpt.m Y p rewl,re~. to m kip, t$ several parts, cgme, together properly'ati~ t"e&iiv .off', e r 6 spth other work. CONTRACTO9 A, 01t'04 ,Ond to ers, o r I"Yk¢ „ ,i Orly Futo to n a 9tcar „ eating or gt#rerwi o, ale , , g ei 1 thatr r rk ith.'t a Wr tten co, eht.of Cil~~i'k:apdiof t 'g'. tn~r, tbn tractors Whidse wark'wi11 be affected. 7.4. If the performance of additional work by other contra W rs or OWNER is not noted in the Contract Documents prior to the execution to 'tha A neW{jppt~ ngtadie, thipre f, 4hi 1 pe, 9ivgp . to CONTRACTOR. prior.. ARTICLE 8 (~1 N 1OPQNSiB, I#t $ 8t . QWNERfishall.iss4e.oll commvplc0iiQns t¢ (QfiiUACTbR through, ENGINEEV, E, 8.2. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer against whom CONTRACZQR,g4kes po,unreapq-•; able objection, whose status under the Contract D6cuments shall be that of pointrt1enth sh~l~be su,~f e~t'Ptj~~rl?~~~g pu,~q:~n'fgnr~eCt!on;with. sucir ap- .tRt 4 'J0 nish ~hq;d4ia;rg4Ulr'0 Pf him on der the Con r t o urh$n g~ prr?mp,kly„aQd shal l ma e; pay a lts. to ~ONtRACTOR prompt~y after t ey are due as provided n paragraphs 14.4 and 14.12. F&N-78 GC-15 r. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1.and 4.4. Pardggraph,4.2 refers. to OWHER's'identifying and making available to CONTRACTOR copies of surveys and investigation. . reports of subsurface and latent physical conditions at the site or other- wise affecting performance of the Work which have been relied upon by ENGINEER in preparing the Drawings and Specifications. 8,5. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.2. 8.6. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.8 and 15.1. Paragraph 15.2 deals with OWNEk's right to terminate services of CONTRACTOR under certain circumstances ARTICLE 9 ENGINEER'S STATUS DURING CONSTRUCTION Owner's Representative: 9.1 'liC)NER wi l l be. OFINR' S' rep`r s ,htdti Vie, durl ngg the' consthuctloh period unless the 0W1t~ 6ise' t CANT Ok pt othher ;Ai~ angetnee~itt The duties And esp4h`i60 ities Od t e., im t5tioirs bif but brit 4f ENGINEER as OWNER's,r0resehta 3 duH hgg e0~ t u tioh'are 3~~t'forth in ~Pticles 1 through l-l'of these General Cbnditto~s 'and shall npt bp'exterded without written consent of OWNER and ENGINEER. Visits E. o O: arito'hi~nse f 9.2. the' EgWEER Will make' V generally with the progress and qualiisittysof' t¢ ththee,WCite' t. orkf dhd'`to'determine' ' In general if the Work is proceeding in accordance with the Contract Documents. On the basis of his on-site obsgryation as an EN,fJNEER, he will keep the OWNER informed of the progeett'of 1h.6 Work 'and will endeavor to u rd,i:be, WNER a ainst.defects and.deficiencie in the Work gg r gg , of the CO~ITRAC~OR:''Th''ENd HfER'wi11'hd't be required"to'ma a exhaustive or continuous on-site inspections to check the quality or quantity of the Work "21 `,"+I(3 r i ClarificatibYl~' o-~roretat'i¢nt:" 9.3 . ENS XeEk' w1 l l issue !Wi th' red'3ghk~I a 'from'Ojoes~' such hh`i tte6 clarifications or interpretations of thb, tr'A t Do umeets (in he form of Drawings or,gtherwise) as he may deterrmine necessar,y,,yhtch shalt be consistent'iitk+ ¢r'rea oA b1yy''inferabl jto' the ¢~ere111 intent of the Contract odculttnts f O~lTIRACTOfi a ieves that, w.itteh clar!Iicatlbn FAN-78 GC-16 . and interpretation entitles him to an increase in the Contract Price`, he may make a claim therefor as provided in Article 11. Rejecting Defective Work:. 9.4: ENGINEER will have authority to disapprove or reject Work which is "defective" Waich term is hereinafter used to describe Work that is unsatisfactory. faulty or defectives or does not conform to the requirements of the Contract Documents or does not meet the requirements of the Contract Documents or does not meet the requirements of any in- spection, test or approval referred to in paragraph 13.2 or has been damaged prior to approval of final payment). lie will also have authority to require special inspection or testing of the Work as pprovided in para- graph 13.7. whether or not the Work is fabricated, installed or copipleted. Shop Drawings, Change Orders and Payments; 9.5, FIn connection with ENGI,NEER's responsibility for Shop ;Drawiriga ; and samples, see, paragraphs;;b.21 thrqugh ,6.,26, inclusi!1e., 9.6. In connection with ENGINEER's responsibility for Change Orders; " see Articles 10, 11 and 12. 9.7r I.n connections, with.ENGINEF,R';s responsibilities in respect of Applications for: Paymnts;et,q.. see.Articlle 14. Resident Pr4,leCt. kipreSentat; * ; 9.8. If `,QWm l;R EGsiHIE agree,,,ECiGfN,~R1i11,.i'yrnisF~ R@;dent Froject Representative and assistants td assist ENGINEIR'tn`carrying out his responsibilites at the site. The duties, responsibilities and Iimitations,of 4uthority of, any SuC,h,Re$ident Project Representative and assistants, shall, be„as,set frr`_th ln,the Supplemental COfi4,ltions.. Decisions on., D ,sagre"nts, ii " r ttG1~l , ,R wt 1,1 ke; the n orpr$ Rr 4qf . tt r@qu remen j ai: the y Contract (}ocuments and the jud~eo NGINEperwiI cc ~hs 0063gtieSt etoW~'ts capacity as interpreter and ju ge to insvraifOthf4j, perforpAnr,@,by,,p ;:QWh~~R and CONTWTORo , ,ERGINC R will not sh9W.part a,),it'y„Jo; i her,. n 'will n6t,6e 1lable.fb~" tho,r4 u t, I 4ry oC~,¢ec si.9q r@,CI er d )A" )6 f4.ith. .Cl„ims, d1S uteS of any i,nterpr t t and o Rer matters reiating to the execution 'and progress'bf t e'Woli or the interpretation of or performance under the Contract Dd'mients F&N-78 GC-17 shall be referred to ENGINEER for decision, which he will render in writing within a reasonable time, 9.10. Either OWNER or CONTRACTOR may demand arbitration with respect to any such claim, dispute or other matter that has been re- ferred to ENGINEER, except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15, such arbitration to be in accordance with Article 16. However, no demand for arbitration of any such claim, dispute or other matter shall be made until the earlier of (a) the date on which ENGINEER has rendered his decision. or (b) the tenth (14th) day after the parties have presented their evioence,to ENGINEER if he has not rendered his written 'decision before that date. No demand for arbitration shall be made later than thirty (30) days after the date on which ENGINEER rendered his written decision its respect of the claim, dispute or other matter as to which arbitration is `sought, and the failure to demand arbitration within said thirty (30) days' period shall result in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR. If ENGINEER renders e , l decision a ter arbitration proceedings, have been initiated, such decision may 'b14d'as Wdorcd,but `shall not su'persede'the arbitration proceedings, except wh'ere'the'"decisiolh "is 'a'cceptable to-the parties concerne . Limitations on ENGINEER's Responsibilities: 9.11.' 4th`~r ENofrIEER'.s''a~rthority 'to act`u6der this Article 9'° or elsewhere in the Contract OocuMents 'no'r -any 'decitio►1'madd by him ! In good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of ENGINEER'to CONTRACTOR, any ~ub4, tra tar anyatrerialm~n, fabricatgr, suppler or any of their, ag r irS~.,~r a ]dyes Y. ray dther perfgfi p6if'q in I~ any bf Ethel Work. Cit rte[..}~Ftl r. } i~. . 9.12. N. t ti~'11l rich be respo sibl' fo'r'' cONTRdCTOR's nie'AsM methods,'tec~n us, sequences or ;roc' durses oi''conftri,ctioti, arlthe safety precautions and programs incident thereto, aqd he will not be responsible for CONTRACTOR 's failure to perform the work'iA'aecordancp' with t C tr t 00, ymgr~ts, The ENGINEER shall have,no responsibility %p]1pg}~q~ ~I +ii1JFy$'f~ttb`n tq''se t}h t` the 01 RACYOR's snfetrlt1 a~l'u`f1111 d F i,~ f Iillf $ i Ili I} ; ' ~ J•r gGIN~t' 4111 not" Ue rsspo~sible`far'tfie'~c~s o#~`oniiSSions'° Of., QNTP11CT~~I oil an~~ u c ntkriaC;ttd4';''0 `Any" of his' on their' "agents or dhp~dy'ee ~ a~n~y ath r peEsor4s at' hp sf40'6r`dtherii46' L% foMO any of tfiq'4~pr d1~ I {.I =a(li 1 =.1 ~I 'y f i. I}C I~j I FAIN-1b GC-18 ARTICLE 10 - CHANGES IN THE WORK 10.1. Without invalidating the Agreement, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work; these will be authorized by Change Orders. Upon receipt of a Change Order, CONTRACTOR shall proceed with the Work involved. All such Work shall be executed under the applicable conditions of the Contract Documents. If any Change Order causes an increase or de- crease in the Contract Price or rn extension or shortening of the Contract Time, an equitable adjustment will be made as provided in Article 11 or Article 12 on the basis of a claim made by either party. 10.2. ENGINEER may authorize minor changes or alterations in the Work not involving extra cost or contract time and not incon- sistent with the overall intent of the Contract Documents. These may ! be accomplished by a Field Order. If CONTRACTOR believes that any minor change or alteration authorized by ENGINEER entitles him to an increase in the Contr ct Price or Contract Time, he shall not proceed with the work'aId 3ha~1 in'writing`advise the ENGINEER and request a Change Order. 10.3.`'Additib6al Work' peeformed by CONTRACTOR Without author- ization *df a' Ch6h'ge"brderwill' hot entitleihim to'claim an increase in the Contract'prite°'Wih exteAfibn,of the'Contract Time; except in the case'bf"dn,em&196Ac 'as praVided in'paragraph 6.20 and except as provided in "paragraph 1 .7. 10.4,.,QWNE~, after.Gonsiderati n and approval, may execute ap- propriatet a~gg'e Orders' 'Y~epared'by'EhGINtER cbVering'changes in the ' Work to be erformed 'O3 zvided'in paragraph 4', 3, and Work performed j in an emergodC~ rbvi ed in~a ragra h b,2O'and any tither claim of CONTRACTOR `for ~ h n e' iji the'CoAtrac Time"br' thh Contract Price which is app'WeJ ` y ENGINEER. ' ARTICLE 11 - CHANGE OF CONTRACT PRICE 11A the,tontract Price ebnstitutes the total compensation pay.. able to CONTRACTOR for p'e`rforlning'the Work.' 1.11 duties; retpohsi• bilities and obligations assigned to or undertaken by CONTRACTOR shall be at his expense without change in the Contract Price. 11.2. The Contract Price may only be changed by a Change Order. Any claim t'bi?' ' iAC ite In 'the' Contract Price shalt be based on written notice 41190 to I+N nd ENGINEER within ten (10 days of the ' occurrence, of the eVddtr. rt ig' Hi'e' td-the: claim.' Notice'of the awUnt of the d1h* with i6ppo Ihg data' ',hall be delivered within thihty (30) days of such occurrence unless ENGINEER allows an additional FAN-78 W. period of time to ascertain accurate cost data. All c %lms for ad- , justments in the Contract Price shall be determined by ENGINEER if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. 11.3. The value of any Work covered by a Change Order or of any claim for an increase or decrease in the Contract Price shall be de- termined in one of the following ways; 11.3.1. Where the Work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the items involved, unless actual quantities differ from bid quantities by twenty (20X) percent. Revised con- sideration will be given to that portion in excess of the twenty (20%) percent difference subject to mutual acceptance of a revised unit price, 11.3:2 By mutual acceptance of a lump sum, 11,.3.3 •On the basis of.the actual,cost direct ly,relateo. to the Work plus a Contractor's Fee for overhead and profit in., the amount of fifteen (15X) percent. The actual cost shall be limited to: ,labor, ,lncludin9 foramen; materials, entering, perma- nently~into-the; work; thoiownershipj9r rental,Cost;of Sonstruction.., plant and equipment during the,time of.u,sq,oh,t,hi oxtrp;work power; and, consumable sypplles,for the opgratlon of:power .equfp, ment; insurance; and social security and Old age and uncmplpy- ment contributions. 11.4. €The amount~~,~f, credit tos4e allowed,by tOHTRACT' to P'+~,NE~ for any such, changeiwhich•(esu)ts•;in a,4et oecrgase 1,6 cos, will bb the amount)of the actual net ;decroose wh 0,de4reesQ,.sNi11 ~nclpde ; a CONTRACTORisrFee, for.overhead,end pro•fi,tin•,ttheta*unt offlfteen , (15X) percent. When both additions and credits are .inv.9lvpd ,in an't' , one change, the CONTRACTOR's fee of fifteen (15X) percent shall be figured on the basis of the net increase, if any. 11.5. Whenever the cost of any Work is toEbe determined pursuant to paragraph 11 .3, CONTRACTOR Hill,submlt:in.form, prescribed.by EIIGINtEP. an itemized cost breakdown;together,with supporting;deta, ; ARTICLE 12 - CHANGE OF THE CONTRACT TIME i liar . j " , 1; The Contract Time, may,only,be changed by a. Change Order. Any claim for! err extension in thq, Contract Time shall be based'on written, notice Ielivcred to•(}WNER,and,EHC1NEER,within ten (18) ddys.of the occurrence of, the event giving rise to tha claim, _Notlcp, pf the, ext~rit ' fbN-78 GC.,20, .I of the claim with supporting data shall be delivered within thirty (30) days of such occurrence unless ENGINEER allows an additional period of time to ascertain more accurate data, All claims for adjustment in the Contract Time shall be determined by ENGINEER If OWNER and CON- TRACTOR cannot otherwise agree. Any change in the Contract Time re- sulting from any such claim shall be incorporated in a Change Order. 12.2. The Contract Time will be extended in an amount equal to time lost due to delays beyond the control of CONTRACTOR if he makes a claim therefor as provided in paragraph 12.1. Such delays shall include, but not be restricted to, acts or neglect by any separate contractor employed by OWNER, fires, floods, labor disputes, epidemics, or acts of God other than weather conditions. No time extensions will be allowed for weather conditions for Project using calendar days for the Contract Time. 12,3 The CONTRACTOR agrees that time is of the essence of this contract, and that for each day of delay beyond the number of days hereih agreed upon for the completion of the work herein specified and contracted for (after due allowance of such extension of time as is provided for in Article 12) the OWNER may withhold permanently from the CONTRACTOR's total compensation, the amount per day set forth in Supplementary Conditions, not as a penalty, but as liquidated damages and for added expense for engineering services, etc. ARTICLE 13 - WARRANTY AND GUARANTEE: TESTS AND INSPECTIONS: CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK Warranty and Guarantee: 13.1. CONTRACTOR Warrants and guarantees to OWNER and ENGINEER that all materials and equipment will be new unless otherwise specified and that all }ork will be of good quality and free from faults or defects and in 'accordance 'with the requirements of the Contract Documents and of any i6spection5, tests or approvals referred to in paragrapph 13.2. All unsatisfactory Work','all faulty or 'defective Work, and all Work not conforming to' the Nequirements of the Contract Documents at the time of p~ceptahce''thefeof or of such inspections, tests or approvals, shall he cohsidered defective. Prompt notice of all defects shall . be given to CONTRACTOR, All defective Work, whether or not in place, may be rejected, corrected or accepted as provided in this Article 13. Tests and Inspections: 13,2, If the Contract Documents, laws, ordinances, rules, regu- lations or orders of any public authority having Jurisdiction require FAN-78 GC-21 any Work to specifically be inspected, tested, or approved by some public body, CONTRACTOR shall assume full responsibility therefor, pay all costs in connection therewith and furnish ENGINEER the required certificates of inspection, testing or approval. All other inspections, tests and approvals required by the Contract Documents shall be per- formed by organizations selected by OWNER and the costs thereof shall be borne by OWNER uoless otherwise specified. 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all inspections, tests or approvals. If any such Work required so to be inspected, tested or approved is covered without written approval of ENGINEER, it must, if requested by ENGINEER, be uncovered for obser,ation, and such uncovering shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of his intention to cover such Work and ENGINEER has not acted with reasonable promptness in response to such notice. 13.4. Neither observations by ENGINEER nor inspections, tests or approvals by persons other than CONTRACTOR shall relieve CONTRACTOR frum his obligations to perform the work in accordance with the requirements of the Contract Documents. Access to Work: 13.5. ENGINEER and his representatives and other representatives of OWNER will at reasonable times have access to the Work. CONTRACTOR shall provida proper and safe facilities for such access and observation of tha Work and also for any inspection or testing thereof by others. Uncovering Work: 13.6. If any Work is covered contrary to the written request of ENGINEER$I must, if requested by EN~INFER, be,uncovered„for ENGINEER's observation and replaced at CONTRACTOR's expense 13.7. If any Work has been ;oyered which ENGINEER has not speci- fically requested to observe prior to its, being covered, or if ENGINEER considers it necessary or advisable that covered, Work be inspected or tested,'CONTRACTOR, at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or. testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found ,that such Work is defective, CONTRACTOR shall bear all the expenses.ofsuch un- covering, exposure, observation, inspection and testing and of satis- factory reconstruction, including compensation for additional professional, services, and an appropriate deductive Change Order shall be issued. If, however, such Work is not found to, be defective, CONTRACTOR shall F&N-18 ,GC-22 be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruccion if he makes a claim therefor as provided in Articles 11 and '12. Owner May Stop the Work: 13.8. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workmen or suitable materials or equipment, or fails to conform to the progress schedule required by Paragraph 14.1, or if CONTRACTOR faits to make prompt payments to Subcontractors or for labor, materials or equipment, OWNER may order CONTRACTOR to stop the Work, or aoy portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR or any other party. Correction or Removal of Uefective Work: 13.4. If required by ENGINEER prior to ap roval of final payment, CONTRACTOR shall promptly, without cost to OWNER and as specified by ENGINEER, either correct any defective Work, whether or not fabricated, installed or completed, or if the Work has been rejected by ENGINEER, remove it from the site and replace it with nondefective Work. If CONTRACTOR does not correct such defective Work or remove and replace such rejected Work within a reasonable time, all as specified in a written notice from ENGINEER, OWNER may have the deficiency corrected or the rejected Work removed and replaced. All direct or indirect costs of such correction or removal and replacement, including compen- sation for additional professional services, shall be paid by CONTRACTOR, and an appropriate deductive Change Order shall be issued, CONTRACTOR shall also bear the expenses of making good all Work of others destroyed or damaged by his correction, removal or replacement of his defective Work. One Year Correction Period; 13.10. If, after the 'approval of final payment and prior to the expiration of one year'thereafter'or such longer period of time as may be prestribed by law'or by'the terms of any applicable special guarantee required by the Contract Documents, any Work is found to be defective; CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWO R's written instructions, either correct such defective Work, or, if it has been rejected by OWNER, remove it from the site and replace it with nondefective Work, If CONTRACTOR does not promptly comply with the terms of such inst~~uctions, OWNER may have the defective Work corrected or the rejected Work removed and F&N-18 GC-23 replaced, and all direct and indirect costs of such removal and re- placement, including compensation for additional professional services, shall be paid by CONTRACTOR. Acceptance of Defective Work: 13.11. If, instead of requiring correction or removal and replace- ment of defective Work, OWNER prefers to accept it, he may do so. In such case, if acceptance occurs prior to approval of final payment, a Change Order shall be issued incorporating the necessary revisions in the Contract Documents, including appropriate reduction in the Con- tract Price; or, if the acceptance occurs after approval of final pay- ment, an appropriate amount shall be paid by CONTRACT02 to OWNER. Neglected Work by Contractor: 13.12. If CONTRACTOR should fail to prosecute the Work in accordance with the Contract Documents, Including any requirements of the progress schedule, OWNER, after seven (7) days' written notice to CONTRACTOR may, without prejudice to any other remedy he may have, make good such deficiencies and the cost thereof (including compensation for additional professional services) shall be charged against CONTRACTOR in which case a. Change Order shall be issued incorporating the necessary revisions in the Contract Documents including an appropriate: reduction in the Contract Price. If the payments then or thereafter due CONTRACTOR are not sufficient to cover such amount, CONTRACTOR shall pay the dif- ference to OWNER. ARTICLE 14 PAYMENTS AND COMPLETION Schedules: 14.1. At least ten (10) days prior to submitting the first Appli- cation for a progress payment, CONTRACTOR shall submit a p, gross schedule, a final schedule of Shop Drawing submission and a schedule of valises of the Work, These schedules shall be satisfactory in form and sub- stance to ENGINEER. The schedule of values shall include quantities and unit prices aggregating the Contract Prices and shall subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Upon approval of the schedules of values by ENGINEER, It shall be incorporated into the form of. Application for Payment furnished by ENGINEEk. Application for Progress Payment: 14.2. At least ten (10) days before each progress payment falls due (hut not more often than once a month), CONTRACTOR shall submit to F&N-78 GC-24 ENGINEER for review an Application for Payment on a form supplied by the OWNER filled out and certified by CONTRACTOR covering the Work completed as of the date of the Application. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site, the Application for Payment shall also be accompanied by such data as required by OWNER. Each subsequent Appli- cation for Payment shall also include an affidavit of CONTRACTOR stating that all previous progress payments received on account of the Work have been applied to discharge in full all of CONTRACTOR's obligations reflected in prior Applications for Payment. The CONTRACTOR shall certify oo each Application for Payment that the Work performed to date complies with the Contract Documents. Contractor's Warranty of Title. 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER at the time of payment free and clear of all liens, claims security interests and encumb- rances (hereinafter in these General Conditions referred to as "Liens"). Approval of Payments; 14.4.. ENGINEER will, within ten 00 days after receipt of each Application for Payment, either indicate in writing his approval of payment and present the Application to OWNER, or return the Application to CONTRACTOR indicating, in writing his reasons, for refusing to approve payment. In the latter case, ,CONTRACTOR may make the necessary corrections and resubmit the Application. OWNER shall, within ten (10) days of prasentatinn to him of the approved Application for, Payment, pay CONTRACTOR the amount approved by ENGINEER less ten (10%) percent of the amo,,,tt thereof which shall be retained until Final Payment and less all other sums that may be retained.by he OWNER as set forth in the Contract Documents. 14.5. ENGINEER's approval of any payment requested in an Application for Payment will constitute a representation by him to OWNER, based on, ENGINEER's on-site observations of the Work in progress as an experienced and qualified design professional and on his review of the Application for Payment dnd the accompanying data and schedules that the Work has progressed to the point indicated; that, to the best of his knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents~(subjeot to an evaluation of t", Work as a fu,nctioni.ng Project upon. SUbstantial,Completion, to the results of any subsequent tests,called for in the Contract Documents and any qualifications stated in his approval), and that CONTRACTOR is entitled to payment of the amount approved. However, by approving any such payment ENGINEER will not thereby F&N-78 GC-25 . be deemed to have represented that he made exhaustive or continuous on- site inspections to check the quality or the quantity of the Work, or that he :,as reviewed the means, methods, techniques, sequences, and pro- cedures of construction, or that he has made any examination to ascertain how or for what purpose CONTRACTOR has used the moneys paid or to be paid to him on account of the Contract Price, or that title to any Work, materials or equipment has passed to OWNER free and clear of any Liens. 14.6. ENGINEER may refuse to approve the whole or any part of any payment if, in his opinion, it would be incorrect to make such representations to OWNER. He may also refuse to approve any such payment, or because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously approved, to such extent as may be necessary in his opinion to protect OWNER from loss because: 14.6.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.6.2. claims or Liens have been filed or there is reason- able cause to believe such may be filed, 14.6.3. the Contract Price has been reduced because of Modifications, I 14.6.4. OWNER has been required to correct defective Work i)r complete the Work in accordance with paragraph 13.11, or ' 14.6.5. of unsatisfactory prosecution of the Work, including failure to furnish acceptable submittals or to clean up. 14.6,6. reasonable indication that the 'Work will not be completed' wi thi`n' ,thq Contract Time, 14.6.1. reasonable doubt that the Work can be completed for the unpaid balance of the Contract Price. Substantial Completion: 14.7:' Prior to final payment' fONTRACTOR may, in writing v, OWNER and ENGINt.R,'certify that the entire Project is Substantially complete and request that ENGINEER issue 'a certificate of Substantial Completion. Within ,a"easonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Projedt'to determine'thd Status of corn'pletion. If ENGINE. does not considee,the Pr'vject,substantially'complete, he will, notify COlitRACTOR in writihc~ giving his reasons therefor. If ENGINEER considers the Project substantially cordplete, he will prepare and deliver FSN-78 GC-26 to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion and the responsibilities between OWNER and CONTRACTOR for maintenance, heat and utilities. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment, and the certificate shall fix the time within which such items shall be completed or corrected, said time to be within the Contract Time. OWNER shall have seven (7) days after receipt of the tentative certificate during which he may make written objection to ENGINEER as to any provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes that the Project is not substantially complete, he will within fourteen (14) days after submission of the tentative certificate to OWNER notify CONTRACTOR In writing, stating his reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the PROJECT substantially complete, he will within said fourteen (14) days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as he believes justified after consideration of any objections from OWNER. The failure of the ENGINEER to include any items on such tentative list of items to be completed does not alter the responsibility of the CONTRACTOR to complete all Work in accordance with the Contract Documents. 14.8. OWNER shall have the right to exclude CONTRACTOR from the Projec` after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization: 14.9. Prior, to 4inal paym nt, OWNER may request CONTRACTOR in writing to permit him to Use a specified part of the Project which he believes he may use without significant interference with construction of the other parts of the Project. If.CONTRACTOR agrees, he will certify to OWNER and ENGINEER that said part of the Project is substantially com- pletR and request ENGINEER to issue a certificate of Substantial Completion, for that part of the Project. Within a reasonable time thereafter OWNER, CONTRACTOR and ENGINEER shall make an inspection of that part of the Project to determine its status of completion. If ENGINEER does not consider that it is substantially complete, he will notify OWNER and CONTRACTOR in writing giving his reasons therefor. If ENGINEER considers that part of the Project to be substantially complete, hq will execute and deliver to OWNER and CONTRACTOR a certificate to that effect, fining the date of Substantial completion as to that part of the Project# at- taching thereto a tentative list of items to be completed or corrected before final payment and fixing the responsibility between OWNER and F&N-78 GC-27 . CONTRACTOR for maintenance, heat and utilities as to that part of the Project. OWNER shall have the right to exclude CONTRACTOR from any part of the Project which ENGINEER has so certified to be substantially com- plete, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Final Inspection: 14.10. Upon written notice from CONTRACTOR that the Project is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to remedy such deficiencies. Final Application for Payment: 14.11. After CONTRACTOR has completed all such corrections to the satisfacticn of ENGINEER and delivered all maintenance and operating instructions, 'schedules, guarantee,, Bonds, certificates of Inspection and other documents - all as required by the Contract Documents, he may make application for final payment following the procedure for progress payments. The final A plication for Payment shall be accompanied by such data'and s'chedul'e~ 6t' OWNER may reasonably require, together with comp4te''and legally effective`eeleases or waivers (satisfactory to OWNER) of all Liens aH sing olit of the Contract Documents and the labor and services performed and the material and equipment furnished thereunder. In lieu thereof and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full; an affidavit of CONTRACTOR that the releases and receipts include all labor, services, material and equipment for which a'I.ieri could be filed,' and that all payrolls,!- material and equipment bills, arld 'other indebtedness connected With the Work for. which OWNER or his pro`ert might in any way be responsible, have been paid or otherwise satisfied; avid cons'ent~ of the Surety-, if a~y, to final payment. If any Subcontractor; materialman,' fabricator or supplier fails to furnish a release'or receipt 'in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify him against any Lien. Approval 'of Final Payment: 14.12. If, on the basis of his observation and review of the Work during C`onstructtoh, his'final- inspection and his review of the final inspection and his review 'of the final Application for Payment = all as required by'the'Co'ntract Documents; ENGINEER is satisfied that the Work has been completed and CONTRACTOR has fulfilled all of his obligations F&N-78 GC-28 - , under the Contract Documents, he will, within ten (10) days after receipt of the final Application for Payment, indicate in writing his approval of payment and present the Application to OWNER for payment. There- upon ENGINEER will give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, he will return the Application to CONTRACTOR, indicating in writing his reasons for refusing to approve final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. OWNER shall, within ten (10) days of presentation to him of an approved final Application for Payment, pay CONTRACTOR the amount approved by ENGINEER. 14.13. If after Substantial Completion of the Work final com- pletion thereof is materially delayed through no fault of CONTRACTOR, and ENGINEER so confirms, OWNER, upon certification by ENGINEER, and without terminating the Agreement, may make payment of the balance due for that portion of the Work fully completed and accepted. If the, remaining balance for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and If Bonds have been furnished as required in pparagraph 5.1, the written consent of the Surety to the payment of the balance due for that portion of the Work fully comppleted and accepted shall be submitted by the CONTRACTOR to the-ENGINEER prior to certification of such, payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Contractor's Continuing:Obligatlon, ,14.14.: CONTRACTOR'S obligation to perikrm the Work and complete the Project in accordance with the'Contract Documents shall be absolute. Neither approval of any proggress or final payment by ENGINEER, nor the issuance of a certificate of Substantial Completion, nbr any pay- ment by OWNER to CONTRACTOR under the Contract Documents, nor any use or. occupancy of, the Protect or any part thereof by OWNER, nor any act of acceptance by OWNER nor any failure to do so, nor any correction of defective work by OWNER shall constitute an acceptance of Work not in accordance with the Contract bocuments, Waiver of Claims 14.15, The making and acceptance of final payment shall consti- tute a waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. F6N-78 GC-29 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION Owner May Suspend Work: 15.1. OWNER may, at any time and without cause, suspend the Work or any portion thereof °.-r a period of not more than ninety (90) days by notice in writing to l9NTRACTOR and ENGINEER which shall fix the date on which Work shall be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR may be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to any suspension if he makes a claim therefor as provided in Articles Il and 12. Owner May Terminate: 15.2. If CONTRACTOR is adjudged as bankrupt or insolvent, or if he makes a general assignment for the benefit of his creditors, or if a trustee or receiver is appointed for CONTRACTOR or for any of his property, or if he files a petition to take advantage of any debtor's act, or to reoryanixe under the bankruptcyy or similar laws, or if he repeatedly fail; to supply sufficient skilled workmen or suit. able materials or equipMi:nto or if he 'repeotedly fails to make' prompt payments to Supcontractors or for labor, materials or equipment or if he di~reggArds la,xs',,cvdinances,'r`ules' rejOlations or orders of any public body'hbving jurisdiction or If he disre aids the authority, of ENGINEER, or if he otherwise violates any, provision of the Contract Documents, then OWNER may, without prejudice to any other right or remedy and after giving CONTRACTOR and his Surety seven (1) days' written notice, terminate the services of CONTRACTOR And'take possessSon of the Proj St a94 of all mat rials aquippmmeat, tools, construction equipment and mac~t spry ,he qon burped by UNTRAl OR 'A N 'finish the Work by whatever method h%`may eem expedieht. In too h ~as'kONTkACTOR shall'not be entitlec'.to reteiv¢ apy further 0ilyT6t'u6ti1-thi Work is'fih.ishedi If the unpaid bal4nce Of thA Contrct t~r~e ekceeds the'direct and indirect costs of cbmpleting the Prq'Ject, i6cIudi'A corrbehsation for additional 'profe;siohal sehvicet, such'exsgs§ tha11 be paid to CONTRACTOR. If such.c'osts " eed SUch unpaid bolen4e, CO~i RACTOR'shall pay the ' difference to W ER, 5uch'costs ihdurred by WNER shall be determined by ENGINEER and incorporated in a Change Order. 15.3. Where CONTRACTOR's services have been so te.ri.An.~id by OWNER, said terminations shall not affect any rights of OWN~'R against CONTRACTOk then existing or whith'A , th0e4fter accrue. Air retention or payment of moneys by OWN0 due C N1RACTOR will not're7ease CONTRACTOR from liability. F&N-18 ;GC730 ' 15.4. Upon seven (7) days' written notice to CONTRACTOR and ENGI- .N[ER, OWNER may, without cause and without prejudice to any other right or remedy, elect to abandon the Project and terminate the Agreement. In such case, CONTRACTOR shall be paid for all Work executed and any expense sustained plus a reasonable profit. Contractor May Stop Work or Terminate: 15.5. If, through no act or fault of CONTRACTOR, the Work is suspended for a p.eriod of more than ninety (90) days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty (30) days after it is submitted, or OWNER fails to pay CONTRACTOR any sum approved by ENGINEER or awarded by arbitrators within thirty (30) days of its approval and presentation, then CONTRACTOR may, upon seven (1) days' written notice to OWNER and ENGINEER, terminate the Agreement and recover from OWNER payment for all Work executed and any expense sustained plus a reason- able profit. In addition and in lieu of terminating the Agreement, if ENGINEER, has failed to act on an Application for Payment or OWNER has failed to make any payment as aforesaid, CONTRACTOR may upon seven (7) days',;btice to UWN,R and ENGINEER stop the WorK until he has been paid all amounts then due. ARTICLE 16 ARBITRATION 16.1 All claims, disputes and other matters in question arising out of, or relating to, this Agreement or the breach thereof except for claims which have been waiv d by the makingg or acceptance of final payment as proyided by`paragr'ap; 4415 shall be submitted to arbitra- tion at hp`ri4g6 t of`eithee Oar,y'to'tho di putpi, The parties may agree up >ti pn~`arbitthere shat be'threa, one named in writing by each ppart , nd`the third chosen by the two arbitert so selected; oe if the arbiters'fail to select a'third 'within ten (10) days, he shall be chosen by a District Judge sLrving the County in which the major portion of the Project is located, unless otherwise specified. Should the party demanding arbitration fail to name an arbiter,within ten (10) days of the demand, his right to arbitrate shall 110 '0`, nd the d W6'n `of a ENGINEER shall' fina a d bindlf on him., YhQQuld'the of 0 arty fail to,chooce an a~i,er'with n ten g (10) days, ,tF,e iNM NEE sh~11 a pbirlt Such'arbitee. Should either party refuse or 'neglk t to'sNpnthe,dr~iter's,with any papers or In- formation demanded in writing, Tie ai-hite?s'are ehlpoweted by both' parties to take,ex pare,pro,eedings. The arbiters shall act with promptnfSa, the.decis ¢n Q':,'ahy two shall be binding on both partie. to the contract. The dec.~ioA of tha arbiter's upon any question sub- mitted to arbitration under this contract shall be a condition FV4-18 GC-31 precedent to any right of legal action. 7he decision of the arbiter or arhiters may be filed in court to carry it into efftAt. The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sustained, such sums as they deem proper for the time, expense and trouble -incident to the appeal, and If the appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The arbiters shall fix their own compensation, unless otherwise provided by agreement, and shall assess the cost and charges of the arbitration upon either or both parties. The award of the arbiters must be made in writing. 16.2. CONTRACTOR will carry on the Work and maintain the progress schedule during any arbitration proceedings, unless otherwise agreed by him and OWNER in vriting. ARTICLE 17 - MISCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Contract Documents regqOres the giving of written notice it shall be deemed to have been validly given if delivered in person to tiie individual or to a member of the firni or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage pre- paid, to the last busir,ess address known to him who gives the notice. romputatiorsof ,Time; 17.2. When a period of timg is referred{o in the Contract Docu- ments by d&ys, it shall be com~uted,to exc 440 he•fir$t and include the last exy of such period. I.f the,l St day,of any such period falls on a Saturday, or Sunday or on a day male a'IQyal holiday by. the law of the applicable Jurisdiction, such day ;hall be omitted from the computatlono General: 17.3, All $pecificatfons, DNawings and copsRs thereof fuenlshrd by ENGINEER shall rqigein his prope'ty.. Frey shall not be used on another Project, and,, with, the exception of those set$ which have heet, signed in connection with the execytlon of the A% went', shall be' returned to him on request upon completion bf,the,Pr6ldet, . 17.4. The d ties and obligatlons imposed by these 0eneral Con- ditions and thg rights and reroedjes available hereunder, and, in particular F&N-18 GC-32, but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.28, 13.19 13,10 and 14.3 and the rights and remedies available to OWNER and ENG1NEEk thereunder, shall be in addition to, and shall not be construed In any way as a limitation of, any rights and remedies available to them which are otherwise imposed or available by law, by special guarantee or by other provisionF of the Contract Documents, 17.5. The Contract Cocuments shall be governed by the law of the place of the Project. ~ F&N-78 GC-33 J°M!Tr,Jfl SECTION E - SUPPLEMENTARY CONDITIONS 1, GENERAL CONDITIONS: The General Provisions are general in scope and may refer to conditions not encountered on the work covered by this contract. Any provision of the General Provisions which pertain to a nonexistent condition and is not applicable to the work to be performed hereunder, or which conflicts with any provision of the Supplementary Conditions, shall have r.o meaning in the contract and shall be disregarded. 2. SPECIFICATIONS: The specifications which govern the materials and equipment to be furnished and the work to be performed under this con- tract are listed in the Table of Contents at the beginning of this volume. No attempt has been made in the specifications to seggregate work to be performed by any trade or subcontract. Any $egregation between the trades or crafts will be solely a matter for agreement between the Contractor and his employees and his subcontractors. The specifications as a whole will govern the construction of the entire work. The applicable provisions thereof will govern work to be performed under each section. 3. _ REFERENCE STANDARDS: Reference to the standards of any technical socie y, organization, r association, or to codes, of local and state authorities, shall mean the latest standard, code, specification, or tentative specification adopted and published at the ;date of~taking bids, unless specifically stated otherwise. 4, OSTAT MEN S NOT BINDINGt It is understood and agreed that the wrltten erms a- 'provisions c this agreement shall supersede X11 orel statements of representatives of the Owner, and oral ttaterrerts shall not be effective or be construed as being a part of this contract. 'S.` SCOPE AND INTENT OE CONTRACT DO UMEKT : The specifications and, -drawings are Intended to $opplfwen u no necessarily duplicate each other, Any work exhibited in the one and not in the o 6- shall be constructed according to the complete design as determined by the Engineer. i Should anything necessary for a clear understanding of the work 4 omitted 1 from the specifications and drawings, or should the requirements appear to be in conflict, the Contractor shall secure written instructions from the Engineer before proceeding with the work affected thereby. It is understood and agreed that the work shall be performed according to the true intent of the contract documents 6, FiGURED DIMENSIONS TO GOVERN: Dimensions and elevations indicated on th wings shall. be accurately followed even though different from scaled measurements. No work inidated on the drawings, the dimensions of which are not indicated, shall be executed until necessary dimensions have been obtained from the Engineer. E-1 xW V, 7. CONTRACTOR TO CHECK DRAWINGS AND SCHEDULES: The Contractor shall check a mens ons, a eve ons, an quantities indicated on the drawings and schedules furnished to him by the Engineer, and shall notify the Engineer of any discrepancy between the drawings and the conditions on the ground, or any error or omission in drawings, or in the layout as given by stakes, points, or instructions, which he may discover in the course of the work. The Contractor will not be allowed to take advantage of any error or omission in the drawings or contract documents. Full instructions will be furnished by the Engineer should such error or omission be discovered, and the Contractor shall carry out such instructions as if originally specified. 8. FIELD OFFICES AT SITE OF WORK: During the performance of this con- tract-,the e Contractor shall ma n ain a suitable office at or near the site of the work which shall be the headquarters of a representative authorized to receive drawings, instructions, or other communication or articles. Any communication given to the said representative or de- livered at the Contractor's office at the site of the work in his ab- sence shall be deemed to have been delivered to the Contractor. Copies of the drawings, specifications, and other contract documents shall be kept at the Contractor's office at the site of the work avail- able for use at all times. The Contractor shall provide and maintain, at his own expense, a field office for the Eng ireer, Offire space shall be approximately 156 square feet (approximately`12IX131 in size). Field office space may be in a separate building or mobile trailer or nay be contained in a construction office building of the Contractor, but in such case shall have an outside dror with lock and provi$ion for locking any interior connecting ddors, i Mobile trailer shall be similar to Atlantic Mobile Corporation, Dallas, Texas Model LAD, 306 Office space shall contain drafting table and plan rack (may be built-in) and shall be substantially tonstructed, ventilated, lighted, air-conditioned for,' summer use, heated for winter use, 'and Oather• proofed so that documents will not be Aamaged by the I Thp:Ccn- tractor at his expense, shall ay for all gas,, water, and 016Wiclty requirdd for the field office space. 9. INDEPPE DENTf~PNTRAC?OR: The relation of the Contractor to the Owner shall be ra o an n ependent contractor. 10' CO,MMNCfE NT 0 i "IRK: The Contractor shall cor7nence the work to be done under th►t s ron ract within tern (l01 days after being instructed to do so in a written notice from the Engineer. rThe effective sttrt-date of said work order shall be the starting date for the allowable contract completion time. 11. SUNDAY, HOLIDAY, AND_NIGHT _WORK: No wor'; shall be done Detween 6:00 P,Ma an ,0 , nor on Sundda~ayys, or legal holidays without the written permission of the Engineer. However, emergency work may be done without prior permission. Night work may be established by the Gontractor as regular procedure with the written permission of the Engineeo= such permission, however, may be revoked at any timo by the Engineer if the Contractor fails to maintain adequate equipment and supervision fo o,,the proper prosecution and control of the work at night. E-2 s 4k 11. MELD CHECK OF E%ISTINQ STRUCTURES: The dimensions and elevations of exist~r,~ structures and locations of existing pipelines, conduits, cables, and equipment indicated on the drawings were taken for the most part from the original drawings of the existing plant and are not guaranteed for ac- curacy. The Contractor shall be solely responsible for determining the extent and cost of all removal and salvage operations. Any delay or extra ex- perise to the Contractor due to encountering construction, piping, or equipment not indicated or in locations different from those indicated on the drawings shall not constitute a claim for extra work, additional payment, or damages. 13. LINES AND GRADES: All work shall be done to the lines, grades and elevat ons' indicated on the drawings. Basic horizontal and vertical control points will be established or de- signated by the Engineer. These points shall be used as datum for work under this contract. All additional survey, layout, and measurement work shall be performed by the Contractor as part of the work under ths$s contract. The Contractor shall provide an experienced instrument man, competent assistants, and such' instruments, tools, stakes, and other materials as required to complete the survey, layout, and measurement work. In addition, the Contractor shall furnish, without-charge', competent men from his force and such tools, stakes, and other materials as Aho Engl- . veer may requirb`in establishing or designating control 'points, or in checking survey, layouts and measurement work performed by the Contractor. The Contractor shall keep the Engineer informed, a reasonable time in advance, of the times and places at which he wishes to'do work' so that horizontal and vertical control poipts ma be esta lisp d and any check• ing deemed necessary by the Engineer may be done with m~nfmum inconven- ience to,the Engineer and minimum delay to the,COntractor. Any work done without,being properly located may be ordered removed and replaced at the Contractor s expense. 14. pRESt:uV TIUN OF MBNIIhEENTS AND___ S?AKESj The Contractor shall carefully preserve a monumen s bench n`rarks, reference points, and stakes. In case of his destruction thereof the Co'ntrdttor will be charged with the expense of replacement and shai1 be responsible for any mistake or loss of time that may be caused. Permanent monuments or bench marks which must be removed or disturbed shall be pprotected until properly referenced for relocation. The Contractor shall furnish materials and assistance for the proper replacement of such monuments or' bench marks. 1s. REVI w OF ENGINEERING DATA,,. Engineering data covering all equipment and far cate'materials to be furnished under this contract shall be submitted to the Consulting Engineer for review. These data shall in- clude drawings and descriptive information in sufficient detail to show the kind, size, arrangement, and operation of comp,)vent materials and drvices the external connections, anchorages, and supports required; E-3 t w a . v, iW. 7ti Ir rd's +Ti+.Fv 4 P n~~' 4 .a''~ S J~~r ;,,~..`S,N7 'X#~N.P ~I y]C> 1 3,1 4 1.4 performance characteristicsi and dimensions needed for installation and correlation with other materials and equipment. DAa submitted shall include drawings showing essential details of any changes proposed by the Contractor and all required wiring and piping layouts. No work shall be performed in connection with the fabrication or manu- facture of materials and equipment, nor shall any accessory or appurte- nance be purchased until the drawings and data therefor have been reviewed, except at the Contractor's own risk and responsibility. Data and pertinent correspondence shall be routed as follows: a. Supplier to Contractor (through representative is applicable) for preliminary check, b. Contractor to Consulting Engineer for review and comment. c. Engineer to Contractor. d. Contractor to Supplier. a. Checkin' and Review of Engineering Data: The Contractor should chuck all data or correetness an completeness, He will note any exceptions or discrepancies to be reviewed or verified by the Engineer. The Consulting Engineer will review the data for general conformity to the drawings and specifications He will comment on items called to his attention for review or verification. Markings will, be based on ti this examination and do not constitute a blanket review of substance, fit, or function. The Consulting Engineer's review of drawlng s ajd data submitted by `the,` Contractor will cover; only genergl conformity to the drawin e'he epeoi , ficaitions, oxterhal connections, end'dimensions which aff c °th layout. The Engineer's review of drawings returned marked NO EXCEPT IONS NOTED or EXCEPTIONS NOTED does not indicate a thorough review of all dimensions, quantities, and details of the material, equipment, device, or item shown and does not relieve the Contractor from any responsibility for errors or deviations from the contract requirements. All drawings and data, after final processing by the Engineer, shall become a part of the contract documents and the work indicated or de- scribed thereby shall be performed in conformity therewith unless otherwise authorized by tho Owner or the Engineer. Copies of all correspondence from the Engineer to the Contractor shall be supplied the Owner, b, Disposition -of EVgineerind Uat#i Data that contai s sub- stantial errors or omissions - or which is not clearly legible may be RETURNED FOR CORRECTION of err+mneous material. Such data will usually be returned unchecked. E-4 r t k t :mss=f rid}'_ ,as s _ ~E u'.; A 7 ~ 7_j• M 4~~i H'q vy,C_,~~. i Data requiring numerous changes or corrections will bt, marked EXCEPTIONS h`OTED or indicated by letter and returned for revision, When revised, the data shall bo resubmitted before being distributed for construction. Data that is acceptable without correction or with only insignificant corrections may be marked NO EXCEPTIONS NOTED and distributed for con- struction and/or manufacture. Data that does not conform to the drawings or meet the specifications or fully equal the established standard will be rejected. c. Number of Copies Required: For data which requires review, the Contractor may elect o submit part or all of the required number of copies in the original submittal. (1) The minimum number of copies required for review only Is., Consulting Engineer 2 Contractor's File 1 Supplier's Fite I a Total 4 (2) The number, of copies required for review and distribution is: Consul tiri Engineer's File 1 Resident Ingineer s File 1 Contractor's File l Contractor's Field Copy' 1 Supplier's Copy 1 Owner Total 6 To the above number may be added additional copies as required by the Contractor. lb ppERIMI~~S: The Contractor shall be responsible for obtaining al! r4- quired'p~e'nnts, The City of Denton Building Ins Ction Divis'~on will issue the Building Permit,' Electrical Permit, and Plumbing Permit at no cost to the Contractor. 170 ER: All potable water required for and in connection with the work o e performed and for any, specified tests of piping, eqguipment, devices, etc,, for inundation or settling of backfil: material or for any other use as may be required for proper completion of the work shall be provided by and It the expense of the Contractor. No separate payment for water used or required will be made and all costs In connection there- with' shall be included in the Proposal, , E-5 ssi■rrs~ y V t Q J t 1 •e~~n~'V a ~:4f1~~~r.711 >t 7. h, n. Where nonpotable rater is suitable, the Contractor will be furnished water at existing locations designated by the Owner without charge to the Contractor. The Contractor shall furnish necessary pipe, hose, nozzles, and tools and shall perform all necessary labor. The Con- tractor shall make arrangements with the Cwner who will establish the time, rate, and duration of each withdrawal permitted, Unnecessary waste of water will not be tolerated. Special hydrant wrenches shall be used for opening and closing fire hydrants. 18. POWER: All power for lighting, operation of the Contractor's shall be plant 7or provided byu the Contractor at his other sole s cost and expense. 19. METHODS OF OPERATION., The Contractor shall inform the Engineer in advance c.~n- cern9 plans for carrying on each part of the work, but the Contractor alone shall be responsible for the safety, adequacy, and efficiency of his plant, equipment, and methods. Any method of work suggested by the Owner or Consulting Engineer, but not specified, shall be used at the risk and responsibility of the Contract~ rl and the Consulting Engineer and Owner will assume no re sponsiF,{lity therefor. iew by the Owner or Consulting Engineer f eny plant or method of ~fk proposed; by the Contractor shall not roelieve the Contractor of 1`ny responsibility therefor, and such review shall not be considered ~ls ppn assumption of any risk or liability by the Owner or Consulting ,y~ngineer, or any officer, agent, or woloyea thereof. The Contractor shall have no claim on account of the failure or inefficiency of any plan or method so reviewed. 7 11e DwOO and the Cdoi$ulting"Engineer will not be responsible for ny act or omission of the Contractor, or any ubcontractoor, 0.8% ofeir agents or employees, or b q other persons Performing Any - 'of t he Th¢ Owner. and Consulting Engineer will not be responsible for any failure of the Contractor or his subcontractors°oe any other persons to psrform the work in accordance with the requirements of the contract documents. 90 UN AYOMB~ CT1 IlIONS: During unfavorable weather, , wet ground, ar o er unsu to a c00truction conditions, tt'he dntractor aha11 COnfine his operations to work which will not be f ect - verselyy thereby, No portion of the work thall be constructed under conditions which would affect adversely the quality or efficiency thereof, unless special means or precautions are taken by the Contractor 1 to perform the work in a proper and satisfactory manner. i E-6 r 6 L"r fiee,,,, S 7FC ;C"ad1$h .k h i9.e''4 » ry bb q .4 ...C ! 11t A Q'1. . F' r •'rf t2 .J`a9 A ~.5 ilk .rA .`.1. ~""q7 .•7;~' af... 'Y' P d`."• •i r i 'fib , a i. n~i F ;p „ 21 PLAPING AND DEWATERING OPERATIONS: Work to be performed will re- quire eta n ng, pumping an ewater ng, and certain cleaning operations necessary to cohiplete the work as specified and as indicated on the drawings. it is the intent of these specifications that such draining, pumping and dewatering, and cleaning operations shall be the obligation of the Contractor and that the Owner will aid in lowering the liquid level in the structures involved only to the extent possible by operation of existing drain valves and transfer facilities. The Contractor's attention is directed to the fact that basins and other structures containing water are located adjacent to the site of the new construction. The Contractor shall provide all necessary pumping, as required by the excavation work specification, to remove all surface water, ground water, leakage, and water from other sources from excava- tions. 22. TEST ROLES: Logs of test holes Nos. I thru 6 drilled during origS nal plant construction and Nos, 7 thru 10 more recently done are given as all such information available. The location of test holes is indicated on the drawings. . The,Ost hole information is not part of the contract, There is no expressed ar implied guarantee as to the accuracy of the data nor of. the interpretation thereof. Each bidder must form his own opinion of the character of the materials which will be encountered trom'sn in- spection of the ground, from his own interpretation of the test hole information, and from such'other investigations as he may desire, 23,_OPERATION OF EXISTI F ILIT ES: The Contractor's attention is direr e to the ac "tha a existing treatment plant must be.kept in s o e h Sir tea tionto thro the 4t_the c istruction period, Attention j in partiulr i e 1'ine'cohm Lion of the proposed filters to t e ex st ng tys- ,tem. These connections 08 to be done without bypassing raw or. partially 'treated sewage to the stream and will reg6ire perhaps the laying of'tempo- rary lines or installing temporary pumping and storage facilities as revired to keep the plant in operation. The contractor may submit a permit applies- Lion, through the owner, to the Texas Department of irafrr Resources for temporarily bypassing partially treated sewage during the Connection but Ap- proval may not be granted by tre State. Tile Contractor shall assume sole responsibility for the means and methods fdr making these connections and should include in his bid price the costs involved with providing temporary facilities for maintaining complete plant operation during the connections. 24, C FUL E F OPERATION ;iithin 30 days after the award of contract, the COntraC or shall prepare a critical path or PERT (Project Evaluation and Review) s:hedulo covering all work to be done on the project. The schedule shalt be prepared by a person experienced in this field. It is intended to accomplish the following: a, Gives early warning of delays or other problems in time for .orrection. E-7 v c Tk>> J ' '~d fv s 4 ry w i.~ w f r l 77 -7 " ' r. T~ s M PT? b. Requires the establishment of detailed plans 1n the form of future activities and events in their sequential relationship. c. Establish inter-relationship of significant. events$ d. Continuous current status irrFormation. e. Rapid analysis of program. f. Permits new schedules when an existing schedule is unachievable. g~ Logs the progress as actually occurred. 25. 0 GE TO EXISTING PROPERTY: The Contractor will be held responsible foranydmage to existing sructures, work, materials, or equipment because o his operations and she 1 repair or roplace Am damaged structgre's, work, materials, or equipment to the satisfaction of, and at no additional • cost to, the Owner, The contractor, shall pprotect.611,existing structures and property from damage and shall* provide bracing,; shoring, or other work necessary for Such protection. 261 LO S S FR RAL CAUSES: All loss or damage arising out of the nature e e work or from the action of the elements, or from floods or overflows, or from,ground water or from any unusual obstruction or difficulty, or any other nata+rai or existing circumstance either known oe unforeseen, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. E-8 h L f'~ R r'~, 'r ii C. fi'r'e.?1y t `V Fr YI'9o ~tA' r("~ N c y~'aO, ~.c~^. p°'r q w ,y i. fin r ` I „ 1 . 4 r v y z a .~"4{ 9 Jt S :'Are 27. MATERIALS AND E UIPMENT: Unless specifically provided otherwise in ear~caset a materials and equipment furnished for permanent in stallation in the work shall conform to applicable standard specifi- cations and shall be new, unused, and undamaged when installed or. otherwise incorporated in the work. No such material or equipment shall be used by the Contractor for any purpose other than that intended or specified, unless such use is specifically authorized by the Owner in each case. 28. EQUIVALENT MATERIALS AND EQUIPMENT: Whenever a material or article is specified or described by using the name of a proprietary product or the name of a particular manufacturer or vendor,, the specific item mentioned shall be understood as establishing the type, function, and quality desired. Other manufacturer's products will be accepted provided sufficient information is submitted to allow the Engineer to determine that the products proposed are equivalent to those named. Such items shall be submitted for review by the procedure set forth hereinbefore. Requests for review of equivalency will not be accepted from anyone except the Contractor and such requests will not be considered until after the contract has been awarded, 299S LVrG D fi LS D EQUIPMENT, Xhe Contractor shall have salvage rigghts o a ex s ng p fittings, valves, equipment, and other salvagable materials. 4 Al~ salvoged materials and equipment Aall be re moved from the site of the work 6y the Contractor, Existing cast iron pipe, fittings, valves, equipment and other materials shall be re-used, in connection with the work to be performed only where required by the drawings or specil"icatiQnso Existing,COncrete and masonry and othev building materials sha.11 be re- moved t,l the extent as indicated On the drawings or as required to complet~sthe work. All such mater ais shall be removed in a'careful manner so that damage to adjacent facilities br materials it, be left in place i'..'Ni d to a minimum, All existing materi,4ls requiring removal and not sslvagable shall be removed from the site of the wor~ by the Contractor. 34. SAN VARYFAC,..ILITIES. The Contractor shall enforce strict observance of sanitary and health re ulations by his employees on the plant site. The Contractor' shall furni sh an adequate number of chemical wig irements T e chemical toilets and gtheir maiittenarlceshall meet the r toilets, G the State Board of Health. 'Facilities or maintenance metns failing to most these requirements shall be corrected immediately. E-9 S 1M1..1 a nA ,n S, { Y` iy M Y t" Ma Y 'u v 1 6, d ,;:~C iwrM1S e✓ Y ~ -l fu' n t!'~',.! ~ r v to 31. DEFENSE OF SUITS: In case any action in court is brought against the Owner or onsu tang Engineer, or ary officer or agent of either of them, for the failure, omission, or,nejlect of the Contractor to per- form any of the covenants, acts, matters, or things by this contract undertaken; or for injury or damage caused by the alleged negligence of the Contractor or his subcontractors or his or their agents, or in connection with any claim based on lawful demands of subcontractors, workmen, material men, or suppliersi the Contractor shall indemnify and save harmless the Owner and Consulting Engineer and their officers and agents, from all losses, damages, costs, expenses, judgments, or decrees arising out of such action. 32. RESPONSIBILITY OF ENGINEER: The Contractor shall be solely respon- sible or o s e safety an or compliance with all laws and other applicable regulations. The Engineer assumes no responsibility for the adequacy or safety of construction methods and will undertake no super- visory of enforcement duties. 33, CONTRACTOR'S BREAKDOWN ESTIMATEt If the contract is based on a lump sum bi~d~ or contains one or more lump sum items for which partial payments are desired, the Contractor shall prepare and submit to the 691neer a breakdown estimate covering each lump sum itpm,, The breakdown of bid items shalt in general be made using the divisions of th se technical specifications. Each breakdown estimated showingg the value of each kind of stark, shall be submitted and sh'611 be dcceptebte to the ErOeer.bY thq apparent low bidder immediatelyy afte,P the bid opening date and prior tqq the award of the contract Such items as bond premium temporary con- s truction fatilitiess:and plant may be listed 'separate ly n the breakdown estimate, provided the costs can be substantiated. EaX kind of work where applicable shall show the quantity, unit price' and total price. The sum of the items li;ited In the'breakdown estimate shall,. qqual. the contract lump sum prices, overhead and profit shall not heisted as separate items. An unbalanced breakdown estimate providing for overpayment`of the Con- tractor on items of work which would be performed first will not be accepted, The breakdown estimate sha11 ge revised and resubmitted until acceptable to the Engineer. 34.. FINAL PECTI N: When the work has been substantially completed and a a t me mutua y agreeable to the Owner, Engineer and the Contractor, the Consulting Engineer will make a final inspection of the work and report to the Owner and the Contractor his findings as to the accept" W lity and completeness of the work. E-10 4m.A',~- Yye 7.~~'A' y a.>w''"Se ~'..a l,yl 'ii 4.;i'.N! 'i S • y,' ,,hx'~~v ~ r ~i~. ql Nt y 1¢k y 3~ J ~v..S Me~Y ;fit a~1~1~' 1` Rjy 35. G TEE: The Contractor shall guarantee the equipment, materials, and wor mans p furnished under this contract to be as specifed and bi bra free from defects for a Period of one year after the data of final inspection, In addition, the equipment shall be guaranteed to be free from defects in design. Should the Owner elect to take over operation of any of the equipment or facilities in advance of the final inspection, then the guarantee period shall begin on the date that the Owner begins using the particular parts of the plant and is mutually agreed to in wri tang. 36. INSURANCE: The Contractor shall comply with the requirements of Paragra.3 of the General Conditions and shall, at his own expense, purchase, ma'ntain and keep in force such insurance as will protect him from claims set forth below which may arise out of or result from his operations under this Contract, whether such operations are by himself or by any Subcontractor or by anyone directly or indirectly empployed by any of them or by anyone for whose acts any of them may be liable: 36,1 Such insurance as will protect the Contractor from cltolms, under statutory Workmen s Co.-sipensation laws, disability laws or, uch other employee benefit laws as will fulfill the reouirements.of the jurisdiction in which the work is to be performed. Such insurance shall be amended to provide coNdrage for multiple jurisdictions and other such indicated covnges (U.S.,. longshoremet►s 6 Harbor Workers, Admiralty,`otc., as may oe applicable. 36,2 Such insurance as will protect the Contractor for damages because of bodily injury, sickness, disease or death of hit employees apart from that imposed by Workmen's'Compen- satig laws.wit such in 6r nee, havingg a minimu6 limit of liability of not less than 1500,000.00 36.3 from 'damagesce as will protect the Contracwr from claims becauso of bodily injury, personal injury, sickness, disease or death with minimum limits of liability of not less than ;500,004.00 each occurrence and $600,000.00 aggregate. 36A Such insurance as will protect the Contractor from claims for damages for injury to or dastruction of tangible pro- perty of others, including loss of use thereof. Such covera 1 ode Broad Form P Y Proert Damage and removal f CU exclusions where applicable. The minimum gg:0filiability ll inc limits shall be $500,000.00 per occurrence add x500,000.00 aggregate. 36.5 Such insurance as will protect the Contractor from claims for damages arising out of the maintenance, operation or use of any owned, non-owned or hired vehicles. Min1mum limits of liability for bodily injury and property damage combined shall be not less than $500,000.00 each occurrence, t-11 '3p' " h s! z s , , l r +`t 'r a r? ,a w_: y A A a 2 r Y f3. A Ne a Y 1111,,~„ 36.6 Property insurance upon the entire work. including materials not in place at the site to the full insurable value thereof. All Risk Builder's Risk Insurance shall include the interests of the Owner, the Contractor, Subcontractor and Sub subcontractors in the work and shall include, but not be limited to, the perils of fire, lightning, flood, collapse, windstorm, hail, explosion, riot, civil commotion, smoke, aircraft, land vehicles, vandalism and malicious mischief. The Builders' Risk Insurance shall be endorsed to permit occupancy prior to completion of construction and prior +o acceptance by the Owner. A copy of the Builder's Risk Policy shall be filed with the Owner and shall include a thirty (30) day notice of cancellation of policy provision. 36.7 Steam boiler and machinery insurance if such equipment is operated for other than test purposes prior to final ac- ceptance of the work by the Owner. This insurance shall include the interests of the Sub-subcontractors in the work. The insurance required by this Paragraph 36, paragraphs 36.3 and 36.4 above shall be amended to afford coverage for: Products Liability and/or Completed Operations, Blanket Broad Form Contractual Liability specifically covering the indemni fication"assume'd byy the Contra%tor under this agreement, water- croft or aircraft liability. #A,other owned, non-owned, or hired, shall be included: Such insurance as is required under this Paraf rdph 36 shall be written so thatthe Owner will be notified in writing, in the event of cancellation, , r.4sttrictive amendment or nun•renewal at least thirty,days prior, to sgqch action,, ; Certificates of lnsuronce on tholor attached to .this Section shall be filed with 'the' wner prior to the commencement of-the Wrk. All:inturancb re+quiwed pnder this" Para r'aph 36 shall be written with the City of Oehton As co-ins ured,`and the City shall rece11' a duplicate copy of every insurance policy required.' , The stated Iiml s'of insurance required by this Paragraph 36 are Mi I ONLY and it shad be the Contractor's responsibility to determine as "M is are adegyates These Minimum limits may be basic policy ltinits or any combination of basic limits and Umbrella limits: In any event, the Contractor is fully responsible for all. la'sses arising out of, re- suiting from or. connected with operations under `his contract whether or not said lossos byre covered by insurance. the Owner's acceptance of Certificates of Insurance that in any respect do not comply with the Contract requirements does not rolease the Contractor from compliance herewith. E-12 a.., r~ 4 f v ,1~ r ,tit a, r 17, ` TF TIT The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent their interests are covered by insurance under this Sections except such rights as they may have to the proceeds of such insurance when held by the Owner as trustee. The Contractor shall require similar waivers by Subcontractors and Sub- subcontractors, 37. TIME OF COMPLETION: The Owner desires that all work under this con- tract 5e -completed an in service within 360 calendar days after the date established for start of work by written work order. In the event the Contractor fails to complete the project within the time set forth in the Proposal, the owner may withhold money permanently from the Contractor's total compensation the amount of $250.00 per day, not as a penalty, but as liquidated damages and for added expense for engineerit,g serviceso etc-, in accordance with Article 12 of the General Conditions. 38. PRECEDENCE OF DOCUMENTS% In cases of conflict between the various components o e ontrac ocuments, the following order of precedence shall govern, Federal:Supplemontal Conditions (CO-185} Supplementary Conditions Woral.Conditions Specifications Plans 39. ROS ON_AND_SEOI EST CONTROL. MEASURES: The Contractor is expected to con uc s Work n such a manner as to aiinfinixe any soil erosion or sediment;runofi from the construction site, Earth cuts and fills shall have 3mootht~.flat.side slopes, as lherally indicated on the plans, to preclude erosion`of.the soil. Sue, ~,4qpperations,should be timed cohsis. tent Nitb Aht.actual need foe doing the work and to leave raw,'unpro- , tocted surfaces a minimum period o time, Existing bermude grass lawns are to remain intact as far as practical. Such areas as are disturbed shall be duty restored b& the Contractor and he shalt be responsible for correcting any erosion that occurs. END OF SUPPLEMENTARY CONDITIONS E-13 _..77--4..~„ e 7 a .m Ji i. C 4., f f. `S I X411 k R 1'1- j, Y •~a nT~/' 'SR~~::+, NOTICE TO PROCEED To: Date: Project: You are hereby notified to commence work in accordance with the Agreement dated $ 19 on or before 0 19 and you are to complete the WORK within consecutive calendar days thereafter. The date of completion of all WORK is therefore 19 Owner By Title ACCEPTANCE OF NOTICE Receipt of the Above NOTICE TO PROCEED Is hereby acknowledged by this the " day of 19 By,.._ Title I END NOTICE TO PROCEED I i. NP-1 y 4 ~ f Y y'~whk E~ ~~~M- a ~,&*"z ^'N ~B '.'v:; ~t~a i rn ~k.">Ky J 4• f' .'L;t ~`.1,w 1v' NOTICE OF AWARD T0: PROJECT DESCRIPTION: the OWNER has considered the BID submitted by you for the above described WORK in resonse to its Advertisement for Bids dated 19 , and Information for Bidders. You are hereby notified that your BID has been accepted for items in the amount of s You are required by the Information to Bidders to execute the Agreement and furnish the required Contractor's Performance Bond and Payment Bond with- in ten calendar days from the date of this Notice to you, If you fail to execute said AyyreExnent and to furnish said bands within ten days from the date of this Notice, said OWNER will be entitled to con s1der all your rights arising out of the OWNER'S acceptance of your BID as abandoned and as it forfeiture of your Bid Bond. The OWNER will be entitled to such'other'rights as may be granted by lawi tot Youaree.required to return an acknowledged copy of this NOTICE OF AWARD Dated this day of 19...* owner By t Title ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by This the day of 19 , By Title_ END NOTICE OF AWARD NW-1 .e i i rt ~C x.. J1, if 1JA0.1 I'll '.,11 )1.10 J :1:7A1tfOJ6? CERTIFICATE OF INSURANCE ter 4 Issued To: ner Address: t J THIS IS 1J0 CERTIFY to . { or) that the following polls es o nsuronces su ec y e r,te k<, itions and exclusionso have been Ji sued by.thls Company covering.the co cTld 1red named below for the types of operations aid at the locatipn~ de ein. , It is underitd and 9rged34,Vt nO4 of the polio es~ sbed her re erenced herein will be cance)led,,,0AP.4 ,,0r1, ed ed 1n Y d reGot ce o the ou at least (30 tfiirt ( vancq-° (Owne}at 1 1, Name Insured: 2. Addre s9;-Statu -of-Insured: -Corpor tion Partn rship t In ivi al 77171 Lt :art , ~~,,ntih Other C tocat art' of Operations Covered i e~!~d7,oruA Mn,uU - 191ij~lt,~h~r~ 57i~WC}Mu7tit ..'.5.'i~ 1.!":lift{sy 51 Oescri tion of Operations Covered: THIS CERTIFICATE OF INSURANCE NEITHERIXFI IPM t(VttY°OR2kEbATIVFLY AMt)IDS"I1-a EXTENDS OR ALTE:S3twHE,CCOVE,4GFt FFORDEDUBYuTHf P%ICIESS~OE IONAlf?, EffIN F1 A b9 dl'1Dzn1 , 2 rrotl6'('~ J { 1`3t11~{tE; j1 #'tU'.~e Rf~1 n~Jti)9 a)>'xlnrj') 1(A _ }BjIli? s't.)fi ~?WWU?,1 ~.al7isi~-li .i1Gr1 r, a:; 7;' N. r.`Y 5 .,y'~ r f7`5 w•; uY ~a:,i, +x1 • ~t+l~Lz&NrL'N a ~4 T^".° r;i °{7 fW. .f ~s~~~'.. Y'~~~ ` `INSuMNCI i'00(:Ws IN i.,01k:U Y. INSURANCE Arl-lolt no'ONLY FOR IIAlA Wt INIM(Wi'I o IIY (X) Type or mtky x I.inrirsol Matairy rotiey No. rotiey Term (a) Slsnd1r4 Workmen's caniKnqurksn S4419q M+. T t 11 i I r l From: A E'mployer's and Occupational F:~clr bc<unente S To: Disease Usbilify Atlsegxts Uiseasa ! (b) LogAoremeres A Nubor Workers Slarutory from: (e) General Uabilily From: bodily Inv To: Premises - Opeulioo Deb Person 3 Cq!Ntrttlog%Protective FaNioceurreneo f 1 11E1;ii". t llii rrod"jj boi1~~11ej(Virid6M l o e. ii itl+rfo tueta CbnUit~lUa1't7rdl~ nr:I 11 1 '~C`d (11ilY Oo JJ3ll6kjj r1Y#<'tJt x, t.rtt 'E':If1tL t!ti t afe 11n:of ~fiJ 6 ?f1QrJ6J'J r) 1wr c';? f ±?15,1 "s>3 1,U' ; 1 l.fl. Sri u~7i.' ni oe Pro ~{4iy~ iO~E 9r4J 10 !part *1jvh&FtgLp?r'^)1f~i~t4yi~irr:, Pr1f111J1/ .I~.'~1611 it r ri'.I Aq A" C !~0 1'r{'RI: Vf>ef.'~~ r i ' 1 t..1 '1f1 I t I )Y ! "''i I'~ f~ 6~1 },"}g-S~ f ()oNUieloethwaetlva 9ri~ 0 ~0 t 1~e~ya'11~`t,p~+r Ura°revr~` "?~(c• a J'i f1J ,f.; tzs~! J5 uo hodacts A Completed oserallons a raYSt?b~ult? I b s Dnl - - W & cornplolcd O,Mrauonr ; bynuzrtl e r N ; , ! Oaltnneal~ -AWersleConlraetval -ice rxplosk'i►, CQUspa A : z 9'a b bA , S Ur1di!II,~80nd Dtrns~r(X,CU.) 'AWedsla X•L'.U: ~ f vivwl IV 1-1011 a qVq 101 ;b Flom: (d) Antoine 6 -II tlit'r". 1 nr tat )tvl 1nt ritr?z1 n?'t 61 To:' tY1me Wonwb~~k Eseh I~eiien • IINed ~lu~bdes' n ~ 't3~JD , N*h4"td Aulo~obiks'_*. r•+eh_oeeuircnc0'__ ro r° Uama ~ : bs isvO 2n016- )q0 'lo n,, js:)o f .I` owlied AnlMOO t like 4111 Q14D~s~ _ w A Ootur ems I , NonOw+od AulornobUs (e)f~SlKrtn(Lr ss ncr :b9'19v0J U10061sg0 ,o nohs< 1YSta0 Subject— to•polIcy terms; conditions-and exclusions; specific Contractual &%A1 ~oA~~s~gr4Y0id1~¢u s~ f911io+;~i~AAr~s 3110 d;~CM '40 31A)HITAP ZIHr [3 Fo1ri ~psi'u15~~yl ha nsurcd0under1its0 ontracZ'~wij 3T!A AO <i~i13Tz3 (Owner) for the operations described herein. All Contracts between the Insured and (Owner), insurance ompany By: u or =ea Repr`exen va Date: Address i 4~, .'ri♦ X11 :t: '~~.(!,~f i a r CG-185 (Rev. 9-10-19) Li T','~e :~er;, t.. t 1^. "r 'pi~, a.. , 't "'.,4'. '~rri+'r1f ie,!.,. •.i':. 17 .~'to~sS! 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A,',7 Jn ti Pt>817 to JJRg vt Uo ,t•~«lu,g adt tot n i tr~yy ~ fwe+ C[t•wt ►~G aR~ IF xxrr x Ti e 10dtfnvlo7 .t%,wpb t6Aa ,'irm A13 6b t'Il 6wok" ~ I ENtY o1a:p~ w .»m.at„:$rArilgge,vwQgQn:n<»ailTO ON "At,9Jf<ty to 11e1W at, 14, msr=l6+4x!1 o,&' 10 YO)l sr~ksaa + t"v otriuroy"ptn sAJ asvcat,J,tlaxsaaya aR vim a Drdx a d ,:,t aQat -af A)re CU t.Uq "ISW IMRWA RM,4 ru t nad,tm to a.tpxtta4 Jitnu ttxvI to arYnsuvi v,'",%A ba,trHUatagi.A us d~Ilentali.C0~ldltltlllf^`+ eft to 1yt;. of e' :raA,#at sn a7# ad tst<ras avsA s;erxt t ,w aa`, sa !,y+1 .#a"°T:is as-1f Sn t~.,.(ai~ slt tr.t ps!t~ .Iv~'rlllir'rL,! m afaoTd bno a!los(69 1!i ttnr+r,'+ac4hnt olki(VA trl vlxrtw a mkdt o.rsm Vol twilw-mv v' F'~m annt)udtu 10 oftm t art p ilub r*cjvxiRm ed llfw h*"Aft gtrwc4l obr6 4!i Im-"Y» JW arn rglvq r-- chr:ul arahj tsbnj tatitiq vA*%u,13 t144" /gn1J to t"101) a lot I,"-seem Ana -A Tow adt (fawU'tuVep •J #K w bwwA-t wo ,twrrog rrsaaw tafu~ifuq ,glow adt Ya tilt adt sA ynl#r,w r,inrd xm bmt oTSw-041 Us Al For trei vbim w d rtie RaNd4> brrtvs:5 so ablon adt tabeui sa,ttfl 17 r.:l yoiauoli tNrJi bohmU sdl vtbau io 10 ohs!) %as tort: nlxpdr Ulf Sr,ma ~rl:r,olt t!tJ W Jul to trAcTo4oWst sD pDlJr muy) aril ni ,0$1 to »A piwull sow4 ril has tOU001g11 p1bVW4 ,exr,41wun 1D avax,dal to 6onhbr W eterd *A; aLuemr) Wv ob~~J~6e~~ Aw rr►lr y ? ~ 1~~j~~QQ''yra~y~~t. yy t v tdt ei beJe ! Jan r AJit!et t(aq to 'Mirl 001h-jai-All) 11PA1 S aIMY~r~~aYJtl l rtedW. Vi4YT,Ia.p7J7!1 <iet.7S"rilbt».►tu»Wtut,rYotgme►d alit to [aatsyHtaa et►aa to rnatudtti❑ua 1D Caton yn twiiail fo rngal r I~it trrlttirfrosa5w'! agr16 0) to 0'164nvlra, N11 ,03,& anw8 atraQ 6441 to 11'$M tJtfltw!6 w bwln>eab osq+[t alit pt VA00116 ~1.6~Jiysl.64 W'(d tcro K.' AA41 tat,lat AtAps 641 ~batls ettc(tolteb .66 tsc+~' kwaA 1D tA4rNta [J>G1ar tlkruCtla 6~r1r ~aJ4u edt ts«w grit nl .asdad M ~wgr»L+ sbd tOrW 10 w,asn307 0046 oi"'WAT _k*q tsprr is u a~kWJMOI?r1 t0 wrOxxty4WRb tegtng AJJ) Do isms 1r1DdoR!Jnrtoana,ipAtasittvi'(l[leldEJt'l) Bt,%t%n!jbrui+1 MaUasvjgr?tttilittlliti,4ift?!-AMtMselrrcc,7WI4aptlytt7i17it ,rte (I!ieaasetr s:t►'xa %is 10 t l"W" eft Oxrb4tt ain.44"m w odi td tesdtta44~~a.r mtm ; s1t .4%.t #d ai rrtst ati I" ms-gatq " A04 a "Snu ttt'.saad 110 ivuiq ai Mtta4bu of Ginn od twf 19V?1a yai»tr t irs, #.lJ to nratahArerrsasmra sdt ,11,,1. r >w'I ?-a4afl 0110 ! !!"-.!i,t!i OVO-R nr G lrx :A ro'ba14nx r t#,,t r:1 xsenr»? aA.t $44 tuiJ +aDdt Aow tETxw au!i,Jtun [lade p_wta,iww, all tsewns,dw mv;mi Uadr iar`,, Yf:i,alktt7 t•!1' tliil sdi tu11 .o.dotw"oIrp ►i r_s7l Mts~ Ave oASrvvsq t•t loon St.mm,r, to etalj a IM Jno- sft t A:f: ,a,rvn; n, rottl eyew nrNrni 61611 to 4utlq *:Al 1641 b!1e ,aidnC q#a: tUFAI-A60 aF r±alylc n 10 na1S ar ton ai rlH.tw s?trwtnl egtirt} a e ,t' f '•+i t,Mr&1 vm a rrrtudal to trmgdol sdJ W W101+ a t»trasaumrr1» tt,+ad taA MlreJwl tmtoy,rlda ►1 V tlattn:rt tit tcs A p: 9ws'N r sd no at ba"4?q a?t,,r, sdt 1ra,ir datrtw tironw b?a tztlr.:k r4nadx!;1i vlLlad no , trlozaod *,;&11 1 A 1. 1~. t -•IRruti;a Arts, A raq 01 1 .ar4ed drttyT:)Ormq C.1 hrunr,ir>nnlaur!arntuilO%ts;isimt sd) 3tmvv 641 al J,vdellStr+= y' ,.i tn~;t tat[rr`rtya r{r#J r %1 pit t~, >rniu'o+tJ[,a naTr . niv~-r r rpa t r.,c~ taqta't 1rn:tjt,tni xag lit 10 ~q^3 r (liwrw tv,<S;,T lirw tv:,♦atr•~'n+tcr. &II fill h:a ar a!i ,I,. 1 .i:,ar;:, r r,,f r, y.ii t ;n,Kd .gnili 11 4173 adl D! al[7t allt CJ b T4f1,J act 4lu•i• tat r ii: rn St r„:t M l }'r C uta~.Iir t rn e; q'nrnga adt li Cud I A,Jrr$, sAt r4 ±twq a tJ v:n.ita ►dl y,1 tt ;c.! 1n vutte, r T. ant Di #11-101 .At 7irrtdvl low t?Jtei;,TO ►At itliaq a dx,x rrtatrtl a a! e!^urt►q #rfu, t s-•,F: :w,t;Jncgadtll Jill •tnw,l sbl ,e't Yam sea, PAT ea .Nv1w! n .»<r !tle taeN'ggr to a::aaw ad: k *ta4i pr •6+644-1 vtr' ti .gar .q tra A.! 1'.1?ovn ya so. hero r4!,t.djj nUv1-i I7(rtiti ~q3 r1t at nc ~t1rn Yhlet+~at11 e7>r: +(nt t„ tn.~_rv1 a- • dAt/Yerr. s't trrr?al "ins to►qt ►lA tnstvMgrc# sd? rd l3n>tn tnnmTtae a rd GAinsy na,7 # Sa f•+t igvYl to 4a3,a r 17 em r.i!ar,•~ gti [d rrnq ni J-)44ri me altJOdt ►?+gnwrEnttrri,roouriie,r(alrAt...!tyr'tJta.~lt~',! e+^'ttnnttitt.,rltJ~A?ati~atsne';«,ss,;ru(~;::;rurp'1.1<+nr!7 600AJ nat[t [eel ,Mt #1a rv01411 IwatrlnD'r 1018 #tlew trik!i'ter+.ri 7te,,: a!dt 1c ir::.i a n. 4:Y4, tul. .l tit tleitt'N'', t~{Sroenl, a~: trll Eaa trdsl to vulfl,*8 417 Sd lena!ria7et, ttettrrx adt ttx(u ,basin[ taA :rr?r.! is s:avns►W *41 e,suuA 7. t la . .a ,p' n a.n a r x V 7 77 i ri.S. ENVIRONMENTAL PROTECTION AGENCY LABOR STANDARDS PROVISIONS (APPLIES TO BOTH PUBLIC-LAW 4660 AND PUBLIC LAW 92-500) FOR FEDERALLY ASSISTED CONSTRUCTION CONTRACTS DAV IS-BACON ACT (40 U . S. C . 216&-276a-7) request of tlr owtrwW. that cha apPltabl0 wades of the l4kiwa 10 Wwwl Ow 111 or wnw er romper. t All s of Lh ice and at uncle the DW Bacon Act have been mot. rm Sm"? Of Labor mar kb%g t~ S o Hmsiag upon M el of the work « ~ require the C-n~.rattor to at aslde is a vwmtr gamut &nw the ttbs Pr ~ W the meeting of obllptlooa.uader the plea or peWWL United of 1911949 States Act of 19ST or wider o in tM eoaatruenstrwttb0 at devekgmm be said uaoo0ditiooaliy and not Wel often then 4000 s w0ek. 111 wwoldlr11. The Environmental Protection end wMout subsequent daduake or robsts on lay scomnt Irsoapt tuck psym n da vejow u an permitted by recal& t9! u l w be wkhheld trom cha ooeor.a6w a (lone wawa by the . Secretary of I..bor wader the Copeland Ace ~w"k of the aoawd payments or .dvaarn0 a may be eo. (!9 pv put 91)11. fire snot ta►ounu des at doe of payment ~ed wewary to pay mom ad naahule4. ladodwi d at wag raw Dot lea to S reteereur7 of eo0ta Lai0sdbor Wbkh aPPmekea and Wow. smpbysd by tb0 watiea00 of MY wary wep d a deetabn of of 0010 any ; W attscMd cbed berotoeeea and Wade a galue hereof, reprdw00 of 0ubeeatr0ct6r as the work the ta1{ ttaoroat o< 01000 nrlteirad Contractual reletiomblp wWcb my be Wkpd to exist be. by the Contract In tbe rnot of fakes to or wines, y laborer or term the Contractor aid vxb LbOnn sad mabanim,, and men%Aak. aduudl111 any s smoreatim as** States ited St tba the wsp detamlmdon ded0bn aba4 be potted by tb0 cow woo I- -I in t a at the We* or under the the( of Un100 in wber4 k Houem11 Act of IW «a03ar tbs Howleg trwar Am inent to be eu4y wtba s of the wort In a prom t 31 dbidalife, Vim 'j= of tw pq$" A or Para l do ~ o be e as en tjgiwgrt ~ f te0 Ep1~, _ __t , Aftw Under 1o of this « ovj& w Men aotiw to tbs 0ostrdwtt. s0oalsr. apW • er owesr waders or on meebal baai 1n w s M eomkM wel Act atwb of tb own W ne0P0abn htsd rsd weer Paid h 0n& eb lr tale god atba as may be teo000try wboren . boars or meabanlCL subject to tM proy*4 PC . kJ n~ pa~u"' wveml or r , "us of lode god tributitlliw}. Abe for tM pwV*u of lbw ewan. rev We 066044. dpw podod w made at eotu laheepreda~EtOr Mal ttiWtCw~r4gthe ordeal p nio ~ be maintained ddw *9 t Of "WOW ' w p ~ es0maa to br oowaued"Ir tM work and preserved for a wind of then yoara tbanah%v ' 'M o o'i for to labonn tied msa..~0ba w«M W It W 0ke Of the "If. m.dw 1Or invurred 'M eoetrtdor ~ aw require " my Clw of or under tM V" Sutra 14601011.A of JW. «mder &M a , i►b++0 at asedusk0, tneludlnl sPpeentie00 sad traise0a, liow~elPOf Itch of 1449• in ~ Coawastr0aw t ens WA_ of wwb Is not Wad It tba wW am l r ' 9neY fil~~!hb l0 potr.tlE des ratM of Pb1 of tbb be eaft", it mid a report of (welwo" ntss of eontr"loss at ou" wtldParad nil, tbs adios ash/ r;*W o btw event e ems by the the A radmal aSaoT PJA, Wbf b0 AW, 4W &ks$ A00110 ter rWry of l•aba~ W tfo4 a ~ k~id'bf ju"►ia~' is- weekly sombft ~Ib W bi &a try of~LAW Wt ate as w of lobo 4PMOV (meld ender a4 Cllr t.ilal I tllivl" we aftoal w 080d tltvntr data of tabor.n aSd h eeAtslal. i° 611 ow of mwA * baud( 0* a~as"M 61 ark' otscar"be referred 0 todpetad in povldia11 ben6& WOVM ` for na t d aoo~t to addle a P4u Of Ad. tW I@bW in sectb:11!)1a1181 ~ I Devhdlaeas Alt, w 1141 rho Coetraeti011 ofnw shall nquin. whenever tb0 oont?wt« OW MID Wes reeorda WWA shoji (bet Old elw of eornmkm m to p wee web b<e.6ar to mbros". that tM minwwra wad ~ penw0bed in the Coe a+ee for a Wbdw beaaaat wbldt W not oer• Pfau or pr"ram Is an6w iaay reepooalbW. and tbat tbo plan w or gmbujw wrwsid u knurly 0011( frtap bet bees o6mmuaiaud it wdtw11 to the kbm n or red Cad the M W6" Ia obU Pfe11rem fHce•d. ~ rbW above the Costs to psy a Cub equiwtlent of web a Mw bewsk. n bendy fn cbank0 a tab *"Ivawet tbanof to be eewblwbtdb la stfamdal of Of addp0td «tM saw! ones lenrrd le v"lkbt ruck bolo. fits. Wgl I d P WW ~ ~mP~ by tM woes Ill) "A cooa6aor ww submit WNW a wpy of A Feu sea0wr a of ibe r for Custer, 0ba4 W eelerr+d a ~ y It i PPrAt" to the oontroet. but If tM apeoty W not eJeelly) U of eke Lebow f« eurmnoest makes WL DO ts to s tnute0 ouch s party the o6e~rww will wbmk the payroW to tiw Uri wwhe dote n wt 0 tPon «oeber third Parson. . M mar Now" e0 awe of the wapee d epplkus, the EPaaorUS~t WAw 1'u U!3Cue tra to. W b. wbow or OKhsebthe amount of any watt reasonably mluloe to the a aratemmt tb.0mpbyer oe hW is" or of a owspolad by t~aticex ed in ust6d to betMnaiwa4l under dtterml0 00 eadae of the iadkntia11 slut tM Ptyro4e M OWW tad MOM, tbat tM typaxPtad yWtdta wane "too eouotmd thow%in to nee Ised tbaa tbow secretary of Labor whoa 4 o Pew of this to0tnet~Y written &KMM ~ by t1r E~dytsr! M 4bor smd,W the dase&&, Aowuer. TM SsaOtery of LAW boa found. spa Title 29 Part 6 (Feb 197)) 2 l 7-777,777 Labor Standards Provisions • or it Wiens at Wk IN M& botea or ="N="N* eonferm wki the propees. Any amployer rated N the PSY"l at a trainee rate work he performed. A wbmleaion Of a "Wsk►y SwtGmmt of who is roe rrgletand and Patidpadsg In a U410108 pow a? Compume, w►ka to repulnd under tble wetted and the proved bytlteI*WofAppefK "W sod Ttylah gAdbe Capelead rgrAsebm of the Secretory, of tabor 129 CPR, Part paid not le1~e than the wap raw decaulr od by 04 leerwrr 41 and the tiling with the lalttal peyron or amp ettheegneot of tabgr 1YS,* clMll~kstloa 9( warh be asILaatir p~f0esaad. ' ~ 64 W w bertrsh l* Payroll of a copy of nr ladlnp by the Secretary of Labor The oo4tre♦dor 4r.wtbSOtit+~ttor Awl tmdw 49 CPR 6.61a1111ttvi 116.11 eatbK"nqubeeoeot, The or t np1ta11piNth of she Wage I{sw Oirb prime aoetrartor ehal be reepoasibb for eta submIUM of doer o(yN U B~ aep~terM of I.ab9t *+ItGat nlAia-soe of the F oopiaa of Payrolls of an atcoatraetors. The contractor win oarufleattoa* b{a pe ttitt0 ttN O< tY tealpeM, male the reooeda regnbed under the tabor standards claws and the eerier and war n11h pntlgi4M4101 that perp?" to of the contract evanable for buipaWou by authorized r'epn• the evert" toe >~4rssu 91 ApPrllggqeifp mod ilralsiM wm. a; nutadva of the Ep p Par" eue6 repannedenshe Depart. draws apps, . of Jral+ttag Ue00so►. sir aosMrwttoe will IN W a09h' meet t of of labor. and e9l" udy" to kspebq P m#W (4 vi4W1 i~M_+i *4 064 , e ebb predot/rrllWed iafs,fPf Jl1411 10j Interview employes during working bout' on the Job. Con- DIR wW a W, trat ton #WpWAW ap sud w or trobw undex approved ,,pe~+ Iv ^ I x wY "r 3 ~ 1 F r 1.I A O preslems Ad fndwda a Wtouoa as the Rnt w,eky catlld ~ Ol eA, ~ , y wade anbuttted to t'+a cwu"tw apedea that their pn0 . tnmese P~ I rood h1 r aanp eal ptteauast to an approved program and char ooafarenitY wWr She equal ompbrewet ePParttmiey rageke• by ot idesta~ toparo menu of Executive Order 11146, a amended. and 29 CPR P 141 Appentkea end trslraa-ij) Aj;prnttker. Appeee• QmtpGaa b*h Copeldtd At01WW nor at CPR Purr, ucn wll be pwukW to work at Ise the the predstermiud ,R. The antraeear ehal comply, wkh the Copimid Roos. ram for the work they performed wbaa obey, ein employed aced um 149 CPR Part 1) of the Secretary of tabor wh" are Mvtduany noticed In a bona fide a?P1MWc d* heeela Worpontad by nFseaee. eeewerd wm the U.S. DRArtme0r of Lobar, del $sieoat►ecd Tbo eatr igor will !melt hear robe ad Ttelmlog Admlolotntlos. Sum of AWMdMb* ad otroowu the clause Woulaw in to CPR 1.6W0) Wg► Tnlotng, or wkk a /tow Appre oothip Atreaty N000"d t;) sad ill !rod eoe► other chums u the EPq by der Rauw w U a pence IN employed Is ids tkee 9o days of mq by apPeepriate lbranedoee• and ft"W prabatloaery W gbymwa es err r in crack err Appeal- *01* Pr00rr, wbo to sot ,a= Notated IS tbs also a dauN re"bimg tbo eubooetr+rteti to Ied+tEe than but who bee boat crsdfW by the Boom of Apprea• doeas is say tower t{w eAwatreeto nhiol they mar enter PtOpu~ brio. to"bsr wt" a date ngstdq chit hwdm h may do" bW * or asd Traiofag be c a Starr for Pr0~W00ar' r probt ary Aseaey butha subooG4:uU that aar in tun be made. (token appropiata! to T allowable rotio of `e itim III f?eatrut tertnsudo k, dekorn as A broad of 9160 s mast a as epsorus" allow III thron9k Ili) may be poaudo for t/emleadoa of 014 ooa- JOWSWoreo In my Mai rLslftc"s shat sot be rum tract, ud W debersent w probidod is"cm 6.1. tbaa tie ndo Permitted b the G*W6cW Y b bla antky worst fares trader W r9&no4 popes. tit employe! rated ere a . Paytol st as opPsatks trap nor, wbo Is Vol a h Ibs 1111 CONTPACT WORK HOURS MO SAFE iY STANOARQ lead in MAdlvlaba ter) 91 tbb ravera *Ph or Is No ZL•3 heat of oth.wlee rmp*vd ro sated aloe". anal bt Paid the ACT--OVERTIME. CQHP ATT I ~euMbe s ~e 3 . 33 ) sraze delediaod by tknwetary of Labor for the tdasel• III Oar ORO ++v No mbuw wart WW MAY sawn of work to ll nrmeaedd.1% ontfutw at Pub- W ooetraadna for say Part Of the aso"d mvat`eae wW be nodr0d to trvsfeb w *4 004traC09 officer Main of invotw eM 40whrmed of tebonn w maob"I" or a represeAdvo of the WegnRoar Divides of the U.S. aw WVM1 or pack my WWII or makaou In may nVytmrt a ~.wrldha evideeee of ba rf week Is WWA he it employed Od sub Wary is weak 1 bb pnp►a hPF~+n IS will y~Ewi~ OL rat ~ new of also bone is any calendar derv or Is user of fart aktd wap ra.e laaprewad !r peroaetesea of the yoorsartoata boars is surfs worlnndt ar;w sash "bone or aso141110 bt arty ratul, for an erne of sossaueeloa Prior a why W reoehw compe0aatios ere a ester sot lees there nee and oarttaif f oe the eeouees wart. The wap reta POW APPeea• umee hb bark rate of Oar for aal boure WNW In aces of hoes aWbe set bs the the appropiMe pa~aeot~N of ILIA W!d horse is say aluxim day ar Is emcee of bety kour+l In yersltrymaa's tab easte♦Yted do W aPPl0~a wage detmh "wotkwsk, as the ezee may be. 1@h***, if) YWfa klu tf wIty for errPW WWI, ugeidered Idsa deer. III nwteaae. Eaeept as provided Is 49 CPR 6,16 tntsns fps, to the event of eery YSalatioa of the elamta set forth In will not be prmk' d to work as 1400 there the Prookurmlmd , oubpar&V*Ph 111, tlw 00tkruw and any nbeourloetar me kr the wNtt Perbtmd oral-" they an employed napomtble therefor shall be liable tea ter affected employs purewnt to and ktdlviduaily MOKOW h a propam whkh for hie umpatd wails, to additioo. retch oo*ncuw and sub. hero rowvrd VW opptevel, evidenced by brmai oerdlkadoc sous" BUD ha liable 4404 Uniwd Seat" "a the cam of by tie tJ S. Depeetaaeet Of tabor, Empleyaw aced TnWm work done Ueda e0etnct for Ibe Dwwd of Cotaerbla or a ter. AdmilaLwadoe. fW au of AppnntlaahiP ad Tr"Alf. The riewy, to such I>intlet or to such tadtorrl, for ttqutdated retie of term" ke yowwymo aW wt be peed than dam". loth ulgrklofed dantssa shat be eompuwd wnh M paraottted twfw the piers approM/d by t!u 8araea o1 Appe+q• specs b alai tnaivldea! leborr a msehselo employed Ice viohe• dezehip and 14alefad. Xverr oe ms meat be pall at sot )ass two of the e4wa set kith Ice Farm I I I, r the nrm of ekes the rW apWW in the appteved program lot We level of $to for each atendu day ov w kt ach moors wu ro- of permitwd to work Is races of night hour Of Is no as of the stamdut workwask o< Wttr bourn wkbM >K , Ne+ wolfed br the elsuN sic' OR` l be f 1 t T of rho awMlsas w I Title 29r PAr~t 5 panliMpita, t~EI der"!) (Fab 1911) 3 77 fa~Of S~ P1'tOIF~Jf*01N „ 131 wkAAaWv Aw imPdd "M d►d XguideW bold of eaw to wltbbrW, !'opt "Y aa++y+ Orl ooaee wt wort owam~ by tM awbwW or froboobtlied r. rues Lwow a riab>rerottwFl be drtub um to by ism. $07 is Marty so lybt8" of pith udwutot er whito hic- eb~ dairo MK iOral t~'rob~orr+irrrpb qI r IN 84604e1"llaft- 1`eeetneW tbd InM<t is K*y roba.e+eU tbo d aces lot betb v 0*08 gtpb+ 111. ill, aed 1l1 d eb4"~ero~ergb'.ed We i etowo rogr6#t3o tab cosatteeort# to bdoW Wa oEltilM tb + blM+r ti:~ babooq•, . , r , wam W wy my am 111".~tO.~yti~byl~l.Mtt11 111001, „ r e r, r • 1 , r pr 1 ry~ t~W~ ~WPVwt~ t~J 1 r F • t', n r l f l' , `e eq 1 ~ ~ p ,r w i', 1, n i i, t y, r , t' i, r .,,l Y i {r'~t 4l r It r . n7g• a rl :?~A a. F+r r-,ia t r, ` r'. 6 ar tnY'rtm~r,',r., r, ~r..r.~'~'z, R,a! ~''rJ1~+ f. atttl la •('fk is trA n,t, S':' Iz !`r't Jt t 1 l r r,a..J s: /l r,J tM+34-':"111 U t,.ti t.; ; .,::R ..-!t.':::'! ,T~tjx.l ll ,'Tt^.".b .r: .V 4) R11i d.°rw ~+'nFSry~Fa!, •dtR '(tt6 ni Jril'O{ (!~>A' 7rr.l ♦tlf7:-T IJ[ tY', 7s6nt 14 iA t„ti ,03e]i'1H41A #+0 LA ,1 .nCtEtt rJlt SErv:Ct11f+u'r'n -L.k1't Lx:e AMr::n t! ifl(GiB:.L N'1 4 rv ?r'arr~onr swx,ml3 R'1 tJlltr.rr t.vl, r. e. g1,''exs^~ -7::t1, stara r, <k➢.r t knd"ielt All A ea, It r~r:,2.tti fnpl,GrCnf,;Ititl'' lFeinE,t)7xYfe'aioi!m,,'d:tr„,uvwy(Iit X,.0 t.N,.Q.9tkjil 1 t.xno,sTtnut,uVcrrN'rru{.,1 A,'tdv,stit nw~t:cd•arris:aJr,r,tt A04),wArr-:lgrnt~rtr-itiigty bpFlilt ae'! u 11) k14t?fi'iJ '.rr,h-0~t Ra1 AJ!htiw,t ee:"RS lN!9 P131 at 1,~1'p~i^XrYt 7(E ? rl i-' X.7 Pi ,k!voat•j FM:,^Iwo W ONO v,/un %*At II-Ow a+»liw,- .uc 101 w4it tine ni rarue''. .tsga P. 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Ill 4IY AnNf}rltuJcrirt ni 111 1 a4 Brut r e'`t to 710(1 '6 f+ ; h! N^tr'f' v,sr ~•,?:1,P r, 1 v • n:l -t: ILO S-r: :U1'n, A3.M At ,'JIN !tr lair:,:.,.",, r.., .';11^!4 l I:r. V1 e.•t 1.1 r~n1S'>ty i~•v!'f'rir 01 tF hi,!'i M,"Mi.tt ud,: nc.t! 1!C'Sri tU:{kf Ili l,Y: #E tkn )t 1,., #f~r. '1 xrv»i.'I't¢'i yr t'.F, 3[tt YN't ,p!tt a 1,VU•'. {i1'f11r prom w : , ■ lx t1; r 15 t'~J+o ».~w.' a (Pibb 191f) ,t~ A,61 ; 5~er sWT e~„i t tI 4 ;x~ x. r':, Y vx ~ ~ d .a~+c F•~~ ,;:t,`: 777 . r r 1 labor.Standards Provision; 27-33,33)ACT CD-SAFETYDANDNHEALTH (40AUE5 CSTANDARDS (a) The contractor or subcontractor shall not require any labowh or,1608hie. enplorid:.in thl 1 MML t=! A1c ot f to _pr k, taT'yWi' surrohndino ~r ,%io er9~ ~ , ) UKl• . hIze?~dou 4 . k deteHUitiod+under+ consfiryuction,ts4fity l.p :+vr a~s,, r~Gtr, `by'reguq lotions, 4ol0o ~Sl~k"e, prdsfUlepted i.~~a~,^ is ~i+r .ZJenj .).%fL3•tt" Ditl~ks}rfE n' b n+ t 7.ilk~ iJ IE ~ 1.9~.rIPW (b Tlu contractor or su~co tractor spa C~±'" {y~i'(th`+d pepart t of Labor Construction Safety and Healt Regguu~~~j promulgated under section 107 df : the Contract wor • ~fo1~fY ~ ,w.•.,,.• Stfity Usndardi Actt(40iM qc 3 ~ r,~e4~ tti~a2►a kalcxe Jr.n 11 vnk~low IMIN Joatln~~a 2tr47 ~dkTrru ,trb =~~grg4o:r rfar!a ntged'ifsKnit;y7gr0, ^res! %,jtT Mb ryubnnre~ ~n t~oiz Joe 12(10D freda dafd^ ,'15,btp at;ow add 10 8.7n6u2F.~ 1~s.~sG yeD iJ~3t W r;'a bob'" 01 10j:o" "D er1J 'f0? ~SOntp,i~ 9tIJ k"• a2ats~ ,y na3lt~w a le .~asGo~t,"ar{,t ~4+ nol7:r+°itthoa srlf A31a 4S01».4 .'ita Smo C, 8jt ,8,01t4Et a~;, aA) z4r~8 .t :abnod gnt tics'! aril d7tupsti Z)w0nt+5 notJxusJ~nOa (1A nS ~nfl~~ ox. Jnat~ti Cups osincnau W A r ±nt, ~Gr a bqt (1) miq btd 9d) 1c ►l!; 1f ll}lTt~ t16 tlt ~7(l E1Jnbit^If,;~i 1:1({ .Latta .a ,+E"'ECt } } i .G.ohq 37a~ino~"~r# T~ ~n iR t ab! n5ri7 tzor 1 n0l 2W Jon Jnoms nF ni LION Jnsry q A tonoe Ind. q (C) .sat^sq T'giTnoa-$,f i1D Jn9:rrfi Ot+t X1 8'Ito tj fCia h L+f14 'ifi:1 :~t"1 x(77 5f~f ~'Gl t 1'~U $~_9 ~Kd r rbfip 2't•I'1U'~ rlZoUa 0)"w nt VA.'t 01 n? oizsnttud Jos?nG'sJ of ks~zna~t! ~nEyn,~'. ntGnod yfi tut` is Jttf ino°:titt7 ~,rt~ no boy'Mart tang bvriol~saq Rid of 2t ~i+t;rr ottJ y~uZts'r7 L40 nl b~rlatirauy xr. ",zbnaa 4,*bDI ru $+)11JgowiA xotnt mu:~ .t fuG 10 ktif~tnnf, ha3ubrtu ct r1~t rr ,OCR .!>Y! tbtu~rk;l !n m.t~~~ '1 r~aut r19tx {tquaaa rt~ri2 27~~aaa,~no,~Si~r bob ?10jos'+snc,a +rft .J .o) st?Jna`;O Qrf,t yd bsio4)gms sd Y6m tt,`tJn^tim~7tufsgt pt7t~;rrod ners.fo 1 6 .tb t cc-lay (Rev. 9.10-79) Suppleauntal Conditions (ApandePublicoLawP92-600)aw 94.640 1. PROJECT IDOMWAtt0A S1At't (30.604-41 11-27.71) (30.625-3, 5-a-75) pec,, gX ~C1~T1ON `S181i Will be conhtructid-and displwed, in a p J en ,po tt. a t' the:conttruction project site and/or.: <<, it ,wh s b ' till. ertloh 'of, tact, work ia -EPA fundpdoi fihe ; tacit sign astride ~ct'thd EPA rant' support in atxoNallCA, j_ . with.the design a tbeci 1eiti661, 3ihic~t ar'~'attaah6otts)f.0r'.=y ar4 i ~t1 of this sign are allowable project costs. pnP<~~I~a, GlY ;,Tlf Eta) if[..~i A,,", 26 ~~'n." # ill 1G t,l,j ti API ft~!~~:?~i T~tti^~ trJ~Y?~9f13RG"1t3 wftr , Pz tf not stated elsewhiri"Jn'thii<i specif ICAIonto ..th! ' co sha11 complete work under this contria ithcoa+p a on allrkIA days or calendar days. for bIn ~a11 consist on the 1 aya ter issuance of the work order which s. by the engineir for the contrActor to proceed of a~ itten request with tha construction of the project. 30 40 CFR 33 410.6, 3 650 OMB Cir. A-102o. 4-12.77, . IFR 45829.; (40 CIA 35.35-3) a. All construction contracts require the following bonds: M Oil r e; A bid guarantee equivalent to'- percent of the.bid price. (2) Are g A pperformance bond In an mount not less than 10o peRrcen a ontrM price. (3) gbh A payment bond in an amount not less than 1 loo percent of TWOMPIR prices orate be Such bonds shell be execesuch businesirint and a which bonding company licensed to transact the work is to be Performed and named on the current list of "Surety CepACirculareNoOn Federal t 6700 whichoisornpdatedbannuallyn shoftJulyuto Department c. the contractors and subcontractors shall comply with such other bondiAborequi Monts as may be imposed by the Vantat (e.g•o nalntenanle nds). 6 CG-185 (Rev. 9-10-79) 4. INSURANCE (OMB Ciro A.1021.9.12.77, CFR 45829) ~+AIl.cbntracton,,1 gardlast pf..pqntract pri, e, mt,st,ob,tai n such construct, on i nsuri`aca, 1090y ..f log f re, end ~x 'ld ~;d ,~4Ye! 4 f , t workinn'sfcompensat'on,1publlo llt ~itY,ap PrcPR Y d. i4~r . M(~ltld~(rsf"a11~r1ik,~;as(ll-.custoparyAO4}proP~l~tq. , rl U + { r ~i F ti 4 i1 . 6 f It n 1 V~~ • Ti 1 t 7.C7 e 1J l r ir; 'fix 4r ° !f l i 5. OUTLAY NANAG~i~iEN1' _ . , . ~ The contractor vast provide "a`contract Progress schidule b7 per- vd ptZeAta of00rk+;ln~plice~ind..,~Qit3. ~9+11n Sit; ia4n ° ,3c le of - I~ ltec e~ bit ro~ctedpdy,wntsxitwnulaL~vo zt4tF9P .R4 ~6 4'~krrcclhnt Q-3- has K?Morel tN►glneei no contracts O0,'to. t$" 11 M !t btMttld~t 1~1.4~ . ~3 a c~ , d pnt~a;Zhadl mutt~ba u C Y'[169f;r ee)to'th*) intowfor f'orwardin9►.Ro. A o~,S+P' a d ress - it grcantreot~.l;cOWNadt ',l y tern p n f J f whM thb r 4: !i4•T '11 l % u 150, ~nztid retle# hlyMdf~S. ¢er~iettkl~d a~ P4 a •(~diid:4~6Y~,?IIC~1~1'anteA►r~6~t.f~gt ~or4 fit tryar};'~:~~Y~ys 7~1t',',At4es3n ztfil ~0 t:ntatatvz~~tc, 9fdti>I'ff;qt lfa 04~~f~nE ffrztlt •r:~tsa'sttro~ sdf 5d aJ ~~bx 101 tl04`~3nb~duP ffb nt t:~~,f~aaf~f;.~gt ~r(3 la nvr~,s8 .f'~t,y+ana zth~ n~r~v t,grr~o'rs~I xfr yr 1f~` ~aa~rt„ ,-,t n~ Fd (ft>dr. to »ti r.,~~ ti;d bs'ltt1pt7 Aolv't W~ .2.4 tart c- not1 " 144m~) t`nc ?1)!'1.%,eit) 1y ~{lb' L:' 1377 P,tt:Gllb~ti ?,f3r1t~E'at 10 'tcOf'f.t41r"tmU '0 Xc b' NLNLU qqt, ef. pdto•:;amt no JP,',,a±ft gntt, ~fan1 bn~ bq 17Gr17ub ztrt ~a +~:an;o-fr t,,~tJ:'f'.G+~ T~fr ra'u,sfvr°; tr,;a7c t 'tni! nS ?ryvf92tr~iCi' ~b;I't~((Itfl?a~l I ~IiC+~s' 2'1's~'3NSf";7i'~':e i,"t, ?rtit.,y~{YrR;J ~o zrt!~3J~ft;iv •rt$l.,~~}e o' Sn~'>i0ni ?'.1#.r'?n;?~s i,r,r,~r9~tJ~r:~~ 3rt~ ti't~, JJ6'~JnUl ~panr rt gn(ft!ol' .tJr~rxa•}~t:~~r} ~~t.7~r~r3 tx,4~J 1,~..rrs!+1 ti:'-' s ~9Yf~b"!j?.ff?1tn~i~ ~alrlfetPhvR. ~itfi J~b~.~7Ci5: I(1 ~ @I:fS3~~ `.5: off:+~ ±,1` ~,5,1~1'llNa `t ('1 2'~Cl:k:f.Y~riOJ '1Ci.f ~.5~'IS#6"I~ .~!l+ Vii:) 2~I~fr?t1`1 t~~,=d( if? •~t'1;~Gf9~.,r~.. .1('?r19}~~ n0 (79jU7`~s (tai~~~'!p}0'IfVtti~ $`dtC:ti? t~~!~nt,° .~,a y~+~tt',f r~?'`r.:r<(Ut ~ • sdf 1G, zOVtJdln~z~7q~'+ ?b~1] 5btvti~~ 't2lr:~. 3~t.~~re.r r++o~1~t~~jik`'f ~ a?ia AH4 4* a~s~a 0j'ati f f fw P~i6i2 $"I ~ bfi6 ~Y~r:~PA n0rs~~s~, s4 sn,.: itV ~ fi i Y ' '''t- •ri' k. fi 9N ~r+ref :zct W e rn i k'✓r^ uq CQ-185 (Rev. 9-10-19) Suppleau•ntal Conditions (Applies to Public Law 84-660 ONLY) 1. ME M , `31Att W 166At `LAWS rA ll n$t, ~t~~1qn 'contracts And 4i,bcontraNs -shall eddfom to the e b d nE{~irs`af g~Ate'dnd,Ioe 1-dews to:the:exteati that such r+~iqu r ~,'t 6 `K3t co~tlit~t Oitl4 F;deral ~1awf►~ No stateeent on require- ment of thesi Wtriot'r4diHNfit!'dill1l.be'deededIto"abrc~r'at' any applicable Federal ..States or local tar.- . X40 CFR 33.216, 35. 0`4 any j1';_ k r•r.Y~ ~'..At vt.. I ol) oiNN ESST,Ri TW.SP CIFICAT ONS~vo~{ zcr nn ~~sr~na~ sif b 'ie "Fall 'fb ~iA''thefspaclticltibns~haye beb 1fentilled by 0 kua 41 obl~tOCk-~id~?itit'latton'rlfzipte ad to + kti i rbft itrntiw aW,41to Jndicate„th rqul ity and ,asr,'a t c ~o .7 cE Tt itswlflvwlitlsfactor~yrer $14e~p! erlny (hs n-7 ' ni aetid)fb ladard iftsuwv Robe clearly rx~ Ith `bds iriMN+ltt~byathe;6rinteRJ~1~cAD4411t1ng -~'~°~in 1ne? b(r ! ib'id'~p t1M 'Wh *at~ln461Vre s tort pa brand , nsiv products referenced "in the Spec" l catioe~slnb MR- INCLUSION IN SU%ONTR 3d The contractor shall include all a pllcable provisions of:this sec2lon of the specifications In all subcontracts for work to be performed under this contract. 4, GE09P WORK S,PECIFICAT, ONS All work required by contracts shalt be In iccordance with work specifications, including necessary drrpaapwings and coipletion schedules, the UnitediStates Environment loProtectioon Aq horhis authorizedf representative. 6, SANCTIONS Contractors and subcontractors should familiarize themselves with the sanctions and remedies incident to specific violations of the tervis of these contract requirements. Nothing in theta contract requirements Oall be deemed to abrogate any available administrative, contractuei, or legal remedies of the grlntee, the contractors or subcontractorss or the United States Environmental Protection Agency, 6, _,,,CESS (36,OW) FR 11663) Any construction contract must provide that representatlYls of the Environmental Protection Agency, and the State will have access to the 8 7f IK l:. 1 CG-185 (Rev, 9-10-79) work whenever it is in preparation or progress and that-,She con!r c,tgr will provide proper facilities for such access and inspection, >d contract must also provide that the Project Officer Cgqmmpptro,ll.er,0e,"ral of the United States, or any authorized representative shall have access to any books, documents, papers, and rmr ,,of hpp dr~ ra t~pr, wwhich are pertinent to the project for tho ppuu"rp~e~bf ~k1~'~'ii examination, excerpts, and transcriptions thereof, !j fi~'1 uri a7 7 3it[t"P.3 t1°1 Ybf'4 -trr1 A160 nl6o w.._r _ . _....._r. _ 601-ioq 3Ds°rino ..._m.d Jnu7,nJi 7~R~~no~ ~fdiptl~ Ie~~►T 910 f ! M o 0-10W 1,161? r^'a,.WMi,rYanwwwanw~an~tw.,.yWs»Aiv.r+a..Meg.nwr,M4..+lru.4a.•aM+-fW+n 1We.wVa XR.W.Krar.+.ki~ ~.uH+f ,.+W'M,.tPonPr1-Y.•y~y W4D9!o-tcl' (TIA Z' A,.3 4i ) ~1(3l'?={:~,; YAJII.?~, 16:TT tIV'Y. 11 .Y1 3k.3f~ flat 'Yri j(7{.%tI'L!i talf.snR f'r :4 zri'nJl ! \,1, ~I f ~_t i yrilU! ' kl. A~ CtLiJ V wci'Y Jnwl ,7A Als"I nrua fI 3nvorrA Ara r1Wa W ro0 of 9 5 ! ~F 4'1' y r s 177 CONSTRUCTION (This Format is CG-326 AND a SAMPLE Only) (Rev. 10-23-74) OUTLAY SCHEDULES Date Project No. C- Name of Project Ho. Name of Contract oescrtptjo,n pf Contract (INSTRUCTIONS FOR USE ON REVERSE SIDE) ' SCHCDULE I - CON,!T°,L'CTION SCHEDULE Date for Advertisement Date for Opening Bids Preconstruction Conference Oats DCte of Contract Award Contract Period Total Eligible Contract Amount s Mork Order Date Start Construction Date X Contract Completed only for plus remain Sin LtheSFiscal Projection SCHE.UL_f 11 ' CUMULATIVE quarters that SCHLDUILE only for cumulative annual amount for the next FY. Cum EPA Amount Thru iq Oct/Dec Cum EPA Amount Thru 2Q Jan/March S_ Cum EPA Amount Thru 3Q April/June S Cum EPA Amount Thru 4Q July/Sept Cum EPA Amount for next Fiscal Year S , to P (ReY4 1Q-23-79) I iiSTRU~T IONS To insure timely achievement of the grant objectives the Grantee must provide EPA with a grants activities schedule, contract construction schedules and corresponding payment outlay schedules for the grant and each contract under the grant, One copy of information similar to that shown in forn+ CG-326 will be submitted for the grant schedule with the grant, acceptance and a separate CG-326 for each contract at time ,.off contract award. A.,., The grant actiyittes schedule shall depict the period from grant s•axard through grant, close--out and laver all "Jar milestone dates. The " raot acttvitiea Uhedule' shall 0cludQ' CG-326.:khedule I information tep~y 3Q her a ro riate items necessary to monitor the 'rant.. Schedule' I , of tt+' EG-326 , Shse11 " pe ' f i )1 ed out to hst traate the (41fgs t ruf,t 1,Q~~ 8rid-',arch ijpcturpljt gineeri ng:contracts) ' • ~ be ues>:"ed; by, then rahtee ron, EPA,duH the' 1, t z~N ,r ~:;as3S~ pegrant `l411'~(/. ~`i11 r..t: t(1yt Graff a s-a so, r ulre tore #8 'f, _4p -it"t~ from the 3Chdd~3le. e9 fi s the moil All; Ow"Ib-' a'~ib~i ~revis' uhedulel, > G , .air,rrs `j ppfJK . Tar_ ttl:ro 1 ' Tl each' e . Y`° , t t:rr! w er tr s,> , a.',;a1t t >t,tes neca saryr~no ater rhlt: Y , y.,~c N7n+.75 3.:i} T. 1~.ft PU!? G?; 1t0! G~ t~ ~,9!Y' t F\f",~r~.14'? RtL'}{YA J 9:' l .Ni !•...rF: XJ 1 Lit; 7Nl 4 ~ Z Y contracto)" consti 1 r, t S 3 j(•... ~Fll es and t&'3Ms" hr each 7;,x,8,4, ,riri~~v~4ua1', # "'~QL1~n` #Ct!~d41 =,rY xi ntract'wi11 a°submittedkto sup rt°the grant actixi.tl9srxchedule. r, i , If , 2 1 1 s b d dv W"A" tom. :fi xt.1.:'A. ~ 1 a br m v ( r..i rY§, A:ac icon r c e, E.. Q a t, 1:l ti(IJ - rr;Ct. e S e,rS11 ;ieY i tt ~;.tt.:'S .vii F., a 0i of Ine. r a SMy~It UAW, . exc~oon ra~cco~~rs ; tQx Jn~tl ;<j enk~ e N+_Y~i21F5Sll i,'__sl~~IrS k1 ,Lt ? rya o~ rC rrBQV r vl:t ro. bit s A1@;.~ 4, ~ edul ; s p 4 ~rae a~enr a; a r„ txn+.a ' ' all, ~duliF"►rl~be~'C~tl4~t~~t'~ t4~t,t;q_ ~C~ Tie eOn rac5 l parti es at )•;7:~' `~j ~9ir Atj.,7 IT~71ztrz?Q A 1 7?t,~3 tl l~Ger I~bY NI t.e .11S Y' G'r . ""+Ats1r N^n r) 7i :t f ~ 1."j n Rl; tjt ; {1t ?kG P1 Ct.1 f P. a:~2P11R'!Yt "Yi? rr11 Y. ,t- 5 ~ • !ftrRt{ ~,.r ,,,T Ge rants,a0ti!vitilf`',l,ithvdN.1i.:, e64t> acto'r',4'6n sxr~itl:tOn`3phedu t#`r[ „ , i' Rgni~a 1 g pr ress to as~coap e- ra, the 5 p , sr T 'b, ¢ k rd on' C he':'proj`ec f Tfie scE- ies shall"be•mai tatAsid 'f tfie .cbh'si i`UCt,a Sitg :dirid`.dpdated'at 1$at rt6r)thly,~:'Th!`: n, 1,aYd 1ob,1o' for, irfisp~tt:Tis~l t,, O'iidulei.sha 1 be revised to incorporate approved change5 orders as ,%1 theY,actur+ o ' ,.rn. . t f ,.t F .,9 'C`•5 T]t<-T 9' 1 r a r~f 0 l All t%jrq the-schedules ` wM,'be sub Ated 61'0A wfth to co iblha 4 R. ~ State and orres on n except n exas ere e w su a m e w a . F, . to EPA an the Corps rt: rn rr.,a.l 1' YtEt C ts• x°-+de a.rr, n 5, I:~x i ; r;, t bn. tee e'i~N In rr.a!t +t^"t Td t'' ; +'r„ r ear i.l• to to rgt~t,n "a•9> U°^n ,')I~.;s r r,,' ~ f:a fr >1sr:ints r?-a^yn +.trr:•~ re,,o Sint •4t 0J%.J1 ,~lk'3i3 •.k'S -L'N is .:n'o 17T7'•44S lAtt'al , In 4 MWAg gg W; ty"r. 49242'. IMM AM RIOULAT1ONS , ' .4 _ ►tfoo11 row' emotrmeae wltbout rafad to no we" of U w lewsewv t a.n list T1Ma'41-*A& Cs~ OW ~ nee, eo1w, n1191012. sex. m WJ06al Orlsht. It sus ttnldt thel ncy A III The. ecatrutor Will 00011 to eseh Isbn the Eeeeetay`bf Property PA M -MOM unioe or rewoeeatath* of wafters 1.11, they am rMirs tee the "Perrimi'm of which ae has s eolteeu0s b►rs.atw "T**" n4h eoeaetianee, and that It Will 001rst» CNAMR 60•-OFFKI OF FIDIFUL meat or ww coauus or uodenumalrs ► irntet tt +n rmo.ttetDU4 CONTRACT COMIUAM IRO- nonce to to wavided bdrtdne the old tabor GRAMS, MAL IMILOYMIM ON OwLrbc rg ooa mste is and erN bb s a. trThrot "Curms e Applicant ~e+rthff W "thn it win IORTUNfTY, DIIARTM1pR 01 pa0. 111111 Shari cost oootee or the aplor W a Wtom mtt mmoodukaett" a, INtt to exeecutive LAttOR 1 iwuipw ou+ atane ►e►fhbw W rrr01pre0+ w Order 11344 of fievtember 3e, 111611, with a i and ►ppueaata rOe emolOrmtite contrutoe Oebareed from or who has Oct COWUANU RISIONSIi IM FOR tU The a e uTut C0 hero- dro~rated elletblfftr tor. G"ermaent 0tstoer at ltseeutfee order 11244 of Zlepteta eonuseu and 1040+•0337 anYted eonstruo, MAL IMIIOYMMT OFIORTUrM-. t„r x IM, and of the twm resu'suw& than contracts ounmt to tae t:zwuUTO TY 01111 rdenat Orden of the &crew, of oreer and"ereT7 eat melt esoetiea0 weld F" Kula ii The eon rww 441 4vish wu !afar- eeauues for 0bise3oo 01 the em+s1 opportu ta►tka NW rt%,-U r+auW by lbtemtm I !tom ~Vsoboahe yo eAn by prow I the of 8% temher 1f. I$ft and by Ia1 ei+aef oe t ge ary of taaor pur+w . • - rtdill; reowmiam tad Orden of the Eeen• am to Is+t a; teobp►K P of the treeuthea thereto, at wor. will ►ARV teO-I- 1 AT10Nf of co". E a hb~ urvittant egeti. and order. to MmwlM avotkv~t awns that TRACTORS Awl IIMCONTRI►C►. eott11s+ by PA asmkdot erbi; some" and the , 4 R rail a nfvtiw to eaeitvt,'rRfe tMr taw Ides TOR: s. c . ft11e11.tur d taw W 011000+00 of tweet!- the W Mr►b the tt~erptt yette7 aoq o "it t~rtr yr of louowtW a Orin teegtautaee~yru~ete+ed~dp~Iisihole to r,«t. 1111 to the w»N of M" 00 ►er► WO "Or ^I N~*)¢►*~eo[tbae'Yrt~dfe+La f N! I.i atasl_~ _ Mr ~1 IA" hil or ►dn sad of the , t~tfr Wita+fN to the t the at" Pulp- (b) ra"40 olddd. (11 T~il4pnt M ,~EL>410 D091'., to be. aTs~eed►W t . yM bt at ek" to "Ch Ain 1,11,11'arti the 4~~ata~ st+ ~Teets ^ r,dls t , ~+~!p'~"`r` r j' ,Ip ~OaardiooT r; ~e~q tr~i OOllttlttt-1044sti..,~Di~At1~A~11'133 reslA't~slMh°~'' ,t ?1&'!~%/dt . !nt!olrlw tedsrwy O. w4a twrsKr%io- rowmi 009601tuchl" td.td.In w1h of to titln whkh V 1104 uumDt from the re- Ot lbw X34. ISM or bf rule, Mass' syt~00ag"K . "t"Wrts, of the ec 41, °9ff°~E tT a b+rorow d.d '01 L OF! / r1[tfeli bur ts1 , The The clallfe „ t t11s pli0tor 1rOt tadteds tbftluit' r 7 Wis, ,me "allili dew~f S ME f 5. r^tlort ta~e~t.ot.l as' ~ee~aae~y ryta ry~ ~ for ta► ° and 00tH t{tiq a-11 of the t& ~ ` iaflofitr o11eat of i at C4aotu n. ~ieafd fa t, t . , + t two"E`aad tf.Il ar• 61%11 ttmdn 444.. y y~ ~yy hOth~eer lee ta" 111"NOCK is' r ' t* the ice' tiie ' 'd a itS31 b it tee or ~s~~boe~~'°I' . to k+ K € ,h a it f f , r, the Feperrae ~~~MA ~e ~ ttlH t& b~hi~r~P r , t 10r, $he e°",t,,=peotorhmidr of tale p 1O , , 'aaa i . k4.>s•.! btKt_ 040 cootrW% d titF lb : , subcontmit rkplnd by the Order O the eeotrse%m 14, ee follows W46404 6itlL Stintla0 ► ~a00° gad the refwatloro to ehta 411 to I1f TM eoutnew Will not dwalataru l~4Q►fact(A"~1t41ts1 i Of wt is f pelt W7 eit to j at°r et~o a tam.`rr s "1113~}~ hotiooo~t tip Coll of , Saks sf i0 G 3 fsffi6l 3 y t~ 7 bkwe" the ado the tantno -PA Ion" caste Mre , ssd t} trtll t4► lit ! fl to c, } POO tr«ud dw+es ro ! t► ar et~deULY th 4¢601(N 6/ td`r yu o+ such to their nee. *ot +tlat opr~i1t~n1rnt, wd% aOttea Shall r%elode. bhp hee 011 i eteVfe 1 ►h i{vartldr+ue a Yedenna made in the Tqu~ ~o~o.f%t3yIW Nause U+attod t tae (oflowtni MMOIOfreosnt. up ftr"160" wort tro•lt 0nW be aoD p fari/r i4 eo Identity ea. mat paatne demotion or trsnfer recruftatsot rrebte4 eooetr+te%toa pettlee~eted ttt~lr under- or reuulttaeat sd.e lssotf Or tenant It thle sppro~lioa~maeQ16 ~ abavo ttky;a rtn 11190117 y eutfo * race of p}r a er larva of pots ~ alp tlstrs/ li hOt MUM is i+u sd Ss l (i C penMtlotLa=,mayalEltu► Of ~{1,Ddt 01 Ygth r r r ! awavirtiout IrM - trlJlb dOM`dAi~ Ip 1oFt Feet a" Or u tit D~~si~N b~fN'!h"',. T~NOif04' iy af+wM SUN ~I lrl~ MM!t fM ` s 5 . 6111111 "m of tltiso aetlms cum". 00000"0 aatfreir erle11 the ` 0tinf t Sb 311 The beatrsdw va N aU 1101ww" 110011117 and the of fabot ~ ' and W adrOnWmenu far ",We" Paw ~ tsittla0 ells oa4t~ caatrtctm r or at bettw at the conowtef, M t t fuee11atreotae ift Itlasl etrod awt7 aualtfled 11iotlc}aU trtU rm" vo emider. ataau and tbs ttits~ Mulatlom W nW MOEiLAL 4tM1VM not. 4& 110. slot-trlfeAY Octant 14 Im 12 , ^i:. a } ` i' .'k v.4 ~~"5.;~ P r~' Yea f•. at~aeet/n oooerada mbeontrsetf in CbWAr IF eoquitw: to tK hsdndfd bL 'Mtt 4 commwcnm t aefrt of $141m to bf vatorsaN to fad Y vsq at, an noptxeave 1r+laatu r •R„ _ eru TMA~r ~ ~~~~wny~~1M Acm" dlogravu{O" ar" dYgMd by (ba Df. COnUU" ad ohmo t4 W909 d= I ADS purOWm !0 §$a." 111 0 1»d comatr aft OOutrwb &ad Otl (0" 41 CrR W Al X&A UwtL The o4w =t t d~ aeits Ae >lweusss7ar roo lirearaxtns pub%b" of 41 dW Is m Aarsos To Ounce tlaeaa Da%ovu Q tlab" to be Wd Wsd ltl, WW b a vacs OMOarOorrr U msssn Ono Us") of. Lit 'wm%&moc federslls U"O ' oomobugoo -00" and rabaoe' The 00110`9 M pllddafe attlsssei7 It' tneta in addmm W. b* dsnMO ft. . call" to the "f4t7at Opv t mood abo" ail loft%Z eontrWUM ad the 'tissodard fraint euas ovpwsito~il ~eeamsoa Caarerat elfwam an avodoat+ and al! Dooooo- bveevlwler+ Mt beta t~ese". muwm oonowtom V a00iiuaw aa,, 'the rw alit tYreu" for mleaetef shad kwlade the avodf) olAmte tot and JOW Wddoatr<& ftWa N In 006 forth is thL fad" Was r'tdVQ rA soma" teeny tar sea Casstrsee•s'a &$Pw a fodersur ae;rfed Boost mX4.44e et d- im Uwa ae°~ft amt NNaa boom traete to araw or flo itoo to be vi+` tar7aod m poRtotdSeel anaa dedRaw o.b oi .ik_Mr...tt ' o of so of b sh. on n ail oe twnltals w li eo.i o d m eooeaueeifo and _ ede.F m a" "".o.~'""' ate w eaarb,oq " of 120,00 or ta pa" 10 rlf,ntrdfd`b* tsrtMW M e.a a yas . OOOttfdi and atboq~tsaRf ll . 8e" eeeb aW rrW under to hi mm"Or'dw. ll=y (a) ail ft&W$I oootrfe6M otrlvau rta as 4w, ~t t~ W the CaP► tA0deo1 ~t ~ K l'td►~ •+.^e'T~P'. u t ~~fe+' ~~OONlMani. dl reed lslWlefodOwtleltR ' da8ts s 7arl tht% Cds@aelsrY Oamouftw vttf W a& so 10"W" 04, 7leape the deeRMbMV , n Q 2,- fN'No, d+elON,yr lA rosth la oars is ad rw,, wBrie bnN•nsac b,.;«DIsIMSS•-eeem~l~tea'Oma lf, Ud"m for fall t a" bw 00 all ^,tfell, w 1Ml Citw1M 6 „Mesa - cow" compoome feNrYM. s! ^ Wletfd ONIA . Void *Nmo, Derr mom a11~eO of 4w n€ vo* .Y~ 1f go" W t7lnMrr$bY/riA "h o- d► t N dfOQJfitM~ flat, 6'1 `WHOM;. IdeetWliailGS•. fME d~ ruRa! t N Of t owWWrom so" meow" W@W n.twvi Napadfe a1+W ~s~a tp4 uebeo sm ltsraepw*QwwW nom% e 4a7t xaM., r oa 11ree•ewt aeWtotsttt, , k17 OOtlOe Oft•retN m of(rIR'aol! 11, _ t '1Ottl11O{L rv -r s e ' yrz;r 11 -J.J4 NO n to k,*8s ad tLlf F.~' 1s~~ P i1 r ed;,. r 5L. 78 7M7 fOd tihf ~1pfOttlf~ 'der< tAl b , ^~T~,,..~ . Mo Ot go a ¢ ~ I11 ! MtfW y 01 yak; th t ~ N~OO) SWAN hr~PYZgiI *a-,, C 4:1: In& p•'!')t ~ Ip~~L~ rill ..off rKS .r,.v hi a~ i 1 sv Y: rww ikara. rr t ~ •eoetoo tYatiOlr. 7 +'d d x 7,as (b) AMR tlfde a►dndAr , *d onlt shall !a tbJ cV ` ! Mt •r al wy efnrN h s~dOad.. urd~►1 rrrs a~ - Am" WW t+ fuse bi ~~a cu ftk ttibyt ~ki s k w C4, 01 c? ads IDfttte . ~ ! ~ ~ f~iY t f o~ a uu+l~ 0"S.at r* •r atitrW fnd j~ IL"V ht ifs N/ M L r p~ t t (0) f iaVYW~s+lar, 111^lnr►'tlie rt nfat SIM, and DODeOrlefJfll~Wn' eo~}rfaefw Ortlui p~''t~1 ebddeadra x, r ~ ,,:n tiW tfAttl0 'tlo~ee t0 iho Dlratoa• ' tlss the oaaa4 admstr : W r 't,~,r sritblo x o essay ec rtnrd N s „ fir :e.rtd~ ; , ' M name. 40,111" Maier ft e of the, Z dO ' leblaa itti oO6itpA it tSOa aynqtT 'V As b0d IN tar rtesler. the ••w ! M floa 1rI N► eonCnd. ias~iosfsN etaith+s,eO11N . U44 efa&" bwa star esti7gaaM~ Ibf , 7r vlet&W dalm all tbo Cotstry" t{OOff oO0' em uWF is llrKt deuew" N tY V 7 ty . ` r 4 ; ow l r , 1y. met t add f~o~ s *a~ Y s sl t In If arM ' dg~~ lit" , alow no Il~u . k . , f $ . at V i + t x s - t. 11, k gislaft, 'JJ'~~:pLpL l r:r` 7~ k'r i i7ir• ,7M.• f Y K r d .nlx ONp~~t~ -i# ~)er^. U i ( t St!t JY7M : •.i7 l:Q..✓:R' 7i?~S .ir:.'7J1rY l: lS,~er.'<S e:fl ttl O':f47°'aR~rS4"7a S') k .?•`A.x !+M.:Fi1 1^ ,9S-°!". .►tiH~lxq'y►1 k1iV:78'.'.V^ omm tl01i! Vet, if in 114-IifbAr/ 0[low fA t111 ww, PC iOt(rrxt ,sari,#a.._m; .ofA Fs .M ~t43isk^1P l4Y4kY#'k 1 13 t , fNfikliA ° + VaGhm Ilia ad tlr: iiaeaR eabat 1~ ~ NW ltt . We" U Plan 6 tbwww teeeatwW of met " ° ' oortnte, tbtl0t' W voup* ae yeelowtel c4shwe r twTu UM It mm With Ibo r8" ldooa OW saw" w aomi.adb sad testa u be used r r ~ c~ aWr o: tiw64ZUkk ty a~in1wa~ ra IS t~ , xf~ PLOPS a M .tah .dM w" talcm M& A ~ "ee swam "now Adusui mgv4r" to eam* With sta owl at. IOAt~Mt~ & VW~e6 aa4 Wbefa mmm" worw wo w mw Mi to 14~ sad W go" a 1t~alatur ItY ftm to me go" klaitl " &AN xt"L mama S{ A "MIS" mpwr- pO6W Poe rUa al call Wunt+r"d to whom sad female youth both oa this lye d .a ~ eA~ase ~'u CouvwAr 19 ~ oR u tw"Ta4 sot Ow Ihia a" be We Mw &a in other uw of a Cm~e by ~ 000°a0t°rr doiwaeofed in the M4 Wu d he ro ft v wt m tau eo4 odur,.lectim m ay~eau Wtteso then is ae oDlia~ibe to coved a Goal IAN Gat epowed FUSS 400 om tb.ntor, esoo4 maw b/ It pWem eaanu am wvtto4 co6u*~~ro oubow ° dmal WAN as _ ~ C 41 YR aPart W 1 ea to eetorf tromoes &aim the ~ 10W+aaUmetpb~ to the Dtraetar who tblt aaooaloetlh sod evesuawa u low of au mtoefW a~ 4M34vau 64 4. The CooArawr dais l+ot~ the vteh Whleb the y g Au no rdwt*4 t0 hmaM~ WCOU for P90111COMMA u wedw etfbu%Wa faasoa itmut-4 WOO berAlalae r, mY ontl Iwo w!* *am= el"Ve n theoafb r tbm the C°mu"t°eC000"Wk at .ben Me too- sow or t4 gr"We e, men oroo thavop wpm~ rtded m W eet two to as as ' ~w~ta ~ other betoetlftboat thu the WMCML et ddtaasoa Arm wm* WY wool* ptuv~lMp~dt : itaeeot toe drs u Mal athit boon a. aaa bars a drasoat• en y me of alim~ . ~~mjb d • Abe-job cataias oVtlotpi°i O&UNI m poot7atlae. by oonamwar >twt t~boal~d 10 M buriwal .n .b mrh PM C ~oi s "°°°'t a°° ee°ttiOfteaett aed the GQe r t e g .oars tw the EW iplky gianaeler tl~~ ote.+r.aeaesa TWO. Itl" waded ~96 tlwmtwowq omo ~oov- no tadlltf.. 1s+ s, s: f=t" 11M ;r:19 a >bleWk4 ~ ' y. 'Mb fl°•7 L Ifeltbef a U \S MOL OW ban tullah"ll "m i1t►w 0 OPOOKOW ka1 NF'~of AAPS 14.•00, a41u~,., ylMlNiaL'` of an h lead" bowsaw" WMMMM ' to tabs elertae i:, rdw i» 4, Y etlafa yttrteaaar "a valameftw ~of Women r SpYae s0e u0. 1 1 1 a0&. flow dlOtua" M~ iwt"'] Jhoaalltlaa Otde1 UAW a the macho is laws Yt' ' sod wpm. s ^y Ck" tbwetA7 to,tLi t us y 1,3e t,a t1w of r ~ +vd a& No its I' x4Ml~M. ~!1if~ga a of wd bow" to co d b qi allot be m M bear 1 taw um saw w=NJ oo be Woof ~ ti,a' •be`tl o tip j~ tV'fyc y h commeaW ~dhlrle\1b! 1. \ .Y i,.J~9 ~!t tY NaY~fw~~ Y~.~ i 9. aa~ V 1~.. • }~AY~Md.1 peen to atktot the engaacsoea "d % w !tali v j t 1dlPr - 1 J90 eu M~!OSNetpa grell~ Mot It~ynp to swilaw 1wa to kin TO tfdlarld ~ ~ ~ t xs~a~ti Rr" C n ra' of rsc+rsl lal.to as • ~a~ uw Aoil tJd 1i ~rN'C . i eNl maw t C nre►ti, to k aadellrNatis~l!~Z a ft tfitlt Sawa"fy }6 µi Ott coo , 644 FA "tic" ashore x el esmen The C~ tote :r at t eye etxbe a ,.?WMIttaO HOaI•ti ~1 ra+ IeaRai . is f6enNttllR fM u' too Sam n r ices p ae ' tM IMSMsa faft jWtMm" nvitil to"O' r Mreawta ,,akn %:i 9A a A-' - yam, 1f4 6:r..116 Wbkb t'N s ' + CYaanlaMa i►aac~~t`~{}..0'~ s 1Mt ":Ote, iz ealearllY ~.keel0a4ta1~N Ln e:r'.T ■A11, to am Orw.fwtatd f ~~Q~ ~i ~„1.r~rkw- liot Yi 1t+' 1 r. scw~ a,~./•~. Q{ T t~ trrrpafM 1. \ de[eoae tdt,tf Nwvjw ~ a A + • 1 to 11~~ eaeat>sr caras~ere°`w ,t ,uw de+a or, aWMoatelt • ' h, ~ s<r.a um :j Caw t 11r Crrnlaelet irle far Wooer t1N C6nwN1e. pNprM~ le ►dveMli t" Ile T°" OrRfdp,nNiq~i.es 1 Fr.J: e_ k"° worm" MY1}cal:R IN" S ri f ~i .i tattle lY wr'te &04 Jew',-.~p~, W 1~aa or errlanuatlaa to aabaou Wltb >Ik t: ! ttwii+l a04 f t h6 ft } +4o4w- +b4 and teeease gudwu sod to 4 r W merl. t.aerfwehl ~ t+, J *rr rr + eur~ ,1 ~ U ~ 0 . ~lettit ,x oist~relr r lees of aoMtetloaa fat aptteertiewhw ae raw t a eaala0+. ew um" NON I--- ear ac eraaroo ,7• all ao►trA+t i -rsnln MISIM p01fiM' !f06 11f6 104-fWA 14 r, t L'a. r^c, •~R:'t' t ,4. -7'v, u1 .A' fly ~{.+7~, t , f~ ~ .x l~. _'t:l5. 'F• ~ ° y 'Y:e'l, ' f.~']!b x)~c`~t'a'~.l~s~x~ t?YSrt a~Ps.~~ Oeetfaewr oratend ns Beale M Worafe~sat tar' be In eLemLOf, the caoRn=WS i , ass st ow 3oooeLtNo a~ Im"I~eq at vamom, r tobb"tllmea) le. T7r Cca~fLear daY aw we the Goals and aortal.. at afd Al" eetlalk saa& ude to dlrrtoooMa salon W veaar be- mm of nco, coact. roapon, am or andimm" «ti. The Cmussior ohan eat motor tea oat. snbeleaamt etai MY pmn I r ors dr but0d b m Oorremoat ecvaomu freer: sat to »raattrm Ordr 11340 L2. The cooammwm SW am out wet. aaaedoeo mod VO&Wa fr YWAUae et ta«m mpodf adom and of tae laud O"Or. tacos fJatrm, induat m Smoveada4 tocod• amain and ancam"km of swoons aaeoes a "as mss be lowed or ordered furm cat to Scow" ordr l1Nd. to use" O ftW Faded " e Commas Oeamusno !es aLSr. Ana Omtemdw Wbf has 0 CLOT Cut soma eoeerfaer cad meLa1 M to .feaWaa et ttwe oatMoa and rL.er a,o Ofdr 11t4L m emtedod. IL Tim Ooataclet. to tn1f111me Its omfsr tiaw eodmr enmoe epeetoatwes. teall b' Doer towns sfnrsmdfe Lwow otompe22~4 ioeetsea~ Mda Ifil OusaraN ~ thus a" M oa 1s stbwru aotdmme roomm beans loom is move sand aapY►smot ~se 0epepepo~~t1~en1tqt~ It f~tm eCmaatrqatrar fAm W Order thi~Yylomdosf Mtado►ku Rumb. arm :.w rowtiwaeee. sea Dff+ota tYan Ofa~ ' tree is seerdanoo w" a cm IOdR K T1w cmtmw Asa dWW& a m t0006k Gloom is momor an atpdeswgm- mommmor Rio- =0 901W Is bow MTQ orb be ram" Rica w to dfo oeatMons 1, 1 Y ma/ M teeetnd os the Oarrrammt and to too nasrda Meads L7MU u lam tnrlode for aL4 oftOW" tbo Camas, s4drn16 taM oham emmm ""Mac" Ws" Woods alnLWeRaa e or. maotosoe fdsn "doct mmumm aaebar. rge1lMLfe,da 4oti">A F 6 -1 a tfLESSli ltrlpe. le lsllterb t th doer t.4 trum tats uceto *as s:r! s RUN* MA4 be IMMOCS reed In Ln t dorsoded" red .x to tM domm UM A tAls t IL ! as win lave WW* T t .t wCLI ar outer LVr7 - Lao i t 31aaeL x f i (b) The nonce n4 fofth to 41 CM s EO. 3 Cad to set fot'sl► ; f ~Wrov I~ " 11 M-O to, .1O°°'aad``rMda3 r r w1wah" u 41 r y 11483 sad cow taof tIA0otes tr , Ao" NOW r ZW4 Ceadkftrod ass i 14et► { it td rvq al boau] d fMtlcc, ?Ml ».+ar4 tasarmr~urn.'t .tiU s'`1316~1L~1t NiICt11r SIOb ~ eta 31e.awI0A5•, OC10g1 ~ IMO 1571 ,Si "Wf°.fil .YAQjt"W-N-#c '1" ,fa ift t*5t1*A"i 1.i17"Im 16 !i ~j* t` .ul. 4 5 r f _ n a u h 41 ''..11 ♦ i n r V M AND MOIItATIM Arse (APPLIES TO PUBLIC. LAW 92-500.ONLY~ .i dA i ' : ~ +If ..b$ S '.1 T77i a G'd .1 ' f.r::r* ►i1 r eY.1.I . A.rl )ar.:r? r'V c' 1 t1 C.t':'taitG 6~ 4+.dil'1 w7^raFtos ra nn ,ys ,eaall tf'e ut,:r•r, 'A7 h'~ lti. ne.tfpygcf ~i -tr~r.+~. s:r!J 1.s s tro;s!svsr7'+ s~ti tl.P:v tYiarFe ; "IVr ,e raarf=,'p,5~ fi>urw*tb^at 6rt!J ,at11Q +r,y ..:ri;~ L!Av r 9r.tW M 611 ,fln_ nar:',p! Ill!) Jo 414N "otrwI-4 w 'ms a ♦.c :e.}x~u G>"da t?fM ~anb'! M'^' J F 1 :e?s mWauSt L'A 9tvtm:ur a7 Wzllao l4ev"m 7F!sr'<1tr~ YA Wo ewor fJ Irelrtt'nl >:+:xl/} ' ttts..tcp n+ pan t>.tnh IMwQ aF t'r!+'S+7 U.R:t t+ 1:MmS e. enws m7 e v v iR}At At ur+P107 G! !.t,t },`+•'1;7$!Y~y;? 4'i1 7'} ~s+,t FfFh7 Nt tAm J! t-W+5 at.u,^ H Ab-'c RS A;n~x .r(A12, A[ ♦ItR?n* Q~LD SfJt ! s?.,ti r., ar.t:!alr5.as!wn .et15~.`rtaa •ned9 rn:t:-t..:.:c f•~hkmr .tat tf :a:ia atRLr tAeM!1tiQ~ S~.., .:~~^.s! r xYtf• rs.'S~rrt .aRmve T4 R meow fUC~ CM'1 1W?+MQ f.°1 .\aiT S 'f'^°t ¢ rt t1/G.t Ply Z. by r, f; ~!CJ?R1JtAt M! tJ.'ir 4hYC'.RR tra ?;CA46Aht11? L zl r? xt1! N>EerB+ !.'IJ R51 h ( ttr't.1 n., . t q Q ! fA:dM t 21 Tr v rA: r •e Mwtsf A r!.'k w fwal 1!'.'t}0 1Q ,%A Kth '~M purr IL , ~,5~ l'ttff 1!. CM WA A WAVA Cal~stofatt 1 ~5 aac}t3 IL P! N 1F1' }x "}.>tt yrt'f tdl $ 73 Tr 7 iAi}tQi 1 ~Q7CYL 'L r[ f f ti71. 47M re} rl'1H'eii4ltft r+r~ tlu Ouea►~lfOf~rM~1'>r~ that tAr" lattpvts~ f et7e11Wgt~1r ~Ielrei . >tYllr*.G . 4 dMA of thle 104tlret rxef (tr) T" o1oftd M freaad le h r. swr of Wwrx .7AQtPt_,}pC cr+ ,t► .MV jmnj A Ww%W EarValelletel 1MMA1 RIMl1lR5 fOL 110. IIhWMM10AY, lp"Mm !7! 1171 r. Z6 ~t y i 7-n - r -fig,. 1 11 11 i F :'AT'I. Crt ''F;a s" . ~Iv 1•~. f . .'%..L r„p C n, t 1?wA. f i Y Y'iL P~1 4409490FA tuu'~i3 ' ° 3 ~r~ ^ to t~ 1b~ ~iryied i« W (3J wAnown phyabal wadi momtr4de. aool(eaaea, end pfana Y say be v :S work WW uscommory t A OR he Cot ` fort" Aso aiu Dino {I m !fee the whaa r we the coct rotors 04how 4 e m mb>' e~ms, aonta(rted pa LO . poitoterad and awaerelly eeoo{mWd Y In u ptaoled wttb cite wort L t4rmiMate4 be is cm 33,A8i, 33.9 had s.071 0 elffot oo 4ertw In Wert of tae Chat" pMTWd for sad him sure" stood be Uaab far W ` the ok of (1tpd lt$Od of egntra In tap oorju% The owner &W worn" daman W the owner nau" from ilk n^ (t) .tu t>igi. 6 (4uti had reoiedred wa- toY"Up" the ooodlUwA U he thAde that (ur) or cadre to owepbne we toot wtudn VWA to theseglatwe W m edd"to Say Ahab ooodtuow do ILWAa311 W(er and the epeditodthe other (iphti and remstda prprtded by low muse an law"m or dec=ease be the aootruo U the eoauee{ peotidaa for Itqummod or under, ehbl eootrui we ton of, er We ume Matted for. per. a sees, and U the owner talobloeu we fofinen0l of sae part of the watt ender this mot+acwre ri"b" to pro"44 Ws row um r. CWaMare eoatnc% whethef of not ahSAW u a rtrult deoWo WW omWA N mth U*ddatod decw tat The osaer !nay, at any e, wlrthpyt of such Coodlueoe„ w ega)(ebie ad3UottlaWt sees until RKb Rumubte Ume as am be not)a to the tarsus, bi written Ord" des OWI be made mad the oootrecit tsadttled to rmaUsd fat fLy) ocs pletloo of the wort to Ipnated or 6-4m W o4 be a ehs."i order, atltbp eoeaMUW". wouw with toy tocresaed ooeu the owner make say th*W to the tort withla the (b) No claim of the Contractor under Lbla Uscurs in oomptaWte the ww L pmeral SO" of UN wntmM tndh)dtnd but clause ab &U be Wowed ~Asms the maTtaetor to, U the contrast peor)dee for Upatdated D" Lbwted to caacer}- has area the sorw required to parwvh dsmam sod U the owwr does not trot. (1) to the epe icafim, 4Ind4dky drams (U of " "I'M, GU*SA that Me ewaar Mete the Coalrr ta'e IUM to peetYed, We Ian and dalptuY, key estood We ptrrerib" (ML PINUIUai damap WIN cons of aaa4 liski• (t) to tW %slaotf err yA- of p.rfoem (4) No slabs by tae ceekraatds for an 60111- - dared demapd 000 the wart L eomoirted woof tfai thistle "I ' ' table bdblatoo ne herrmow obit be a4 so earyud. ^ r s , , (3) >b 'the bMWthf~pylau facWtiMt Wed if asserted alto furl payment tmdet' (d) the omAraNon rfabt to oteeeed d" eadpCblfk MU*tiakr soft*& 6f JIM of " the ootspac4' see be Wadmistad Mar the oobt *Aw s x (U Delidt4ti eebnkf►tleo to the"yNide6 ° r dowsed with reaghtog "No" W ash of the snit + a r r) A mpesMtvs of woes , tl) TM delay No the comsistim of the v (b) Amy other Wt* M e(dao Of ea art) (j) TM o1rsN Me aadef chi Mbtrfetar to 'wort arteee trots eetraa etlrae Wan ao(ertal r order (*W& twirl Y' Us" to WL polw ' 094nf *Up" do to,,, or tak"Up an or weather beyond the a"""lrfthdat the " ~ Ili sma w*"*, ahecetew isotraw my feast of the tuft for asab owW of anti tank of st@U e"dt We discusser. IMOeti LM as. U46. InteroretaUaor tr de(art10111M der) &M '4 Y M *100110114 td M aaotbpriate tat. bas hoe restricted W saht of Oo4 Yu " the oweir.,irk b ttabee any @" fltan♦Nr=d the eedlihMb* of tltr of {ere otttltlr eW , bow 00 Uwaommer fat JI TG slWb be treated tl' a 0aneyw Met* UodRr):r,111 11 A (ttrlde'WBWI-of ill or imp` lwit 'I ~r M'b« beoaeml.Tt trr.A LML rdattpnc It tM totrfaeowr dror the ore oeW ( at, the *6* 11►or 0 ft4mbftwo ))tt{o d atta of bompaw gdMaatu/ W ebb bMfeiw' tu~+a "Utm 1 Aotlpl Alga" t1M daN . deetabe>e: %IVA S%1M0d obi Ntnle. J "do of a motraet with the ovser. !tree. ~'a'; ow to 11 aunt oRA lrweeM, the Wdte tine At Wi t ~ w eke of IM'r.eb►M b~ Wood16 '+1tdd1tte6 auaraatiee' rlttlFYftleas. > t o ~A! lfgtflll,:W,.it4Nt M d; Ode~pM s+~BM 3M'hef M(dh 11 it'b~' = Mo4tea.trilsdt'entEaryOii. YMadaW~ IMesw ° J ~ s d Aa ce e.ri5teli eptl.dlei m fbls'0001ebLt too d itaw CWbattre",'dfdettyWtd dreu(fi ','rf vr^ ' r, a order. ILI weer !I/ y4 t . WecWd*1 lkM-W oAd tide),' W a VAgn -w1 d", mast Iagobl* r►Ua: teas r. ttCS7 Ofds►. > ti lust 10, ow 3110 b" pjlI OW" t I N 61MY)WAiw ' am vleemi asap 0, ►.tlt a! tbL'tUMYddOeaq N "t "Without tie I"" ol)f boa 0411+J.tm elanY Ko t OW-O&CW *Ad too ~obeorrttit AkV d y Mfk s r 'd otk"tletlo ddWedifft,dem:r of powc MW r: v' ! : w r 11 , ct+I (d) old ccantred IaddUlod to ft Tli•eoaeraatcer, *KIMr t0 days kft , gMatItewanwn"Mal "PAWb"ftaLaa M arty MCA OAF kkar~~" i~WMlvhit rko"otM de~~ ptyftsllt'oodett W bbf • w"I "aw tfmx ootUks too Q"w Ib wi~to W 66oa w' 11' 1eYbatt' MdK040 of 4di!% 1L! bMIW mill bdllteY') T ) eedef, exude. hwhxtry the fa01t dtrdx AW facto lad the'411LI t et IW d" ifid It ,cr=t"Am we're "Ica aedbntetbp ox (1) for wtbWA *Umd tbn° mo ter'' litntt ttwrt based od defocus fbsolwo eaeat' is ikW"d i10 W) A.b*L In tk **vA% UM fawmyf M fees we tot "Y ahaMto»bdef VU0"bior a'31 leitolf lrorYOaft N %W'J Jp W M a`bnbk M[' ft d bNnAt toted be utw need tide W K4 t a l hai a le illw iri/ tdheitlelh by tft/ ttY ~'I to d dean btdore'the oowuu tof~>Itaae-1Yttt6bvc,t: oa 1fotWm under thpstmemb t" to W, f Wa, wblw:f arty tarip"m No' t" sno Mrzt, i, aotla Y etytw egstlrtd' ASeo. fa bhe wd c/)t» letfbd 1 U fat teAy costa wrwlWed w {hYtr lLtre of tap MIOtrIlt Wrarfdaa 'er 'F113 es s/iriI Rem dstwUn apaettiasleae foe wMkh Ws ~,;p-20 oLn befta the oartrsotef Scut Mare so- v l,: (N U, %f w W*o of aetm *)dm' W UM - a has to ruMp the,r,arldt►biol! WoWAsmo a i'11td U*,anw ie wrWas of Me ad or taller A etYrieWS d0i "pfa(leld Wide) UW pn►+ 0,414 sw hwi t fW beceogeeM. epee >iete00a►Sf uW 7 to oolrodrotn t' Mae ngmn+aatt v rldmr of Ii1f dabbst' it Y 'ddaias1a10 `tw a u 3 n ATN, t11 tpr."'US 00 'low sal to weals yanm# twat a+bnry rteedn Usie:tlu ma rsiblo r (Mtn tut r b ttcrne wool ' 4. pt M~a Welt M s wt#erM and, tlr ouUM I UWaadefeuit tYdef ON duo l~ dt W.Y CM Od s •hh*m, m Y !modal alatedr L saetrSed"L1~attY esceraW tubdee tW ilataii,''tbe soA s1.v Claim IF tit, p to sm Ia OrMucsk b afuat' CM Mh a sot'obl eAm o1 a* OARS* AMY M tRq: rot pl this W Uon M MM4 ahaoer om ddvi dt btWg%,*, war u,p, tbe'aotior $III terAw utleo b"'04 e1 I cape ys bo Lief ttlan the dots of Usal t! beM Wtued under the devise otW"m fro a n,A, so aberw H`34 L. Lndso Me omtrw A vrin I, 'v»u o /artame{bM for omdeieaoa of {ttf ossst. 4fe) tb 1. Under ;114r ~r7 F.A ~ PP•a'+M~ Provided Is tOm dwm>we is s dmm,ey!,~I a%J 04 tool i#7' t' t' . etoA~. , 1[~'' eeV Ot)1/r 1404 eOd remedlM pfev(dId 1!r ^ 1 tp nattrn , uNds i' a lh "t 'f~j lt:tie beet torfefarOR art falls w )tat6runderWeww%t{.' r atatoeaent ~1aim he der may be y to W/ Y0ftL be Ml poyabla W 41 r (of A& wd be t ApUbt WX II et whit it /t cluded lot i boge4'u~f 1p" use wort' eoM,dlptl4odn Y WL" tprdrl' t doom the Ism -a )osetrSdotf or e0ppil t c t, (f) No cwm b did eoaTieciot for a=01,- pIryap ate ftrod tgaitfled to ° e!a"a nueMa eubaeatraeues a aapptldra ere t t a table sdpdgtmm 4tiA.daddf'a m a hay *%Mwtjr"eo 7bettAf. attotlel. a , , , e )Weld it arertgd Ow t11W /tKll/M{ LnM) I to voifo to? mm, VIM wf{htlp Wble taLODMMWtL°•vrfM ccl,n , • I~ r , the owMf amy. by 1 U'm notlee t0 e' i;T AaoDMr4n4dM r 1 1. a IAO* ' . r eh# baatfaekt,'kHrlnbte' 11#14 td tMd (u 710'4460 aba Woof4wo the D0'° n p AR1lcl4iAFt4tl4 e1 , I QMdwltlt tbl Mir bo ~ttb~rr bf Uri tfet! fArtse~.a 'si went Itnl~iF ~p. r r r, lal 11N teMbftitld/`~y T i►t' ld t►hIM apM1t isy►yTttl MkM"t 't+dr(ana 0th 41! (r ' " e belt vWf vooHeM11P1 t~M'tb~Mb/f'pKy'tiY1`►Artl rAi~a'ifbl~t{itplt~l~tipfb kQ tM owosl dAtial~ww 100d`t.~, b►iaillrirfib, fWI►IMiYaMrb'17lWlkattl! t YmtliM. idpr tateot phyAeal Condill0fr It at he tMe low enrttf3rw`4 Aeeanaet 1 err r1~1.c tpt maunWy trod tttaae Indimbd td thL sins of had nit m eMVMtbed the !fat euep oebutloM ~haU W,tUeetad N Oe!ilN7 u tan tt pSgNJOU1 afAB ai91 `47 A11% ,Ct mom Vntlsstw. VOL 14 M0. Icier--trrtogfls"Y. lplttmm V, lift 17 81 ( k 777 . y c~ . v T r-' h^! i J, S S~ 1 b i r: n 3• IC f T. i ~ 0 'I P 4 r` i " Am of rase maUoN d tit aaMNet No 10 , ~p~tCho 0101010 1 com gew d e eW)u of twdm um vvoci~ ~t~ ~M rAtild''eMiY 1• Y tit eirtM of UN d sect a Oe CAM ON tut" N whkti earfotlemos~ 'toe 9otlad of aNtitfYrd ftletelaa deseF apaea,1ddw ~MNMtft T", W seet maw tit ew ract w isrumd e4 ~ at. Lp tie eetwe MtafstaM Chet tM tsed tf a atmfttOlee the do" "M wb" tseSSimtlc~ no" of JwWt *.a 6dim be Near food" A" eti tow d vi tl1WRe *0 tt01 ~tbt coma oHetka tip stab tfralNMM dale et arty toot ecetrset N1O M ft10t *W, UOUIPA. up" tb) AAee rawaot of 0 Um a" Oak 1•1see for" at esto dreg Ypom l of Qetetett4 vtDetldN tgOt Y pubs tbm. wA i t , i I Y whavre ~ " tt Ude eomt»ew Cabe to cub" his unw~ W. h or we vat of Serob Wwr e1w fee tae as Ow the wwwwar a sorbs dais w"m the amw obatsod t1) sort tsdrs tie contract I tM MW saf deunaame. ea tba beats of Mtcr' spodta^ W feeaet N tee 49%WA UW 00 dato am to tab eatasa ged0ad Dios "Mmm N Ale. UO aetbank ti asy. osaff sun have otherere ftptt~b U• mjjjjeR wrifiblaom OO tmq,bw orders of tubooa doe tN the CoottsatM ttecaua d 1tM rarest No" the rlat d toss. there stab be ft• for 01"W" services. K fa,Wttlfe a WIM TU 'taw AO then w w the Cludfd ttos tae seesaw t»,rsbr 11. We ~iaee eo VWW the MmaOt as mormdd. Co@U*Ctw mw I11 above, UN flu "ho, as go as measswr t4 VMS WAW the eocavlo *h v r im tdt Subject to the OtoftdoW of aaasta b dowmh ed by Uw o- w d 1KODat7 wbkb *1 UN tqd. UW oomnretw WW UN Osow nay 64M r dattrole4 1001 at0" w demsp4 %a the ormillm" (3 r) amlesto an orders sad aatdcooSnsts «j1°munia Wbo to be pw to P&A Of w ceoo~w-W U&WJM be. or to a buyer tl y of th" N the on" Mao Cher rate to the toff' Cause d the taro) of tesfna twdaaLion Of daub. twaaaa at saes teesAtaad M tW p0130' waft www for d&WL no aroont of tit TW ecim4attef stall have the octet to of s raseaabie •Wmate Hader the Clause of We amurao Ow (4) As1em N &W ee'Nar. IN &M e12010se t i dame Yosed!! ytlfd 7Nsodre ` &m a4v doteral"Llom vicas t~iA of Uw r%hL U ad worst at sects. ~ "aeebd t!r Uw osaar mw now Owitamb b3 w Cal the clam of madof the or"s a" subbo of for clawaL teal It tlM 000600t Us , " No rolumod Me& by tm tww to P&W w t (e d" WWdn tM Uses aces, r twmbatei The osew abal bars total a wi t W M tan arena so 0Y d tie N.`r ass logubm" TM 00 sW be hu mw to no" eZtMs" of a" Use& ^ . waft t)+N of ene► erdatt t►pd eebooNNW" aw i11 waded scow ow. SSW the O=Ub W W apse ~ AM dsteestatMd r to w eel cis et#z* su eStetsmdlet WNW" of Stan be P W the &Vlo" Use" tletAiW IS eleYr V W oea d totoe slab s09fofd ' i,. s o go) ate Na "*We 4S NM tar d~mm wue oseee @W ow to tbs dams, womermind the td rim estest be , Ycounl a be , Uw keav +i all it tbora IN M x e ty i of spat y0u0da or It as treat/ R <<' lilt sNMer)d of v6do " ' east of ,leahdte of 9' w ON* ~ Mb* a , eleAt of aba0 b {MY lef sY tie ibt7teM or tw 1►h. eO"ol by boo Yiem the tte0obt so dsuf~ 11 i at be VILOWS" of tbY -'Oald. r at>ra+ a = M w ware « t~f tl . -~aet~ dawat ; QZwevil it 04W d) j>'m" We to WN New. saw dda+w ~ drew- de.o.adw ~dwa ebe aEeeiud Claret" eaate~ot Amt. st Ibe w 0 aNd a ibe VAU , ed ~tttr of anorak -40A"dt~w~MIn P" •11s.d~ea' M , , oa t) to N tits! eietlet aM + ro W the U) eeI W* am lio Wood a be 0" to the kubw o tttdaAr4ee g W% rs r d~ti~ ~de ad d tdA tea' at1>,q. t all see% se0etlsn eaAse Oat' 1►e tow call to yt1p,t1dl.dy„~ qe af, 10)1f eetMh7ltIK , . ( tap tee t art ` Ore , w SasfAfY1 oeedeew as A Osft If. of YeWfed ri b ywutsYlss 44 the t+ mtsN. M N w set/ N wo w arf" . a0il)4tON~e ` _ bI t O tOHee Of tan04sV ftR~4le bea0g a~otft d Seth u00se M f tagtteel.l a U^ am yet ~l, tlM. {e~t4q~eYtlam oortOrW 4 w lM "eel h64 baSM the ertmAtwa ~ t° a y ` 1i Ia t Mlt~ ~letltb~(Ibf N A p We 'M~ Oak bMS 60 of 144 00010 ►arq teY wr W We LA 0I W At ,a r., ,..u c dslMtaloed Y e ifgtAr, e:4"ttr: N W A!1'ibd110414 Ice Banat e . %,V (T) Clio, by nwe Carta to tw. u Nrltmat M flee Ytratt M Ira osioot. /ot W oenfnd tat IA femle r +sr. byW Um Mae IN Oefoselim:1 dYeeft o<= tU « Iyrattnda t!e Ooh n , tt bi Im101 tJN SerfllbaaNd a aai ===4 •SIM{i~ /ota Ottba~ « t ~ We Itt{tp %d) W _ 4 i ~c~1aa~~oataee~~ pt t etstrsetoe nt/ a W*O of am acme of. tit ?a sdaaf for r"0 bdin tisA Oct be feiMfM ,!tassel t .nWa It1 ttdgebasef, std uU U1'the and el taeh Mori) t , me st"► flu NINE A rwf" r3sc ttodfr CAI tY) SLS deft at somme am atalYr~ am e0ultabie MiNma t bf t" ",Or r tloteh 14 re °r d tie: NedmWea Ord mu" Pelota 4 arNerte~ b csasf.?he Oradoede eNdtf wbecNfessl+ a Hof ~ ~ ow „ theeaaamtYeM 1t~rtlett tMef ~ t ~ ivy J the 60 se itli itsmaflf es ahVi bt r de iI of Of detw z •v* m or ~ ~ ~ ~.u0* b Of ~ q a ; adeglW Is 0Ndearts~ d be ~Y p be + '000t d ~ d WS ass a tt rsldrgAOaoutaee Made bg tie essee Is the aeathaese NNdSe ° Mile fae ' Wy bo" h fir= r<:as tLr Oospe~rMs w shsY eiAwtfre be waned t~ ter callow dYI of tAa Rona of ~ puke o1' ~.:lu ~a1 MbS°do~d`~ t~fII ~1 t vas SAY 0ombtast or odd r #A* Miaela Med~ow aww"dek Y etch wpm 1 ~0$' ! Y thI •trNleaeAle &SW R'% d m tJ7S =wAkb i,,, t° vat;at', U) mem a" ti) Mwt9f7a00e of sob Park M A e M iroMbl tt= • e u nU*x sad the sect M eamee detffilltet ° cove f ur lue. tl U appears o~ab (1)'1'aks we eertoN Y tW 1e aEesesete bra welgigod s loss as w ulre wnwat ttid pa`Iefa or Y the 'sate MUI= y of the eeat+bo n AN h" S bW estral "a0 AW be to- w}~ PIN, OAmto~tilt o lea r is tAe ata+oi do" of dM+ed!gtdof WOOD" " r be Unless Sfvt NNtdtr etiarrrt ° R t era of the uNRutfae sM tat sbAla NN tt wow* s1 ire dfqutw sad t e: , asde csmar ho of sp a l 10 her weans, a ar lave M Cosa CLA" 4 b1 euttUOm Ut eat of (4) Met mum aao Oe vl"' ebbmtl" N' tba sad and IAN Matra" sr t/me of of 3 N apasi611d StspeM~w#~A New T,4 re""AlAt ester k% t>e1ae, IS QW tM h , (at) wo"d v" q"w dew) .e7IMIja*r" em flow tart " ~~~4t1 =0019w" N tie ertw ,3 i6., ldtR r 8,' I% r;fryl +11t FMW M^aT V'~T'R'~'~lrflf~b~e t f:Y 167 cR . ',1 tS =P•,'2 R. y;11 qs ti^~!1. f tl . Yv"ir, lh 'rd kR1n , '.9 y;T! 1`.y+. 3>:W 1": 7r Room m 44 Im )10-wtAtNloAlrt lrllltm we 19M 18 % R" AM RNiNtA Wflfi L wets sraaas ad troy wow to 110aet~ Wader Oaraasoht (a) (b) PnthrO to 84M ae a rldownwe a" the r TM eonw" Sal" that "omatmo n' od 1 N of thil adsaaa W eaP K tM aNgd" be embad 4 the Ace" la% dope Of WN* (Y drftW by tbo lsantaII a LabW) nfonw to In pusawh (a% plaum g." OWAA v sha0 be wisher a the lotloWtee Moor Ibo weaeraatar IN atftetbN We epaeem)te L)rds""Iutea mah"s 4 t%41mf M w , 4686rgs p "Woos. to tea aatont spow foe as wmt exit oeafwwlot, ad as appot < 61110114 %adw q4 claw Ir ww{1pp~~ dMIYo bM. tan)ts to Pommant WW Pub" Y') moves a" Rase o6. "Was fats r114A " w wo, W Dsrta>lw0s Act (N V.aQ 2Tl-.-Nb- ho doeumaotetioa OR LM pWUWt pot ale"I r "Owtara nbeoalne4 4w am 1% naaa d rho don awn rport and that tae tr0etor wy v(aA m isobas a dtssf to each Is) CwArut Isom swam sad flakes float CPA emdtt e-Pao t Wlp tmdotd t rUM aWeA nrr#aAtrda fota¢rta4 OW h%aoaf V* fasadarda Act 444 VdC. err-If r, ooasmsato of naeaNU Motels Y W. d Ow to 1/preprtsidp twd" Wed OW entm* Let COVOIW AELI-Kkkbw* Aat (lf V.RG rho watndtar. am It If amt asomw (1141 sap how shoo. 114% and (e) Rwone tradae parsRSpba (a) ad Ib) AW-#W at b ndt 14001110096t6oa WO Oro 1d) xxomU" Ordw JIM (nand amplar. shwa, aM0 W saWntaLeed sad Me& snelt 4wwov rMM+v robeg"h4ft rt*tW►ladawrst- so"t oppwtadtyt ble .tiotna Wor"so" OM EPA OWN Wart /tcuws Aw d~w oat or prtetsp daft m sad tlnpt+atarntlns foes. nsul"had. sad under the 0astew sad w" a sues Iron %11(+10 to M esb11't" by me "Per hw 8116. nknnt orders of the drcrous a Labor r for dad of ttow EPA Rant Mom" foe the mob"mm) XPA. 71n owou- oe farther sole" tlut project. is Wdstlam than rowods whL& t L ooM"T "Awn o0armamre Rosa taetabo tt as bleludo and M aubrgd r- EPA assnt~ W ilUwo"I gLdott ~ to UN Tb$ mfttruWe Wuraotp ehst m ptefoa W Leo o!shoe CO dUAUosvtMadtM otl le fair ZFA eturOrst at ehdms uldne sat of soak par slats f "M leaf bass m(pWpod or M oweeaa 4 0136-4) M Co great K eke tte a Co~ ths% of ( sew. e?A frmaaal. or to aa11 or leas to Wbllit a bWM W wilds or rleettn tug eoutrrel "M fT> of It" a eke atnemaat aaglt 00p(0om 114e area rave, 411110 be, r aaWamast of ON ko for • Peer . mtatatssd sad s■ade ►nnbM =0 that conga. pmmmNl11o brPtselrfsr a Panne. s. WrotrsAislosr NO at" w 1cMv rrf Pun attar rue dsse of re"dloe a wmk I ~t eMme Odd irpl i or oemf)M w a ' aowmr appeal, untatlos. datnt or asasptMn IA aePagame Whb EPA potlp o s(1) 'fan Itebt a avert *bJgb tell alalw , malotaktN by, eM oabtrodee for pvand le N (yf1 ujwy. tb0 amtrodw waefas Wt0 fea%r11Llp M anwalaod (With to the p~ryp~ at eegtlrt MjtS ref e a" bobsels 1" " 0r~ =M to Osaadll V600mo ttedar (1) a"** #esn'e aE tlHaltoM M ikY W%tldee>r t ae . , r t. b~lir.^..i aauoeepp,,"b1e akW baPV (he m><F~ emo WD&Wt% ae&W" &&W YWaor AW be" tk► flrhs EO kaki eke * ~iWm pr 411 b,Me apDOeWfdes "t)YnafoM/ edmo r aaoe0ee ee)latmeate Y frame a "on ~ "b" Ia N dYrrstlaa the PWIGUMAN emietriPU w weDarstweriaf iPA Rsea+miRM alti 001 aKoa1M/ tki wok bf ii~~ ratta0!' 1nM se uetld e : e+ 1ti .u: adnstlwt purged' t11ng itfrl lna%/ae.' eke t fat t i.4 A pale (7) aAeaOM"IY r salah Iso0a sma"irtwe Oer1+4t1fl4' a r .:rO ~ ~dtJ M fN."r E t k.1 " ~t.,e,7 sits le. Am%r! aeamr !0 te70ela ab~am~e~ ftft t` 4 M~dthe 1i falomlt7 wyetu"l 16"?& !'f f 9M1 1 i J L {i 1 p v J Yu ( $ 4~1 (a) TM ooabt" 440 olobtatn bowi& ad etred >K4i%ses. tW l l z NEMp1PRpm rA r as 1110edf. d00amo0t4 and "bar a'1deCne dE a a%laee W 1 Ow Legs to (a) L tM feint coke steals H/ e't, 1 E.`4 w1waii, fa~tpr pMttaent k peltaeml0oe ae tiPA tft ^ tibWl%s. (tut d"WjRbm d test a# QW *A, wn~x Vita tot b w pAet trseti ttadar eke esatnet d eotwi a~1e1e''dr' 'Kwuuw .x"rnysq 0110% With famnor so""" monatow It K~ W ~4 INod.a soveyp~b1111Wfi tIi /N' Umn, MF M" Fog w*= sad moupso Consistently sal eL~ et bIbllYele) 4 dffr~ (M7+t r3t'x'P`0 wed ad N CP111f N1,111 tlOf, Wad low of the oftwo of ow X11 t 1 a*~r c h in eded as we date at execudes a this ~ type S PA Id'en'ntsitpt of eepyls e r • r, v. s ssstraet. The ewau%" wdk sLo oalbat4W rr t or 4toetude' tradenast° in too f a r..~Isca the ~!10r4~4~00 Larwuwn sad d" mud by aswedlaf, « sft4 040.,1 sa. ♦ r YSt! 1~e Ocaus" tti the pfopeft" of wroport a 7ff tf r n1NM Nt tbe 'ad A c i, tc+'ef0 %f the volt IobrremMe foauind mOdat M 1041ee1100 kw M r' IM aWON mr; M W1kMe h4 tt s'104f CTS old a1-a b offsd 111 the gate a %s%w0~ M" Y, MlireNM.1mtIMMethe rife a ku st%to 1)Oe a tbY emu" fat at "Old tl4 ow n, , , s is r. kt W tsrooed nsdM AEe eel► 4x8; } r .!r r + q n, 17048 4411 ale(/ (rlQflle tear tnd 111 thaw ~ ud a ww a the Wd a a t) WANWI Rssmstad to tae OWmr. Tbe O.O. l1.raneet seao"a0endw%aoofr a nniwiot t pl► wt w Ihi1 a,acr1 :As. lpl"rwmeaw PI'Obwtiee A"eW. the N,pd11f)sam '~,5. +i t s tat.,. 6sWarw.OA- rb"of pt y~ oft" f a the 1T011%d Otar1~ r r 1t't W O IW 110 sir Ad tk! d . anart.atu of tabow saw. epd (!*ta r t 46tt A fly Platt"tof "&a" 0010001 tonal NuM peloN ~ ~ Pa rw*r or 60 Of Ia dbeeMN f"twgotmf " th a. iL 'r !,'ix e.Y1 re; "0 1141% 60" to MA bPOt1i 10wwe~ P14Mf 4f 1 a r t v7 I n ~ damembl 4 ad ether sa4dsse for LM pat- at efeles 614 pow a bwpengo. welt rod omwbw TM Newt ~ 1 _ ~ e t( f A seta POete%ow Was pm* www !soon" fa oq 0110wabdid Or pWMNr Orgr to ro..! rUq lob Now add u laose" q/ ff/RNf Padw a po h"' aMMa1 *ON traataf Y k M *'m y(b) If the Moto e a (ansedo tdeet- plan a the E;11 ewr woapattilrols at♦'ardad. fteg payee aragat; / 10(1 .T 19t:r: neatmt, the r4e916etOr PRw N stlt4 lrrlrq IAof v+ W euzt a Psv w par% mhs tau throath u6. N thY dwY s/ IN4 Iot llp~~ a) r+ wa w ow pltlaMe to an prfotMtad eemp eegaro cad Mel ,t ~aai " vil) moved amaadmmu affo0ttrle tM aoete4t4 Poe vol"troth "A .Writ Deets In the wool a W ethr upae of petal OW My 4M tMtrado, tM waoows"W hen" to huhad0 f11a prkW aOetM s. t• apY I K, (7 x r , t pa64119131 (a) seroloo (f) s"ew" >d (a) U the *wow w SPA datsrmis" shat #A iuidiil' a s a e Au We ecau"M to now of Itoow sad s.0 ens »lift (mahedlas OMMI eafotlatad In tier oubwmtreeta m asoam Of i1 kM sad N wamnasioa Wash the @=OWL r was eoat u rata e0mtroot Iorolr" nsea)sta h/%!M . . r r. no" parsompbs (s) tkraaeh to of nag robabunow uadw eke 0omt0sm arm Y6. soaetsL oL' P111fee 1pP1101h1e M ail atYye argY% dk"t' ans"d by saw dpAroa at Rums became Lbe Wart4 tad ae~ Opl1~f/.111 el iM Its ) .r i.•. ,^.n 111 raw" Is 0rsh4 perforumm coetrulair. or W ub0060109W turnishod at e MdoW lq fM qWW a( wt M$W t p (a) Audki owdutowd soft the provides 11a0apMte r taaaau4tl and r ptfdof Vo 0anena* pxx lovenum. er dif+ n%w v" b% is awadma w" gmars." w daN r da4 aPt wmreeot Y ennlWd )t1 t/s Mao be wesJs~ Moo a ulkoo Oe a ew"M act or prildne gat" eatatrer a A Pr40edur" 4ddelherp a tee rirMele (WA fines 111"1041 b aka =4 Orbs or ud auai ae a k ofyaa0tl 1 of MOM s W be ndmed wooed"s &W oooau. M , tv+! 44) T" owbutoor Meet to UN allada"n tM can"" oW be *wd19W In WNnnf to In #ae* Parer 3)0p k t ~ of 60 Worm1{(Oa and rats nftPA a nfMd 90* r%d(I UOM dieeenfY r M~~ I fst(1. N, r';, 1,. ,r.aEr rau>n.odt.k a:n+r~ss?r; i~ rs1l+ .;ire IAA" tdlMOi~ "L 4% asp 10-W UNIS"Y, II1W" A 1181 t(at) tt )u(rrk"W .*fhRV%"--.opt A(1 $4 JOY jH1frAa f.A.0+ 19 (ir om~ art: }W r MU AM RIOIJtAIMM! fOi it r'."•Y?w,&r 1,F '1° C. I , P X~i+P+rtgr L'1.1l.7 th1o~11a dM" ~id1►.' ~ ®Yyl M~1'Mbf ; r Al TM"taAaG.1Mi 1• thlG dam Ylp 1LM , s ,r; t t ° amma it" t)M 4 "pwsppWy to feae'w %I" ~ ..7 I r , r.~.R. 41 . , . r " , , ..a n i t ' f . allllo 0e Gnt1t >N ! D or "'CM X11-'.G d) " * nl "Atr AW fir thoi ICIIw t 1 : t 1G. TaaealwWr av Qmftd ll m AV AeR it asmd/d fq 1UAA2o "M w&)6 um of "Ibu to tareecloet ~i O mw (1111 , (1) TW twu "wWe W Ono tha eopald 4" be In 00001*mft alto {~I CWw wWr A^ Y YYpded AI QSQ tasaa t►pd a0k)Nt1oeG of apDapQls 1 7Ae 111 N my OID In" rft%As~ mtSaa ka W lueooMtrGW stjondwd4 Smallat)oos, ardal It T PIP sulddh"O. UGG work, W' Iowa WbVA we asotamw 116 holMd arldw. or otha'tM gdww woof trw Air Act w 11. 00/irssom to n1G tlml Nun rXemtt" O'dw il'Iiir as 600jm))M tft71 Tha 0m s e w won thm my Dlaaa. mmimim DIY/ Y daslsiead V4 sattloa /w SLOW 91 the A& Ad (41 OAJM IU?0*4116 empY 1D9 PMWUM lwekh w sulrtsauaRS DtW for as da 1uca 111O) w Drou 111 M et` aYt10 llill>V with l!A 1r4pt fllpds). LKAnW MPOr4 lisp 9par a w ieeafteptatSop opasum mapual4t wd outer wort sub*& arm *MAO lth " ad 3lV (d) M cola Ar praoedlrlAat lu led WM G $1990 al w ir~dl ~p L QedK rule-T > _ " . weld ul ap~11t1ad (a tla aa1S1 11)da0 4) U &em (G) a,o 'heap wWr supd.rdr "eoutleC 'woe la daa M t)taoS aoni MA p tee vl►dw t11M ooptrGOt 10' eaaGir w aptaetaDm Imaltatkoot aeptroi tend td to ~1ali/e Y "~uelGM p"1 F lWp prahlMWq wndard N tltltaa n• + wLt ~p1y lofteaet WWCh Y p/amulg"" W" u)d an "Was to o rtehtt is t0 a QWta4. 4a►wr Abt or eml"hwo to 4 cow" *%$A to ' t1tW4 Y eat Sella M VAPUS D Id 40 IM, k IuiOaArrte by 00 Jkvbvsmo" 710,W. ftd N MW 10 pppeMti C 10 40 CM All/ tldp ` AdltOey M by eftUt 104W Y ell ° ♦ x t • a b' e.: r stn e 3 ~ 7e in atla0 06 the data of citomr4M of taY . ! s+al t n e r s c d aopwat ThMe rw to kGd4d1 MV ~r MttlOd r r a, r i t l 9 . rc 11gstM x°G/1ettai91>tgfQL0.LOUa tl+• s(t•,r:s sin:?rxrir°t trt t ~Kstrry,l,tt x nt OM dpptlea4.eai'dIMIMe II►aa Y IGOG1+- :M epaln,. lvlYtvrSa 1` .cl"ce+..<efrf,"Lw drlta a.''?a:JtK,7 DYe. Yt whom sw ks pw$. t1 Gar memo 9a0 ! raQt11t1GIM M. t. R 1 * , r> w aslf pltr'pae'1hMsco `m Wt~ ;1"a ~YN W"w"1411x. r a to 0,01 a °aa ere:ne+a, v7stta el a M. IN, p~ow~"~mp~ 1716 t Lr,l1 ri- I,t -r,ry x-, ! : a't xVt a'!3C1'cl t r Y ford t1 appd Nli C "taw MWo allures 41) The '7,l t-310 be r Rt a its x a~rara n 4, r [c tar. Q the t10Sa%l w lINp~O ere.. a'Yl111'1ta t1M0 tMIt ;e a 'r 1n ' trc,sn? a x»asa Irt +Jr.+~ ,t( J xcmt oGtarrtW~.n. 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YtT1t0lQ, JY7. 't'r' .t •t Jy . > ,ntn 1., rer v sr ~ r 1 7 z jtw~. eta ts;IfAli J),nA j►, ori11tlt r!?iNgs sd Jon 11Ai1r 111 1Q , ,:tk,rit 11Lti'J r':!,r'it t.k(~J 1r4o bukns7a tit110tJ7J 73 t11U It1 t 14Jai rJA ' ~r^JWt3 y fi'tLOt. r: - C. ! 111+tJlkl .YAuiwh».+..C4t 1164 t J.)f .[t W:&>f 1,'JW+kfi t t>,eaJw wa►~r V01. ~ N0.11~-W~IMNAr, m/w~e ' 21 ♦ L` a r ~r '?'S r I~ ~ z ~ r t fs SK~• • .i'i d rr i'c 'r. 3 ~,x i.',•r~6a~~✓`,s ,~p~d~n. .df t ~ r ~.Mk ~~z~p.r ~S[~q~M ~~-j 44071 lNtAf AND UG M110N1 10 k,7 d6mmow 1 my:a>w Ilan to 1 pAala tll7ia AW 1ifld-Ii GWnI nwk+raxny for w► 111s1a W inn SM. Ma spat for tes sad : (u aKAiw Watio mm sysfeuos;!Nib➢OA 1i t1i1 Mi='1' lh4" 4I iS W&Vosuftu GsaatNl my sea u my own MOM. Ws %,hkh 69007 to Um grmw& ter) 8e aeoeoMrym(oorr mad mruw m W" Room Sad procedmm which (0) 1. aooomaaoa with 111.090, m laced to ttw $00000lt+hatent of the O N~ "au!" ofSta~e~, WW greater to raQtwort techokal Sad aro)ect w tM+ Orr 1oea1 Jews we asld orola N uefattoa troy tM PAAa1 Ad- Ib) Be M m the iota( of s btiatetariy Lo" (e wool that she" sysumm nanbtsstar for ttw Sdmhllse zdm and executed pwurrlttea tOelrmaot (rrFF-01 W mhtbaums, requt a00b of U& triftins at oru U my &MUld us terodale~d ~ tote) " te e for `ha"`motetar~ /or hf~• W ow on OA groat. IU Regions) Adaalals. idderatloo; "d Vosa MA l* bau The roRosl oti b*Ws wUee►a doe ant Moo" tho (dd) of be In the astm'e of a great QYltea'a aNnsini as sreprdl o the ~te OO % ap ldeati fled In oa+as:aph (a) of that "e• pllatMA of Orate or, low law to !Earl. 1 ufri-)s Deca.+iswa bra" which W determbed (a) Procurement reomda and tuts for b tm my y such law, Toe =Admlabtrb- j UM64 QA rompoomMiy, parrbuu to aceaa of 110,000 sbari to-Me todowbW wrlttft 14#9 ~oN t" Wantoo to Ede UMAY std oat" Gonamilly. !PA w111 only o rerfew x(11)) 8 for 0qomoulde" moiedo eK iraatN 0=40"m with y I+alerml fey uttileatloa lot lack of eompets. droofts " Admjburich dml r r wterms. The no. (2) W aoeept the aalrammto appti0able to a arantea'a tine if J+compecum manprltte to the gi PsAme,r determtoatloa unit"" he proou"ment. 90""r, whore epeal& type of pro}ed WWk to be performed !Inds; that is doe roe bars a ratbaSl 0011W Ixo+lded In thb chapter (es., it "O+ured but b dot obeSbed; Mad bads, "1.1(t) end 10.130), ZPA is reepmtl• (11 3uw for swam am at pslou. (0) f9ehrwPkS State at Ioal laws, 0s, b% fOr 40*011atns d,mpuaM with IN 11w grant" or cm&utorm of Uw 41066M r"Watloae W ptocedw Mors! "matremwts., groat" muss "tab I 6W as""M 69, biddt( w p pasl"ra porreioomi "or ~ 1 xjWT own MW a - .4 t,i bms. w t other %Wdeee or ohari sot ba Ono "Shari make' p*01" efforts du4br m cop!of ueh r14. aq amen4 0ta06T0d In @v: Nds or pWm go un smW Wdpo sl ad mblerleP. tosr th of tAae epeettlod to ale (Or mbmlz"UMIA u1 "Pty •,ic#. bOSiaeer •O(rrnas of Sad 1 !0100. davium altfao it subleot 101JU4, f e. t t P( ,+s (a eu r each ettottl a11" b en the re"irmeata 41!!O A >Q!A' ' + I emorela the •mOsbumt foo"s, oopy of seed rn most be 0qd to oomWA tot aabaz-. tttfnts"..el to the onjed OlftoA' a0e0 ° ob ~torma0 wft Podafal tav AA the t r n1 me hC7 o raw re Wnr 5 i Mg1-11 /pdAOeWMs, } b it .tAs x r ` ell' v ' r , „ 1 N ft Nea(Mrael. le) N aorta oo# powylos"m (1) 106.1*4 01tiAn. w ~ r c 110 (Of bide W L IPA Off the Mod Stet" 1 b~ ib ..y ~ be a paced to ~A~► sub.gr+amalt of work ks ooar:. Kim wttb Igeh woets ; be ~ oW11truta of 4~lm+>. shalt be wrtttea Is, rich a rAMw sit to matlm ! D!A' 1 an to ash fa lctthu3n 09 rMn14t l4r ma" ptoprlets"o "d"mmy. Or Ttw d s3RrKlt trmooomi& Ms If Ili.W-Kak N0i1 bmd m- Von V40 Umm "a 0-3 cad (r1 to 1- 3110" ' Of eo nepiad sad ! s,1.q~a)n~(mKu 44 *11,14011 ` T kA tai' ~W lrralrhaz t stile subps,)t fail sonic aolialw" Iettated )oleo otawbteat cod oootroCt peoM~ UWW , two r 0oatrslM'Mlfaudad~►!11 felfaii~ rt<eat; goMerer. Eo acaotdt bft Ritb~ ~yyp , of MOtn1aR r,r bit au 136.2" the Reekwal AdmlpS+ ISW. 11 of u )oat two brmad aamlea of !reds pttOp .ntnttu," s a srauted 11AIMMtL a" pr- tech. asm" of eoaipaeuWe atlaitt>r of !alloy nodes! 116,016 is prtupmad rudroo k", ~i ahal mad U%t • Wstaaea to the ad., us weed sad a" Moved by the n;:rw t f SnEoS'A ro.,,ii~s. ~taigr:r:nof'p/6tatratl0a tad faf0leement tt ally' Rords not coml." 1t bew of tre a 10/!M~ .GtOMt!•tfpllssril4rx cx G ,r,re eultted to trOStrneat w0ttr efamel are the itsm moo K) 'hie 'tifaa!e! Y 3tae0oaetble' Art cs he whteA pa tITA irsal wma side. be pre l to moss M4 to the Re-blr !law Sd11aWAGa'asll taehwttrt it,asa t.r~k s,1 Adro twtot or GS pay now, of the ptirlrne S W A blslr if 0,11~4 wdpw e mom the MMIMaate 1s, `t~Srdasta 7lsiax x „ dy Ma > t roof b1tWe to the W e (►0a4 a we JIM , dssatq M ` ttfitheis0tt0a+~' vbteh IM" be a>rt b 0~e~r pt'0sagnte Sri aCplal to the Admta~ NO ease! arid' NratltbWtrab; t !!;Mist the d*" "MM '1'M sbgie bsN bid aaOtladtmr ' tnat end adorMbprf>t►":+allDae ;wl"C" k vtU With frbpadt to itsonbsps* UOAI tot equfpm"t sad pkrte tot d0. 00 0th rM11A+masarY teetered:: (era lubplst j of pet 11 of thll k4ulit a" Oms 0 bldMr M ffl~:1<rt+t0lpl Mr s to >o K 4 q 60 It fK.0d4 rarkis 60 A IS tbG i4qlz oM~ftJs~n a os !riot W 14 plrn oaRe olat#beraR ttw the bte11 for the /dlbeb0 ~ ~ 1'afwa ~i1i, Pro1eo1 tgaaf)estlaas abort. t1 t ' ' A p t, the exteat mWk@bte, pmde for ` appUcee to db" rod. ME wl} o LL% a" Im be spo" Of s °MIMmeMeeTm "Iff 4 taaov E~~~rree ;t, threaltt oomaWthe is s" W In tide to obsotee. prb0aeum" or th *Ak tiaaaem et mm" ;low 1H, V a. 4% m ifhMwrOlaMA►, sr'mtrA lot )oy1 etMi ,tR llaWlrlil .rfatWiavw,.ytr .bar Jts' ,J.tY .Mmtt++t1 l/~g04t 22 yLr_'ur? s s tp- a,r:> 4.",'t. t r ,1 ,y iM rr 1 f i A hR1 ar' !~lAv rl t ,.~,,'.C ~'y s Sl "R Ply, ~~y yr "~4 1'kl+~'!IYr°t.tt~73'~~1 P?lE/ 71~»1'i , 9ti-..7a 1Y? t ) A! ;C4?d.1 Ma AMR i'R. ~„r' 'qT , ",T 44075 ,h wd '..Rr Y.-`s .f, ~r4 lt:*:1 ~`f.,Yl)1 ''s ' n- 't ' 01 "Als` !1 4r'"(E1 { EimatOtaf! r tlretil Olfi OaeeY } 7 i pTOMa prOdvat~04 L ' Oi bide or propoftbL btiiloa 404" Iq uMhiv t3 t~ ~ . r Lai ix" 4t Is Owl. a~ :Oeo0lMli, t 1►aloer. 'f he k ~a ON of the faee#•rowAt os " -,ti PAsill "hoot c that • guy tor 1I WO f ~ ~ h may be woad m or I R f ijOh W )LmI" SO Woos portiaaa et a p►o I r A' y p as 1't LY:' r,! J` n 7Y. ',x f ! !b doff eee{noa nfftk0"e' A aDA~M ~r f~n~ 1'. OOL , 1 a a c+~". alum Shall not muht Uw 40 oaf „ S pN A,~ m u~owD U 1k ld'°I ` ~ j , r ~ awari ~ ~ . t< wticturw ma~M" *Qwpom%L or, proem" bbkb us kmWU W W ankh 19)1 "d bA W"monablr. ` ab(a only from a wt* worn, SAW" { ) TMn~~ ea! r+►llabio;~ooueew lto ►4 sDatf be "104 NJ ~ In Wrltlt that not to bt►plaeritat the (y► 0 wf peMot►'or 6tpantsatlon um Admlabtatae deter ago bJth &a oot awl the F40000011111 mlew tt{~' gtrahtae'a rntlanaar has , proytaE~+e.' {ub~ w rho 1foVuty Ads qty Obbill Mnea7 r @t+Ada~da Eq I to 340-! (a) thrauih (d)LM a►I mfeta the pattkulat li►) e brt3el,* a atfrlata, of pip. and (a) of thla Obduote" Etlnlet esoeda of Iha Rf1 pi{M ~;w elan f dal ~ (nof kind to be and or (b) It apt p p~ wOt f not w tip 130.42"b) of, at a oAd- SIN Of ~ TA*u y to 4 from atottalt. of anOWW , 010 thilr §M ntiautaatmoa " ' f ¢a 1MOO ~A tloo (tea f 18'f.V), solo ass not ti ifield btedu" aM esaaod46, by Aatl+rr la' TbOW, t . VA MW~ t Ulm W nrtatlat+tared En um Neared at"" to atidtk(affi f tbf 4ntlpoIIutfon tsCa4reenea14 old S}r60P k>teq, tf►6tuehy tutl ad reliooabty aruLa4 shf Cleait'Alt Ana and tba mmmmW jg:vw doaatlda be aatlatutary 4U&W tor. OON: 11 ' (o) ► claret twtrlettoea t Un parii0ulat ptroiooC or IFer M1 forth IS 1>f0A90-i 'fM of e:parlana elauata" ' ApWk of tilt PmvfAM 1 t~mllaalVaauUlooee and 4o farR on , ~tioia of the Cww Aft Mt i, , y t roQatetgr a petept safattlYct(ttsfa tat ' eoat►a►7 t0 atulWataeal ao4e 94 to WA FodwQ grata ftftdan Coq ha►0 q ofFt nWeat3oq ptoealemsl►t aa►teeernta, agb7oot .to . to Thdar4 aofN a l~ Or . q tf~i, At b! t rho W Wry zt4ab►IRtator'll 0040uF: may, 01 kanak or• rr. t , ~ tx . ad W oraanlat~tb4 ,~s ~a ei What, Go &MW V OVYCAeia'.;° ~#otil~ To oar l/tabtt or ti tip aM&4 am atb r f+t"W 94 W4 f tf tiaNftoE1M ondar tba n~.~ y~-~`y M u of of tfii m`a~( OUjMdL%PWyioettoe+ants of 1, ~f r: ~arryyr~~►~ blddtas docvaMgla +r• 7 •r j Yw ^ q 00 ate ("eat for Which UA nal ]1 „ 1*4.9w l" CNe «r,ilip R N pN{~iy yr_ a iota mlwa.1u ; • ° it { ttiitor raaal►M to applkatloa a) ~ ' hfuM matntaRn' a. sld: " d" be Pet+n" 9 ,11 1 t. tm emu 00DAM tte0;r (ef' tw 6ddwnal I Whkh a t,,ut flaw r"~+l' c oW Vvem thf MlarnnOm of W of.;,) Lv Ileac a dulna. Dom art + 1 tllltee ap to to QW ooeY Il tN litqWC&Addo"s aadldlto at pfoleol t•~' 0N' ur1y "Wit no t { k: r t, i . w tr6M'iwl►Ifatidfa ar,u : r i . aAy r jrti, ry Y rv~ A ~ratkar { c' Iitr"t1) { ali~,fy~.' taata:lp~s W.. is a ` f r' j • ma 'w is 3 fated ~IL~ 4 (fiU 91 aestaett , pafle►iagblo bys u9 al ad _ rE iq WAN'",Ori L +'q rs 7Yl ~ pe", {►1 bffWuetelofaa h{t a )CA {/Llpt L, MOtANa/a~oitdta06iQ ~T ' 10'bf Utatltated ~rrn~ ~ti~ tealaNal''.t S r ~ 1 fir?=N1%1157 . i fdrihMO*WAW ',;wyt~y. f!'7a(1 t Arl << f~'tsitad•1o';t9R1 Jy►`~ OOat ,of ao1 Oae►pMAM:+ )!ht w=t" mutt "Mrs M* lrrn}•1<: f/ndyAt+ sd r otirta{MKttan api+ffofal tom{ ; Wtbn t3~X194 tM offloasa, eoop10TTearbmill thlaadr t" sa4 1,@ ,or t ea, 6f''tbo°f*0 AMC" mltbo0 fofr;r ,w.d #a"~ u'}N#a"~ ,>"at Of 17oltew 8tataa a (haltrE► ,a osWai s'>! of I" eat a! ail E4 stop, t ae'stap R N pffE 0zae1~ y aten ltrll'lfoodo0elatta' 01010*(8)aOaam wait) too~ekdN,m1maatthbj"r'"q taeaes, r annaavayat ~ m ?K(laaf : d iM~p0Qp4p ~ ~ awes ~ eft,Y ~~~y, ,~~y~~~ r+a 1,fato ~Ika;f~ 1 .rL yp/1a ►b4.St ~ ~.tl+att ■ dofw~t)d~1Y~~~F a Y Lv-Y. matal~~t't~tri:lA "k'-i7119G.:,ry ~''Va (v- r prwv ~ l ~kiln »t' O)a04 Of tA1 of tludo 9f('tl P b!' k+ eta ooor~i.uH.i may M ,e ioea aoaaual. ~f is dtaNr4W c; (bl:!Inw., r t % bb p f i1 M+bl tibMf ~e fu altt► bttatiil+rr~ (L I1 T "0idart°"t°tnrlri. N! laid bWe tiWl 61d or otfdtbd Defoe taR IWII,t! StW rmol+ldtnll'+% ttultM t tW.. i~t1~ ,.V 6atrdhte+ Ell & bN dtty,aooompl4had laum eti►bfa bf a0t Weetfa. Cotapgtatlanas,t tilij rM , W is of the loth ao00(Wt of p1ta"d lettCtL' e t 1 \r YAMMAW'-lili 60A AA jm -arnfpti $A*All t r s NoMM gylfm VOL a`" 100wa mmy, winoilO A too A MOCt0o Mq be POMINed wbJi* 93 0 UM&COISA41y reat.caa eoaepedtlon of laao~euoo. m~ -t + "~"r:. 3'.:N.Y1 4 ! w r* 4K•''~ w4.;' h ] t 1 .ftA r..~5, R_~L, ~'fJ~.• Y> q '^s, '.v,.44076 K%M ANO IMIA M of " ObdLWW. the PM)oit oakof (D) tW pfolOi+jmioi' fde g&V I am-" Dolsomift W Saw ie' w ~.eim , p1~QW.,t ewtllleWratl M Dnx~ln.uf 4~Iw, y,,,•~~ 1 r+VtsQ}e`~~1.11s1.Y-(fa`Wb~ ~aff tl.,r',• tr View > • J.'. l ? a " £ I' ~ ~ MtldrlAl ~tdtet3OfRtator P i". (d) Bir ebaD Sr : oooperafa with tom, W *49 . iowod a► ' antao IP Its AWOWIRWY Of De000.' M b) A.>0ga1{ tl tW ntoeure~ anQ eba b `r ..c "I' m to.ni tho aotla y tslsaa for ans appaeent tnant of aoq u* 44 oda0>taol of J!: r,a profoat rd" tto(atiooa of latr or of fianulleftuve vim d tK'aioadf of ataosarda at 006. y f Rm MY aN 4*r thm 'r, , MR ~ 1 of 1 'Tba Iweal) *the (t t! a ~tata aprt~rr,bellsrai tbat am-if W $(A* ~nL.tll or aa~ordr♦t~ lReh d a- ~ lacludo tlho ami r~ipuin baadlteles , and ~Nabt ; All vrr earmenu w2dar is now of do "Omw p b pr3SAK"& the 4&M e`oa- eed M Dr a*woor of otmder this ~a~fyd~o. 6m~ar**~~ w Sla" am rrww.e Ow A4 r tYY relattrrs to Yw+ ~.t4 , W YWY~Y Nf~ . Approve M11°yl Ot1#6T dalawtut arm. uDt Defet>rlla. aeaonat , : F tranaastlort, all # t/=its. i Ukne YlfatNd of ,~Na~a~ n.~a~r a ,_FI I&a-1 8a0uWiN of nwa+r+~w(a ft( d PIOMIS b• Ir4ms i I ~QatAOrlalrl0 to .dqu ; You" adrwttrval. wait adaM, b+aluaad, RsasoryaWo h attata 0 daaorWJbnar asalad aba4 be obtaJnod. (e) u s BUO aptjaf iet~ tbat btda, and pablta opsaap d" be tba (b) 8ubecraanuata for sn)a1l D~ map~!~ 'a proopreasgt o roQn!#ttd matbad , of Droauraman¢ obueo aoad not be to the roan 91 a.4M lkabL ondt°`p`~ t,-~ of avo atatutas Iaeludr; the alma a tmteaa baaotlatlan ttadar' Daeas:aott . laterally 'uaeuead wdttsA Kv'Oreaeeats or opuata to pto eba (b) Of uds act" is man" to w whom a "Me'tata, tmflatoral ,araa rWJ Y do N U.t130. )J t T oompudt mmd proaunwmc0. • ebAso ordu%l aalaa atlpsl ota(aorFndb and 71 lii, t tftato aaaf et" ( M All nsootlatad Drocurso nt a3taU' of and'pAaf 4ootatseuso U4 tbo 11140 opppaotM by 0. be omdaAad to a camou to prey* ..abir bZ steed to atfdmbe Mpete'ofkl flop) tM, Ot LM juid to ibd RUMIaamn TMtantloo A the ptv' w ftla ott"I'll rA~ opaa ales ft" OOmpedtiaRapptagfloia ; uws is "d be wefthn anew c , ~ to tlk14 trill a pf im wart to, a ttana H. `bf TafarNfft taaa W r',.14 a R } ",:FaJ'; LTho {rantae tlIS ant to bOrlatM tpp o~ ifel0a IWWi tw~~r.,~,' wW s 1bR t=~aN #IOb!. R Y of[#~7t +n , Or I 7 a11aa p yam- r ~ r.i. , ~ x~+ rA rtFrs t~ .(at*.IA~R'N~~T~T +K ✓ { r •h,,.;.1 . t I"S1 r(. }'F{ . 'i SY.w and SUN at »4) It W ~ w!!oh , ~ ' AllawNe NIIa h , ! , :..1 + , 3k 4tp OOddlif00a frAlti.+, f ? r + r 1 MMQ IY1fii~M.l ie,M o um dour faood to. lffwo~ Used pramimrA °t 42) W !A*1+ 4t~a1~ x 1 etaf (ot ftol,1'lr` t) a a: r ~?Yyyf/t, I tv+ l1' _ONO pwahmm). ..rat,u. F'! Y'n ~Yr~« 'L ••y 1~^^ 71 deb ettrad -`te ' ara0(tbla MY~"~R n, (1) paraoltdr ON. U WA 41xr1++ 2w, a W !ru al solled 'Yr JJCRCI . Am R 7I_ Ott CI 1 J<f0 00q, tlts MW' tta & wltb a _ 1Y DW00 .IA (1 . IE Y; 11Af! for nadlealls"do". trrtol' I b! praotda atrab ' 4"MoAtailQq t4 3 W ~q ONN aAd ;Q IJ t vr*1 00 ra0t~ 15 6' . Aw. iqt b!d' tid0lrfnfala,"' YV(K ° C 4;) V woo: 47 t i VM tit Caat• ^t. F;'y t bCll&) ;•/.4 . fae,°iie0: 'M: f ardat ) ll 31 'AAmmrt:.K•:u~ %t ~~t,t•)}~ few ~►'wa ny~ •ewe IJ-4 0,1,Tvi ir tYts 6?ti°e'+ ~~p 1~t t '!ta). ~rl ?..b'IY `K A'1.~ 7th RtiiOa. dMX. r. 11) Ko fMD4n~tD10.D1,}{I` 9 11 Drta lanlr have tDlOalattll ' With a W tkoouncsrrir r%w71U oatred 4ffsr fat9M1, r~iN asowablo,ooata ofa (b) trlletarreaaal obtain cad►J~lo wall Von" tbi to 9r >Wn llOr11 ttwbM for Cacti ,ofd 1'' '{a 1 fira Ind YI ' M lSi~v R' r +.o-. 1QMMbth%IfOrtwnti o0alr:tts! a llrlol',1rrltLeO i' ~!]i11c sr lb►Na 1ta and 1roD+rtsnro 'u •wRj jn, 1fP1)I.~., y E, ~tr!n to oaneaa! Y wul uan rtl[" b{tlldarl A*)1#fYl t t of (uoblt.OtOrI~ t t;~ipr, ,r Aoatar aafarap) Ile la:rl or ~ O t l l#A, fII~O,~, a Wd"bi, ~ by SCWL4)r. lash Jaw. or jW is ou IN a(1Q 19Yt1 {77 7il/~Rc•.'d tJ rr,'s 5 1v o A# !Bald bf t ltaeni o0;oa ' IMa tt 01 " a t4;, ...4K ttr' Y u for ~.m1(1Ia 4R r 66(# 31 C a91~1~ i tl#i ( Walla 3:4u~ut 7R5G' 7u ! 1t r P,+tt i z,u a ytt r yy{pNnMf / tW C7 tstU?i C (hj/NINTOW. flIMAA g11t)S4 4oll Mb~ 10F•wA1tY~ !7/ ltll'"F~ .(adxu ~t r Td F b."r .tr twvn+aa .vt:xn*++CO- #tt ,rwp ► 'nq t c>ti' r 1, all!; 24 r t I S7i r.~~ t b° 2 f eR. toAa T r".`,.~`} 14050 0?A RfNS1~'t.t~+~l ir.iTwJb! s 4! >r.l ti 2asJ hs;r+b.q a,Y.rlTr ~zr,rp n}}lut~it arc esi' tC Jh~~ppaI oz) CLU y ~ v { rttliq . Ya7;Y \.ria.x".,ac4', hriw kd!! t 1) esa;i ,{~,9~1~. ~ LOt trantCf ~ ~t~.. M,~Y a tTd 1JHrP !`U77>!T t9<o a$1 t7 bAd J t Ahr.4tr'tD17T(} rA'~~145 $i`-lj'rL~ ~+r11!S I. ±aM t1r 9' ~js. R r r ' di T r c.7 w. 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' c r , + . ; ; A epeallleatbm. essr Of s u 11 } U tto,~tlollVd jJe6onreyatt7t 7h)t dtetlou ►bbUN to oooeaud too p df atwtolf for himpa lou am puf-~ fri0f`tl" t'plOteti MIt~M ably taster ta>tus4 of bm4",NMWbo .k 4 wrd'dj t rii0eobsri+of'dP OYOOew` a oontmU !•tubasreemenU) ID wto w of +i lb ti~~ teems too ► Tlops of thf C" d! a` wwift tntdfe thi bFbb': l 110,000 ,curd d by " for MU Ic urtet Jw ttrtrd[A twokaks of UAS. 6"a r Aia 1ep3 ylo(t,A?,r~l 1c.! Erv a 441 v4 tl-rA'.tftt.^of thiePf~t~~tilydfli►ID/'piFfOrtp~^~+lb 7q! rto ~xn! 7a } t; ? tah,l I.at of bi &W + of,r Of prtta• eonttaot,,lh1 llf++a ad MW 0, 1 >i1 gi e,4 r M~ef~lattee v_R"01 4 o a~ usuch of D41 ofle au Q =btrlt rt b ` !1111 v aotbtr111 c a Y TM`b1t1eN Ydit titltl bt fr)rtfMd" ra ► method for t71te'd of tt ) o0ot>'ttft v rod pfrlordtofi oRr rho jtt'11MTfrtalr a wder one or more oontruu twu*41'°- 4) z1RMpmitla Ypa,rep ODU a/► (e' Dhttlr tMal9ttfa fe do YEN (t d br thh'tt1 a jd WIAf'~firms t cc tf111'. Rr r.bf ,fmpl0yld fp.rr ptOtM%,U the lit SM4 A~1oM1'i (0 for fetw'loeoael tort'wkhoet114' r>ra r , I Q" ra TMIt, X11141 '10 AWX 138.!lf-jt;tob !u lnral arir 70 .t00,UC1 btdditR .r:olY.v~.,l.ina,,3 aAi , t)(f!beYoito~ttwteeats~,lksty+t 4+i.1► ~.bon>ttthtpewetA+.wfvduti,AU xr 7! rte a !Aa otir rz >lwsv 1o anoi w v ►ri:1fH! sload"Qw 0644w" of mty /IG11Z~io; e.eteeAlltalaa tirer(,GCt ►~s~IW Petl~ ~f a y~y !i,M ~ttltA ftrdttiiN t(tliiFib tt\ kafllj Lacft bI¢~tF~o6 Alf a flltld Yttei% a y~rouM jJ t111+ BYMM so mawAllbstfaef<Inliltl;:,► (lttm¢ 7tf~' df 1 / Of Y'tf011W11IP~ > ~ y.21\ttb~! uYt 6 "''A'A f Of thf t ptilltp o0D1rt4t?!1 rfq 1104 Of the twol CoYw itOtMN ItfW'!` t!6 t)ttJee;per,baf a/.)tt, . rate pa tMCrt>n 7!trt.•a r. ~!eia d~acs ttft lar r~~tp~~ t~t,~ d1r~ M y pr;,;_tln A"14 of UK or~aavocopl•to wr,~to trrtltitl'i~ o tEitit'11fr~q y' ie~r a ~o for bWeor ca MAs 14tIM.G07Mtlufol't h11t { A)iu! aomf other aaap We t of mv. t q a txXrealYYx7a) • aru of 05 1W'.y vu }wprz q s=~sta1Ci a o4 usce '1'bf cowpUWpebC ot~lsrl t• re n~ AlMU461ry.1l,. 0,4j 00(ItYf~r/)K11'I am ~+1)1 7~S.rt~3$ 2U 1.10 e -+A'T^~t~~J~\Rb'aA+\tr ficllCldixai4, tlaoa to eaxl+ida f►ft~tcK7ty 7q mmwq \.+Mrn hiut%$a 110d 'salt b ~~~pl u Clt0C Im to ~ ~.~p ~gTa3'u77 cr, \•a}r~ Ltir tkt"~.'A~(4+ji1 ~f~~Dee•iiltt>~;bRiF w1 111~e teaoko .111x, tri 1>~ltllaJM'~IAI/d~l~l~utsa :r+ e.~~,q t i a, :rare- rr•, ~T an i1Prr, .rWt rf to> ' tab 06teteff Qw be tnMtd afttgm xL jdl formal fttvd tlei , U wW 4"Couattoa r, (e Wrmttteld ^in•'"Mokdabbe with-, ! c I1i.1wls?jv6rmm W"KIMN , R1d of a dt, Na r,1M f+e W Amrftbo Mlth tha'loDar~foMr t^rsmcin d e ; a trttx (t) 1'.4 isfblte,totitr1,TMtuf!a 1xb1 out" 11,71 Wild tft%w'1otwo t0 Aif tt~.t ~ e!` tt n:v VAIrp !a ftwllat4taoesevl tw o m i:'N#R1 **ts4ft by L UNct, QlMi4 t r t, v -0gc l Vol 111 M, ld1TAM dd Orly tffM , pfiq~j ! ',ftl ~ bA'ooirlLr''ttMaNf'syr JI@d>i 1001 ttr (atobess"llwArtttlk'bltl ties 1) ° 1 at tit tl bids 04 Of Wop* OW14 And tram 11bari . ' 1Qr ~tab10 wh~ W46" ; rn 11ste f 4 tctrlt the wftl}td 71 . n1en0.\c 1041OMttne4 r` • foes! ad, 71Mt1+1b1'. 4UEtW eon lillp• t»t}Y~,'~flt )f'., »ap iAa wtiDlai stc r.IFM to eatlaeer : LROAtWl.yi11~A,i ~9dtj f~ Sl r 9taih ther t tM is o[Al1 la U 1 .u1 tit (tr aroyn e'1de irut tl ciao cr to •aw t r M , In ec;49 t•~ c6 e t 1!K dJ qd J11t be = 1R' 00 sl Wscc • iQ ! • r t k ~ ttttd, N ~ l 1 ~ x• 7R! • wfltrio"`~'N~4t3~,"'~bt'"~y~",►;~a"~4~Pz'°~` z.; 26 L~'..5 r : R -TIRd', e §i_4i v.1.. ~ Y ,u... i4 r•t 0.° d1 ''''.Tr: • t ~ a•r i '11 T64 s rlr>, ~v 1 hQ!i1~0 !OOR Mitres WSCUN tOdufte Uw 6two d• t1meC a v., IEtE ' ~0 f ' f! • ,Ausm of a fair AM tMOg0~D10 DfOflt K, n i + s pp mw1iw1 Omtsd lopllt to total perlOt>fMrka (D) , is t di' etlet~ SPA°IK MOOer+'d0°' A' "d a" a UVO 00 applkmI of a a ° °"a" s, to" t Y koeabl! t4.,e tlflr tm pumo>r a e.ao". ftr adgf oo06'a to bM~ 'tirdsrs to co teacta 11I t)~ 0ba>i 4W t, k' ke i'l 'b atn► d~XPA dnolQI Y doNwd n thaw pp~itt proa0da AVabnd bi dads an emmi oop Of 3 Mdr~ , o~ :0OW• WSW S7ah0 Oesat00la,1 to Of .~y (4) Appaobrists WaddenAl n abunld fgvww t60 WUMS O or profit u he m ~s.t``~n };Mto of thta nbchWgt Mtwr W OtbOe owww"O l Ot prk0. ta0 ° 0tat , ,1!~A t~+arral eoei pelaatplr4 (pl Rslstrd O"tt Relatsd wort shall (Des plOrt l X thlc)1 EstYR be tuM for tL0 dat/ralina•" WC be M~ LOW It" Lmsoftts t Qtly , R ! ISM and Anow"Wtf of Doom USISO )1 SO 6titodor uw kW It e PSI } / : ti [ h4 00atrartOre GONGS t0al1,' 00.000 ald UAW*" atOld Uw n• U) CNt tw10u6 a Anow a w "I h& Q U Of pah (d) of this (a Otfpeal bW ,0al "tloo. !be ohaen ord ooday wttleh br aoootdaae0 Ni(h tat tame sad. , d# , bOtb adlWps and dad0ot![0 JO Of' el ooatnet.' tab mbpeft v per'Ia~'~..''04r°o"d°o~rltdaa"°°'pw foe . 1lowapre, vbra oheape tl 0~u lt~a FOW the WAS OrbWoks b~ud0d to 41 ( tt any do0to ftau iaddlgn or'dh, 0looeod li perreet Of we of(agd 010 C!R't-l0 p and 1.184. hamplM bt ntoNda ttoo,000.'Ia4 ilaulri•".'' S costs *Web an W altawabl0 tmd0r avaatJp. AM tW SoSal dotlae obsess , 1ha00 000 1+ I'Poludo+ test as plants of pW%Mb (d) of this 81 of tan DW Ira IS dOnllloap4 tas 'W4 uaatua to. aatreU moat, mt~ III_ be appBabta, • , , . + , . ,<r, Pont" &W er►Mw We MR WOO t0 Oat t' dlaaf0 eow Ottder a, er r ;V) hui0~a tales of 100 ,On00. bv$ t44 dotwWAW if a saw 04 pa 0'1 dit ; . 1 Itim prla b0 ox be eOOAlat06 .a r r 1'.: e ' ! L o of w Caailp ordrr [t oX Ma(a) ma°sb1111an ° N be seOOaataa, C6 prwee of saes ~j j ~ 1So1a ~ 000. ev ` t Wa apOe ut 1 p"1 vil" 1 • , s t,.. for oortt soft to 410owdataea r ld) of Hth Met1o~ NeW a.t rl' t~)~tulayweaaaerottad. ,►t•".' „+"rt~rs ~l.aZ•n'., ^~hm tin ;+rr,etrasu ' t8) Cosa aretlal, Mltb' MeeptW f0eoatDttafr~ t) 11 1",,0141 ROW-40 (d dtraot o+othhsa0.' alberN ° . m" ~ ~ g ooeitot!¢bor. tM ldoatlfioatloa, aeebalataWo,G 4►tn 0rI "•I'tA1aN.~t wal ale, Napo'" 0dutpeaf. std oSLIf eetK (r e~tlaa at anowabla sad mS+ r n 00.000. 0_ IM )Oral ~ at t plan lteaaawrl' t0 d00ab1rltl S u rent{ r tlma of wOrt In UN tww Omm 02. plot aq amotmk to a>OrnO rayon to + W t' oar's 1100 Opp, AM tes pals' N a rc t i, oot0e t1f0 ooM of ROer[al (►mbead 9d W ( ~l0 Ordfe 4 IoM .t1M#. l apt ~ s• a e* oban y 1.' t . aeotlori. ThO mtlbt ~rOn, k A~ c l 0 rra, ' p Ordr! mg bl r t a0000tft fdr /Ilea oasts 1q L%"4.. H0~1~:. r7m q:!i ! . ,nr.+~; (0) 1br path Osaa ~ 4p ~ ti< < ~ y n -t; r,1•;, 1 ( .w y A ~ of 1141 t1N'Ot106 dlhW rubmli Wltl~Odt a0M and r:,, , • ry „~r 4 ,f, wr so We emm" t00aaWuwout" tat, (1) 7 7d. rt f t tfnr~ Aabgt »pr1 611 1 'SOW" ~ dOd„ l~Y~f, r I ~ Of ~'r q 001117 II t~f~ eli0lpl rsa i eA?ol!~!u~wr of COW 0 ~ 1 l } uM a oertlheall~ora~~pn.~_' mhorwbe Om m", am u nom: (d) ~ffifoiA dtF{?p&Mw4jl1A t Falb p t ill ~t~d~ n., E of IAO►.000. ta0 r+tNatik asit!'+' ~fts, to raboOtl-, .K anbr'' W tho' + u l t+utot0 pOpWer ffaad~ (dklbl+ 00da a of doett"* a!0 ~tala' V dejF w"tooar matreo sad pulpmrnti xf (d i) ~aSW r . (d>EE) A, p ~ jj 0081 kwuow ,halo d t &U" rN t ~te 1 t0'ectil" stA~ ~i~ty 1 1 A ~ i'F~ a ~ w s i+~d ; raai0na01MNM ;1t OOeta~~ad~~ t' OL _ 1rP~o001it'eOttW A'ffYv6' SrlR,f'd't e) ~i~ai'tb) atiddlgotet r ~t[l s 4 (~d'~ 11t r >a(art1o1M Ot m OO16dwoom ~noiw _ ~afSeotWtandofleodnhl>Etnafr~},1:> taws a rbNe 1 `611 i1 A o-11~~~a~ + w ~ ~ n (A) ~ fOr~Ott b1 W~{ a~~ r 27i 11~Crt t idaA Y" ttoatrtlew ipelPa sere assn 1. •ti [80 , ► Grat wDtta boht bias dW►reW'io tW, +n! l10Ct gild dose 1nh' of whkb aNp~elt a:neru OOgi difa tdj nor t l ' ~ ( bt Qw ,Oft"mo:w dw daN x , anti trtt~, ti , r a : , r. ur q1~q, q~ iltlt thI S1AY tenea VIM lf) in ttt'thf'thCtr'Iritfe Abe srl.+ OZaf°°[ ta! o~At4!,0oa r ^ VML ate f rim to ~ff8tu $t,tw • ~t" tGtlr t c r r,• n r r ~ d 1 P t o tL ' Z nW Ob 6d a f 0 re! djii»bA b~ 19t A ~r~~ dI,EE q+~ t,in Ya AVI ?d ~utF tt4ItI a AU ~~#T;~"atRNtdMNf;'t a ,.~ri3 ~.~di~,a'itTy+b~tY-filt:.7+: 26 f ) 1c t 47 4~0 ?4 ► MAIN k1WAiWAl r- ~z+9,17-1 ►it'a.`,~d>too tdttlrretlbbke Y W (Yrithrr prreent W' + r.A[NfM bel°v b 1 „ 6 ~i 1r1~~ t6 'enlr teat vmnut asewalgry to Woeo; V6.) Ib1 t ~ , n- - Itf~r` dt~a uu!Orv rr*:na',eri ~-.,[it~# [t, A tnntN eby nhWtM4 Vp to trptm Ked k 4) Tel liWW" br Ohl-' ~.10 f 41 9 'R1tei..`- ~i M tee' te0tl1 t F amu by W tabrteater of deteraelncei, at Its dteaettoetr that Met[ made ^ ,the, Or #A IN teat tee adntredta Is 0414 OQkw emidlem m" a 4fl ~ titdmalf va4 taeM Olahaed Oroaui of them A to s, OUw 'elwft t) r tM "',F~erttsatps not meN t)uo Ti We@ fOr euRArA a >'r 0 t:um"VA lAwylod bode a~ e a . r•syr$ of IN ot" ee rntw y ,kdw kh NdMt- r, , T to o0atraet Owehasmet MW to a" } Ups ne=o"t with" re0°URiw ears".! AW tee t oolldd i 001% bi tM cafe of ter !fret Pftw*M ditlon or ivtr#c4teer, k rd#W et rw + thi 1*0 utee aato tot o mwm dam b" Weed Of MO Orovidod by Ubs h , i tlf) The ea t lb perew of ter Cana" at Item butted of to of Prrt r< km each :w ' "I UV ma0dt toe prOJ Futa a0oted by the tfbrtoat.,;. , Wrap. r. s two a ry~ Oq qoe tube (s) As wed 4 WW eeotion, the term (b) The (eretbtag wte0tto0 POW Ahklld W aaothel poet~ WoO" to oontnot "form-.!,rbW be hapfemmed Nth respect to ° f;,-) UU) A. ~ 01 0a* vita : r- Pe°4 W " twdeurered, - al] ft4q oJrett !ar +leleh gtaoa 8A4 ' UUM0 ttofpl►ted, pulpealat or ftema fncludee W er[•a-rpectl#oa , ate attet ['"1~ fe) yrbpres! poyotenb~": Olafea of oontt+o/ pertorota0a •hleb 1l i97R' ApP~~e proKeSON u awd*.1t►I, ^ Y #►¢e aCt I[re reeeotrabfe, aflooabte W the Owl " "moo OoaeOdartoe edta te)e poor + ,I evu+yargµ t" hat, OOndateot vleb 1414100 Od few nut be, 5tehtded to the t[fd doetimm" P gyp bi OF ' aooept" s &00*MtW$', pri~dtri 4 ' ~r oah nt'°trett ~tla~r or br addro• n pro t4 a or ftdw of +d ~aet~e~ aoattetenttr +oP1~0. 04 :d1wt betwe We' e►a" dwar taldod d0µ mR pW retfrrr a tdta DI~Itravf! . +hffh arva WWO br. tw Corr .*4 as a amw 00"UOU In the sm; (btlb 41 1Pvarlent or to a rant amehd6e0t.: rr, ) r0 b'aodevtatite t1t! (0) s[troroe[nrw; A atbooa ar, [ "t U PrOVINa Whl 00)d ft the'" f o t M 4o- tA4*,Pt~nt b7. F N!,F,. >ma~ tmPteefr0t t)ea feeelotr►pepllt tU qt ~r;~,, •[do0lti Fq, r~ tlVa•,w %thrdtith".'6oAWet'amee~dnrat~~p~ pt'O~wn 6f 1 tc a r* tt1..Ayyt~po1sit 16 Um dltntee-"t P, bf t . 1~ r,r{R ~ rr W py t~ r r l e) ader ~70~~.b9b•f ' O/ 1'4 ` r Q 1 Ifr 7'~r, U, tk'taaM°lbede rpm bf'wr9m r; [ of ltnlted itlted [ K d rp tt s 611, 0' 1,Ob to the fut ) lnLeflet 1a['hed Ott thON tt[6da;'t'rrt~s.1Y 1 'to l; c'e ~1'aSa 1lS4A "x T. t'.r1 ;.4013.1 . , btt Of 0,11 ~ b• ay ~~l.erisl r isw4w wRr1RNM .eA MI+l1J:n~ y tf5 4.~t a•4'Y^ PGr; t;rp1 tg [C+. Ci t;R , fA AMR ' Emnd0rte l~fNhiW t q~... 2 G# d, ~ °b~rft110 ° n w to ' rU t et'ut bll °1C 6'* .P 1 k'J lr t~'.b tlMileTClr it a It)i .ei ,~h''d A 1! c `nc.;e rig ' v ; t~ at t d rrc~,!!t+! "~eidQierretr ria/Ir P,l4m eeerarttstc',c'p .a Of 016 tf) s by , c xfNR w i'b 'lVt fW iIf'duttdl)'of #0h N." W 9RQO wy a- n tM y ►tY h1p .'~n}~R T'Yr~l el 4J aRar~ t r e0`nrt~~'4Y~lrt LPWSO"WM, .-,!y`1tY.~`7 „a!'F'Ytar ~5!~7{~~ .t{ ha Q O t~W{~ the L WSW (dt . uu )M~}Il ti.'J41t'17~1?! C.f!~ R' t~•~~~~~V re A 19- ~ ,S!w ba''Ct11 tip wMds JYF 0 M idol am A. 8s# p r 'at R Vi "(0 +y 7' natY SAW )2i a 1 ^;Il x 7 1 R17SJ tlr . JA the lay od1 (dX rr li) i e~.a ae paOW'1, erfthe•fd a0►o R0 •[cr, 27 a.. Y err 5 mFA~ a, A i .1:,,- . r. 10 t 1. AW:lI~OY~AL~IOM a. ; z 44Mt)*k eonunt .yau k _rr 4 aw.t w.o~(t ot/~lih WO (o.i..0mjs ca){ d~ 1 tee f"'art t~41w I Tra W1.yr~J /NM tt~M 1..• b i I ! faUe.td. w M. 1 at" ad" (1/ 1 litata wipmIifwk,. r ; a v wMt~lls (}Ciii} (7).I 1'ts`adl tad sharks:; tWd wtot M.t~ owrltdas'ot r. p(v Wh f a t (8) MOO aitwfflattloOAX a', before nodot *U: ldt . or prppaW i ,,Eaney►. t pn► r r (4) IiN~b.~IIS aimiLsttotta oo inbr !Atwib . wr~ltMto~o or ov tvh41r the tleemNlt awlydX t r 't f S. f'r i' 1 C L Y~R 40004 aw Oppo to (I) { I6) I71.IfA-17 Vtiud atW otMe OW., uIty to OgordoCto s? t oe ~.aoeW Mf . tnksM144 E 1a ere oorru~ aratioMk h. r~ U)'I p 1~-E!U UIKOu"Am W 00er (u) to "goo , wbm an aU*d Nis Dcs+~t ft 0~ th tract aaeodiatottX and %uoa Of the awdfloauoo nvutm to wrll lgi tM a< a writ+ Y of ltl Ap UmNs tubasretsnat oisam am" of I i0.a &U or other revuWa. other enttabif meKtpt leuob a~ a eiq t 400 a ai, 614" f. 10, 14, 1%, EMU of shit taboart that utter rob- epunw ) If; now clam U& (u) tat tbt comp (o) The award of nDOOntrecLe Oader pm.1%t t It the the s*u~ anow n of MM No deride & the pre oth k(te *etN4 Parties of f cInarucuoo ocakaott tat oeala above to p~rmmis (b) N th U14 protest wet nodted by ~qpj cod tb! the ganb)f {!ft)ila 1 week of tLs tlmf ®u1) (".~R L ape x Cot that L>u' fraotMti wefttoa at other )r , } procadow of 0 "as nouft Id a" pW boaA(i) bf d coats m Own, (t ) MUM' l0~aatharfud by must onmpif wkb (bxI) > ! t1'ttttt t 1tMmh cwofodiftUft must be 4 tArouo:6 (bxu of tbM a we11. to a eWtab s u the aiadolu of ! a A04 bid bood( by thf ,9 ter witbtd I tnwk astir tbf ooaepitia~ ~ ! ttu~l ° llrot. fns hft retetied the 1lantool dete ml- Which wthkw the t>sotal chap b' tifttaa ptiw for AMIR tr)f Of mailed, the oam- anus 14 o W" 01140 (3) U a vwm tf Olarf VA rkk'of Made- ~ o of f ffbr/!Nd til06f ~eri0d ((f ~ ( 71 ON4 el We nb0u$ OJa/i, be 70 tsa10t/ a sraatee't peoswepmt artiest >r %A" 41 1, doeum"Is Of AdnnW dfrra tlnio~ Atv rw 'qpm p ` ~'y R! tat wo' ba nat»d h ttN. ir*AtN, i : , }a) withto , tbf ~6" DOW. l4 pwRwb 4 ~ ` _ ( ;,d r R ue (bleb) of " teeuoo.'Ths sra im is r reepon" for neotnttoo Al: tbf No. fbtiditir~ tat befarf this WIN of the p(oww 0 bf ~ toli o Is aoe ea tiod wtth p~- b}'I Ir p z ~ ntit of this eeetfoo, except a('( ice', z brier! Ide, JAl td) i1 7117~41b}M8)., b ) L + ~}t tW~y c4) des({ ,.c ) ~~91 r}lif~l y~r~ }t`, : a its? ' qawrapN b f(e)ot~of "MOtlOtt.sswWwriewAs 9 s spted fm uamtt _a ' (e)) ri A;ffii sae paragr (02) of shier beetloa hr a 3iGtsEr (f ' ~fkfd(itrf sM r. ~1+p1fV. 111 t rn ~,,.w ,itis ect14 f t'!C! ~ IOU( tQ . . d lflY 11(td11t' ~a,~ tb)} 3 A ~1+ irofl3fidoo wn }eo~~d~lw~ tDf p6~1 Aa' t lIW Nat Amy mJ~~tor fdr`11 Ot X11 d4) t tatyt p~ I,aa U~ or • Itttf tai (t x of a ifba~1 M1 ttoo t y,~w, Svl {c „i, wl }bus . ' for f after 1, f t retlsw tv traaeaolf the d ° Ab} to 91°1 S('i 4t'~~ ('Y. triT' r t ~1 ~+Rf.i 9 RY r,t~?'J MOO* ft.w%4ft'4A)* M-"*U 040 28 77 r~}':.~i t L'~~~i , a~e',`iai'4y' v-.: e a,r .t'd}+ 1, I~.• r \Y,♦ .4.r i tl..~ .tl..` ~,r, maw ""A"ims 't$ %44 Ifti Pfs ~rttlMQ,.aao0+~ufl) t' 02M y,y o~oot n' flj r'.1g1~.. K. 1%kja :PMkeE ~qti~ rcwu 0 t0 !o ~r .rf~. w at ii op • the to ~hm 10 Uft" rl S _ .`.^I !;rte F ' ~l ~1 n A~a OI lh~ MUM% lot r"" and to" abfOttid,b..trt►ondtted t . fAls e a 16 , l~l~pp~ +M p Jas t0 0 dm the -by, fw ~ ~ for +a A ^a Sat O~tf,1.t.O~~t~,~ri~N.~EONIMr000. TbO ~f~01101 U14 14Ctim OJ D1 i8~ A&&Wmbo),w M"m UVAMS bia d► ! \ Iirteeb, DettkiDao4 otuea ttaabt to as ! w" e a"~ ftt tonw"Uen 01:NN ixot"t With a vW4 ltlred,x!4 asol •dequ. i Ott864SUM0 theerot to Ea0 N0 ~bp30 t~14l1 traD!N ow eta►altaaaor~al~. t0 ta0h r Cala10 ter mtorce:nea; tq ~,.EtttS Dawpau" wiry vitain t Met otto +i r w ~ o1,tM.X.ra.it l MCKPt Of tha OW and rooomsmda. + to U &MI eatm.uaa'shau 006") r d' ~Al . b Tagil , ob aotio1%'k" wm*fA '~►n y,+ r; ` il'bl"Wb Aod" y a~tt, t~lafr~alylitF b s..~ ~knbor s&mMbw-, ~s. , a , p~~r t' NkA tt" oppe" l:' The r, PA am 4*1wrtht1~ r ' tl. Y f t g C+1 bid ~ appc tatiow tho rocom &**Mlifk#tObt es Lta, 1001 n"aatkis V"904 btEo1 r0sadmot the pamo. ; vFer , tt r 1 w:da aMXA d +thMt'i ala ew i ittN'> i 1J arYtaivuMrtbO ? rtr Comttlled M!!b' 11 iti1 odd aid~pMll'>r rr'~ r~ftlo4a crbd.t thb ;idl0naoze tra ~eabto~0 a for its bf to fry i , yS t Ma.a ""41 . rstr s j frt+ s41 ntr tai Mk tto tl obdititmat %eCh P-6910 b'AA A ktr" r 11fti0tb ; b a ria' S„ t t,r r U04 V war" D160~ROf We Itb(ttl p /f the t7s41~ i t > w~! 7: MY be !Fled tllpeCt ~t h, twa t 1tiYB~it` l~agl01 Mti t e a OOptrabt'iMOtrlld 'tabtt!!!"t[3 Utz ' e n • ~ t~~a~,~'r rW OV l1.ltT-t1C~r lnsas,s~ 1t1 n ott IOCaI L eeid0600 ad aU % Ae bf yb' t r 0 hI t~f/,IIM{tOt{t!l'14krN0f, tr> ~IOt tb tt r ""Ow. datamiawi that *Aft 044 It thb t~ x, lyd1M+ RMttlrMya~!; t1i i y(b r + ,trratee'e eelfon hM a i s•, y~j a r: Iteo:OCfa~rapb Ioxla:ol ta, FO not 0lMrl~~ 4 + )r';u susr ~'r~A rr •1.;. tKt~t a~ ! t rF a z4 R ~r'{ spa 1') a~ atlF R A~rlMiul ti> OPt! f A O~ 1a96J.'O1lJ r1i1 r r 7. a \tllye 1 r r t 171 ahA a3tta7,tYt>Yl !y3 LfA42i 13 rubuLi • x~ Zfl'a i rp 4?0 ei 0 adtti nL'vhp rotb/RMWiod~M ,+~t» qtr ati 0 \ ;;-sf,rs + V ry Owl, 61 thi U now Of Lhe, step i x ouiq Mae ca Of thrr f pr ty f ! l 1, `ta 1r y Y, rtt ' it u ~y , tmt eourti ty mtdo In toed laity ie. b tM ?t xwr J 2g r'. \ z. "dok or kmmc a or ..aa of t , r - = m ! !r r L A, Ak aI per,•f%AIga ~ ~i lM-i! t ' , 1 b! bf v+' io) bt}R'6l t •t)ct am" t Ct411 ' Y' ;t,ut,a+b u ? R ".7 r. t;rt'. .Ury., r o Irrr» 111) ,.d { 'tal 0 for "t tir;.~tr rariri ■ tl~filWd ~ tt•F o i btlJ et4~4r'f Lit . d) i~ yy s AAA t{oo. ~ + T! ebll ut a' t;I u 1 4 l+uOut Is udt Of 6-01Y.AI1t 3. b! M hlt+l l os~r:.-,I, !.3 + Mt }D1 till0ft`a' for WttlrlLtrAe M{3T}« U$ 40 d M4 k Or 1110dtYC~11{Adl~ 1NOh1f .ItS 14r~ t Ot ad,S )~y.tt1W0~, pt Alo:1 [ 1 t It' f Rrl r'+?I•' 1 ' fa ne b) Latld' 10ot1ltOd Atk{r Di01t~b(E (a) C04tr of 6dodp thi lS)1T, {hat tm b$'Wbd ht e10 Y ttlatW MYIIMONNbs yp1 Ataat Ot dot' { eCrt r.. ! n' ` is s t'dFAMM ba(dM )Yid app{)daamd to bw r f1.$We, U4tlo~4it4 oM1A . er . Intd aOduWd aRtlf D4D1e1Daf plio7 to . that lM.. ~trod tOr 80opDtSld+' ~:1.cA 1m r rf nOt f1a0411a{~ (~mpomov stww of dawo~ tf.F's .u 7rvt "IY. s?ey r ~Y a^ Ql ~k ` tlUM raw bm4yj4taW*Wi1-G s~ f fil/f' r:` J60 we, 6 FraUna% If ZPA, b" amravw Tha, 't ~r+ T~+ ~l ~r > • foru4Doft~fEdel~trt, ~s ~aa1XV,,` a d) AOOeldtlan.of ansepMrsJiM Dorr;iYidt Qum ' rs of JJ tteatrr40t ~1rloa ZlsY V W'K rroz) Owu r ur r b) d1 W! J 7,IUS a llh1r~~;o0 tW pro ted t 1 Ana J mah" b1O lu. cur l 1h 3Wd/peO ~ a+u ahaatlly t ~ J^ r ~ M Ylat ~~~g1 tn~lS~ob ~ r et Ot• hg"~tgga tr•isdw ! r ■ ~.!aI)a~t1 ~ Irt~;snv e ~ i?r`)nor)a r w►lvsr Ooa4 arwollal , r ) t MMQ~..iIA t ;Of yMWlyl,' b 1s/ t ) , rl, ,)si 4D ~~~kkltattl t, u.tatrc/ratltNnti_~ t t 44 W~IiM:~t. baOUta fOt tlla ptolaot~ asaat Y'p1oR)ti ' r, ti , IT4•li 400 tld.d It l v a(!>) n) asrattyt ►rtrKei ( + b !'S tri +Ad '1 npuim (DI tro441? t41d4M `O~e4aMtloq OOty o f tl d 1itc.rt?!r;~r4p I )I (E) ttOOtRI•YWsnt rts;r, gttn b>ItI r!d Cam )t9) ,t ~rRt R Dl>t 1~1R1'~1Mo1'tsff te) PteNArooail tnd eoowlMdt aer-?rt. ) 4 . - • i /caF;M~sl~,d a • t+kK -tern et as ,o F,ai r4t.4r. F4 {o s=r t A frlu aw (d) i~eryllu fl14rfKdllelth tNNX t o a ~x fWNr~ 1a.irt),+rAO , b tt t'Sr 2e4Wlsut' tawotlgp trn: tbwl '14 s 5 ~ < - ~ .t, top (41 tMIr1'OM,xt,.ay~utEOltilYWdgfr! a t. •t ftt (j 33.W*I raj s1* f~t/Ktin ta'n5 ,v~trw/:~~n ) u Ise )o . (I) PMJW k*AS 0lp dtfd',*Aj& j(Y,1 tY J~ttJ~ lDd flpOtfLurti rx;tYa n'6%)runs 60.1144) CI P t ~n 4ttJ (3) cow, egwm =d , f)l tM21- Ir. y ~ni t• fOO~tZp~R!)OCat(00 Aad4tam YSd P" ~bt < n . . ' r Jr a rabfW LITO c 13q~f41~i~~tir ~ t er K ~p ` i'a+)I) Joct Rt 4►,~.).'ate I of 1Wt b~ rtput .t t ~~+jr~xirln IhlOQMifD 't3g9N~sti) d')A chldlOr~ '~11~n1l0~lit-1 t r A tit humid Aa~ haat(o Ro nuh 5. r_ s gmr I> 'K ) t 3) d it 44 a~ (u Pt fWbq'ioK tr f i tsrud o I r t lu) {Itp, on!4 eft 0 11i llJOMq 4ttliCtlnll n U WA 1J! u m to "artr,uq to h Rr (IIIS IE) r tpm!l'1 ? C D> lm~ f it,, n II t i ' j' ~,1..,r Wbtktwi I (1) Jul ) n! yli' wu In enon 11 (VI) (Id) f i Matt ) a tl>tluR vt Itt4ab rate" t r all VIM % my 19 y ii.. t) t r a J Mr, nu07 ~roD 4w rA stSJ w l ~trLel)+004 rA OW to b ITLfo9 . I~MAI~'~IWi'r~ is -.fi7~afTLdM1'Jd1ll0ti1 ~ ~ . 30 y r ~Y~llt ~.~i5h"~ i 171 ~yy~ ..mow _ . • ~}~q~~ p~~ OKA ZrM1~a1 t,PVr~ ~ . ' A1PV11 r~/'✓il.•~c/. j . 44086 K= AND R/0{!1 IXRO Lie NRro st J~rt~nas ray ai err ,.:raw ~due a0d pMW !root the iota, be Wawabie tntda tbl VW%Who V. A^"fV,N VYuq a .1V sx a.%s Nra (ter. not b e)udt a wltblmm or de• Plow ed by the Raglooai A4mboWatar. 110 ,All, 1011110gM•u4 td oust b..f;VAv tared anrotmtu, ablaut to the UWAS♦ (011144 PaYmmi, Attrt m11 the thbl W° t1o01 of N 34.1lb I& 34.030.4, 34Jer. of MW hmftum under f o~li► ~ 3t+evtMdbt f tlW ~}r 1, and 3&M (b) end (a% up to the approval of the "quart for payment p~trt, ago 'b# W 47101 amount set meth to the gnat wttlet► the 4natee dellS r a tier te>+o ab of tM)Ow^-t 4 the Irma. !n I ebfmfutlit i~ • 4P~4ctn Barra agrseI it lad any ameadeta0b "tou h payment requoK,10 tpmldagd q thecete Pynwau toe e0tdaesrletg set. two ooaopWaoe with on appi)eabie r~ (u "N t1 son.e YIOIe rar leap 1, 3 or 3 shW be made to fad W4tf f 7Y!!4 114^ taY' er~R Of thla WWLWter lad for aeeordanoe wkh dki 133."9.10 lad prey' 61WA 96naman4 the ilrgidW A&Ww sltO Wme b eras r~~a Ga a;~~a m a4 for step cm dntotleo coo- htntoc &W M to the graotee (b vndd t cow'dbvia$ nwm teen treees ahW bf made In scoordattoe balance of the rod" "hare of allow t pWOae mat bi dhailowed; iw withg >Ib giB-r lad 7b 17g-7. A!1 aJ~ bla pl'ofed costa which has not miows- (e) PaY"$ ottmrnbe• 1~68 to the 4natae of uP t to Pamt may be '"110 torts bloumd boom bsltl. was "K 14110 of oo0ldveuw oled "K The gra r" it abmtt tar)" trithbok tree 170 iii-i of this ohap• ' the must be c=64 b► the for um tbW t s~adloa ' r+~att1 tern Ana fing (d) Proms~ work my be aupanded 0-aot alebta0ee for that proled before the aww of the subtsaee or (t1 A a>td rv1rs~ lb as uadar f IOJU of this subobapter, *m w asda aptem of ft Q perma04 the grabte (e) A 0o0oomplytog grantee my be ao subseQttaot pa7aWt ror the oats lgrew to aaafga to the oalud etala tound aoareapo ANS Of btel1044 (Of (a) Immaf revaele fir paypW" Upon the lydant ohm of refunds. "b"04 Aft" FW ww aaddaaa or a no0oota acrd of gnat mistaaoe, the gnatae mots or other "Nuate (h~ehtdh>t malr around IWO* Property may revuat payment for the unpaid mats r hl the Puma "beq of W204 I'dwe am wards uO~jPA Pedarll shats of actual of astlmsted paid thew oover0amnt ender the graetst allowable prelaot posts Incurred before gtaak The vantN thereby W o n• (t) Are ta}Lme m gnat award abject to the Ilmitatlolte may be entered or of I SSJ 4 lL Payment roc nub ooete taaam rend ~ the United 44110 agvltabis teller Afforded by 1 Avu 111+11 1a made m aooordu-oe with the &"A 14 ottloaw, ssyayt % and eta aon~rltlof~ahpplwWAu gent 10 k sill the V le "ant sae.` edule hiehtded and oWmim *A mdat ibtfoo 014 Ot mss be twiltuW itch to ana (b) twerint rrrwlq /br pet+taant work or nudes RR sub*t o0ly !'taut Mashm read approptitA The grantee a 1 nvuaa for ~y 0 lormato 0 'Uah the Myrtltied pefawil IrFrak7c read the p utmlM (A) 4#06ea( Admi*fspf't~sW glo0orf. schedule tnalsAed In Me ttant 1gt+e~ ~ 33.lN tatatleatlp t as} Is authoeUka Ro. meat. 0 reeNpt of a ft quad for aahsese of gearls, to R snb4 to the iimltltloa 903 ig may be Under to tie of='4od earot toclh le 1>f016-i of 41141 aubohaotet Oro and N fi 148. 11, 40.03¢13, am aus owl Il. w tamhsaiWatlpea oVl~~oaca~aetOM of mw W4404 relaw to treitment is. i0ft 134-M The SWU She 6umd tslra4oe~" ooa rt esis tlr oottalad k) "trr(ttn0 e( to ~ WA to o~atave" an WA xMl twN Oe dlsbtttsf troal !t ot~ Wch amowtta Am of taeh .tett Nk mw ` (Lre ele0ellary the IoW amouet elnoEt ooeotrrohaefs, loNudletg !op di 1 to le0 1,114 4--.00111 w laeeeaul pvta0 Rh lbi aM of 3'ed~rai to We Mt tier W ett tar the pro 44 M 'vat to the fsMM araeaaoe, or, aeurt aetioti, itnf 4ny .hare of eb► or Otani f+4r Moots my he fool Y to rrl8rldeA t►t the IowalAa ob4q t urrdir -110A6.1 of this , for . W We t as ore triad the ato rrhioh ba I ham &p. rtoe PeuR ~07~ Ada N114.400 wd f&TWTI It eoelt0der m IM"or, Ili on" tor dsye revoloott o(i t t br 001P S. amaaddw to *batlmt to t►tortde "W* m a) AdjubmRL AS ady ame tefore Ow ssta~t ~ pUaapptmollied the ageaoy trewArm butl paytlmt ender tM gnat. the gnat ta(faao0 (roan avaUabt frtat is. (fl Ptaoned or onto 4 i0toroemmt Regional AdmiO olzaar may cruse nay maquis u d re.l3otwnts ' under raegwstls) for paymer" ro 91 reviewed 13sat~. lrjtb a ~autN'g d+esot~ltcAtteo of Poled on 4ueh relrlnro~ good to reaahe enut t awtors wdlk AN vaYaw may be te&raed 13RfM Admintsteatoes >tllntee'l adptl•te d0011maeM ^ Pod" fol~ ptMr omt►ayewnt or toonered tae'.. tar Tim lteglony p►tOr tulderpaytaeat fhel datamalia ore 11h scaug+ba►sr ; (4)1taN*k naeltel o"diu ;'!:.16f EIRE d (sal i3.11kb)) or a great ~1~" in the ool~ ndeni }hire of set! rKuNirorobstalr Bee e lf, 00 the !b4 (b) rsa ►eittet no lacy credos, or other Lm mute t admg use 11IL" .b(b)f, err04"d lei nsal or ray tatetbeat) 41111 adt mo to at as Ir~ "'I 8~u1~ ~rt~ under a gnat abqqqq :li Now eb" ~ O+ebmltt i~ e~fv~d bi thr grantee for the Mtek~4 to ma add eooofudn uaieae the rep am t4 by And Ihat am pro r a!<aoablr to New or ter ~p~a~e wtthta i0 t ors the ltedonal looser toe rhm the put" iw hart dw h~otcm Oats o! NOW of tM o tM nattue Bad WAll to for eu mal q Alwm be of" o~ PAAW Pirt 40*ot ltb "tree aWbpOrt i of if o t1V reaweled ~le4tJ to the Wood at+teG o~b~ , rat-: (b) lu xCoursed w ~ N P4001 bh the tft~ee the dpbilth "HE u a x*W of awmair aurh rstuad~ rep meat to to ~ln itgamu a d)gat (dl Wwrert The Ro&w haw. a+d)ta, or ether 1"mts ,hall of gnat go"drMdpw, a taohAW or INU J* sr. e 4 r''l 4w r" ' a ~ 1"In k` w<,- ! ~P N . r dvF'",' 4 y p Fly 'r RWi RIN~LA]ION/ X4087 . wohvmbftt In MW aaotrsot dbpgW WO IM10"ANW a OHA Milt ~$Olr tone trans ZPA arPSKY to~wfapageaet =to" We of the, as" (aw I t %.73111 )(1,1'$ 0711 1/1! 1+..1,-,v r,';le a3 w•.+ ".s "lo rs°;rf'1 TJ[',r1RJ ?"oi 10.6 t! }r,( 1 4. Lvi o'A P'L) At .7 f. L!i ' !1/. LA y;'P,:f7 00 cif t"-'Y 1Lf "J + t'.~il )+!`k InUm NO }C.f'. ..!ill )'IVA to; u,l + °S+t: r°gdtri ,!n.7 vORht i171.a1 W~ ~,rr ll Vr 411 :}M1+1+ f('T-'.9r i t~•,.; ri 1) r;, t t ;'f4 tt Rl^~.aA Tl 1f to t'2C°l) i In Of to&,rc ; + 1 :1' + J 1.8 1~ ~r r T d ``"T 9 ~~y -1 r 1 . r t i+'; S.q 1 r, ' !a { a L 4 ) .....r ,t b am be, ddes" 14 NoN M~ YD41l.abpYe ~y.I~.Y, I't r 11:7 tt .0 nivQ! MW / an eaaMY~YiM Iii K- r to i thm" dww doo5 tvaotf~ '"tiafa u %M Ci a.-.1tp IV'V. x;t-. b3,1'✓x r.4:~ a' t t t xo ri,r n. 3 _r,Y a, ,.t i:rti . r "`•f ~ al,~ r . x 1 ,C! a:, lt.7 1 y av: :4 LC1 .y°Y v. ' i t;.-.1. r.1 vC.". F 7r; f' i.A r!? ,.7 Y11 R "1 C 'I e,:: d5 ~~9,' 4'. r1, P'i ;`.L a 1t Ei. ::i1y 1 1 t is •.rl Fr r ti"+0 rr ",r 'k+ r a e :r' ! I ('e i. ! 1; ry r "J~ 1.' t 417; r1 ' is r f ;.a ~ ] Re r+r A+.'; i m 1. '.r s " f~qd" Pr tlkfb ~ ul tiu 4,:)x17.) t'AahR 11 k}.+ ; 17.3 ik7 !r !R SiE~r, .ae77~. ^e +f t!A r . 1 4)rl.6' N 1! h.lra tr. rer l x,M .n yt,.rt pr L .4ttc N R1 U t#xir)srzrtl h" 1n,:1 Cr',I.sX lt!.~?1! l:'+ C(~ hill lc it-) y^.l, 7t4 k'-4hC~ Li+~ `•"M1 eiuirs+t f 1nnzitxrj 1+tiWV's- tl ave;i tal~aa L ri xtixPa1A YlitPhl kLr }70!,4x! .drd'zb ad' ,1Mr t:+ al vow 7 o3?a9'1i7 3:•,n:f nn: ri! k!. h~ltLrrgd tltsf 7J9Y1Z ^+.n!)~,xe r,+ in;s -+ic , u', t .••rqn tniva7lel (dl I ' sas#h+ss+rln.R f~eoi) a1,~ti .r7L;;lr'wA FLLt1GL;ti S1 x it n1YSJau p;tt)Lrv ~1 Rjrta',t.rs ltr~.;,;e, tsar s~sr3Rf3t t+iC 7 m'y+aV4 1115 Yt~1}Ai159t t +:Gl'y49L ts) '!f)l!AY}J® J1r !.4 YvV k}!) ~R 10 ►J 4'r 4!.!"IA14 ,a1 t./i•e[ VR4 W, 411.J ,xB lclsr;.! t. ofr;pro1 PCIJ )R ;4t li 4't r+r Ef°i4~1:.'y:7!7 bf t')i'N 4.7 -4i.Rt1)CKi d) t/,'3.ht)A1tta ti 1p7,'1+r i7;,U1711 U.104 i -400 1b 40*400W ,Mtit.ts.~tli L': 8d@,fl.' 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PYA4gttf /?i}.YWIa lLl+ /•.'11.7. a . • [rlre,tyl >>ox Lf191, fd.a~1, p+f rr r,P 1' •r,?~Np~, yp/ t~t*t1h11 ~MtY71t11 01AOrIp ti7N10 b G?61~11 Ot) 1N]AO l~1/N10 NHM ~JL ia0 Vulj 3 FM- y l 'r. t a" r ra`s 2 r i c. r 777-7 , 17 7 C a s .'fir 0 wit ...11.11 Im, w....e..,r.,.r..w..Awn....w...wyv.y...,<,cu,l„r..~- rr ro as I lY' ; J i j, LIB ILO COD to A C. t ~ 777000 I 1 a+ai 0 M `a ( ~ ~ t+ 1 +arj~L to Ip w 1, ( V ' ` r i . , I : 3 1D A ~ C I ! V i o 3 I 3 #rv f h. N .a I -r c r: A r 1 . 3 I a 0 0 • ! t I W V i V ` 1 ~ ~~~..•.%.~i......r.rr.ro..~.....i. ~.w~ r.-w^..~.` ..wY...'w•:w.. ~ 'w ~t r: As VIA ..w+..-w1V7R' ~.w+.»w+w.:~ .y.....~....... r...... n~a>a.+.to +sriSwl* ~~'1~P' 'INOIf M0f i'1A1b1 '1W~)1M11 01AOY1l1 OlaLY Ib ODOAIL Ord l11 W AA*034 K6111 14LL 110111111 ~.If tiu~r,:e ~t••s oe o~ .riy i. a Loot F R . ! ! t 10AA• EPARIM ! N N N d P4 MA a *"Su anti" iu~ wi i~ ~wu ww~ }i If 4 f +f P'.1; '"F t 1 °4 . 1 t r <nr Iw y 4 ti p y.w.i e ~ r~ , ~ ;r p~ +J ~,v4 'w ~ ~ c f r 1 1 ! ~ ~ r^ ! } ~ w ~ 4 A 5 ; t "ta c" v f ~ r1' ~l+ 1 + + ~ ~a la t+ z4.~ 4 CG-211 ' (4/9/76) PROSPECTIVE PRIME CONTRACTOR'S EQUAL OPPORTUNITY~CLAUS£ ( ) I hive participated in previous contract(s) or subcontract(s) subject to the equal opportunity clause under Executive Orders 11246 and 11376 or preceding Executive Orders 10926 and 11114. 1 have filed all repgrts due under the requirements contained in' 40 CFRj Part Co 8011. { I have not participated-in previous contract(s) subject'to the equal opportunity clause under Executive Orders 11246 and 11376 or preceding Executive Orders 10926 and 111149 I will obtain r, similar statement from any proposed subcontractors, j when aprropriaier Z Siyheture"and Title of Prospective Prime or Subcontract`or's Representative ?riIpt~ of Tygo Mero. 'aM~ t4tii df P~'ospective" tr Iiti or z ~ i SubG~Kr e'tor 600.0h, 0146 1 f Name and Address of Prospective Prime or Subcontractor a a 7h' 4/q/t6) PROSPECTIVE PRIME' CONTRACTOR'S (BIDDER) CERTIFICATION OF NONSEGREGATEO FACILITIES I hereby certify that 1 do not and will not maintain any facilities provided for my employees in a segreg),.ad manner, or permit any employees to perform their services &t any location under my control where segregated, facilities ~ are maintained= and that I will obtain a similar certification prior to the award of any federally assisted subcontract exceeding $100000 which is not exempt from tha equal opportunity clause. F Signature and 'Title of Prospective Prime Contractor's Representative Printed or Ty ed N;400 ark 111:16 gf Prospectivi Prioe Cont~'oCto,r's Represenfativ~ E`4 y _ , ~~~f~r NamA and`'Addresa of Prospective Prune C64ractor r f r y M i• ' by i w p ry... Nr O 245x} As ReY.'2 FORM A U.S. ENVIRONMENTAL PROTECTION, AGENCY • REGION 6 MINORITY BUSINESS ENT RRISE (MBE) PARTICIPATION DOCUME ATION FORM PART 1 This form constitutes the bidder's assurance that it will comply with the MBE pproggraYn required by, EPA for construction projects funded under Tit1e'iI of the; Clean Hater Act of 1977, Part i is to be conple'ted byy thd e`bidder'to show the amount 'of MBE participation. Part 11 !3 to be compplete by the bidder when it has failed to achieve its designated MBE'yoal, PART 1 7 1: Total dollar amount of thk contract: 2' Total dollar amount of MBE participati • on: , 34, Percentage of MgE participation= 44 MBE percentage ppartidipdtf pp~yoa1 41 sifiid ih Part I :Section of , ` this ,MINOR TY 9USINES$ ENT~RfRISE 4ARt CiPATION`.UIp SPECIFICATION. 5 Y r q d b`iddor j)ioC 60" ekWd spe4lfigd 6~a1j ro . Na y addre s. phone 6(nber, conect , eson, typ`a of coA•st' ~ettl6n sub- a ` contract;'ad dollar tahoun;'of subcontact. r, ar ' r a t w Y.,, '1~,;Yr ! A ✓ w.. D Y' f; a M t Y• N t OrwI~ ~ M, '•~L44 5 ~ ~ F ~ wlnr ~y~$1 '10F~d ~,IPy,Sa . r~ 'SN;'. Vr~(.~~4, r _ ~ •~i~°r4 1 tia1, ` fi A,3 ,~~^f ` ~ a. ~ ~.4 6 1 l orm A PaY MBE Subcontractor; MBC'Subcontrbctort . Address: Address; Phone: Phones Contact Person: Contact Persons Type of Construction Work: Type of Contruction Work: Amount: Amounts Type of Supplys' Type of Supplys Amount: Mount: MBE Subcontractor: WE SubcorltreCtows , Address Address: Phones Phones Costac5t Person: Contact'person: Yy ..,4f Can;truction Work! TYPO. of Contructoo Norkt An u,ot r A► 4u t a YPe bf~ supplys`x Ty of Supply: kiloun s Amount i MBE Subcontractors MBE: SubcontrslCtors s, Addrasds "Addres'sl > Phones ' w Phones: , Contdcc`Persons Contact Persons Type of. Construct 166 work:; .Type of Contructidn Works Amount i ~ WonLs ; .-ryod of supply: Type of $upply; Amount; .Aau>1tS ;~i;'' '4 q r ~ ~ I Y it ~r ~ ~ x t ~ 1 G ~ d } f k I ~ 4 c o x 1~~ ♦n J } ! ,k ~t 7~ S 1 i ~ ~ ( h.v a t i°c~ r" ~ f ! 1 wy + ~ 1 Y~'~ ~4y~~' ~ .Ip ~x t i A J ~ v ~ i Y ! 4{ r3 1~~~ / n y C►245a ` Form A -,Part I •3- This form must be'signed by an authorized representative of bidderv signature Name: Title: Address: + Phone: 5 .4 i ~ . R } 4 ~7 i" ~ I s Y' r , ~'P ~ ~~6 y 4`k~,ir ^ 1': ~/e,~r ~i~ •.~f. lt~•. ,Y iR rk~r:Y 7 ~.0-246b l l/50 FORM A U" S, ENVIRONMENTAL PROTECTION AGENCY - REGION 6 MINORITY BUSINESS ENTERPRISE (MBE) PARTICIPATION DOCUMENTATION FORM PART It This form constitutes the bidder's assurance that it will comply with the MBE program required by EPA for construction projects funded under Title II of the Clean Water Act of 1911o" Part I is to be completed by the•bidder when it has achieved its designated MBE participation goal. Part II is to' be completed by the bidder when it has failed to achieve its designated MBE goal" PART,II 1. Prebid Conferences: List person who attended conference as representa- tive of bidder, If bid conference is'held. AWdresso Phone: Date of Conferefkttl: Place of Conf4eOncel -;AdvertlsemeatI.d st each Pybticat orl-directed at 0inoriti1n Nnfch bidder placed an advertisement. MOTE: Qf ouch dvertisement try each gublicatio' must h must b attAc ~ Q" Name df ^2u6"tication': Address' Dates of Adverti.3ement s , 4 Target Audience: Geographical Area of Circulation: e 'f Reproduce a$ needid~ , i D P7 4 7M A A' iP" qn R, J 11' rr 't,'1! }r r ai s 1 dry' ,'}r 1F. r. ~ i 7 J > gY i s t td p "A r F A 1 y r R ^ E"{ ' 11 iC t n Ire. rt !4 'I r 1 y' ~ 11/66 Specific Subcontract Advertised: Biller's Estimate of Approximate Dollar Value of Subcontract Advertised: 36 COHTRAC OR ASSOC.ATtONS: List all minority construction contractor assoc a onse con rue on supply associations, or general business, associations contacted by the bidder A coU of each solicitation letter must be att chedo } a Name of 'Assoctatio,I: Address: 1 Phone: contact Person: Specific Subcontract Solicited: Bidder's. Es ti ma to' of Approximate Dollar Value of Subcontract Advertised: Date-*f Solicitetfdn tester: b. Has a Follow-up Phone Call. Made? Not? Date" of Ca11:. Name of Callers' ~sapte fit? As$ocieti6h Representative SQpke 4to~ ' qir Y yi T' 4E SI~TIONS ' Lf t each Minority corstrud`tiorl or supply fiM 'to AiCh a.1ettow Of 66 lettati0n *As'sdnt.` A st~egle„copy-of jjch different sg~1c a letter MUST_ be attached. it`) Cp tpariy Name R 4ddress: Phone Ntmbert Contact persons` } Area of At Exp'orti' se ~ t {2~ Compa'ny Nod; ~ Address: Phone NumSert Contact Person, Atiea of MQ~! EXportiset y~ ~ y"4It~ W "r'f t6 ^n YI T ` ',i p+}~ t 1M--iy a#, Sr f s; ' a~ l ~ i a! ti I I ay r A W yr .3 (3) Company Names Address: Phone Number, Contact Person: , Area of MBE Expertise: (4) Company Name. Address: Phone Number: Contact Person: Area of KBE Expertsse: This form must be signed by an authorized repre;ontatsve of bidder. r r e S1046tjir'e. w ~ Naks: Address: We ~ ~~R' d ~V, r ! 7 ~"Y 1F.y.'0 kr4', ,i ar, , s1'~ ( S: M r: ! r lp.' . lX , A. -V. t 'M, f W~ n . " r L tlvta' 2-1.19} FORM 8 U.S. ENVIRONMENTAL PROTECTION AQENCY - REGION 6 MINORITY BUSINESS ENTEkPRISE (MBE) PARTICIPATION FORM This form should be used to report a deviation from projected MBE Participa- tion as reported in Form A. It Company Name: Address: Phone: Contact Person: 2. Is this company listed on Form Ap Part I? For contract cancellatioi~c, de;;reases or Increases: (a) original amount of contract (b) Mount of decrpise ors 'Increase 3. If decreases does this deviation cause bidder/cuntrattor to fall below MBE participation goat?, No Yes 4. If answer to (3) abova is yes$'please indkate substitution or submit " Form A,, Part t l 6. Substitutions Compa'myr Address: t ' Reproduce As needed. a , vV ry Y~i y. '~~rg~ ,~hy~ r ~"t ~ ~ ~ r ~ a :'4 d ~ r ti 'Yrs.. ,~1' K rill i.'Mf 1/'fr 1'Y 4 '~x r~{ 4 ~.t=eve f. 1 r r r' y r r o % r 4 4 s , . ~ . ` r r , ` c i l~ f TO A I T"YCONS I T INFOA ATI N SHEET RequOtted Information mgst'he rrOvlded individually by ap licdnt/grantee and 'prime consultant. If the requested i Mcrmation canno be provideo'by either applicant/grantee or prime consultant, documented evidi4ce`of con- :tracts made wit, minority A&E firms and reasons why none were utilized must be submitt@d, A. Number of A6E firms contacted by applicant/grantee as prime consultants. How many were minority-owned? B. Number of A&E firms contacted for joint-venture agreements by prime consultant ► How many were minority-owned? C. Number of AAE firms contacted for negotiated subcontracts by prime consultant. HON many were mi nority.pwned? D. Minority firms contacted (list below). FIRM'S NAME_ ADDRESSo - SkC, EAUTY: BASIS` OF UTILiZATI014s (Prime,`Joint Uel►tUre or go a u, con ac FIRM'S NAME! ADONESS: i W Y- W r.~ P SPECIALtT1~ prime : 'r,,.~,...~..~.«.r....- tt .;SASYS,~, Soiken~1~TIl~,~AT101~~~ ture o e ( ga p a co r c r ~ '3 FIRM'S NAME: ADOag$Ss ~i 10 10 SpECIA'L ITYt , M BASIS OF, IJTIL12A ON, " '(Prime,' Joint r~leitturs or got 1 a e u cQn r4C it no M1jority firms are to be t~tiii~A,d! "atteCli written and 41gnld Eoc~nta lion *xplalAin ° the seasons 14y; If .00 firm, as.,Contac ed'by` a Al leant and/nr U6$' l.t,nt 16 item A~ g, or C above,xpl aro.0 on$ wiy n6 otg rs warA T t1 ' i r Y.y t qr ~,n_7. ..'1-.+1% ° IP f Er' =f ~r k a `trtr~ . f&. P. o~~ ~ 1 + ~w v L 1 r •~y1 1u~ru l n, b 'LC1'tto "6,f INTENT Poe use by Apolicant/Qrant4e Ohly Submlt'sgpa`rato fora: for each mino0ty firm to'be used. Applicant/Grantee: Address: street y d e 21P Telephone: Area Code; Project Name: Total Amount of Project: f Step i Step 2 Step 3 Step 2+3 Name of Minority A/E firm: s Address: ree y state p Telephone: Area'Code: Amounts _ Primer (Yas,No,,1 Description of work to bb performed by minority A/E firms k tq - - - - M+*+' y I r, r. % it y. , . w a . Appl icant/grantee intends t ut it ire the "*W4-na~ed m1nnr%Y A/E i1r `fdi the :tork,4'hd.am u t ipQic t++~~d ~bv,II Tatts letter.' o ;lnt'nt ss s emitted ► th; rant., 51, e~pi(catio ,N lVconv rt i to a D. dingiori ie I~i lh 161, aaleildar days ;e ter: r Cpntf4ct.a~aro$ 'r Oft u~ ~ AS LE _~RANYCES ss~Qulo A0P~IMt A' R~SP~N t 4E 1 Ora Y`Y 8. r _ S.•7E~Pp(SEO~i`~CER Ni~'H ~U~'~i0R~1'Y; 1a'E~F~kCR~~U~RE~ na u p pp c n ran e o a u f*rfd"fi`+~!" , a8 ee ILI f ~ i ; 1 '.+~n t{t`-n. , ~r~r. 1 1 14 ~ • ; ~ ~P p er ; ~^6,f I t +y ~~~'~'J' F° a ;.yf r• ^IrR r1 ! • J •y r r r a„ R°1 t "1 Yty~o ~,~,':'t7y S., 'rr t• ~s ~y ei. ~yT ".~~r °~F„+,.~ •y~Lry ~ri~ Y r v ~.*r T r i r!I ry pelf y r r. < }Y n j V• A• ff o "f~ w ~1 Cj i ti 1M, •M~m ~ e 1 „ e'. mod`. c y rATAIL SPECIFICATIONS 74 if 7 r` t ~R`~` ~ l b f 1 T ~ I P ~ h ur f 1 i i $x nn ,~'J. nL. n F I a' Y1 ~ l i y r Y `a4 ~ i ~ j ~ { • r p niti'l n •r • f r ` fa K i (y ! r LJl 4 J e, t x r r, t day. •Jy 7 ~ • ~ Y~ i d ~ ~ f ! rte. fs ~r lC r RY a ~ j ~tlK ~ G 4 x r i ply hrx~ h k r, f r r r i ll L ~ ~ , S i S : ~ t ~ I A "1 +r"".~ ~,'M " rMh "t ~ k ~.y .4. r K ~ I ~ rk' n r'. r'•b. ,r ir...'f~ 1 'y,.:a r ~ ~M1M ~~I^r Z r~6 1 rf ~Yfi. r, 5 1~. SECTION I - GENERAL CONSTRUCTION ITEM 100 - GENERAL RE IUMENTS A. General: This section of the specifications contains detail speci- fications _d descriptions covering the major items of construction and workmanship necessary for building and completing the various units or elements of the project. The specifications bre intended to be so written that only first class workmanship and finish of the best grade and quality will result. Barely meeting the very minimlim requirements will not be considered as satisfactory. The fact that these specifi- catio6s may fail to be so complete as to cover all details will not relieve the Contractor of full responsibility for providing a completed project of high quality, first class finish and appearance and satis- factory for operation. d. - Materials: The specifications for materials set out the minimum standard of quality which the Owner believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for tho~material which his been specified. Where the term "or equal",'"or approved equal", is used it it understood that if a material, product, or piece of equipment bearing the name so used is furnishedlit will be apprM ble,'bs the particular trade name war uledefor'the7purp6se of eltabllsh1Ag a standard 6U quality atcop- tablerto_ thdiOwner. ,if a'ptoduct•of any other name is proposed for use, the''Engineer!s~approval thereof must be obtained before the proposed substitute is froddred,b,y the'Contredtdr, Whorever the terra "or equal" is used it is understood to mean "de approved equal;"' C. Manufacturer's Re resentative: The Contractor shall furnish the serviced competen tec n cal` representative of the manufacturer for all items of equipment, except such''dquipment not requiring such service due to its simplicity of installation and adjustment. This service is for the purpose of insuring proper installation and adjustment of the equipment; instructing operating personnel in proper maintenan,:e and care of the equipment; for making check tests and making recommendations for obtalning the most efficient use of the equipment. No definite time on the icb is required for these technical representatives; however, they shal*i be made available at such times, and over such periods of time, as required to accomplish the specified results. It is not anti- cipated that an undue amount of time will be required on the part of a representative of any one type of equipment. A product of a manufac- turer +4ho does not customarily furnish adegtite technical service for proper installation and use of their equipment will not be approved. D. Installation of Equipment: The Contractor shall install all equip- ment shown on the plans and described in these specifications. All equipment shall be installed in strict conformity with the manufacturer's 1001 technical representative's installation instructions and ce-tified erec- tion drawings. All equipment shall be installed in a workmanlike manner and, when installed, the equipment shall be properly lubricated and otherw'Ise serviced and placed into operation. Prior to presentation for final acceptance of the work under this contract, the Contractor shall have started and operated all units of the plant fnr a sufficient dura- tion of time to permit the Engineer to observe over,11 performance and individail performance of the respective units and equip Qnt. Such operation shall be properly coordinated with the Owner'stiperating personnel. All factory recommended "break-in" oil changes, or other adjustments needed after an initial break-in period of operation, shall be performed by this Contractor. E. Sanitation and Clean U : During constru,-tivn. th•~ Contractor shall mainta n the premises in an orderly, neat, and presentable condition. Scraps and debris shall not be left scattered around but shall be assem- bled at one place. When construction under the iontract has been other- wise completed, the Contractor shall remove all Deft over construction materials, equipment, (craps, debris and rubbish, and leave the site in a neat, well kept appearance To proyl & good sanitary conditions during construction, the Contractor shall provide adequate' sanitary facilities for the workmen, and Con- tractor shall not permit any unsanitary practices to continue which would prove objectionable to surrounding property owners. At the ;ompletion,Qf the work, all. buildings. and structures shall be broom clean., He,shall clean the walls of all hydraulic structures,of. dirt,, stoinf; Qn.other material and pipes sh)jll be left free of any and all foreign material* He shall remove all marks,,stains, dirt and soil from-&J .finished surfaces and,shall thoroughly clean all floors, clean and polish all finished hardware and other, such devices. END OF ITEM 100-2 ITEM 101 - CLEARING AND GRUBBING AND TOPSOIL SURFACING ' A. Clearing and Grubbinv: Clearing shall consist of removal and dispose o a trees, stumps, brush, logs, down timber, roots, rubbish, vegetation and other objectionable matter from the construction site except in those areas shown on the Plans or directed by the Engineer not to be disturbed. The sites of structures and other areas to be excava- ted and filled shall be cleared and grubbed. Grubbing of roots and stumps will be required to a depth of one (t') foot below the finish grade of structural excavations, and to a depth of one (11) foot below the ground surface after the top soil has been removed in areas to receive embankment. All cleared and grubbed material shall be disposed of in a manner satis- factory to the Uigineer. NOTE: The Contractor will be expected to protect the trees outside the mediate work area. B. Salvaging and Replacing Topsoil: Salvaging and replacing topsoil shall consist o Salvaging an stockpiling the organic weathered topsoil and subsequent placing on portions of the site not containing structures or other items of construction. After clearing and grubbing has been completed and before any grading has begun, the existing topsoil shall be moved from the areas where excavation and embankment is to be con- structed and shall be stockpiled. Salvaged topsoil shall be cleaned of major root systems, weeds, grass, brush, debris, or other objectionable material prior to spreading on the areas to receive the topsoil. Immediate) shall be prior looseedi by disking spreading surface sh tosoto andepthaofaatthe ori other the least two (2") inches to facilitate bonding of topsoil to subgrads. On areas to receive topsoil, the rough grading shall be accomplished so that when all suitable topsoil is placed the grade shall be as estab- lished finish grade, smooth, pleasing in appearance, and with no de- pressions capable of holding water. Topsoil shall be dumped in separate piles and uniformly distributed by blade grader or other, suitable equipment. Topsoil shall not be placed when the ground is frozen or excessively wet. Each layer or layers shall be compacted to a density approximately that of undisturbed top- soil adjacent to the site. C. Grading: All areas around basins and other structures which do not receive any type of paved surface shall be graded and raked smooth and even so that they will drain generally away from the structures toward the natural drainage course. All large clods of earth shall be broken up and no rocks, trash or debris Shali remain on or near the surface. END OF ITEM 101.1 ITEM 102 EARTHWORK A. General: The Contractor shall perform all excavation and embank- ment as may be necessary for the construction, to line and grade shown on the plans, of all structures, roadways, utilities, and incidentals thereto. All excavations shall be "unclassified". In making excava- tions, the Contractor shall do all necessary shoring, bracing, sheeting, pumping and bailing. Where necessary to determine the location of existing pipes, valves, or other underground structures, the Contractor, after a careful examination of available records, shall make all explora- tions and excavations for such purpose. Temporary support, adequate protection, and maintenance of all underground and surface pipes, struc- tures and other obstructions encountered in the progress of the work shall be furnished by the Contractor at his own expense. B. Structural Excavation (General): Excavation shall extend a suffi- cient distance rom wa s and footings to allow -for farms, installation of services, and for inspection, except where concrete for wails and footing is authorized or required to be deposited directly against excavated surfaces. Where the excavation is made below the elevations indicated gn.the•drawings or directed by the Engineer through the fault of the Contractor,,, the excavation shall be restored to the proper,ele. vation with-•lean,concrete or other selected material, at the expense of the Contractor. . f ~J 111 ,r ~l rl In order-that,the,Engineer may, judge the adequacy of•the proposed founds tion,.ti:e (ontractor,,,if,requostedo shall make soundings to determine the ,c.haractor of,) the,, .uSgrade tnaterials.~ The maximum depth of,such soynAings,,rill.not be •re.gojred, to•exceed five (6'...feet,bglow,the pro,- posed footingsgrade.:4lt-AsJhe>intent,of this! provision that soundings ~I shall ¢e.,node;at~,the .time, the,ex,.tvation in each, foundation ,is approxi• mately completeo, • The final elevation, to which a foundation is to be cot,structed!shall;be as shown on the drawings: or as raised or lowered by written order from the Engineer, when such alterations are Judged proper to, satisfactorily comply with the design requirements for the 3tructurs, Should it be found necessary to increase the depth of footing, from that shown on the drawings, ,the necessary alterations in the details of the structure shall be accomplished in a manner as directed by,the Engineer, who shall have the right :to substitute revised details. If, necessary. When a structure is to rest on an excavated surface other than rock, special care shall be taken not to disturb the bottom of the excavation, and removal of the last material required to reach foundation final grade shall not be perfcrmed until Just before the footing or slab-is to be placed, All rock or other hard foundation material shall be freed from at' loose material, Gleanld, and cut to a firm surface either level, stepped, or serrated,,as directed by the Engineer. Ali seams shall be cleaned out and filled with concrete at the time the footing is placed. 102-1 Excavated material required to be used for backfill may be deposited by toe Contractor in storage piles at points convenient for rehandling the material during the backfilling operations. The location of storage piles shall be subject to the approval of the Engineer, C. Concrete Mud Slab: The horizontal, or approximately horizontal, surface o a excavations for major structures, as shown on the Plans, shall be covered with a three (3") inch protective concrete slab as soon after exposure as possible. The "mud slab" concrete shall be Class E, with 28-day compressive strength of 1500 psi. Prior to placing the protective concrete slab, all loose rock shall be removed by hand scaling or other acceptable means and the exposed sur- faces cleaned as directed by the Engineer. After placement, the con- crete shall be suitably consolidated and then cured in accordance with the applicable requirements of ITEM 103 - CONCRETE. Care shall be exercised during curing operations to keep adjacent foundations being prepared for placement of concrete free of water and debris. D. Trench Excavation: Trench excavation comprises excavation for all wa+:er"11nes,`- sewT'Ire nos r, drain linesi miscellaneous lines., and appurte nar,ces for the, varibus' types' of l Ines. AlI ekcavations shall , h) made by open: cut. Banks`of`trenches' shall' be kept as nearly vertical as`possi- ble and, if required, shall be properly sheeted and braced. Trenches shall be not less than twelve (1211) inches nor mo,-e than sixteen (16") inches wider tha'r, the'outside diametel° of the pi A% to be' laid therein and shall be'excavated true to!line 'so that'a clear 'space"not lets than six (6")'inches nor more than eight (8") inches in Width is provided on each side of the'pipbt-° Bell' hole's shall be excavated to insure bell'and ppipe'res'ting,fdr its,entire iength` on' the bottom of the trench, ~ The' ' bottoms of all ipp't oche5 shall be bver.,excavated so that at least ` one-fourth (1/4) the circumference of the pipes will rest firmly on granular embedment material, unless concrete cradle is required. Em- bedment Werial shall be 6-inches minimum depth below 'al l pipes: Excavation for manholes ahd other' accessories shall be sufficient to leave bt liast twelve'(121) inches in the clear between the outer sure faces and the'excavation, No pipe shall. be laid in a!trench in the presence of water, All water shall! be removed fromthe'trenches sufficiently ahead of the pipe plac- ing operations to~insure a dry, firm bed on which to place the pipe, and trench shall continue to be de-watered until after the pipe has been placed and jointed. Removal of water may be accomplished by bailing, pumping or-by other suitable means, E. Backfill for Structures: After cotnpletion of foundation footings and walls an other construction below the elevations of the final grades, all forms shall be removed and the excavation cleaned of any trash, debris or other objectionable matter prior to backfilling. Material•lhall be placed in layers' approximately nine (91 inches in depths prdpeel~ moistened to approximately optimum requirements, and 102-2 each layer compacted by hand, machine tampers, or other suitable eqquip- ment, to a density to prevent excessive settlement or shrinkage: Where pipes,'walks, or other construction is to be placed on or in the back filled material, the backfilling shall be done in a thorough manner to preclude all after-settlement. Backfilling shall be brought to a suit- able elevation above natural ground or grade to provide for any anti- cipated settlement and shrinkage of the structures to prevent any damage to these structures. Contractor shall secure the approval of the En- gineer prior to placing backfill around any of the structures. Con- tractor shall be responsible for settlement, anu shall restore surfaces should any settlement occur. F. Backfill for Trenches: Backfill shall be carefully performed to the original grade, an t e original surface restored to the satis- faction of the Engineer, or to the bottom of footings or slabs where the trenches are under construction. All pipes in trenches shall be on a minimum, of 5-inches of compacted granular embedment material. Trench backfill up, to the 1/4-point of the pipes shall also be compacted e^1bed- meni material. After pipes have been tested and approved the remainder of trench'backfill shalll be placed. It shall consist of excavated materials, free. from large clods or stones, or other oblectiondble material,;careftlly deposited in layers not to exceed six (6") inches in thi nets on boh's$1des of the pipe and each laver th4rou4hly'and care- fully com acted. otil an 'elevation one (lfoot' above the t0 of the ` pipe had teeh'rX heb. ' he 066e1nde of. the backfil) , may bo 0pihed moistened Ind t~ houghl y,cgmpacted'~i ampin§, rolling or dtherlvis'e', ' Wherever",, b ' teh 4s, halve' not yeah' p'ro~erly filled or 11settlenitht ` occurs tey $Y be relrtlled, tomppacted,' smoothed off 400 finally made to con oMp to the su~fa'so~ of the`"ground where`ihe,tfenth S;are' hdet'adways, pip's, ilelks~ or 8thercbnstru- c' tion, th H ckfil hhal 'b as s'p cified ve except that the obckfill from o~~ ( ) f ov fed ri s ~``ppoe't a top ':f the pi a to 'ggrade or botU' ot''pip ' " ' " or sttuctu%e e aIn' 'th trench', p Sitein layerst td Y g shall a 'da exceed nine (91 inches in thickness, moistened and compacted to a'' density equal to or greater than that of the undisturbed ma erial d- jacent td the treftch: Where Indicated 'on' the plans, and be oath a~l' structures, the backfill in trenches shall be'of"lean concret9.' G. , ttbahkM6nts prior to pladinq 'any embankment, all choaring, grub- bang andd~ p'~ g operatio s shal be completed and stump holes or 11 other s11, ez adatj6hSL sha~1 be,backfilled with suitable matp;rial And thorough y tarMopd, tmt4nkment M Qrial Shall not contain trees,, Stumpps, roots; kegetat on large or frozen lumps$ or other extraneous Oaterials,. The,sgr oe Of tho round, inci ding 'plowed, loosened ground, or surface rouOonel in a'ny ~609~t all be restored to its approximate original slope by blading or other methods and, where required by the Engineer. the ground surface thus prepared shall be compacted by sprinkling and rolling. The fill shall be ,constructed in successive horizontal layers which shall not exceed eight.(V) incheS in depth prior to compaction, layers may be formed by utilising equipment trhich will spread the material as 102-3 1 it is being dumped, or they may be formed by spreading from piles or, windrows. Each fill layer shall be uniform as to density and moisture content before beginning compaction. No material shall be incorporated into the fill in the form of windrow or dump but shall be moved by blading or similar means. Clods or lumps of material shall be broken and the fill material mixed by blading, harrowing, or similar methods to the end that a uniform material of uniform density is secured in each layer. Water required for sprinkling shall be evenly applied and it shall be the responsibility of the Contractor to secure a uniform mois- ture content throughout each layer by such methods as may be necessary. Prior to and is conjunction with the rolling operation, each layer shall be brought to the moisture content necessary to obtain the required density and shall be kept leveled with suitable equipment to inbure uniform compaction over the entire layer. For each layer of earth fill it is the intention of this specification to provide an apparent dry density of the minus 1/4 inch material of not less than 45% of the maximum dry density of samples of the material as determined by Standard Proctor Test procedures. H. S l ct Fill Material:' Where called for on the Plans,:'fill shall be compost o se ect.teri,al obtained ;from an ryproved source, The at r m e ishall`be a;pltrrun, norr~•expansive sandy-clay or clayey- and mat&i.a1 w)th. lasticitY index (0,,I,) les than 910 and 119uid.1imit L.L. hqt ,r. h n 0.` r r ha ( 1 9re~te .t a ~ 'TheCoht acto shall h ve laboratory test;,ma:de t representa1 t.ive samples from he 'proposed material source. and shall obtain the Engineers approval,of the material before,any bf the fill material is placed. Adequate evidence will be required to indicote,th t sgfficJpnt.fill material for the entire fill is.ovailagle from,e'sJh9 a proposed source before approval'of material from that sour g: of mai; r, #a s,hail be borne by.the,Cotractpr, Cpsts f testing, the4tgrial,curing,th~i,course of placing the fill will be p~id for by, the Owner. Fill shill) be placed and compacted in accordance with methods dascribeu above un er Paragraph G. 'Embankments". 1. E,m4edment Mater Ihi t,,pe of material shall consist of a fide, granu ar m, e,r a l=i'ne granuIall material shall be defined as free flowipgg sn or like,rpatetial, br mixeq Sand and pea gravel of Pit run sand a A lr vel, fe' c from' 1#19 stones, clay, and organic material. Thee bailment mater AT shall be such'thot when wet it will not form mud or mu, This materfal may b$ an inferlor grade of "pit run" or "blow" sand t,nnormal ly considered satitfactory for construction purposes, and may b u9ed'di,redtly,from pits'wi pout processing, but shall meet the requirements`,set forth herein. Fmbedment material shall meet the following size requirements: All material shall pass a one (11 inch sieve and at least forty (40%) percent shall be retained on a NO. 100 sieve. The plasticity index of 102-4 such part of the material which passes a No. 40 sieve shall not be greater than ten (10) . Embedment material from any source shall be of a uniform fairly J. Concrete Cradle and Encasecuent: Concrete for cradle or encasement shall be il'ass E 00 psi concrete, as herein elsewhere specified. K. Lime Stabilized Subgrade: 1. Deg_crriLi_on,: All Subgrade beneath proposed cart driveways shall be lime stabilized. This shall consist of a soil-lime subgrade treatment prepared by the mixing of the existing subgrade with lime and compacting the mixed material in conformity with the typi,al sections, lines, and grades shown on the plans. Construc- tion shall proceed as follows; a. The existing subgrade shall be pulverized to the depth as shown.on the plans and shall be treated with lime and water in the form of a slurry. b. The lime and moisture are to be uniformly mixed with the subgrade,by the;use of;an,,approved pulvi-mixer. The section shall then be brought,to proper, crown and grade. In the event that.all clads and lumps,~re n t sufficiently broken up by the pulvi-mixer,th soil-1. ntie mild re ha~~ bg q11Dwed tp,Curefrom two tO four days es d re'cted by the, ng1 erg After the, is completed, the final 61k ng Shall begip~ ,TC mixture (c elusive of.alfplljs 1/4-inch no65leking aggro- gates) when properly nixed shall meF11. the following reduiromegts whetr dry screened on a dry weight basis. y as5ing Screen " Pas;ing; l%4,1 Screen, Minimum 60% c. , Wafer shall be added during the' mixing of"sbi'l'arid limR~ to attain the opt mum moisture content as specified by the Engineer. d. After,thohough;aro uniform mixing of the s007-li'e' pnd water the mixture shall bb immediately compacted with sheepsfoot rollers. The mixture; shall be. compacted at optimum moisture consent and to a density of 95 percent standard AASHO density for subgrade arld for flexi ble base. e. After compaction is completed with sheepsfoot,rollers the surfppca sh4il be;sha,ped „ water added as needed and finished rolled. as directed with a pne'umdtic or other suitable roller sufficiently ight, revent cracking.: to prevent' f. The completed section shall be moist cured until such time as the.first course of base material is placed and compacted, g, if the completed subgrade for pavement has not been covareq with a course of,base material in seven (1) days, it shall be sealed by an application of RC-2 asphalt at the rate of 0.10 gallon per square yo,-d. 102-5 h. All equipment used in the above procedure shall be in suitable actory operating to the condition Engineer shall be by the Engineer. and satisfac not satisf tory equipment supplied. I. It is the intent of this specification to obtain an un- confined compressive strength of 100 psi after seven days moist curing. 2. Materials: Lime used for soil stabilization purposes shall be a hydrated me o a commercial type and grade considered suitable for use in the stabilization of soils for subbase construction. 3. Lime Slurry: The required amount of lime as de~errined from laboratory tests shabe applied by mixing with water in an approved distributor and applied as a mixture or slurry, with the distribution of lime being attained by successive passes over a determined section of the roadway. The distributor shall be equipped with an agitator which will keep the lime and water in a consistent mixture. An approximate mix for the lime slurry is one ton of lime to 500 gallons of water, which glyes,a,3I-pgrcevt,lime solution. It' Is ahtidip~ted,that,the rate of application of lime shall be four {4.5)`,po~iids (lime per square yard per'inch,of depth of compacted unds per square yard for subgr' de~,o'r a tolal'of ttrE:nty-seven (27) po a 6" de th,of'04 6b1 1;6 ¢ cbin¢acted fubgtAde."This is appt9drAtbly a six` (6%) o eni:" ixtute bf lime by weight, which'm y vary according to the'' laboriitory,lp ft ,but in ho case shall less than four (0) percent by weight 'be appliedd: L Final Gradi : After all other work has been finished, and back- fillin an em ments completed and settled, all b~"eas on the site of the work which re to be graded shall `be brought to grade at the indi- cated, leyatigqgs,,slopes, and contours. Use of graders or other power equipment y1 I be, permitted for fi6aII yyrading and dressing of slopes, provided the'result'is uniform and equivalent to hand work. All Sur face shall by g~radej to secure effective drainage., Unless otherwise show 1 s1,b g df at east',one'percent shall be ptovlded. Gradin r~q SUrPa'C,ng,shall bd completed to, the satisfaction of the Ehgih6M M. Excess E rtInsofar as needed, suitable excavated materials shall 57 e in fills and embankments shown the drawings. Restrainingg meter` O th'a11 be disposed of on the 'plant 'site in locatIdAs as directed by th CridAli suth material shall be graded smooth, to dr'ain," with compaction by rolling with the hauling equipment. N. Settlement: The Contractor shall be responsible for all settlement of ba.ITTT fl ls, and embankments which mAy occur within one year after final completion of the contract under which the work was performed, The Contrattoe'shall make, or cause to be made, all repairs or replace- merits oiade deoessar'y by 't tlement,'within 7 days after notice from Engineer or Owner. END OF ITEM 102-6 ITEM 103 - CONCRETE A. Description 1. Scope: This item governs for the materials used; for the stor'ng, measuring, and handling of materials; and for the prop.:+rtioning and mixing of concrete for structures, 2. Composition: The concrete shall be composed of Portland cement, fine aggregate, coarse aggregate, water, and admixtures, pro- perly proportioned and mixed as hereinafter provie44. 3. GoXe e n Standards: Where references are made herein to specificatigos or tees as escribed in designations of the ASTN, the • designation, as amended to the date of receiot of bids on which the contract award is made, shall govern. 4, Unless otherwise shown on the plans or herein elsewhere speci- fied, all reinforced structural concrete shall be 3000 psi, Class A. B. Materials: Cement for all structural concrete (3000 psi class) Millie" An expansive, shrinkage compensating typrr;Cement, confor,~t 4 tQe',4he > te,nd t4s pf Cheiatcalty. pros rq sod COOdretA, torpor- ation, 4~'6 d, •h' P t}h s 03,1rvs 52$, 404,f 3,2 1.101, contaiih,09 e maximue'*of t.llU t std elura'al&;Imate. 1 i f , ; , ~e ..other n type K~ shell i tilt' bo TY q ; 11, w1th. 1 uls,4f ~rt ~lc'i 414nliri 't, 0 .008 1!' 10P Qded 43 th0 - Engineer,' Ty rat, f a h prd C AQ 0f p~t1and Come t, +ihN,h halt , conform tb' .1~., $$pq''h~ a t' on; or P r ;1 'Ad Ce:gent,'OAsIqq"no 'Ok 0- 150. 1P Type fly (High Early teength)"~emlit is used, standdYd s+Ortir* briquets shall be made and tested in accordance with A,S > M,,Metho of Test for Tensile Strength of Hydra ulic•Cemrnt Mortars, Ut grlatian C. j 190. I,J rt,rr All cement or ready-mixed concree d' may 'be delivered 'in bul k.' All cement used is a central batching plant, unless specifically authorized otherwise by the Engineer, shall be delivnred.in bags which shall be marked plainly with the brand and name of manufacturer. Ae;lection for { weight va iation and length of,storage before use, shall be based on A,S.T.M,,,ppefificatio~s for ceyents noted above, rand no cement will be accepted, rrhich,;has becove'cakpd. 2. MiXIDg NAter: ne 4ter.for cgncrate shall be c11an and free from ca, I injurioU~$' amounts- of oil, acid, alkali, salt, organic matter, or other deleterious s4bst4ncei, !dater suitable for drinking or for ordinary household,V$ q wlll.pe,,agcepted,for use without W ny tested. b. tests: When comparative tests are made with water of known satisfactory quaa-Tfty, any indication of unsoundness, marked change in the 103-1 time of set, or reduction of more than five per cent in mortar strength - shall be sufficient cause for rejection of water under test. 3. Coarse A r eti a. A licable Standards: Coarse aggregates shah conform to the Standard Spec cat ons or oncrete Aggregates, ASTM Designation C- 33. b. Additional REV rements (1) hear shall not exceed 40 percent when tested accord- Coarse AggrC;atft gTthe Sia,ndar method for Test for Machine, Designation iCn131. by use of (2) Loss shall not exceed 13 percent by weight in five noted l in accordance cycles When clg89 d for except soWness ASTM d SpecificationM Desithod for Test gna Oesiro tion C. De ,nation 33. 0o !~~Qunt pt'deletertous su¢stances shall not 6hk 51 exceed Rao' Ed,:0er'nlfisS~ble;tImits;(t9'sot. forth ,~n A$ ~hI 3ptet(Icatiort . Designation C- ; abd 16thit dll~+teH oua sgbstances ,w1)1 not Da'allorl!¢• S f A r te: The me~imum $ize 0f 9 agate rro+~ St dimension I;! wain ii;r _ ~1 QQ = q t shall sides be of i;1~ ,o ; 41R .,a4~ r' t )'or'whi~hbdc~! 1:d is to,be.use no' , th n` r ;,M tth~ O. th t:~lrtlum`rtegr s Carlo IAM tweln'raInfof- O ngebar{{ than; - I~".fix #e as et9 the b standards. q a. A licable Standards: Fine aggregate shall conform to the Standard Spec ~SeL „onscrete Aggregate, ASTh~ Designation G- 33. b. ddSti nal Re~fwenlent5 (l° tdsss11a11 not exceed ten percent by weight in five ' cycles when tested for'soundKoss in accordance with ASTH Metwd for Test Designation C-88 except as r,ited in ASTM Specification Designation ;•33. (2) The amount of deleterious substances shall not exceed Recommended Permissible limits as set forth in ASTM Specificatiot, Deslgnatlbn C-33 and "other deleterious suottancet" will not be allowed. {3)' Yhg mort, for test'of fins a gregate, mace end tested in accordance with Standard Method of Test for measuring, Mortara Making Properties of Fine Aggregate, ASTM Designation C-87, shall de. 103.2 velop a compressive strength of.l and 28 days of not less than 100 percent of whet developed by the mortar specified in that method as the basis of comparison. S. Concrete Admixtures a. Water-Reducing Admixtures: All concrete of 3000 psi cless shall contain a cement disper-"s ng; water reducing admix conforming to A5TM C-494, with dosage as recommended by cement manufacturer. Admix shall be Pozzolith by Master Builders Co., WROA by W. R. Grace Co., or approved equal. b. Air Entraining Admixture: All concrete, except in piers and footings, shall contain an a r entraining admixture used in accord- ance with manufacturer's recommendations and the following table: TOTAL AIR CONTENT FOR NORMAL WEIGHT CONCRETE Nominal maximum size Total air content of coarse aacreaat~, percents volume %Z 5 to 90 ?/a 4 to e 3.5 to 6.5 1`112 ' 3 to'6 Produ ; s It c6,ply with;ASI'M C-260 AN shall be Ogrex'AEA' W.R. Grace; Sika ~c'~he~mib~l G,rporbtip~l; kB-YR, Nestor Bu1lda~a ~oinpa~y 'or ' ' approved eq:}aa1 co Liquid Chemical Floor Hardener: Provide a. colorless agy4eous- solution `h illn,iil n Q a es oslliglte6ndiiAd"fl~l~ppail~a e combingd 'iMtti $'`q 8j*ebntAin '01Nt lei th6ii 2 lbl:rof i~JUOI Ebtes per be: .r ' d ,tUPld4~fth E. Sonneborn Soms Harnoll th,'d.C. Hbrn/W. R,. 0:^ace; Saniseal 56,_iiastgr Builders CbMpdny; 0r apArove4,equal Hardener,ha114 be :used 6n !all finished floor slabs in buildtnyi unllss otheta.type ffinish it 6oted on the Pl.anS. C. Storage of Cement 1.' rd, i i Qnle$t otherwise provided, all cement shall Q¢ stored„i4' qe v abed, weatherproof buildings v(Mch will, protect the. cement,feoM d rApri@s;. fhe floor supportN g the cement Shall clear the ground a tuff cfent distance to prevent the absorption of moisture by 103.3 the cement. Provision for storage shall be ample, and the shipments of cement shall be segregated in such a manner as to provide easy access for identification and inspection of each shipment. 2. Outside Stora : The Engineer may permit small quantities of cement to Do storen t open for a short period of time (maximum 48 hours) if a raised platform and adequate waterproof covering are pro- vided. 3. Records of Deliveries: The Contractor shall keep accurate records of the a ver-iies o~'-cement and its use in the work. Copies of these records shall be supplied or made available .a the Engineer. 4. Rejection: No cement shall be used which has become lumped or - caked. 0. Storage of Aggregat£f,: The handling and storage of concrete aggre- gates sball such as to prevent the admixture of foreign materials. If the aggregates are $toted on the ground, the sites for the stockpiles shall be grubbed, cleared cf weeds and grass, and leveled. The bittom layer of aggregates shall not be disturbed or used without recleaning. When two or more slzes,or.:kin,+s of aggregates are being stockpiled they shall be kept separate,,and stctkpiles of coarse aggregates shall be built up in horizontal layers not more than throe feet thick. Should , segr gptionro,;cuxirtbl,&g?,rfgpte.$,.sr,ill~,bq r'eolstd tP_cpn.form to,tae grad 09 requj,Cq+aen s~ , f n qsi~ q~therise Authorized byf thhI En9I @'' 4,11 . . fine aggregate iha11 be stockpiled at least 24 hours to 'r'educe'roq' moisture content. ' E, c , e f n or i ti+ piepsuremen of materiee u e¢. in . q or egei,pt thdt. ws.t er, ~ 0?~tfh€i.,4 4nSi1 e s 4,R y<~ , vra ras , sured ~y vo~une when aut riled by Ehe Ei+g~neei,. Y~re tine.apQi•egal;e and . coarse aggregate shall be weighed separately. 9aich weighinOf e0e6t will not be required, sin;p,,a ful, 440 As hereinafter specified will be .used as a basis of measurgmo6t. oNance,sfialt "Jo for the water content of moist aggro gatGi Tho quantities of'me Orja per batch shall be based upon using fuli bags of cement, If an underwelght shipment, as determined by methods set forth in ASTM ipecificatiorls'for cement al- ready lj%1;o0, s,4cggpted"thq,Enginger will adjust the concrete mix, ' Unless othenrile authorized by the 6 beer, cement shill be transported in bags, and the bags shall be emptied it the site of the mixer, except for that cement used in ready-mixed concrete. F. Wei h n n Measurinq u t: The equipment shall be adequate to prm we,9 nQ 4n tneas r n mate::ials,yithout 4qlar ing the pro- e' lct 06 of ,tha mr, aM to,`de,t rn no dnd control ¢ositively the dctual amount! of 611, mater,fals entering into the ConcOete. Tho stales shall be kept in such 'condition as to obtain batch weights Of cement and aggregates to an accuracy within one (1») percent, G. Condition of Equipment., All equipment, tools, and machinery used for hauling mater a s -d performing any part of the work shall be maintained in condition to insure completion of the work underway with- out excessive delays for repairs or replacements. it 103-4 H. Classification and Pror,rtloning 1• Basis of Protionin : Proportioning of concrete materials • in each mix shall e se on maximum water-cement ratio and minimum strength allowable within limits set on :minimum cement content. 2. Classification: The classes of concrete and the corresponding requirements are as follows: Min. Cement, Max. Size of Max. water$ Class Bags per C.Y. Coarse Am Gals. per bag Ma X. ump S1 Use nc s me nc es A. 5.5 1.5 6.25 44 General (Type K) All reinf. cork. struc- tures this prajett B. 5.0 is 1.00 4 General C• 6.0 1.0 6.25 6 Thai W411' Settrions 0• ' , e,5 1,5 6.23 5 iiaridraillir Iround4fi,TgnS~a1, etC E. 3.0 1.5 6.,25 4 Cradlln , B1'ockini F. 3 sac 00 The max, 1.%` e'66,11f of 'toorse aggregate (dry loose volums) per'tubic'toot of finish6d cbncedta'shall hot exceed 0.82 Pubic feet. The maximum amount of water, as set forth in the table above is based on the assuOption that, the aggregates are in a saturated, surface dry condition. The max t'6 titer $ntgot will be the amount added to the mixer, plus the free ++a.t 'or t h~'pg?regpte 'and minu$ the absorption of'the agggre• ' gate based qn' thirtyit nuts a~O rptidn period, No ai owbnce Ni11 p6' made f6 3vd % t1oh'af water'diter We iny.'' ddit1on ter required d i the` Owed S16 d bm !ns Lammount;Qf c m s a max mu wffir• a en ratio _ S a o e ex- cee '6441 anal tomoen541:46 will be mado for add tipna.,cemo6t which may! be Q!! Ondee this comditidn, 103.5 The concrete mix will be designed with the intention of producing con- crete which will have compressive or flexural strength equal to or greater than the following when using current ASTN Designation C-39 and C-293: Class of Compressive Strength Flexural Strength Concrete (Pounds per Square Inch) Pounds per Square Inch r ay Zday ay ay A. 20000 30000 400 Soo B. 1,700 29500 350 425 C. 20000 3,000 400 500 D. 21000 3,000 400 Soo E. 10000 10500 150 250 3, Consistency: In general the consistency of any mix shall be that required for tFie specific placing conditions and method of placement as determined by the Engineer within limits stated above. The concrete shall be of.such consistency that it can be worked readily into all cor- ners and `around reinforcing without segregation of materials, or without having free; water collect on the surface. Compliance with specified stump limitations shall not necessarily designate a satisfactory mix. The Engineer may require changes it proportions at any time as necessary to obtatn ,mix havinngg satisfactgryy-properties. The slump tests will be mado by'th4,~gineer in accordance with ASTM Method of Slump Test for Cons'ii~ik'y of Portland Cement Concrete, Designation C-143, the slump coed W 64 furnished by the Contractor, 60CCeedure in Design of Mixes: Y , Ge eral:,i The proportions of materials entering into the mix, 'lybsect:to m atibns already stated, to produce concrete of satisfactdek duality, shall be determined by laboratory tests prior to beginrt9 of,,egncrpte, plpc.ing.. Concrete shall be desi ned in accordance with AP Standard 2211Reconriended Pr`ectice for 3etectuq PrOportiohs for Normal and Heavyweight Concrete e b. T xe : ,At least 95 days prior to the beginning of concrete placingg`iractor shall submit samples of materials he proposes to use and a statement of proportions proposed for several concrete mixes,,pay,ing.,su>;fI lent range in slump, to cover, all placing conditions. Thq',Engineer, will, require that laboratory, tests be made and such changes qde ttp.;h44~mix as may, be,,nece;sal^yy tpp meet Of requi, e• rnents of the specif catiopt, Laboratory to;tt bn;trtal alixe .$al ;hOtil a 28-day streggth,l~ percept,higher tbip the stated,minimu~n 8-day strength. Pros t qs~ prol(q~iplryY tests, the ratios,betwoen 7• ay ,end 28-day strongths'sha I by Qstablished to determine at 7 days t ! strengths necessary to satfsfy the required 28-day strengths.. ti:ese ratids shill be modified as the work progresses as indicated by result of tests on cylinders made from field mixed concrete. All costs for batch designs and confirmation cylinder tests shall be paid by the Contractor. The Contractor shall be responsible for the design of the concrete consis- tent with the minimum requirements of preportions and strengths stated herein. 103-6 I c. Changes in Mixes: If, during the progress of the work, it is found imposs e to secure concrete of required workability and strength with the materials being furnished by the Contractor, the Engineer may order changes in proportions or materials, or both, neces- sary to secure the desired properties, subject to limitations already stated. The Contractor may not make changes in materials, either gra- dation, source or brand, or proportions of the mixtures after their having once been approved, except by specific approval of the Engineer. I. Quality of Concrete 1. Field fe ts: During the progress of the work, the Engineer will cast os cy n ers of the number he desires for testing to main- tain a check on the compressive strength of the concrato actually being placed. The Contractor shall provide and maintain curing facilities, as required in ASTM Method of Making and Curing Concrete Compression and Flexure Test Specimen in the field, Designation C-31, for the purpose of curing concrete test specimens. The cost of all materials and labor as required by the Engineer used in making test specimens and the cost of providing and maintaining curing facilities shall be included in the contract price. Moisture tests of both fine and coarse aggro ate shall be lade a t sufficient intervals to provide for accurate batciling and proportioning,; Cost pf making moisture tests will be paid by the Owner, Testing pquiperent inclujing:wheflbarrow or bu9gyi shovel; sl cone and rod; p)y~ood platform 30" lquare;,t"lve steell, cover plates ,M7 ,x 7", x 1/8"); and hand,tro"l+shall, be fyroished by, Contractor and, arranged in an orderly mAmner: in 'a location Aonvenient.to the work before COMMON any concreting operation.t All testing -kquipMant shall matotaine4 in' a clean condition ;by the. Contractor.,. Concrete tests w1 1,6* grade by an ' independent fIaboratory selocted and paid for by the Owrner,: 2. A lidlble S# d rd : ASTM Standard Methods,rtest,and specie fications as app oe a" she I I be adhered~ to: and c*lIad with; on sam-f plingj,euPing;rand,testing:ot,concrete! and, for, materilis;used, therein. rt!5'I ,36 .-Nest dAiNi hlEarl -,Strom t cr t tt 11hen,H19h Early4trengthc, Portland cement s use n eu o norm" Portland comento -the Minimum allowable 28.dday strength for, normal, Portland Cement shall ;be ;requirtd at 7 days, -The 'ages at time of test for high early strength Portland cement shall be 3 days and I days in lieu. of 7 days and 28 days for normal Portland Cement. 4. Failure _tQr!J§etrRtq9 it n 3 Should the strengths shown by testing specimens a e ow. a required Valuesi the Engineer shall have the authority, to require additional, curing- on those portions of the strurtures,represented .by;the test specimens. ,In the event that such. additional! curing 44es not give the strength required,,the Engineer; shall have the right to require strengthening or replacement of those portions of the structure which failed to develop the required strength. The additional curing required by the Engineer shall be done at the Contractor's expense, and test cores shall be obtained and tested in accordance with A5TM Methods of Securing, Preparing and Testing Speci- mens from Ardened Concrete for Compressive ant Flexural Strengths, Oesignati,- C-42. ACI 301 will be used as a basis for evaluating test results and acceptance of concrete. 103.7 J. Mixing Conditions i. General: The concrete shall be mixed in quantities required for immedia a uses and any concrete which is not in place within 30 minutes after being discharged from the mixer shall not be used. Retem- pering of concrete will not be permitted, in threatening weather, which in the opinion of the Engineer may result in conditions that will a4- versely affect quality of the concrete to be placed, the Engineer may order postponement of the work. Where work has been started and changes in weather conditions require protective ieeasures to be used, the Con- tractor shall furnish adequate shelter to protect the concrete against the damage fryh rainfali or damage due to freezing temperatures. In case it is Contractor shallsprovlde protective xcoveringafor~concrete beingaplaced. 2 Cold Weather: No concrete shall be mixed without the approval of the Eng neer w en -t e air temperature is at or below 40 degrees Fahrenheit, (taken in the shade away from artificial heat) and falling. If authorize by the Engineer', concrete may be nixed when the air tem. . peratUre Is 'it 36 derfrees FFahrenleit and 'rising When permission is given for Mixin when the ted+ 4rature~is below 40 degrees Fahrenheit, all water used loemixing sha l be heated to a teemmpperature sufficient to raise the teaiperatuA of concrete to 70 degrees Fahrenheit, but the temperdtUre~of thb kjkijjj water shall 'not exceed 160 degrees Fahrenheit at thf tiaie'`of entering tali nlixtf.,,-If heating tM mixing water only, wwill nOt Wit tWpiacing tehipaftture of thb,concrete'to 70 degrees Fahrenheit, then the`a'ggt*ghte must' also be heatbd,!eit4r by steam or dry heat, to a temperature sufficient to raise the placing temperature of the 'concrete' ta'the, regoired timperature•. W no c so shall the aggreeggate temperitUre'at'it enters, the mixer exceed l10 degrees'Fah renheit Thl ~ hc'ating'epoaratus) shall, W such asi to heat the eiass of the aggregate uniformly and preclude the occurrence of hot spots which will burn`the mlteriali n0fhparetures'0T si;nlported hcrete,lhall not be less than 50 degrles'Fahr2nheit'et thw time'of,ppltcing in the forms. Salts, 'chemical s or'tither foreign materiiis`sh;1n no 1 tale shall theh the concrete foh'ourpdse of'prevehting'freet temperature of the fresh concrete exceed 9 degrees' Fahrenheit. The temperature of the concrete to be placed will be taken with a ther- mometer by the Engineer, No concrete shall be placed when the tempera- ture of thi'6 ndPit! to "'placed'is`Iteater than 90 degrees F. or less than 60'degriti F.' The temperature o`the tontrete t0 be placed will be taken by the Edgineef {using a the ftmeter immediately prior to placement with the point of Irelsur ent beit4I h the'Chute or bucket, or in the pump hopper for concrete 6ein¢,plated by pLOping~ ' 3. Hot Weather: Concrete shall be plated in the !OMs without the additi n a y mora writer than required by the design (slump). No . excess water shall be added on the concrete surface for finishing. Control of initial set of the t4mcrete and extending the time for fin- 103-8 ishing operations may be accomplished with the use of an appilbved water- reducing and set-retarding admixture. Not weather placing operations shall be in accordance with ACI Code 301-72 and AN 305, except as herein modified, Maximum time Intervals between the addition of mixing water and/or cement to the batch, and the placing of concrete in the forms shall not exceed the following: Air or Concrete Temperature Maximum Time _ (whichever higher) Addition of water/cement to placement) Nor.-Agitated Concrete Up to 800 F, 30 minutes Agitated Concrete Up to 750 F. 90 minutes 750 to 900 F. (Max. permitted conc* temp) 60 minutes The use of an approved set retarding admixture will permit the extension of the above time maximums by-30 minutes fOr agitated COncre_te On1 r - y Under extreme hot te+peraturer wind, or humidity conditions, the En- gineer may•requtre the:usis;of the sot-retari mot, or may suspend concreti.ng:o perations if~qualtty.concre;e, 11 not beSnq:placedo; K. Mixing igith.Mix-jyja 1. Go r 1 i ,geout r n s:. ThR,aixinq shall be dove t,n'i batch mixer oepDCoxqq Ype.ab.,s,:e xh ch.~{1 ineure;t~h4,un.t Tgrm,, distribution of material throughout the mass w1~hin the' i¢icifled mixlr4g vv.~¢)~me time a Ad the discharge 4f~ he,ieixtyre:wi hoy1; seQreg4ti,on, The of the concrete batch;sh~ ~ vox w0}4 t e M1f4C urAr',; fete it, epflcjq of 00 Aixeri exclusi ie of :the 4vvrload. ) ; the' s411d , ngre i~f= dients are assembled Tn the 4rumr th0 m1x1r, shed codtinue fors a MI mum time of one and onethalf,minutes providing" that 'a11 mixing witeF shall be added before one-fourth of, he mixing time has elapsed. DurlnQ'' , the mixing time, the drum shall revolve at a peripheral speed of about 200 feet per minute and the mixer shall be equipped with a speed roju- lator to hold the mixer to its normal speed of revolution, The entre contents of, the drum,shail be discharged before any materials are placed therein for'the succeedingbatch. The first batch of concrete for each., placement shall dontain extra quantities of sand, cement, and water sufficient,to coat:the inside surface of the-drum without diminishing the mortar:contdrit of! the mix ; Upon cessation of the mixing for,any considerable length of, brae, the mixer shall be thoroughly cleaned,: Whenever a concrete mixer is not adequate or suitable for the work, It shall be removed,frws the site upon written order from the Engineer and a suitable mixer provided by the Contractor, Pick-up l throw-over blades in the drum of the mixer which are worn down more than ten per- cent in depth shall be repaired or replaced by new blades. 103-9 2. Mixing la t Re uirements: The complete plant assembly shall be approve by t e ng neer an s a 1 conform to the following require- ' meets: ready adjustments of aggregate weights for varying moisture con- tents; capability of controlling delivery of all materials to within one percent by weight of specified amounts; proportion of water to cement accurately controlled (water within one percent by weight or volume) and easily checked; accurate control of all materials with positive shut- off; facilities for prompt removal of excess materials in hoppers; visible springless dial or equally suitable weight indication which will accurately indicate the last 200 pounus of the load to show to the operator that the required weight is being approached; each specifi- ed size of aggregate measured separately with a separate beam scale; FU cement dropped canvas Fop cute or telescopic flexible hose tremie; ten 50-pound test weights provided; device on each mixer for accurately and automatically measuring and indicating the time required for mixing which shall be interlocked to prevent discharge of concrete from the mixer before the expiration of the mixing period; and shall include suitable facilities for obtaining otest samples of taggre gate from the batch and reprpsentative samples 36, H_and_'_Miixxi_* .Hand faixi69 of concrete will be permitted only for small p.ac-or in the case of an emergency, and then only on the authoriz"tion of the frigginear'. 'llhen hand mixing is permitted# it shall be d6hi* oh Iwatertjg'h~~ letfoM+ ' Tht fihe`aggrpate shall be thoroughly satura ed`with'ielle~':" Additional weW'shali be spread over the fine aggregate and cement in a uniform layer and the whole mass turned as the additional water is added. Aftie allAAgP d 4hts have been added, the.mas shall be to ned at least six times, or more, if `46W in appear- necessary, t4, ke 6q,MxtuFi`q ifo'~ i~ibi"'W 0 ' hot" dffccc! d'a tWi bag batth volume, ante. ~Hfn4rselx -01t jh4 , 0hJ. * 1, n S~ , r , 1~ 4. R+y =l d`U r e,ASAeddy miked'CdncFet4 ehe11 tie Mixed and transpDe~e fiagi. n t Speirltlcatidfi! fbr Aeedy~Miixtd Conc- 14 rete, r~E tbjs able'i<ECtiont Wtho Spi ifications of which th ' !S A TAA iiflcaticns Wil W ftdified to ~4 i(;~ a $ P require that'"the ddncrete !hell by delivered tb"tha'fite of the work and discharge $hati be 4ompleted within 1.0'hour after introduction of mixing water tv" 6 cement and sogregatfs or the introduction of the cement to the e10regitt." The cohteOi of'destln, proportioning and mixing of all ready mix, tram. Sit mix`ot'central`plant dondrete shall be under the supervision of a trained repeaid"tbtive of in eitablished independent testing laboratory, which laboratory has been approv6d b)' the Owner, The laboratory repre- sentative sha11 work iri,'codpetati6n'with the Engineer +nd shall furnish to the Enginier'a'luft0y Of '411 "tents which are perf0em6d and for each concrete 'pour 4hall, 1dMish A WtifiCdte of compliance with the speci- fieatioh. No edhceete`shall be'batrh9;! without the laboratory repre- sentative bFog present at the batchi6q~plant. • 103-10 All cost for services of the testing laboratory, except those tests in connection with the mix design and trial batches at the be9innin of the project shall be borne by the Owner. Tests as required for initial batch designs shall be paid for by the Contractor. For concrete pours of tea cubic yards or less, the Engineer may waive these requirements; however, in such event, evidence shall be furnished showing a design mix to meet the requirement of the specifications. L. Placing, Curing and Finishin : The placing of concrete, including construe on o orms an a sework, curing and finishing, shall be in accordance with the Items "Concrete Structures" and "Special Form-Lined Architectural Grade Concrete." ENO OF ITEM 103.11 i ITEM 1X - CONCRETE STRUCTURES A. Des ri d orb: This item governs for-the construction of founda- Lions, p e-""' r""s" walls, slabs, columns, beams, girders, and all other structural e{ements, except architecturale involving the use of con- crete. All concrete structures shall be constructed in accordance with the design requirements and details shown in the Plans Conforming to the pertinent provisions of the Items for "Earthwork"s "Reinforcing Steel", "Concrete far Structures", and other incidental items of the Specifications which are applicable to the completed structures; and in Conformity with the requirements herein. B. Material 1. Concrete: All concrete shall conform to the provisions of the Item for " ncre a for Structures". The class of concrete for each unit shall be 3000 psi (Class A) unless otherwise shown on plans, 2. _ExAansion.,?gint,Material: nji n gj Material: Prwipulded expan- a:.` triaujdL6 sion Joint ayter non-extruding an rail nfont type confoming to Federal 3Peef!'tceltgh N,)-F-34la Typo 1,1..0 4ss A (Standard Cork). . , E t 1 rl b ~ 1n Idn ~8~nts shal a 1 `3 hpyn an the pens f4,ggt F q2 o 'l preth4 a ~e 11 ;d No. 4 Is~ls4ny 4gjurq ,by,tAe4Frodu R, e4e ro C pg iy BulrWnk, C4~e 1~i-r • fornia, y,$dR~P,r' , SP fal'~gck e4ln, ate P~`O,.Pfppr,e~as, ma n fa;t~ u ur~4 sbYa th oil 4r P~qauc;; 4nyC . vtlAn e,.101 Qr ep- proved eggel. Pas ngirlal i ill 1ya~+t,~d;pregrb:45 shown on } rAw n. h ~Q, R ~l'•~fli~~~~~(lU~ er~tof erslo~ hplz.. . , indicatgd,,3h'~ s e .f,y rR ~hq'0,4A t4oIpt4n%:;: e f f be extruded ' rom properly'f6 muiated polyvinyl-chloride (P hemp plastic compound and shall meet the following wren tested by standard test methods..: tans,il4 strength 2000 psi AS 0-412 Elongatign 350% AS 0-412 Brittleness -361. AST 0-146 Shore' "W',,.0uromete,r 654S ASN 0.616 • Absprptioo, 0.5; AM 0-670 The compound ;ha t contain ,any additional resins, plasticizers, stabili. ters or other Rio er,fals such that, i hen compoundeds it shall mat, the performance rej4gIr*nent3 gtyen in this specification, No reclaimed PVC nor any PVC compound other than that specified herein shall be ustd. 104.1 f Care shall be taken in the correct positioning of the liaterstops durinf installation. The centerline of the Waterstop shall coincide with the joint opening. By thorough working of the concrete, insure t':at maximum density and mperyiousness 1s obtained in the vicinity of all joints. Splices in the continuity or at intersections of runs of Waterstops shall be performed by fusing the adjacent waterst,p using a thermo- statically controlled heat device. 3. Non-Shrinking Grout Aggregate: Nan-shrinking grout aggregate shall be e t er co as manufactu-red by Master Builders Company or "Ferrolith G" as manufactured by L. Sonneborn Sons, into or equal. . 4. Other Materials: all other materials, such as reinforcing steel and s rut ura steel, shall conform to the requirements of the pertinent specifications under this Contract. C. General Construction Requirements: 1. Prior Approval b Engineer: Before starting work, the Con- tractor shall n orin the-Engineer, fuller as to the type of forms and methods of 'tohstratsctior►'he proposee to use,'And as to the Amount and character 6f #44ipp~lht propose; t0 t: Sao the adequ4ty of which !hall be subject to W GOON l of the 'Engineer. the Contrattbr shall suMit a schedule sh9wipl h q once o concrete pours. The pri ry con. siderati6'dl n t a pph:'6f h ` Ych d' ie 3ha11 be the wring bf , alternatb` ~ l?i ;1 Yiru ifrP ' "fo 0~►~de`for',shri lute of C6~i1 Crete, TA Use u n i* o uraa loin prov shall b1, rictly Adhlred to unlesg o 44,0 aJt. f ze, by th n4ifi r." Before bnStruetirty forms ands. ~w "f ri~li: e'!"FiCtyy'r'''piA hall be sggi'tttd to' the Enginl r ~ P14,11,4 arl, A`~~rdS~i, °Co ci~rrehe n"the part of t6 ` Engineer in any proposed construction methods, or approvW 04 f6v%`4Ad' fa sework p aqq , of tqo Sonsi er.4 As religving the Contractor of the resDons 61 ~ y f "tl: f 1~et b `i6rrlctnait 61 hilt hddi end adequacy "O his';dq~uf enV~ d `',f ce'rryin'y d,k,,th~ work full `dccbed% 'I, r7M ante with t,,ro nfracis. ' 2. Ti s_e_ S_e_gPaenes of Operations: Unless otherwise provided, the following reiq remdn s shall govern or the time sequence in which con- struction opera ioh ~'s~all be carried on, Steel beams or forms and falsework for sUpftNeUctures shall not be erected on concrete sub- structures untl'l_ ttl'Oc.rete co)ncrets in the substructure has cured at least forr curing days'. for concrete slab or girder spans or to;i- Crete slabs cn stag? beam spans shall not be placed until the substruc- ture has cured at least seven curing days. Steel trusses or plate girders `to be' Brett o frbM the giround on approved falsewark ma be erected wheh'tho-,'#ubstNcturd has lured four curling days', 'but fhe false work shall Got be r"Ved until th'e' substructure has cured at least seveki curing days,' kohhs for walls or columns shall not' be erected on concrete footings until the concrete in the footing has cured at least two curing days. Concrete may be placed in a wall or column as soon as the forms and reinforcing steel placements are approved. The use of 104.2 17 completed portions of a structure as the site for mixing operations or for storage materials will not be permitted until the particular portion. of the structure has aged at least ten curing days. A curing day is defined in paragraph M, hereof, "Removal of Forms and Falsework". In continued cold wetther, the construction operations may be authorized at the end of a period of calendar days equal to twice the number of curing days specified above. 0. FFoou_ndaatioon : Excavatioi for foundations and preparation of founda- tion sur a-"~-iT ce shall be made in accordance with the requirements of the pertinent specifications under this Contract. E. Drains: Steep-hole drains shall be installed in retaining walls, in actor aa'nce with the details shown on the Plans. F. Expansion Joints and Devices: i. G rtes Re uir_gments: Expansion joints and devices to provide for expansTon an ontr•ac a shall be constructed where and as indi- cated on the Plans. All joints constructed open, which are to be left open or filled with poured Joint ma erisl, shall be constructed using forms ad ptpp14 :to lQOSenlnq or early rempal TG pl"dor to, Yoid JeM= mi stifq ~~++s by bne exotoSioii ut on Of' the concrete' and ~ha cons - ng quent likelihood dt{ 1nJury to the'adiatent concrete" thase_forms ;haT1 be removed or loosened as soon as practicabli after the COncretir has attained its final set. A provision for loosening the form~,to,p*rMj t, free expansion of the concrete without the necessity for full reeSova 1s preferred., t~, r sf Jdnts ;hetl ,be tare~ully, idn;,ti'uGled jtt. order to Y1yp a eC„{~d a,r6rj0rali of Chi st! 1 Ina to #Yo, po s,: r honeycomb' oncl4ta,Adjd44Rt P?0410ld nlaterlalc `►thkl~ya~ <<• used, pphi~ ,e anonA to the e e e a~ 4 siv. dr 4?i4, ~Oinf means bfr n,lp~,l1°Yr ~ 4 }esj'~A- p~Uch +tcl~gr g thq 1 ~suffie~4At t4 preclude; t n!~ee~ 'Y o, .t} mgttrial .gyp f~ 1 0 ,Qf h X6,1 L. 40.4fUl workmans ! r,. 4~, j:da'dtsed ili..th+',40 ~struEt ~t''s (b' Insure .tha ~ ~g cpnc 4te ` sctt4rjs eo olrplet so ter ,t~llA, D n,g Joint, br J the Joint lna erials", and to insu a the t e'Joint>F wfol. be true to the outline indicated. Immedittely after the removal of formes, and a9aln,where,nRcessary after surfa4e finishing, All pr94ecttn9 ~pn- crete 6411, be,r'~~ttoo'v04 a]]ongg the Rxposed edges, of; premo ded moteria s in order to igcure fu11 0ffRctiv,eness of the expsnsion,Joint, Khere ropf~ ing felt cr ppret~mm~pplde¢ materials are specified for horizontal, ointsr the matQrlal ;hall,,if.practicable, extehd two inehps beyond the form far the'tbp member, The;proJection portions shall, be subsequently triamed to the facq bf, th@ member after the forms are rVwved. 3. 1 S ` e er 80 rf r aE 10n and P_rim,i the expansion joint to be sealed %halt~ dimensions detailidon the Plans, ;The.,joint sides shall be prepared by sand blasting to remove all dirt and foreign 104-3 I matter, Polyethylene breaker rod shall be placed sufficiently below the Mt sealant Joint surface to avoid being forced into the sealant joint by thermal expansion. All surfaces to which sealant is to adhere shall be clean and dry, All surfaces shall be wiped with Methylethyl Ketone and allowed to dry prior to priming. Joints should be protected from con- tamination of bituminous or resinous materials which might be sprayed on concrete for curing purposes. Apply one thin, uniform coat of Primer to the clean concrete joint surface and allow to dry at least 30 minutes, or until tack free, but not more than 8 hours at 75°F. and 50% relative humidity before applying Sealant. Manufacturer's directions shall be carefully followed in the application of both Primer and Sealant. b, Sealant Application: After sealant components are mixed, apply to Joints?ro`m ttom o joint up, using a hand or air operated calking gun, putty knife, or trowel. It is important that the sealant be firmly pressed into the joint to assure complete wetting of the bonding surface in order to obtain uniform adhesion, and to prevent entrappedair. Surface shall be smoothed or finished with pointing tools within one hour 41fter applying sealant. Where other concrete or concrete g*t i 06:i red above se lei~,'efter sealant has been tooled, a three .i th wide strip-,of % Mil 1lyethylene shall be placed on top of sealhh to"act aS a bond breaker,' G. n r' S,fc~b•# General Requirements: The joint formed by placing plastic concrete, Iq digct~- cn►, 4h,c rl rate,that has attained its initial set sha 'bp OW! a ~gqnstr' cii t ior~'~g'ir1t~ ; When ohePete' in a str Oeture or a pore a frt~ctslrO 's "Otif td.,tc De paced Monolithically; the term 'm oI fr, ~;s l,l be r n;(rpietgid;to, mean that the dsanner qqnd sequence Qf 44~j t lAdim Shgll sigo that Sor>struction oints-will not o4cyr'. Co1is,kryy tio~~ J ~Afs ~M be of thq type a,~d,s44ac All sh" fi~nn on th6 P1Ta~is', d iti,oii51 1 is v lino ber p'ernaitted Witi~out 1't In >~y r r r Q authorization trb i;n iAl r', }~r1y additional cdWruction J6 nt the ' steal l have' 6fiilf" eoufvh eht'to' these ,shown on the Plans' for Jq nts ire simiiafi loc'a`tinn's. 2, re aratio of Ex_i_stii6q Concrete: Before Joining plastic con- crete to cone to t at"-a i rtady se t e surface of the Concrete in place shall be real, ably r'qugh with some 'agggregate particles exposed; shall befree from a 1 lbbse materials laitance, dirt, or foreign matters shall be vot ed' nd scrubbed 0 eaft with stiff brooms and thoroughly drenched with water until saturated; and shall be kept wet until the plastic concrete has been` placed. the method of coherrte surface pre- paration shall be determined by the Contractor subject t0 approval of the Engineer. Immediately prior to the placing of additional concrete on horizontal surfaces, all forms shall be drawn tight against the concrete in blice, acid the'surfaed of the concrete in place shall be flushed with a coati,19 'of mortar about two inches thick, An application 104.4 of mortar should be applied on vertical surfaces, if possible. This mortar shall be worked into the irregularities of the hard surface if possible, and should have the same sand and cement content and water- . cement ratio as the concrete being placed. In lieu of this method of providing excess mortar for coating, the Engineer my require that the Contractor provide exciiss mortar by leaving out one-half of the gravel in concrete for the first layer at the Joint, if shown on the Plans, construction joints shall be prnvided with concrete keyways, reinforcing steel dowels and/or water stops. The matted of forming keys for keyed joints shall be such as to permit the easy removal of forms without chipping, breaking, or dasilaging the concrete in any manner. All keyway forms must be oiled before installation. Special attention shall be giveh to the construction of keyed joints so that they will be neatly constructed of thoroughly compacted concrete, free of excess water and laitance and uniform in every respect, H. Falsework: 1. General Requirements: All falsework shall be designed and constructea so that no excessive settlement or deformation will oceu*,, and so that the necessary rigidity will be provided, Details of false work constructed shall be subject to review and approval by the Engineer in accordance! with the provisions of Paragraph Co "General Construction Requiriments',.4f,this Item. Z., ftsIgg 4s: For calculating the loads on falsework, a weight oft 15Q pwn s per cubic foot shall be.assumid for concrete, and a live load. allowance of 60 pounds per square foot of horitontal surface of the form work shell: be included., The maximum unit stresses shall not exceed MS porcent of; the Allowable stresses used by the Engineer for the desip of the structures. I~t~~ _ ri 1 :.;iAIJ tinber,,used in falsewopk construction shall W sound, in ggo4po oft0iMons- an~ free ,from defects which will impair its strength, stee~ in6ers sAall•be of adequate, strength and of such shape as to be suitablw for, the purpose intended, Timber pi linq my be of any. species of wood which will withstand driving satisfactorily and which will adequately support the superimposed load. 4. Workmens i : Where sills or timber g9rillage% are used to support fa sewor columns, such sills and grillages, unless founded on solid rocky shale or other hard materials, shall be placed in excavated pits and backfilled to prevent the softening of the supporting material by drip from the forms or by rains that may occur during the construe- tlon process. Sills or grillegqes shall be of ample sits to support the superimposed load without settlement: Falsewvrk which cannot be founded on a satisfactory spread footing shall be supported on piling which shall be driven to a bearing capacity sufficient to support the super- 104-5 imposed load without settlement. In general, each falsework bent shall be capped transversely at the proper elevation by a cap of adequate size. If desired by the Contractor, however, a short cap section form- ing a T-head may be substituted at the top of each pile or :olumn in the bent and shall be set at the proper elevation to produce, in conjunction with the use of approved hardwood wedges or jacks, parmanent camber indicated on the Plans or specified, plus a construction camber covering allowance for deformation of the forms and falsework. The use of wedges to compensate for incorrectly cut bearing surfaces will not be permitted. Wedges shall be used in pairs and shall be so arranged as to insure uniform bearing. Each falsework bent shall be securely braced to adja- cent bents by bracing material of ample size to provide the stiffness required. The bracing shall be securely spiked or bolted to each pile ' or column it may cross. 1. Forms 1. General Re uirements: Forms shall be built mortar-tight and of material sufficient in strength to prevent tutgging between suppports. They shall be'set`and maintained to the lines designated until the concrete is suffirlently hardened to'permit form) removal. During the elapsed time-betdjen the building of the forms and the placing of the concrete, the forms shall be maintained in a manner to eliminate warping and shrinking. Details of form construction should receive approval of . the Engineer before fortnrersdtI6n'to eliminate possible delays it ',ur- ing, since pertaission to place concrete kilt not be given until al_ form work is~completed to his,satisfadtion: '-It, at any stage of the work,' the fOrms'sholt signs of bulging or,sagging, that portion of the concrete causing suih condition,, shall 'be tinvoiiatelly removed, if necessary, and' the forms shall be reset and securely braced against further to ~V* nt. Forms or form lumber to be reused shall be maintained clean and in good dity, tightness, and conditionsmoothness a oft~surf'&6.!yMy1u ummblr~s61chltsrsplitIlwaeW hitl~resultin marred, 0 has de ec s'thlt-May produce work 1 from using' new'raterial'shall hbt be reused. All forms'~shall be to constructd its 'to~ pei*itr removal without damage to the concrete. Paro titular and special care must be ekerciskd in framing forms for copings, offsets, railing, and all ornamental work, so that there will be no damage to or'marring'of.the toncrete when the fortes are removed. If desired by the Contractor,, the forms My be given a slight draft to permit auto of removal. Whenever, prattltable, forms shall bt arected complete before the reinforcement Is`plated, For narrow walls and other locations where access to the bottom of'the forms is not otherwise readily attainable, adequate cleanout openings shill be provided. At the time of placing concrete, the forms shalt be clean and entirely free from all chips dirtyyrsawdustiiend other extraneous matter. Forms for slab, bears and girder construction shall nOt have tit wire cuttings, nails, matches or any other matter whatsoever which would mar the appear- ance of the finished construction. All forms shall be cleaned to the satisfaction of the Engineer. See Item "Special Form-lined Architec- tural Grade Concrete" for exterior building wall form requirements. 104-6 2. Design Loads: Forms shall be designed for the pressure exerted by a 1iqui wed Tgfi ng 150 pounds per cubic foot. The rate of placing the concrete, temperature of concrete, and whether concrete is vibrated or not, shall be taken into consideration in determining the depth of the equivalent liquid. An additional live load of 50 pounds per square foot shall be allowed on horizontal surfaces. The maximum unit stresses shall not exceed 125 percent of the allowable stresses used for the design of structures. 3. Materials: a. General Form Lumber: Lumber for forms shall be properly seasoned and of goo qua ty.7- t~shall be free from loose or unsound knots, knot holes, twists, shakes, decay, and other imperfections which would affect its strength or impair the finisheJ surface of the con- crete. The lumber used for facing or sheathing shall be surfaced on at least one side and two edges, and shall be sized to uniform thickness. The use of nominal two-inch lumber as a minimum thickness will be re- quired for forms for the bottoms of all superstructure girders except' that incase of'special foraying of girders, as for curved-bottom girders where facin boards are transverse to beam, the Eny freer may permit the use of onelch:lvmbbr." Lumber of nominal one-inch thickness will be permitted for general o3e,On Other portions of the structure if backed by a sufffcient'number of studs and wales. b: nqQ:Timber forti+ for exposes concrete surfaces irh th are to be givRn-J-F4 a J100, shall be;facelino with an approved,' . type of form lining ~tlflati, f plywood is ustO for fora iihimgqw it shall be made with we,gr.prm f ddho ive shall hail i minimkm th1dkA*s$ re-044 e-f6u~t.i ,c,~4gar a^gqnp,Ofera~lbefhrte uWoft0fwti a rtlill.Qens 00 a 4Q hg J A f: bQ. i o it shall..pe t4mp4rM14$oAlle"Cone ete`fo~' ress(gMOd4,:hayir~g a MIA mum thickness of,rtgree~~-sip, nths,,rlch, and #hil.l, b1 ho;rQ 9bly.wet;, 1~ water at leas .,lZ hbui'} be ~ 'I us'lnq.` Xh4;water~'she11 be' pplild tt¢¢ bbd screen, side o . the bc'a,v~d'hnd f the t±cards "Shailbe` aced.';Crei:tf ;udf to. screen side., no #m40th hard ace sMll be useQ ~ the contact s ice of the form. If desired by thN Contractor, facing for such surfices may be ecistructed by three-fourths inch thick plywood made with water-proof adhesive backed by adequate w-ids and wales, keeping in mind that the greatest strength of the outer piles should be at right angles to the studding, and in this case, form lining will not be required. Edges and faces of adjacent PPanels shall be carefully aligned and the Joints between panels shX be filled with patching plaster or cold water putty to prevW leakage, and sanded lightly, with No. 0 sandpaper to make the points Oooth. Forms which are being reused shall have all unused form tie holes filled and smoot'ied as described above as to be perfectly smooth. C. Special Form Lumber: (j} Molding specified for chamfer strips or other uses shall be mad4 of redwood, cypreSS, or p ne materials of such grade that, 104-J will not split when nailed and which can be maintained to a true line without warping. The molding shall be mill cut and dressed on all faces. Unless otherwise provided, forms shall be filleted at all sharp corners, both inside and outside, with triangular chamfer strips at all edges. The strips shall be three-fourths inch, measured on all sides. All chamfer strips shall be thoroughly oiled before installation on forms. (2) Forms for railings and ornamental work shall be con- structed to standards equivalent to first class mill work. All mould- ings, panel work, and bevel strips shall be straight and true with neatly mitered points and of such design that the finished work shall be true, sharp, and clean-cut. 4. Form Ties: Metal form ties of a type approved by the Engineer shall be use to ho d forms in place. Such ties shall be of a type es- pecially designed for use in connection with concrete work, and they shall have provision to permit east of removal of the metal as herein- after specified. the use of wire form tiers will not be yermitted except by approval bf,the-~ng neer. meta a p antes use inside o the forms to hold then 1n.cprrect aligrshent shall be removed to a depth of at least one end one-half inches from the surface of the concrete and shall be so constructed that metal maybe removed without undue Injury to the surface from chipping or spelling. Such devices, when removed, shall leaye a $Tgoth opening in the,concrete surface not larger than seven-dighthS i6ch in diameter', turning off of rods, bolts; or ties will not by p t tea. Meta) ties thall.be held in.olec by devices attached ,tQ •ii le`s, fo;h deviCo shall capable of developing the trength pf,tig.til. ~i pt spreade~s will not be permitted. Metal and strength, wooden spr Oq'es Which arR tgPara}@.frdm the,forms shall be wired to top of form ii4 sha11, 64 .entirely ,removed as the concrete is, being placed. Where w 4 tids,a~d perr10,ed,',:411 wires 0~411 be cut back at least one inch f the f f h4,4~r1Crotl: with-a sharp chisel or,nippers• The of a type ti'~ f are ~ntased'1n paper or other use at o i 't materia) tq allow the reRro'val 0 th complete tie, leaving a hole through the conbre e, Wy ture, will not ,De permitted in the construction of water 44ring wills. 5. Wetting and 01_1_in_g Forms: The facing of all forms shall be treated with d suitable fGTefore concrete is placed. In hot weather, both sides of the face forms may be required to ~e treated with oil to prevent warping and to Secure tight Joints. The oil shall be applied before the reinforcement is placed. The oil used for this purpose shall be a light clear oil which will not discolor or otheowlse injuriously affect the concrete surface or delay or impair curing opera- tions. In general, all surfaces of forms which will come in contact with the concrete shall be wetted immediately before the concrete is placed. 6. Metal ~s: The foregoing specifications for "Forms" as regards design, ar-tightne,ss,,filleted corners,, teveled protections, bracing 'allgnihent, r&',oval, re-use, oiling, and wetting shall apply equally to metal forms, The metal used for forms shall be of such 104-8 thickness that the forms will remain true to shape. All bolt and rivet heads on the facing sides shall be countersunk. Clamps, pins, or other connecting devices shall be designed to hold the forms rigidly together and to allow removal without injury to the concrete. Metal for,ns which do not represent a smooth surface or line up properly shall not be used. Special care shall be exercised to keep metal free from rust, grease, or other foreign material such as will tend to discolor the concrete. Pan foists shall be minimum 4~-gauge steel, reconditioned to approval of Engineer. Provide end closuras for each row and secure fillers rigidly. Forms shall be of true size and shape, close and in alignment. 7. Ali_grment Control: True alignment of wells and other vertical surfaces hav n~ g straight `lines or rectangular shapes shall be controlled by the following procedure: Forming shall be arranged with provisions for adjusting the horizontal alignment of a form after the form has been filled with concrete to grade, using wedges, turnbuckles, or other approved adjustment method.' The general procedure will be to establish a transit line or other approved reference such that adjustments can be made to an established line while the concrete in the top of the form is still plastic. Adjusting ,f&cilities shill be at Intervals which will' permit &I starents to a ~trat ht line. The Contractor shall be res- ponsibleoOlihis'allgrinient clock, 'and shall 'furnish his own personnel for such ch`etkinlf end, i~dfu'sti+ent'., No Arms will be abpioved for pouring until adeouai:e ad4dsttnq facilities are A n plate. J. Pla2iM elnforcement:' Reinforcement in concrete structures sha1.1 be carefu y,a accur" py placed ahd 'rigidly supported as provided in the item "Rbinfol h~ Sts:e1`. K. Plie~n"CpriCretl:t ~tm.6~,1Vittsh, on ider ition' Thb Contraet4P shill riottfy the En0n4gr.4 9m,01 4 va ious ~01-tions of,tho vq'A re4uireO for placIng.tdhtre e` S ' snipp"¢gktinit'inay` p~ wode" as Wly as is practicable: Thq, ntrmct$r.Sball,a s4'keep {he Engimei 'hhrk~d regarding hi$ OtUlpsttd'CdNrete )Iicin s4heduje Wt n ail iveTr have beep f6und.tb be in'order by, the Engshier, Inciudihi lanes grades, fonds. roinfatci6g, iojerts, piping, electrical, plumbing and the Contractor's contretinq materials and equipment, the Engineer will then authdrize the Contractor in writing to proceed. Concrete pieced without such authority will not be accepted unless by written exemption from the Engineer. Unless authorized by the Engineer, no concrete shall be placed in any unit prior to the completion of the form-work and the placement of the rein ercement. No concrete shall be placed before the completion Of all adjacent operations which might prove detrimental to, the concrete. NhenevAr`it is necessary to continue the mixini., placing, •and finishing of con+crate after the daylight hours* the site of the work shall be brilliantly lighted'su that all operations are plainly visible. In general; howe Orl, concrete placing shall be so regulated as to permit 104-9 finishing operations to be completed in the daylight hours. The En- gineer reserves the right to order postponement of the placing opera- ticns when, in his opinion, impending weather conditions may result in rainfall or low temperatures which will impair the quality of the fin- ished work. In case rainfall should occur after placing operations are started, the Contractor shall provide ample covering to protect the work. In case of drop in temperature, the provisions set forth in paragraph K-2 hereof, "Placing Concrete in Cold Weather" shall be ap- plied. The operation of depositing and compacting the concrete shall be conducted so as to form a compact, dense impervious mass of uniform tex- ture which shall show smooth faces on all surfaces. The placing shall be so regulated that the pressures caused by the plastic concrete shall not exceed the loads used in the design of forms. b. Handling and Trans __r_tiinp: Chutes, troughs, or ilipes . used as aids in p acing concrete shall be arranged and used so that the ingredients of the concrete will not be separated and they shall be metal or metal lined. When steep slopes are necessary, the chutes , shall be equipped with baffle boards or made in short lengths that reverse the direction of pavement. Open troughs and chutes shall ex- tend, if necessary, down inside the forms or through holes left in the formsr and the ends of such chutes shall termir,ate,In vertical down- spouts. All chutes; troughs, and pipes shall be kept clean and free from coatings of hardened concrete by a thorough flushing with water before,ggd after placement,, Water used for flushing shall be discharged clear o, the concrete in place. The use of chutes In excess of 35 feet total length for conveying concrete will not be permitted except by specific authorization from the Engineer. Non-agitating trucks shall be used only when authorized by the Engineer with due consideration of the length of haul, roughness or roads, and shape of truck bodies proposed. Pumping of concrete will be permitted, sub3ect to approval of equipment by the Engineer. The placing of concrete for floor slabs preferably shall be do,n4,byy,a,mixing plant located off the structure, Carting or wheeling copcr44 e ¢;tches owl a completed concrete floor slab will not be permitted untit.the;;lab,has aged a least.four curin~`tayso Unless pneumatic tired, 4otts are used, the c¢rts shall be wheeled on timber planking so that;the loads`an¢ Impact will be distributed over the slab. Curing operations shall not be interrupted for the purpose of wheeling concrete over finished slabs$ Stockpiling of concrete agjregate` or cement on floors will be permitted only when authorized by the Engineer. The storing of reinforcing or structural steel on completed slabs shall generally be avoided, and when permitted, such storage shall by limited to quantities and distribution as authorized by the Engineer. c. 92nosi in : The method and manner of placing shall be such as to avoi tibility of segregation or separation of the aggregate or the displacement of the reinforcement. In thin walls, drop chutes' of rubber or metal shall be used. The spattering of farms or reinforcement bars shall be preventeo if the concrete so spattered will dry tor,harden -before being incorporated in the mass. Each part of the 104-10 a forms shall be filled by depositing concrete directly as near its final position as possible. The coarse aggregate shall be worked back from the face and the concrete forced under and around the reinforcement bars • without displacing them. Depositing large quantities at one point in the forms and running or working it along the forms will not be allowed. After the concrete has taken initial set, the forms shall not be jarred or any strain placed on projecting reinforcement. Where the Contrac- tor's operations involve the placing of concrete from above, that is, directly into an excavated area or through the completed forms, particu- larly in the case of walls, piers, columns, and similar structures, all concrete so placed shall be deposited through vertical drop chutes of rubber or metal of satisfactory size. Drop chutes shall be rade in sections or provided in several lengths so that the outlet may be ad- ,)usted to proper heights during placing operations, Concrete shall not be dropped free more than five (5) feet. Concrete shall be placed in continuous horizontal layers with a thickness of from 1 to 3 feet, depending on the wall thickness. Each layer shall be soft when a new layer is placed upon it, and unless otherwise specified herein or by the Engineer, not imor-a than one hour shall elapse between the placing of successive layers of concrete in any portion of the structures included in a continuous placement. The Contractor should avoid additional construction joints other than those shown on Plans by placing required portions of piers, walls, or superstructures in one continuous opera- tion. Foreign MA tter of any kind shall not be permitted to accumulate inside the'forrus and openings in forms necessary for rvmval of same shall be'prbvided. ',If excessive bleeding causes water to force on the surface of'the Cbncrete in tall forms 'the 'mix shall be made stiffer to reduce the bleeding{.`' In tali walls the, concrete shall be placed to a point about A foot below the top of the wall, or the bottom of any slab or beam to be poured monolithically with the wall, and at least one hour, or more, if specified by the Engineer, shall be allowed for settling. Concretiqihoul¢ thhn be resumed before set occurs to avoid the requires ments of a J61hL If the slab is thin,-a reduction of coarse aggregate size mar bb rt4ulred, and the form shall be overfilled and the excess concrete'106eded off after partial stiffening. s,:T d: ' tbnsolidation:''Each layer of concrete shall be well com• patted and the' tar flushed to' the surface of the forms by continuous working'with mechanital vibrators of an approved type. Vibrators of the type whlch'opetate by attachment to forms will be permitted only when immersion tyype vibrators cannot be used doe to inaccessibility. The vi- brators shall be applied to the concrete immediately after deposit and shall M moved throughout the mass, through layer of concrete just placed, and several inches into the plastic layer below, thoroughly working the concrete around the reinforcement, embedded fixtures, and into the corners and angles of the forms until the concrete is thorough- ly compacted. Mechanical vibrators shall not be operated so that they will penetrate or disturb layer's placed previously which have become partially set or hardened, and they shall not be used to aid the flow of concrete laterally. The vibration shell be of sufficient duration to accomplish thorough compaction and complete embedment of reinforcement and fixtures, but shall not be dome to an extent that will cause segre- 104-11 gation. Vibrators shall be kept constantly moving in the concrete and shall be applied vertically at points uniformly spaced, not farther apart than the radius over which the vibrator is visibly effective. The vibrator shall not be held in one location longer than is required to produce a liquified appearance on the surface. Internal vibrators shall maintain a frequency when submerged in the con- crete of not lsss than 6,000 impulses per minute for spuds with diameters greater than 5 inches and 10,000 impulses for smaller spuds. The inten- sity (amplitude) of vibration shall be sufficient to produce satisfac- tory consolidation. A sufficient number of vihrators (powered pneumati- cally or electrically) shall be used to provide one for each ten cubic yards of concrete per hour being placed. At least one vibrator, which may be of the gasoline powered tyDb, shall be imor.,idiateiy available as a standby for eac'; two vibrators in service. The Engineer may require the Contractor to use a vibrator of larger size and power if he feels, based on observed performance, that it is necessary to produce ritisfactory consolidation. All vibrators intended for regular service or standby service shall be checked and approved by the Engineer prior to the be- ginning of the concreting operations, e. Embedded•Itemsso Before placing concrete, care !,hall be taken to determl ne ~a a embeded items are firmly and securely fas- tened in place as 16dicated in the drawings or required by the Engineer. All embedded items shall be thoroughly clean and free of oil and other foreign material. Anchor bolts shall be set to exact locations by the use of suitable anchor bolt templatest or as otherwise shown on the plans. • r 2, Placing Concrete in Cold !feather: No concrete shell be placed when the a sp r c temperature sat or low 40 degrees F. (taken in the shade away from artificial heat) unless permission to do so is-given in writing by the Engineer. When such permissrion 1s, given, or in cases where the temperature drops below 40 degrees F. after the concreting operations,hoo boW ttarted, the Contractor shall furnish sufficient canvas and framework or other type of housing to enclose and protect the structure I- such`a way that the air around the forms and fresh concrete can be kept-at a'temperature not less then 50 degrees F. for a period of five days after the concrete is placed for normal concrete, and for a three days for highearly-strength concrete. Sufficient heating appara- tus such as stoves, salamanders, or steam equipment, and fuel to furnish all required heat shall be supplied. The treatment of mixing water and aggregates Used in mixing concrete shall be supplied. The treatment of mixing water and aggregates used in mi).ing concrete shall be as speci- fied in "Concrete for Structures". It is understood that the Contractor is responsible for the protection of concrete placed under any and all weather conditions. Permission given by the Engineer to place concrete during freezing weather will in no way relieve the Contractor of the responsibility for satisfactory results. Should concrete placed under such conditions prove unsatisfactory, it shall be removed and replaced, 3. Placing Concrete in Water: Concrete -nay be deposited in water only when speecifie on the ans or with the permission of the Engineer. 104.12 The forms, cofferdams, or caissons shall be sufficiently tight to pre- vent any water current passing through the space In which the concrete is being placed, nor until it has set for at least 36 hours. The con- crete shall be carefully placed in a compact mass by means of a tremie, closed bottomdumping bucket, or other approved method that does rw)t permit the concrete to fall through the water without adequate protec- tion. The concrete shall not be disturbed after being deposited. Depositing shall be regulated to maintain approximately horizontal surfaces at all times. When a tremie is used, it shall consist of a tube having a diameter of not more than ten inches, constructed in sections having watertight connections. The means of supporting the treaie shall permit the movement of the discharge end over the entire top surface of the work and shill permit the tremis to be rapidly lower- ed when necessary to choke off or retard the flow. The number of times it is necessary to shift the location of the tremis, for any continuous placement of concrete, shall be held to a minimum. During the placing of concrete, the tremie tube shall be kept full to the bottom of the hopper. When a hatch is dumped into the hopper, the tremle shall be slightly raised. but not out of the concrete at the bottom, until the batch discharges to the level of the bottom of the hopper. The flow shall been be stopped by lowering the tremle. The placing operations s'hsil been the work is completed. When concrete is placed by means of the bottom-dump bucket, the bucket shall have a capacity of not less than one-half cubic yard. The bucket shall be lowered gra4ually and carefully until it rests upon the concrete already placed. It shall then be raised very slowly during the discharge tra- vel; the intent bean to maintain as nearly as possible, still water at the point 01',dischare and to avo;d agitating the mixture. 4 `'Alaciin Co~ntlrete Slabss Concrete in columns, wells, and deep beams or g r emirs-steal eTball owed to stand for at least one hour,'or more if specified by the Engineer, to permit full settlement due to consolidation before concrete Is placed in the labs they are to sup- port~ Haunches are'considered as part of the stab and shall be placid' integrally 'with 'them.' The surfaces and material over which a'slab placed on the ground is to be poured shall be in accordance with the item "Earthwork". When slabs are poured in strips, the widths of the strips, unless otherwise specified or shown, shall be such that the concrete in any one strip will not be allowed to lie in place for more than one hour before the adjacent strips are placed. Immediately before placing concrete, the cushion to receive concrete shall be dampened to prevent too rapid absorption of moisture from the concrete. Concrete shall be of comparatively' dry consistency and shall receive the finish hereinafter specified. 5. Placing Concrete in Foundations: Concrete shall not be placed in footings until the dept Fi an character of the foundation has been in- spected by the Engineer and permission has been given to proceed. The placing of concrete bases above seal courses will be permitted after the forms are free from water and the seal course cleaned. Any necessary pumping or bailing during the concreting operations shall be done from a 104.13 suitable sump located outside the forms. Concrete in deep foundations shall be placed in a manner that will avoid separation of the aggregates or displacement of the reinforcement. Suitable chutes or vertical pipes shall be provided. When footings can be placed in dry foundation pits without use of cofferdams or caissons, forms may be omitted, if desired by the Contractor and approved by the Engineer, and the entire excava- tion filled with concrete to the elevation of the top of footing. Where this erocedure is followed no measurement for payment for "Extra Con- crete will be made for concrete placed outside of the footing dimen- sions shown on the plans. Curi Concret': 1. Generel Requirements: Careful atteition shall be given to the proper curing o all concrete in structures. Curing method shall be one of,the following typgs and shall be applicable under the indicated conditions. a.- gin brave Curin : Membrane curing may be used on surfaces not to recelve a ru a inisho vertical or sloped surfaces on which additional concrete Is not to be directly applied, and surfaces after receiving first-rubbing with No. 16 carborundum stone. 104-14 I b. Cotton Mat Curin : Cotton mat curing shall be used and membrane curing"is prohibited on surfaces to receive first rubbing with No. 16 carborundum stone, surfaces to be painted or to which bituminous waterproofing is to be applied, and contact areas of construction joints. • c. Cotton Mat or Waterproofed Paper Curia : Cotton mat or waterproofed paper- r curing shall use and membrane curing is prohi- bited on slabs on which additional concretes mortar, or terrazzo or other flooring is to be directly applied and or slabs which will receive liquid concrete floor hardener. d. Cotton Mat or Water roofed Paper or Membrane Curin : Slabs on which additi ono concrete, mortar or terrazzo Is not-to-be directly applied may be :ured by use of cotton mats, waterproofed paper, or by membrane curing, except that cotton mat curing may be required on floor slabs of buildings and basins where weather conditions are such , that rapid loss of nwisture would result by using membrane curing. 2, e t . 'f 60!4 Pe_riod: All concrete shall be cured for a period of sevgri onset days, n Goid weather, when curing may be . retarded, t},~s p ~lod,sfi y a 1 W extenled until r "curing-days" have passed. up, to I ;1,inlit ;Qf 14.cghsetut ve days., A "curing-day" is defined under 4a ;g o' h 1' of this Item. 3. 1, ftifal nd h! iv a. Cotton ts: Cotton mats shall uniformly 'contain ,At least fhrle-fou s o a and of'Cotton filter per square yard of mat, shall have covering cloth 4eighinq'not less than six ounces Per square yard, shall be of convenient size for handling, and shall have six-inch peripherl f1 ps gr overlaps, the mats shall be in contact with the entire dohere a surface and shall be kept moist for the specified curing period. b.' Wate roofed Paper, Waterproofed paper for curing slabs shall be non-staining an s rong enough to withstand the hind fnd abra- sive action of workmen walkin§ over it. The type and quality of the paper shall be subject to the Engineer's,apprcval. Cemented points shall be lappedat'least six inthds and overlaps of blankets shall be at least 12 inches and `shall be securely weighted to form a closed joint. Holes torn in thb blanket while in use shall be patched immediately, and in locations where pedestrian traffic is unavoidable, suitable walkways shall be provided to protect the paper, c, mbean C rim C m nd: Membrane curing compound shall be a resin base With t co ore n with fugitive dye, ready for use other than stirrin§, ang of such composition that it will remain intact as a sealing coat for 2 days, An acceptable compound shall have such sealing qualities that the moisture loss from test specimens shall not 104-15 L be more than three and one-half per cent when tested in accordance with Method of Test for Water Retention Efficiency of Methods for Curing Con- crete, ASTM Designation C-156 when the sealing compound is applied at a coverage of one-hundred and fifty square feet per gallon. The sealing compound shall be sprayed on, using pressure-tank type spraying equip- ment, and the sealing compound shall be thoroughly mixed Just before and during application by either a power-operated mechanical stirrer or compressed air to the satisfaction of the Engineer. Curing compound shall be strained through gasoline strainer as it is poured into spray- ing equipment. Application of the seal coat shall be on a moist sur- face, shall be uniform as indicated by the color, and shall be at the rate of one gallon per 150 square feet, applied in one coat on hori- zontal surfaces as checked by area of surface and amount of material used. On vertical surfaces curing compound shall be applied uniformly in two coats at the rate of 300 square feet per gallon. The application of the curing compound shall follow immediately after removal of forms and preparation of concrete surface as specified, Within thirty-minutes after form removal on any surface to be cured by membrane, patching shall be commenced,or,the surface shall be kept wet by sprinkling until patching is GomraenGed:;Curing compound shall be applied immediately after any patch it made:unloss other curing is.provided. Seal coats shall r" I n ih'pla' and be prdtetted against abrasive action for a period of 28 this if in an-area where 14-day curing is required and 14 days if in an area where 7-day curing is required. Seal coats on slabs shall be protected by a one-inct± layer of sand or earth or by other approved means. The protective coating shall r.ot be `placed sooner than 24 hours after the seal coat has bgen applied. Any damages to the membrane,44Oeting..ithtn the period of time r~Qted;above shall be repaired immediately by a )Iberal application of the compound. M. Removal Fo_rms.¢nd Falsework: Forms and falstwork may be removed when t concrete as age or a minimum number, of curing da„vs set forth in the lollowing table: forms,and,falsework under slabs, beams or girders 7 days Forms and,f4lsewor,k'under beanie of frame bents 7 days. Forms for walis,, columns and sides of p4irs 2 days The term "curing-day".will be interpreted as any calendar day on which the temperature is above 50, degrees F., for at least 19 hours. Colder days may be counted if satisfactory provision is made to maintain the air temperature adjacent to the concrete constantly above 50 degrees F., throughout the entire day. In continued cold weather, whAn artificial heat is not provided, the Engineer may permit the removal of forms and falsework at the end of a period of calendar days equal to twice the number of curing days hated in the above table. Test specimens may be made at the Option of the Engineer for the purpose of determining a satisfactory time for Form and falsework removal in cold weather, and when tests made on specimens cured under like conditions to the curing of the structure indicate that strengths equivalent to the 7-day strengths as given in Item 102, "Concrete" have been attained, the forms and 104.16 falsework may be removed. In no event shall this rem val be done in less time than the curing periods given in the table above. Forms for the portions of slab :hat cantilever more than one foot beyond the outside beams shall not be removed in less than four curing days. . N. Defective Work: Any defective work discovered after the forams have been removed shall be repaired immediately. If the surface of the concrete is bulged, uneven, or shows excess honeycombing, or form marks which defects, in the opinion of the Engineer, cannot be repaired satis- factorily, the entire section shall be removed and replace:. 0. Filling Tie Holes: After the tie rods are broken back or removed, the ho es s a e ed solid with cement mortar, similar to that used in concrete. The mortar shall be as dry as possible and carefully packed into the holes in small quantities. After the holes are com- pletely filled,,all exce!~, mortar shall be struck off flush and the surface finished in such a manner as to render the filled hole as in- conspicuous as possible. If these patches appear to be darker than the other surface of the concrete, white cement shall be used in the mortar as required. P. Patchin Slight honeycomb and minor defects in all concrete surfaces s b4 potc* with cement mortar mixed in the save pro- portions of cwnent Atid fine'pygregate as the original concrete. Fin- ished r,urfaSa4 contalirlfn~r'sgnd steeak5,6r Voids wi11 not be acceptable, and shall not;be p144t r44 'Over, Such defective concrete shall be repaired by cutti '4u1.the'Unsatithe y material 'and replalcing it with d pack" Y,`which"shall be securely keyed and bnnded.to thl old concrete and t,'mlhed icy tucl~ d MOr,as to render the Jointing9 as inconspi6i6s as possible: T Is concrete shall be drier then the re- gular mixture and shall be thoroughly tamped into place: Each defective area shall 4 ;,ut, ba 1k WT pneu"tic chipping tool ,as deep ,a1s the defectlyc'#rea,sX103s O 111n nd, 4434 less thsn one inch. The holes` sha11 theh..be p I- tedwitk an 'a¢PMV04. bo;hdtAg agent, such a;s 041-0e14- C, and, t.hi;h, fled 't4. Kith{ t;1}~~re~-fo4rths 104) df the surface with approvptl niy~ hrthi4 itlppp{ae. is, directCd Ey"t*A ,(nglneer ipd t1}e ren+ainder of the }~ble,f t1pd tith regular `dry' pack mortar: The' surface, of such 11 f dry pack mofl patchepp ;A4ll. Pin a f.inisreQ as, aboVp' specified. All shall bb' d,,' EA ihtQ 'place with suitable hammer and. wooden blocks. Al patches which De 4.~ tin6ousty exposed to mater shall be' madd with non-shrinking grout in accordance with "Conerete", of these specifi- cations. icon-shrihking grout will not be used where it would be subject, to observation.` Q. Finishing,Slabs_: 1. General; Except as elsewhere permitted in these specifi- cations or as awn on the drawings. all slabs, platforms, and steps shown on schedule plans~inishes specified following Oall be m,i utilessmonolithically. shall apply 104-17 a. wood Flo t Finish: Roof slabs, valve vault and manholes, , floor slabs of Basins. an tops of walls, exterior slabs except working platforms. b. Steel Trowel Finish: All interior slabs. c. Brush Finish: Steps, walkways, exterior working plat- form. As soon as concrete placing operations have been completed for a slab section of sufficient width to permit finishing operations, the concrete shall be approximately leveled and "hen struck off, tamped, and screeded, The screed shall be of a design adaptable to the use intended, shall have provisions for vertical adjustment, and shall be sufficiently rigid to hold true to shape during use. The initial strike off shall leave the concrete surface at an elevation slightly aboYo.grode so that, when consolidation and finishing opera- tions are completfd,.the surface of the slab.wil,l be at the grade eleva- tion shown on the plans. Tamping and creedingg operations shall be continuld until the`cor►cro-te`Is properlyy consolidated and the surface voids are elinfntpd. ,the, urface snail thin be brought 10 a smooth true aligg4*p;;b miens pf long)tudI ;I streedingo flodtiri9, belt" ng; and/or,.o w t m4tiods.epproved by thi, ngineer; ,Vhen templltes'ere used, they ihall be-off itch desigq As to permit early renaral in order .o avoid construction Stilts and to permit satisfactory finishing at and edJactgt~fo,the.tg,nplate. ; While the cQrite Is still Pit,. t~ci.t4e surface shalt be'straighted9ed by thed qf 'a stando"Od ten (11 ) ,foot motel, stretght@d9e. Sith pass of the str~igftgtiga`sha11. 16d half, of the preceMg passt All hi h spots shall r,"Yed and 801.' depre3st'04 ; 11 be, ;filled,With frO concrete and re 0aWs The'checking with Stodi tedge shall continue durin9.the' final f iii,;►irtgg o ra ,ion until ,the surtgse is true to, grade and free of depress gns,,1t h,spgi;A,.vQlds,,or roggg1i spots. the final syrfoci shall be checkeq.with the straightedge and shall conform to the talloxlnQt ordinates ,p Aiured frog the facg of the straightedge to the torfece of the slab shall: not exceed ogle-sixteenth inch per foot 'from the nearest point Of contact and the maximum ordinate shall be one-eighth inch„ Edges at all expansion joints, construction joints, and elsewhere as directed by the Engineer, shall be rounded with a suitable jointing or edtiing tool. 2, o d to t' inish: Surfaces shall be finished using a wood float to a rue even p ane with no coarse aggregate visible. In the initial floating, white the concrete is plastic, sufficient pressure shall be used on the wood float to bring all excess coisture to the surface so that it can be removed. A final "tight '71oat" finish shall be given to the surface as the concrete hardens. The surface shall have a uniform appearance and shall meet the straightness requirements. 104.18 3. Steel Trowel Finish: After all surface moisture has dis- appeared foTToti+ ng t e n t a wood float finish, surfaces shall be steel trowelled to a smooth, even impervious finish, free from blemishes including trowel marks. Where indicated on the plans, a floor hardener shall be applied to slabs receiving a steel trowel finish. Floor hard- ener shall be applied in three applications in strict accordance with • the manufacturer's specifications. All building floor's on which no other finish is required shall have a floor hardener applied, 4. Brush Finish: Following the steel trowel finish, surface of the concrete she a rushed lightly with a soft-bristled brush. The brush shall be kept clean and shall be dipped in water frequently so that it will be clean and wet at all times. Brushing shall be limited to that necessary to remove the glaze and produce a nonslip surface. 5. Power-Machine Finish (OptionIn lieu of M nd finishing, surfaces of sia sb requiring wood-f oat finish may be finished with an approved power finishing machine, which machine shall be operated in accordance with the directions of the machine manufacturer. Following machine finishingg ir~rregularities left by the machine shall be elimi- j noted by,hAnd trowelling with a steel trove ..Power machine finishing May also be used as the initial stop in finishing surfaces requiring a steel tro ml finisht~however for steel, trowel fin±she; the entire surface shall be i w its final finish by.ljand, using a ste41 trowel. Where steel, trowel tui faces ar0 to CeC0 a i'logr pwer4n4, tt:9 iw required that the entire surface be hand trowelled but all irrtqular ities left by the finishing machine shall be eliminated by hand trowelling. The preparation of surfaces for finishingg by machine shall in general be as hereinbefore required %for,h4nd finishing. b. ktfS rfng`Orginaae; Where indicated, on 'th Plans,' slabs shall be slope to provide drainage, with such slabs to have A minimum thickness of that shown on the plans. Where floor drains ere shown in slabs arty slogq,of,floor, is not Ind c4teq '.floors shall be sloped to drain on a .grade of Qneq$ixteerlth rich 1/16") per -foot, ,with a maximum total slope of one and one quarter inches (1-1/4"): Thickne;s of slab at floor drain shall be thickness of slab as indicated on the plans. 7, SS.i_dewal~gi .;Sidewalks shall be given a brush finish. Side. walks shall b"{e lagged" at a space equal to the width of the walk using an approved tool having a radius of approximately one-quarter (1/4") inch. 8. Finishing in loot, OrY Weather: During periods of high temp- erature and or low humid Ity, extreme care shall bn taken in the finishing of slabs to eliminate initial shrinkage cracks. Following the initial set of concrete but while the concrete is still "green," finishing shall continue as required to remove shrinkage cracks which may occur in the 104-19 initial set of.contreto. In hot, dry weather, a cament finisher shall remain on the job following 'normal finishing oppeerations for a sufficient length of time to insure the removal of initial shrinkage cracks. g. Tops o Walls,.- Tops of walls which are to remain expoted shall ba given a woo oat finish. After wall has been poured to - within 1'-0" of top, pouring operations shall stop for approximately one hour. During this period, all chamfer strips shall be carefully checked for proper fastening and 'aliynmentI and top of well form shall also be checked, with either string line or transit line, for exact alignment, and any necessary edy'ustment made before final lift to top of wall is poured. It is imperative that finishers refiain to work finished top surface until 'nitial concrete set is attained. Adding thin layers of grout to tops if walls for finishing or leveling purposes will not be permitted. R. Finishing Of Walls and Other Structures: 1. G i A l concrete shepll be finished as specified here- inundsr. t'chimop.r'!pair0o firlshfng and Cleaning shall f611ow i_m_m~e_d_iat~el 0 r tho ee:h6m Of '~6rris` 0d all finishing 0411be c~apleted withi jv4n'dbjq►3"hftlr form Aee CCersgred ' Careful attention shall be 106h) Q curfq is'fini` tng'•p 6006 sesr'~Thd1ngine/r may withhold 9r e660 0,Ontil all finishing is completed as specify .r 2.' .46U011 hl shi' All tondrete for which no spatial Mi sh is indicated or re- quired•shall have all rtiei'r4raoved'`aAd'all holes filled , as specified Para raph "111 Ung Tie Holes," and all .defects repaired as s ififd` s? Par'a~!Fh6"p c i "'ebove+ All `tit,od'rough edges pec ~1 M 4 A T ~ shall be reip4d: X1'1 f. ~f;f:.T 1'(7 Y ~i:'i, 1P, ...T' . • _ .i 3' tViA064d 2dncrdte 00fides 649capt, archi• P1det~r~'F~infs'; the "matdMal `Shall be Thora tectural" ''a rats s~ a ¢iastdr tlnssh. seal PIA140 M14 pav&eter` o ,appr6Ve'd"equal `white finish'shall be, used on alt fnfida`riaills "ond`ceilin C " Pearl tray' finish shall be used on outside walls. All surtoces shall receive two (2) applications of plaster, with fix apd ,plication procedure in exact accordance with manufacturdt's' tec pri' atiohf.; tstructures 'will node 'acceptable until all surfaces a d'unlfnrj in color' and tdkture. Surfaces to receive plaster finish include: e) of all Out3lde exposed ffalls~(to l'-0" below fin, gra oncrete ' basi'rs str 4;tures: 'a+ho 2 '1 hsidtr4kp6sed walis'of all hydeW it basins to 11-Ow below M hi*km ►ie00 1eV61 Inside walls of filters to 11•0" below surface of filter media, All other miscellanecus exposed vertical surfaces, including manholes, c0 umns, retaining walls, etc. END OF ITEM 104-20 ITEM 106 - REINFORCING STEEL A. General: This section contains detail specifications for furnish- ing and pTaicinqq reinforcing steel of the type, size, and quality desigy- nated for use`in'structures as shown on the plans and in accordance with these requirlments. .1 1 6. Materials: All bar reinforcement shall conform to A$T11 A 615- 72, and sha grode 40. Welded wire fabric (WWF) shall conform to AST11 A 185: Reinforcing steel shop drawings shall indicate bending diagrams; ssseftly diagrams; splicing and laps of rods; shapes, dimen- sions, and details of bar reinforcing; and accessories. Drawings shall be prepared in accordance with ",Manual of Standard Practice for Detail- ing Reinforced Concrete Structures", ACI 316. Scaled dimensions from ' Structural D01 wings shall not be used in determining lengths of rein- forcing rods. 'Shop drawing's shall show complete elevations of rein- forced concrete walls and indicate" reinforcing, C. Fabrication: Fabrication and bending shall conform to the require- ments of the Concrete Reinforcing Steel Institute ~Ma,.n~0 of Stands d Practice", January 1, 1973, Oapter 7, "Code of Stands" Practice or fabrication 4f Rginrgrctn~ Materlals and Service". 6. SOH " ''Steel' Winfiore.6krit shall' be stored above the surface of the ro ' g pon platforms, skids, or other supports, and shall bo pro- ti x I a411 from mechenlcal,injury and purfa4e Wa r- . , 1 tected oascauftr r a Pr4~ i f ruytI whlh I~ced In the work, ddq y @ y 4,to cohditi At prod Cl iE'fh511 red frten'dir scdle,-du t' aiht';'MJs , oily or other foreign material. E. Reinforcing Steel Schedules: Prior to the delivery of any rein- forcing st~~q pr,q1ec, thq Contra for hall submit to the En- gineer for 4 vA `c p1 t 's he¢ui ~ for' t1 rdfnfo 1n 'i sal t0, used iq,tf k: ch~i'`1 f ~Ocatori )td and Wf"of fa Te~gt s ' ; bend di `f6 a ( r. p b'va1 of YyCH's1cA/~dg1e ={i11'Ao relieve th Gs F c or~ 'tfa turn s'h r~ 6f1"i'iififdi'C$Mnt requir6d"tor` a construe tract uCi, ate { p ~s~fo',i`6f the 'Orglitt in ;Accot!40 i with'thi COA- S 1 ~JTi J ! d F. PI ac pie '!te 'Rai nforciimer{t: Rei'ntoreemegt 1'A 'conc to struc- tures s a P 4 u y d ccUt' tel lam 1 :'tld; nd shall comply''lii,th, the'+44VirelheHs'of ACI d ~Jdl-12,lekca It as mods" i t fied herei Sdire tee'refrlfoi~c' ant';'hall„be' placid 10 the as' t `position as showrM b piah's and `h~ 11 securely in pl ace during 'th' "p1a' ing of concrete. Vertical stirrups shall always pass around the itsaiA tension ' members aq be, securely attached hereto. The rO nforcing steel, in all concrete !Q 11 ehb11 be ioi4 Its proper dista'111ce from the, face, of the forms by , 6TH a~pro~eyd~ aidalfiz d metal 3prceit 60, dpplrove6 Precatt mortar p 11 on for wdidlnq ii; made, all reinfo4'1 - s 1 shall be Arid 'tjethe'r it 411 Antor_Ottions. any concrete is placed, all mortar and debris shall be` 'cleaned frond` ,the reinfor~.;~rt4n~,,, . 106-1 Precast mortar of congrete blocks to be used for holding steel in posi tion adJacent to formed surfaces shall be cast in indivtdual n01ds meeting the approval of the Engineer and shall be cured by covering with wet burlap until aged s•ifficiently to be removed from the molds, at which timi the blocks shall be immersed in water for the remainder of at least a four-day curling period. The blocks shall preferably bt cast with the sides beveled in such manner that the size of the block in creases array f6* the' area to be placed against the forms. blocks in the form of a frvstrum of a cone or pyramid are preferred. A suitable tie wire shall be provided in each block, such wire to be used for anchoring the block to the steel in order to avoid displacement in placing the copcrete,,•Except in unusual cases, and when specifically otherwise authorized by the Engineer, the size of the surface to be placed adjacent to the forms shall not exceed two and one-half inches square or the equivalent thereof. Blocks shall be accurately cast to the thick pgss required, and the surface to be placed adjacent to the forms sha be,p true plane free of surface; imperfections. Sheets of wire mesh or fabric shall overlap each %`)thbr sufficiently to maintain,a,ypi(grm,aYrgpgth,.,,and~;hall be. securely, fastenedr at; the, ends. and edges No concrg, e;~ all e''d4 ii: Lho `d;pnlf ha,E pineer.liq i tplCtpd' placing D (,0#,rsinfpN,n91P.gN1,'ap-,' ,9 veq, ri?~ to A t4'p1eCf r concretie. F. S li rsr . p~n s ; 4A 'Qty' xce~ f ` t E plans,; h ` Approvag i41~'b A aEc{~14 1 i14 k ac1~4A;rQ no, gg lute; written a4Q!'oVVf4i,~ if~4o~;• 4;E~ ,sM~l,.j v~r,~ to h ! shown in 040 T4010 n ~e g00P~,4e4 h sRe drf±+j,ngali,b~t a~l ss than 12 inches, exceptIn (he case of wo did splices, Arid shall bq, 11 distributed or else located at points of low tensile stress. The" cllkr'` distence_b1;e bars,she}1, pply„~ the clear distance between tact spit a e 44~~n ct spl a qr ri the s' spa 1 rigidly c~~P!' atilt splS4srl pier'',' a, P1 d Enginee gQts o.4~ r,o, m htpr~fabr c A 1 oy'Orlpp $dch othdr, auf- ficient~ySSrr~oPlaill ~.ll.e~On~,(4rA wen" end shal),.Re a-durol fastengd at the eSVP4tl4 f,r~u t't,,;,E tir.', (f , fly 1~ .t , . provi2. tide d' xgere s~oy+n, on tie lilar>p;,~r. requlre by t)e 7;.~ orb otha;r, pcrtipeq sRePificp ipo$ welded bar. splices sh4 Buie fin, 4~ie ei s,uc~ spl ices, pail 'be .40 fed bens 1 it' r t h_ rwP.~ n ar ty twelve-(hch wtd h of rr 4t1111 p 4,~ 4 ki'j QRe,pain Splices shall be full penetration direct butt welds, single-bevtl groove weld for vertical bars and single vee groove weld for horizontal bars. Welders performing these welds shall have been previously qualified by 106.2 test prescribed in the Standard Qualification Procedure of the American Welding Society, latest edition. The test shall be certified to by a qualified commercial testing laboratory to be approved by the Engineer. All welding will be subject to laboratory inspection. All weldingy of reinforcing steel shall conform to AWS Specification 012.1 - "Reinfor- cing Steel Welding Code". The chemical composition, as given in the mill report, will be required before welding can be authorized. EH0 OF ITEM 106-3 ITEM 110 - CURB, GUTTER AND SIDEWALKS A Description: This item shall consist of reinforced concrete com- bi ned curb and gutter and sidewalks, constructed in accordance with the lines, grades and sections shown on the plans or required by the Engineer. B. Materials: The concrete shall be 3000 psi Class A, except with Type Cement, and shall comply in all respects with the Concrete speci- fications as written elsewhere in these documents, and the reinforcing steel shall comply with the specification for reinforcing stool. Ex- pansion joints shall be spaced as shown on the plans, and the joint filler shall be premoulded cork fill bituminous expansion joint ma- terial. C. Const ctlon Methods: Concrete shall be deposited so as,to maintain a horizontal surface an shall be thoroughly and cortinuously worked into all spaces and around all reinforcement so as to form a dense voidless mass. The coarse aggregate shall be worked away from contact with the forms so as to form a smooth, hard exposed concrete surface. The concrete shall preferably be poured continuous between expansion Joints. W Construction Joints are allowed at other tocatians by the EngIneer,:they, shall be, properly, constructed with wood bulkheads oad with the rol6foreing stei continuous through the joint. All forpstshallibe,made' of lumber or steel, and she 11 be framed, braced and staked in a substantial and approved manner so as to insure per- fect alignment and grade. All forms shall be clean and shall be wetted immediatelyioafore, concreting.. Carb' should be taken in removing forms to prove W marring,tho'codcrets. All reinforcing Steel,shall:be of the size shown On,the plans and accurately held a n,place while,conerete is po+hred. The steel shall be continuous {between-expansi6n,joints and OW be wired at all inter sections, 4 The Contract6r shall ~do,all,necessary-filling with sand, leveling,- and fine grading required to bring the subgrade`to the gradet'speci- fled. Foundation course for curb and,guttet shall conform to the ee4uire- ments of lime stabilized subgrade material Thickness, line, grade and section shall be in conformity with plans and specifications and as established by the Engineer. All concrete curb, gutter, and/or combined curb and gutter shall be monolithic construction and shall be finished by removing forms as soon as possible, rubbing exposed concrete with a wood float and then brushing transversely to obtain a smooth uniform brush finish. Suitable tools shall be used to form the radii as shown on the plans. ' llo•l One-half (1/2) inch premoulded expansion joints shall be placed at driveways and normally at thirty-six (36) foot intervals through the curb and gutter. Expansion joints shall be placed between curbs and abutting structures, such as sidewalks, buildings, driveways, etc. All joints shall be cdnstrurted in a neat and workmanlike manner with tooled edges. All joints through the gutters shall be sealed with asphalt, or other suitable sealing compounds, Curing of concrete shall be done by applying a curing compound as pre- scribed under the specification for concrete, or by keeping the concrete continuously wet for a period of 72 hours. 'Curing shall begin inmediately after finishing. A delay in applying curing compound will make its use ineffective and the Engineer would in this case require a continuous water cure. , D. 8ackfillin : Immediately after the curb and gutter has been cured and in>pec e t e,backfill shall be placed and compacted behind the' curb, leading the fihished fill firm and at least one (1) inch-higher than the top of the curb.,;Comoaction of the fill shall be atcomplished by moistening and hand tamping, machine tamping, or rolling with a tractor wheel 0 'provided such can be done without damaging or-ditplacing the curb end gutter; c s c: , , E. oncretb Driveways and, Sidewalks s All existing concrete curbs, gutters, driveways and sidewalks removed or damaged by:the Contractor shall be replaced with concrete complying with these specifications. The existing concre W which has, W be removed shall: be'cut with;a'con+ crete saw oFlcut W a xpaA'Sion joints-so asito provide square:Joints between oldianafnewxconceotei ;New.,sidewalks thall:be constructed at locations shown on the plans and at grades required by the Engineer. The proposed irelhforted concrete sidewalks end driveways indicated on the plans: shalI be constructed of 3000 psi concrete of thickness shown on the plans on a one (1") inch sand cushion. Refi,forcing shall consist of No. 3 bars or wire mesh as shown on the plans. Th' surface - shall:be --finished with a'steel trowel and 'then given a brush finish pnd.cueed as herein specified. FND OF ITEM 110.2 ITEM l12 -.MISCELLANEOUS METALS A. Work Included: Furnish and install all labor, materials, equipment and accessories necessary for or incidental to miscellaneous and orna- mental specialty metal work, except architectural, shown on the drawings or specified herein, including all anchors, hangers, rods, bars, brackets or fasteners required to complete this work and to connect to work by others. Provide inserts for concrete where necessary. Submit four (4) copies of shop drawings for all miscellaneous metals for Engineer's ap- proval prior to beginning any w,)rk. 8. Fabrication: When a specific manufacturer's article or apparatus is spec a it shall be applied, assembled, or otherwise installed in accordance with the monufacturer's specifications. Insofar as possible, all items shall be shop fabricated and assembled ready for evectie:r. Fabricate articles to paper shape with sharp lines and smooth surfaces. Connections shall be securely welded, bolted or riveted and w0 ds shall be dressed smooth on exposed surfaces. Thicknes$ of metal and component parts Shall be of size adequate to withstand strains reasonably antici- pat4d for'A is Nsage.';Provide lugs, rabbets', Or brackets to allow for proper,a*si'bly,and close fit. Expposed edges; and end4 of "4"19n shall be dressed smooth Where exposed. Castings shall be of proper esand sound, and exposed parts shall have no blemishes. Remorse fins, casting lugs ,,qqr o,th r.unnecessary parts, grind rough edges and shape for fit wit K, pthe4';ponent ~ariys, C. „ Mat ib '~1)ed Sha es:, ASTM A36 having a minimum yield strength Aan. 2. Miscellaneout'Steel ASIA A-y, or ASTM A-7=52T, Plates and bo~'s s~hajli c4fr Q F, to -284. C st Steel, G66eral Purpose: ASTM A27, Grade 65.35, 4. " Cast`St, i6l 'Structural : ASTM A418, Grade 80.50. 5. S e21`Folincs: ASTM A235, Class Cl, F or G. 6. Cast Iron: Sort, gray iron, ASTM A-48, Class 30, 30,000 psi tensile strength. Accesspries and connections shall be steel unless 66t6d otherwise, 6614' n in' : Galvanized ruetdls shall conform to ASTM A-123 and AS#M A- 8„r B. ,'W.e_l~in~ E c rho s: Electrodes shall be of the type required for the p~ rpose 1hte'tA ed, gLse E70 series for manual are lm: ding for A07 or A36 steel. ll2-L 9. Aluminum: Aluminum shall be of an alloy suitable for the function intended. Finish shall be as noted on the drawing, otherwise shall be of recognized industry standard ..°or type of component. 10. Fasteners: Fasteners shall be of the type required for the purpose intended and shall include rivets, screws, and bolts with washers and nuts. Structural joints shall have high strength bolts conforming to ASTM A-325. Generally, fasteners shall be of a metal compatible with the material to be fastened. 11. Shop Paint: All ferrous metals shall receive one shop coat of Glidden No. 506 Liquid Red Primer, DuPont (equal quality), or equal. D. Miscellaneous Structural Fabrication: Steel components shall be shop abbr cated of Stan and structural shapes, or bent plates to the designs shown o.n the drawings. Frames shall be shop assembled by weld- ing or bolting. Set frames ~n place plumb, level and square in all directions;nd s % urely braclid,to prevent displacement until built into coristryction•, Furnfsh,pno install loose lintels for all masonry open- ings and 'p,$ noted on t4 dre,~wjng;. L'inte'ls shall be of the size, and ?L f, n six, (6) inch bear design ,detai,led,a,nd s,1o t in no case have less tti ino's at each JOp, E. Miscellaneous Frames: 'Fabricate frames'As.detailed,¢y weIdSng, bolting or asteners using best modern practice. 'i:ramps shall be eUe to dimension and shall be set plumb and securely braced to prevent, displacement until built into construction. Provide welded fraares at ach,rooftpepetration ,for. mechanical. equipment,,, including;.exhaust fans, lues, and ventilators. Frames shall be field rield~d;aCrbtS agp chords, of steel joist and shall be of sizes required by aquipm'e`nt.' Provide holes in Autstanding oggt,o legs ,,for bolting; wood curbs. F. Miscellaneous Anchor Plates: Provide all shop fabricated 6earckets, anchors, and we d.p.,ates,necessary to be cast into Job pla ed concrete or welded to structural elements. Provide loose angles, pates, straps, etc., at welded connectlons,as necessary, to complete all erection., H. Manhole Steps% Ma hole steps shall be of the drop front design, 16" wide, non-skid* 606 -1'6 aluminum, conforming to Federal Spec. QQ-A- 200/8,-an¢.1n,compliance with 01 OSHA standards, 1. Ladders: Where ladders are indicated on the plans they shall be of width and eight shown, of aluminum alloy 6063-T5. Ladders shall be WACO standard verti,cAl,]adders, or.Q'Keefe's,,Inc.',s, Heavy,Duty Tubular Ladder, or equal, Raw Sewage Pump Station lad4ers shall be provided with a SAF-T-CLIMB as manufactured by Air Space Devices, Inc., North Roll wggq, GGalifornia,,gr appproved equal. The SAF-T•CLIMO shall be coRnpMe W Eh galy nixed rail with standard ottachlhg ports, SAF-T-LOCK. sleeve and SAF-T-B LI. 112-1' J. Checkered Floor Plate: Where checkered floor plate is shown it shall be galvanized steel. Lifting holes shall be provided in all floor plates which are not bolted in place. Steel angles which support check- ered plates shall be hot-dip galvanized after fabrication. K. Manhole Covers: Manhole rings and covers shall be No. 90 (250 lb.) or No. 95 (2$3-lb.j Trinity Valley Iron and Steel Co., or McKinley Iron Works (equal quality). or approved equal. 1. Stair Nosin s: Stair nosings for concrete stairs shat be aluminum super -grit t 142, wide with anchors for casting in the concreto. Nosings shall be Wooster Products, Inc., Reliance Steel Products Co., or equal. M. Hinged Covers: Hinged covers for Sample Boxes, or other locations where Indicated, shall be Washington Aluminum Company, or equal, Type "B" Access Hatch of size indicated, Babcock-Davis (equal quality), or equal. Door shall be 1/4" aluminum diamond plate reinforced to with- stand a live load of 300#/sq. ft, with torsion spring to afford easy operation and automatic hold-open arm, snap latch and 1" drain coupling. END OF ITEM I 112-3 ITEM 113 - STONE AGGREGATE FILL AND SOIL STERILIZATION 1. GENERAL: Under this item the Contractor shall lay a 3-inch stone aggregate fill over finish graded areas between plant structures and buildings and to the back of curb and gutter (or mow strips) all as indicated on the Grading plan. Aggregate shall be laid of a 3-inch depth after all construction operations are finished and after finnih grading is completed and approved by the Engineer. There shall be no sumps to retain water and finish aggregate elevations shall be the finish contours shown on the Grading Plan. Aggregate shill be left approximately 1/2 inch below the tops of curbs or mow strips. Prior to laying the aggregate the entire soil surface shall have been sterilized as covered herein and shall have an overlay of polyethylene sheeting. 2. POLYETHYLENE SHEETING: All polyethylene sheeting shall be 6 mil thickness and 51aacTc' verlay 12 inches between sheets. 3. AGGREGATE: Aggregate shall be crushed limestone conforming to ASTM designat on -448-71, size number sixty-seven (67). One hundred percent shall pass a 1 inch square sieve, 90-100 percent a 3/4 inch sieve, 20-55 percent a 3/8 inch sive, and 0-10 percent a No. 4 sieve (4.75 mm). The Contractor shall submit a one gallon can sample to the Engineer for approval. 4. SOIL STERILIZATION: The entire area to have a stone aggregate fill shall first be given a treatment of "Nalkil 2413". "DuPont Hivar X", or equal product, at the rate of 1 pound per 100 sq. ft. The material shall be evenly spread and generally applied as recommended by the manufacturer. After sterilant is applied, the polyethylene sheeting as specified above shall be installed. END OF ITEM 113-1 ITEM 114 - HANDRAILS AND GRATING A,v Handrails: All handrailing shown on the drawings shall be standard weight black steel. Handrails shall have toe plates, shall be 3'-6" high, maximum 8'-0" post Posts spacing accordance 230 "Painting". be ground smooth. B. Grating: All grating shown on the drawings shall be CHEM-GRATE, FIBERGRATE, or equal, fiberglass grating having 1-1/2" x 1/4" bearing bars at 1-1/4" spacing and 6" o.c. cross bars, or equivalent strength, and grit or concrete skid resistant top. Any grating which is cut shall have edges sealed prior to installation. Grating shall also have in- corporated an ultra-violet inhibitor. Furnish and install all necessary hold-down clips and hardware of 18-8 stainless steel. Bearing angles shall be 1-1/2" x 1-1/2" x 1/4" fiberglass, or stainless steel, with 3/8" stainless steel anchor bolts, nuts and washers at 36" o.c. END OF ITEM 114-1 ITEM 201 - GENERAL EQUIPMENT STIPULATIONS A. S~c~oPP- O. These General Equipment Stipulations apply, in general. to all equipment. They supplement the detailed equipment specifications but in case of conflict the detailed equipment specifications shall govern. B. Coordination: The Contractor shall assume full responsibility for coordT'ation of the entire project, including verification that all structures, piping, and equipment components are compatible. The Con- tractor shall start up each equipment system and shall make all neces- sary adjustments so that each system is placed in proper operation condition. C. Adaptation of Equipment: Equipment shall be readily adaptable for installation and operation Tn the structures shown on the drawings. No responsibility for alteration of a planned structure to accommodate other types of equipment will be assumed by the Owner. Equipment which requires alteration of the structures will be considered only if the Contractor, assumes all responsibility for making and coordinating all necessary ,jlterations.. All such alterations shall be made at the Con tractor's expense. D, Patent alties, All royalties and fees for patents covering mater„a,s, art c es, apparatus, devices, or equipment (as distinguished from, p),ocesses) shal l 'be, included, in prices quoted by equipment, sup- . pliers. E. Guarantee: The Contractor shall guarantge,all equipment 0gains.t (a) faulty ty or inadequate design, (b) impro~er assembly or erection, (c} defective workmanship or ,materials, and (d leakage, breakage, or other failure. The guarantee period shall be as defined in the Special Pro- vislons.., F. Workmanship and Materials: All equipment shall be designed,' fabri- cated _and asseo ed n acco r_Jance with the best modern engineering and shop practice. Individual parts shall be manufactured to standard sizes and gages so that repair parts, furnished at any time, can be installed in the field. Like parts of duplicate units shall be interchangeable. Equipment shall not have been in service at any +:ime prior to deiievery, except as required by tests. Materials shall be suitable for service conditions. Iron castings shall be tough, close-grained gray iron free from blowholes, flaws, or ex- cessive shrinkage and shall conform to ASTM A48. Except where otherwise specified, structural and miscellaneous fabri- cated steel used in items of equipment shall conform to the Standards of the American Institute of Steel Construction. All structural members sh~rll be;considered as;subject to shock or.vibratory loa¢ Unless otherwise specified, all steel which will be submerged, all,or In part, during normal operation of the equipment shall be at least 1/4 inch thick. 201-1 G. Lubrication: Equipment shall be adequately lubricated by systems which require attention no more frequently than weekly during continuous operation. Lubrication systems shall not require attention during startup or shutdown and shall not waste lubricants. Lubricants of the type recommended by the equipment manufacturer, cross referenced with major oil company lubricants, shall be provided in sufficient quantity to fill all lubricant reservoirs and to replace all consumption during testing, startup, and operation prior to acceptance of equipment by Owner. H. Electric Motors: Unless otherwise required by the detailed equip- ment specificatijns, motors furnished with equipment shall comply with the following: 1. Motors shall be designed and applied in compliance with NEMA, ANSI, IEEE, and AFBMA standards and the NEC for the specific duty im- posed by the 6-iven equipment. 2. Where frequent starting occurs, motors shall be designed for frequent starting duty equivalent to the duty service required by Ote drived equipment. 3': ' Unles's'r`4-&)gnized and 'defined by the standards and codes for intermittent duty as standard.industry,practice, all motors shall be rated'for't6ntinubus'3uty at 40t arV dnt.' Motor temperature rise above 40 C ambient on continuous operation at nameplate horsepower shall not exceed the NEMA Iimi for 1.0 service facto r and Class B insulation, or Cla's's' ;i~ sulatidfi ,i '~lsed.' 1'4., MetoH's shall b'e designed for full 'Voltage starting; ' 5. Motor bearing life shall be besed upon the actual operating load,ponditions imposed by the driven equipment. 6. Motors shall be sized for the altitude at the location where the equipment is to be'ti'nstalIed. 7. Where the detailed specifications call for encapsuled motor winding's, the motor shall have''a sealed insulation system desigoA for a more severe,environmeht`than usual varnish treatments can withstand. The Htulatib6 system shall he' General Electric "Polyseal," Allis- Chalmers "Poxeal" or U.S: Motors°"Everseal." Motors in this case may be'3ing1b VOJtAge,rated.' 201-2 8. Motors shall have a clamp-type grounding terminal inside the motor conduit box. 9. Motors with external conduit boxes shall have oversized (:on- duit boxes. It is the intent of this general specification to allow the manufac- turer's standard motor on integrally constructed motor driven equipment such as appliances, hand tools, etc., that is specifically by model number in which a redesign of the complete unit would be required for a motor with other features as may be specified herein. Unless otherwise required by the detailed equipment specifications, motor within the horsepower ranges indicated below shall be rated and constructed as follows: a. Below 1 2 HP: (1) 115 volt, 60 Hz, single phase. (2) Dripproof or totally enclosed, supplier's option. (3) Permanently lubricated sealed bearings, (4)' Built-in manual-reset thermal protectorl or furnished with integrally mounted stainless steel enclosed manual motor-overload switch. D. i to l HP; (1) 230/460 volt, 60 Hz, 3 phase. (2) Dripproof or totally enclosed, supplier's option, (3) 'Specially insulated for use in damp locations below 20 C; (4) Permanently lubricated sealed bearings. c. 1-1 2 HP 1. Above: (1)' 230/450'volt, 60 Hz, 3 phase. (2) t ipproof or totally enclosed, supplier's option., Oil or grease lubricated antifelction or ail lubrip. cated sleeve bearings. (5) Vertical motors shall have 15 year average-life thrust bearings. 201.3 I, Drive Units: Eighty-seven percent of the nameplate horsepower rating of each drive motor shall be at least equal to the theoretical brake horsepower required to drive the equipment under full load, in- cluding all losses in speed reducers and power transmission. The nominal input horsepower rating of each gear or speed reducer shall be at least equal to the nameplate horsepower of the drive motor. Drive units shall be designed for 24 hour continuous service and shall be constructed so that oil leakage around shafts is precluded. 1. Gearmotors: Cearmotors shall be rated AGMA Class 11 and shall bear an AGKC nameplate. 1 2. Gear Reducers: Each gear reducer shall be totally enclosed, oil lubricates, w th antifriction bearings throughout. Worm gear re- ducers shall be rated AGM Class It. Other helical, spiral bevel, and combination bevel-helical gear reducers shall have a service factor of at least 1.50. Each gear reducer shall bear an AGMA nameplate. 3. V~a_rriia_b_l_eSeed Drives: Each variable speed drive shall have a service factor of at least 1.75 at maximum speed. A spare belt shall be provided with each variable speed drive unit employing a belt for speed change. Inless specifi;ally permitted by the detailed equipment speci- fications; bracket type mounting will not be acceptable for variable speed drives, 4. V-Belt Drives: Each V-belt drives shall include a sliding base or other suitable tension adjustment. V-belt drives shall have a service factor of at least 1.6 at maximum speed. J. Safet Guards: All belt or chain drives, fan blades, couplings, and otter `v 114 or rotating parts shall 5e covered on 411 sides by a safety guard. Safety guards shall be fabricated from 16 USS gage or heavier galvanized or aluminum-clad sheet steel or 112 i+ich mesh gal- vanized expanded metal. Each guard shall be designed for easy instal- lation and removal. All necessary supports and accessories shall be provided for each guard. Supports and accessories, including bolts, shall be galvanized. All safety guards in outdoor locations shall be designed to prevent the entrance of rain and dripping water. K. Anchor Bolts: Equipment suppliers shall furnish suitable anchor bolts-tor eacr~tem of equipment. Anchor bolts, together with templates or setting drawingst shall be delivered sufficiently early to permit setting the anchor bolts when the structural concrete is placed. Two nuts.sh,111 be furnished for each bolt. Unless otherwise shown or specified, anchor bolts for items of equipment mountedlon baseplates shall be long enough to permit 1-112 inches of grout beneath the bameplate and to provide adequate anchorage into structural concrete. 201-4 Unless otherwise shown, anchor bolts, nuts, and washers shall be hot-dip galvanized In conformity with A TM A153 and A385, or zinc plated in conformity with ASTM A165, Type GS. L. Eulpment Bases: A cast iron or welded steel baseplate shall be proviaed-for each pump, compresor, and other item of equipment which is to be installed on a concrete base. Each baseplate shall support the unit and its drive assembly, shall be of a neat design with pads for anchoring the units, shall have a raised lip all around, and shall have a threaded drain connection, Baseplates shall be anchored to the con- crete base with suitable anchor bolts and grouted in place. M. Spec ial Tools and Accessories: Equipment requiring periodic repair and austment s a be urns a complete with all special tools, instruments, and accessories required for proper maintenance. Equipment requiring special devices for lifting or handling shall be furnished complete with those devices. N. Shop Painting: Steel and iron surfaces where covered under equip- ment spec cations, shall be protected by paint or coatings applied in the shop. Surfaces which will be inaccessible after assembly shall be protected for the Iife'of the equipment, Exposed surfaces shall be finished smooth, thoroughly cleaned, and filled as necessary to provide a smooth uniform base for painting. Electric motors, speed reducers, starters, and other, self-contained oi^ enclosed components shall be shop finished with a high grade oil-resistant enamel. Machined ,'polished s and nonferrous surfaces which are not to be painted shall be coated with rust preventive compound, Dearborn Chemical "No•ox- ld 2W", Houghton "Rust Veto 344," or Rust-Oleum "R-9". 0. Proteetiohi All,equipment shall be 'boxed, crated, or otherwise, completely `enclosed and protected during shipment, handling, and storage. All equipment shall be protected from exposure to the elements and shall be kept thoroughly dry at all times. Pumps, motors, electrical equip- ment, and other equipment having antifriction or sleeve bearings shall be stored in weathertight warehouses which are maintained at a tempera- ture at least 60OP;; Painted surfaces-shall be protected against impact, abrasion, discolora- tion, and other damage. All painted surfaces which are damaged prior to acceptance of equipment shall be repainted to the satisfaction of the Engineer. . Electrical equipment, contrOlt, and insulation shall be protected against moistute or water damage, All space heaters provided in the equipment shall be kept connected and operating at all times until equipment is placed in service. 201-5 P. Installation Check: An experienced, competent, and authorized representative o e manufacturer or supplier of each iten, of equipment shall visit the site of the work and inspect, check, adjust if neces- sary, and approve the equipment installation. In each case, the equip- ment supplier's representative shall be present when the equipment is placed in operation. The equipment supplier's representative shall revisit the job site as often as necessary until all trouble is cor- rected and the equipment installation and operation are satisfactory in the opinion of the Engineer. Each equipment supplier's representative shall furnish to the Owner, through the Engineer, a written report certifying that the equipment (1) has been properly installed and lubricated; (2) is in accurate align- ment; (3) is free from any undue stress impo-Jtd by connecting piping or anchor bolts; and (4) has been operated winder full load conditions and that it operated satisfactorily. All costs for this work shall be included in the prices quoted by equip- ment suppliers'. Q. O eration and Maintenance Manuals: For each type of equipment indica a in the equipment schedules the equipment supplier shall pre- pare an operation and maintenance manual covering: . . 1 1. Equipment function, normal operating characteristics, and limiting conditions. 2. Assembly, installation, alignment, adjustment, and checking instructions. 3. Operating instructions for startup, routine and normal opera- tion; regulation ahd control shutdown, and emergency conditions, 4.! U brication'and maintenance instructions, 5. Guide'to "troubleshooting. 6. Parts lists, and predicted life of parts subject to wear. 7, Outline, cross-section, and assembly drawings; engineering datai and' wiring diagrams. 8. Test data and performance curves, where applicable. The operation and maintenance manuals shall be in addition to any in- stNetions or parts lists packed with or attached to the equipment when delivered. Manuals shall be printed on heavy, first quality paper, 8-1/2 by 11 inch size with standard 3•-hole punching, Drawings and diagrams shall be re- duced to 8-1/2 by 11 inches or 11 by 17 inches. Where reduction is not 201-6 , practicable, larger drawings shall be folded separately and placed in envelopes which are bound in to the manuals. Each envelope shall bear suitable identification on the outside. Three preliminary copies of each manual, temporarily bound in heavy paper covers bearing suitable identification, shall be submitted to the Engineer prior to the date of shipment of equipment. After review by the Engineer, six final copies of each operation and maintenance manual shall be prepared and delivered to the Engineer not later than 90 days prior to placing the equipment in operation. The final manuals shall be bound in stiff artificial black leather, metal hinged binders equivalent to Pilgram Self-Expanding Fastlock Binders, 3-post style. R Pipe Insulation: All exposed piping, 6-inch size and smaller, which will be subject to freezing shall be protected with insultation. Elec- tric heating cables shall be installed beneath the insulation in loca- tions shorn on the Plans. Insulation shall be 2" thick "Fiberglas Low Pressure" covering as manufactured by Owens-Corning, or equal, with univer- sal Jacket, secured with staples on 3-inch centers. Fittings and valves, except unions, shall have Eagle Pitcher "One Coat" cement, finished wi W 8-ounce canvas.' All insulated pipe shall be weather protected with sheet aluminum. S. Motor Operators for Valves: 1:! Generale Operators shall be E-1-M Type EB, Limitorque Type SMB, or,egdal. ~7 a operators shall include the motor, reversing star- ter, relays, power ggearing, limit switch gearing,,limit.1witthes„torque , switches, heaters, local mechanical position indication, motor brake and feedback !potentiofieter for modulating valves, stem nut, 4uxiliary hand wheel, localicontrol station, switch housings, and floor tand if re-,;, quired, all as a self-contained unit. The manufacturer o valves shall' be responsible for the proper sizing of motor operators. Motor operator for 909 rotation valvcsishall move valve through 900 rotation in not less than 'one (1) minute nor more than three (3) minutes, unless ,speci fied otherwise. Modulating type operator{is:required on one(l) 20" Valve in he raw,.. water line. , Open-Close type operators are required on two (2) 1811 valves 1 n Raal,Pump Station and two (2) 3" valves in Return Sludge ,Pump Station 2. _Ge~aar_i~ng: All gearing shall be of the generated type, pre- ferable a combination of spur and worm gearing or helicol and.worm gearing as indicalted by the specific application, All gearing shall be of alloy steel, heat treated, except for worm gears which shall be of gear bronze suitable for the specific rubbing velocity. Gearing shall be alloy steel, hdat treated. Valve operators for 90° turn valves shall have a gearhead with,mochoni? cal stops internally located capable of withstanding full torque re- quirements of the valve in both open and closed position. The stops 201-7 shall be externally adjustable for exact position. The mechanical stops shall be visible from top of unit without removing cover. Ratio combinations shall be such to simplify changes in the field if required. Power gearing and power gearing enclosure shall be such to permit use of year around lubricant in ambient temperature of -44° F. to 140°F. 3. Limit Switches: Limit switches shall be an integral part of the valve operator: They shall be of the adjustable type capable of being set to trip at any point between fully open and fully closed. Limit switch gearing shall be of the intermediate type of stainless steel or high tensile bronze. Gears shall be grease lubricated. Each valve operator shall be provided with an open geared limit switch having two normally open and two normally closed contacts and a closed geared limit switch having two normally open, and two normally closed contacts. Limit switches shall be geared to driving mechanism and in step at all times whether in power operation or manual operation. 4. Torque Switches: 'Each valve operator shall be equipped with two torque switches, one for protection in the opening direction, the other for control of seating the valve. Torque switches shall be respponsive to load encountered in opening or closingg direttio~i'and'shall 6e adjustable to desired operating charac- teristics to 'permit protection should be an obstruction be met in either direction of Valve travel. Ctbsing to~06 switch shAll-be employed to'control predetermined seating thrust.` Travel and~theust -shail~be independent of wear in disk or,seat, rin)s: 5; S'itch'Housin , Limit switches and torque switches shall be housed in a enclosure Integral 'with power compartment of valve control. A terminal strip shall be provided in the switch compartment. Control and switch compartments shall be shop wired to terminal strip complete and ready for field installation. At least 4 spare terminals shall be supplied. All wires to terminal strip shall be identified as specified in the electrical specifications. Forpowdr and control conduits to the operator, there shall be two I- 1/211 c6hd4it'openir4i s one for'pbwer and one for control. Spate 'heaters shall be!drovid2d in th@'switch and motor compartments of wattage suitable for keeping the compartments dry at all times. There shall be installed also a suitable breather and drain. A schematic wlrind dia§OAM Shall be attachet and protected from the enviro mrent, for mainttdance'use: 201-8 6. Local Control Station: For local control, there shall be pro- vided in tfTe- m switch ous ng cover as shown in the control sche- matics, selector switches, pushbuttons and indicating lights. Switches and pushbuttons shall be provided with watertight boots. Modulation Control: Each valve control shall be deslwied t be responsI vetoatwow~re, 4-20 milliampere control signal from o a remote source. Position of the valve shall be proportional to the input signal, zero and span adjustments shall be provided to allow supression of range. Internal closed loop control shall be provided by utilizing the input control and comparing it internally with a feedback poten- tiometer in the valve operator. Upon loss of remote 4-20 milliampere control signal the valve shall not close but shall remain in its last instructed position. All control components, except the contactor, shall be of solid state construction. The control circuit shall be of the plug-in type for easy removal and servicing. All connections shall be identified and shopwired to terminal strip for field connection. A control transformer shall be provided in the control compartment for providing control voltage from 460 volt supply. 8. Lost Motion Device: Operators for open-close service shall have a hunt-in lost mot on device to permit motor to attain full speed before load is encountered, thus permitting a hammer-blow to be imparted to start valve in motion in either the closing or opening direction, 9. Motors: Motors shall be NEMA 4 in accordance with H. Electric Motors. Furnish auxiliary handwheels of the declutching tope. END OF ITEM 201-9 ITEiI 206 - EFFLUENT FILTERS A. G+ineral: Furnish and install three (3) automatic backwash filters 161-Cir aidtF x 86'-0" length including the compartmented filter bottom, porous plates, filter media, cleaning mechanism, electrical controls, electrical feed line cable with suspension arrangement, rails with caps and anchors, and wLshwater launders with supports. Filters shall be manufactured by Aqua-Aerobic System, Environmental Elements Corp., or approved equal. All underwater equipment shall be corrosion resistant materials or pro- tected with corrosion resistant coating as indicated. It is the intent of these specifications to purchase a quality product of the manufacturer's latest design, meeting the minimum standards set forth. Recent design improvements not covered by these specifications shall be presented to the Engineer for his decision as to their use. The manufacturer shall be experienced in design, construction and operation of this type system, and shall have in successful operation, for a period of at least four (4) years, effluent filters as described herein. B. Carri__egg_ee,,: The carriage will contain or support motors, drive, pumps, backwash support frame and valve, wastewater hood, skinning de- vite, 'and 'Cohtrols, All fasteners on the carriage will be'300 Series stainless Steel. The carriage frame will be of welded steel construction allowing a naxi- mum 'carriage 1/720 of the span with a 200 lb/sq,ft, live load. All welders are to be certified by the AWS. F1 brplate will be`3'8'1 aluminum checkered plate, which will prevent th drbP ing of fora n material Into the filter tank, -.Handrail will be 1-1raili, 3'61", high. A toe board will be included and shallitie' integral with the floor elates. The completed frame will `receive a commercial sandblast (SSPC•SP6.63T). The frhittl sill tie iivotdiately shop primed with Oppers 0621 and finishr coated with Koppers Ponkote 300 enamel. The cbhriaye'Wi11'be'driYen by a gear, reducer with a 3/4 HP motor. The driVe'shaft will bpi cdmplet,3ly covered by a shop-applied PVC covering.. The Shbft will drib' double, flahged wheels of, Type 304 stainless steel. A11 bear in~s'wi11 havo'IOrIcation fittings. Wheels will be capabie of compensating for minor nis~iIIgrment'of hails, by sliding on the;shaft. The 'support will'b~3 attue))ed to the frame in such a mahner that an ad* Justable pressure i~an be Eoxerted by tha valve against the baci;wr,sh strip.' AlI fittings: and springs wi11 be 300 Series stainless -steel. 1. 1 I 11. E i tf 1, It- f I i, ' i.. _ , , , i Attached to the loweO end of 06 backwash frame will be a nyle;r valve. The valve will be so mounted rho t it car, independently follow any ir- regularities of the matching backwash strip. This flexible movement will be controlled by additi)nal 300 Series stainless steel springs and fittings. The valve will at"ach to,$chedule 80 PVC piping by means of 20G-1 a flexible hose connection with a 300 series stainless steel end con- nection. The PVC piping will connect to the backwash pump and will include an adjustable bypass valve. The backwash and washwater pumps will be capable of pumping at a rate of 25 gallons per minute per square foot for each filter cell igainst a 10- 20 foot TDH. The impeller and housing will be of vlnylester construc- tion with Type 316 stainless steel shafts and trim. Couplings will ba totally enclosed. All motors will be TEFC for 3 phase, 60 Hertz, 460 volts. Each pump will have a valve to enable the correct pumping flow rates to be achieved. The washwater hood will be coated the same as the backwash support frame. It will be designed to permit the even lifting of the filter media. The hood width will equal 1.5 times the cell width, A Schedule 80 PVC manifold pipe will be installed above the lifting space for the full length of the hood. It will connect to the washwater pump by means of a coated cast meehanite mounting block. Beneath the manifold will be a raking device designed to agitate and level the top layer of the filter media. It will consist of galvanized chain shacklas mounted on a Type 304 stainless steel support rod that is capable of moving freely in a vertical direction. The hood will be positioned so that the washwater pump will allow liquid drawn from outside the hood to gently agitate the upper surface of, the expanded media. All fittings and fasteners will be 300 series stainless steel, All piping will be Schedule 80 PVC. Integral with the carriage and washwater hood will be a free-floating automatic skimming'devicel: The blades will be fiberglass reinforced plastic and the' structural members will be Type 316 st.eipless steal. i Floating material or oil will be directed to at least two collection points of a vertex, from which it will be pumped to waste. Each collec- tlon'point will have an adjustable Type 316 stainless steol weir to control scum volume removed. The device will skim in each direction. The pump will be a trash type, 50 gpm, at a 10 foot TDH, 460 volt, 3 phase, 60 Hertz motors Controls will be mounted in the main control panel-and will include a counter, to permit the device to pperate after a preset number of cycles, and an adjustable delay to permit operation to be in after- the carriage has traveled a predetermined distance. Manual operation shall alto be available. The carriage will contain automatic controls for the filter operation including the automatic skimming device. The control box will be a HEMA 41 Type 302 stainless steel enclosure, The controls will consist of electrical apparatus suitable for controlling the operation of the cleaning, backwashing, and skimming mechanism, and will be completely assembled, wired, and ready for operation. 206=2 ' The control panel will be provided with a hinged door. There will be mounted on the front of the panel door, hand-off-automatic selector switches and indicating lights for each pump motor, carriage motor, and skimming device, Motor controls will be magnetic contactors with thermal over-current protective devices. There will be furnished a four wire electrical feed line cable and a nylon-trolley type suspension assembly. The supporting cable will be of 3/8" diameter stainless steel aircraft type stranded wire, with galvan- ized turnbuckles and fittings. There will be provided a 3 pole circuit breaker for disconnecting all motors at the carriage assembly e;iclosed in the control pannel. Included in the panel will be control relays and a timing device whereby the pump motors and carriage motor, at the option of the operator, may be actuated by a pre-determined increase in hydraulic head, or by a timing device to co trot the interval,of each working cycle automati- cally. Hydraulic c~anges in hebd will be sensed by electrodes mounted beneath the,carria e, These probes will not be directly connected to a wer, source., Pr6bea,will alsb be capable of g± pO ving 6 high level warn- ing,and prevent dporatfon of the mechanism at 'a preset low IdVel ptlint,. The controls'anditiiner Will be',wtred t§'that the washing cycle, wheh, actuated, shall continue for one complete pass of the filter bpd, fhe' carrjagqQ,$hall;n t come,to rest other than at either.end.of the filterf th ; offr•tipq",o '-'>h wasp,ing,cycl~'will be controlled by a reset'ttme`0 with air' 9ejgf,,threa Tinutes ,t tw Pty,' ho4'rs. When L~Q timovtiime's'' ' otors wi11 be " .1 t wring the "on-t nie ,.the tinter wil P ate but ar e~,t; rgla~y ac #@d,~r O itie ¢1 c rdd0 rcult,,with,e;c6rr pbn 09 reie ~n4; of the: Imer:+ . eg; SK1NPi N .D Y 1r 1 N f4►''oirh¢r oootF01, . C. Filter Media: the filter m'0a' will 66nsist` of a layeir 'approxi="' ' mately, , N p pf h.igh,gr, de sil ca sand, Gomplyin ,with 4ections 1, 2.2, and 6 t thie Stondarl Spe i ications, for Fiit~f ing MateOfa1 (AWWA' Designation; 8100-~2). fhe san will be well gr dded anG material showing abnonaal grading will be re,iected.' The: r ticld sizl ditthi, b ~lqn wjjj,be d,e>rern ped by,screening through ;tanda.rd U~ Series. s~eve;d ;?i a Rerce t, ize,, 'ee.de rat pea frbm'g plot o the pot- c 0ag$s o t~ d moa ar,1 ba4s ng'Q o si ve. agalrtt the rated opening the siOve. The lt) 1xo or,effoCtwe Sire Will'be between 0.60 4n d ~ieymil ''l eT'6eje un1fetmity tpeffiCieht (ratio of b0% s,ize to IG% D. Washwater Launders: There will be furhIth 6d Fib'erglhts wash-'' water dun ers,w a uminum inqunting brackets and cadmium plated/Type 304 st.ainlesS steq anchors, ; i 206-3 1dNllafifilfa•lifita rrn~ E. Influent p rts: A sufficient number of 5" diameter cement asbestos ports w e urn~shed per the drawings. F. Carriage Rails: Rails will be 30 lb. ASCE with splice plates and steel anchor o ts. The equipment manufacturer will supply Type 304 stainless steel caps to be field installed over the rails, Carriage rail stops are to be included. Rails and rail stops brill be shop prime painted. G. Backwash Strip: The equipment manufacturer will provide a plastic- type str p against which the backwash valve will slid:. Its surface will be of sufficient strength and durability so as to last the life of the filter. The strip will be fastened to the backwash channel by means of countersunk Type 304 stainless steel fasteners. H, Filter Beds: Each filter bed shall consist of a series of lateral part it ones wF c{_ will divide the filter into a multitude of 8" wide com- partments, per the drawings, and each compartment will be arranged for connection to a separate backwash port, The partitions will be at least 20" high and will mount on at least two leveling strips. Between the lateral partitions and above the ports will be placed a sup- porting 1eck for the filter media consisting of porous plater approxi- mately 1 thick. the porous plate will be properly sealed to prevent media,leaks, Each,compartment will be filled with an 11" depth of filter media s.upplied,by tfe,equippent manufacturer, To is' compatibility with concrete the cell sheets will be fabricated by t e p 1I,=ektru ton process using glass,fi;,ers for reinforcing (mini- m m 40%'fiberJ)'and a polyeste• binder. Formed with the cell sheet$ s~4~1 be the bottom,;upport5 for the porout'pla es and a stiffening s tl q ~t.th bad bf,tbo Sheetnotes foe WacNnont will be factory p che2 or drilled. Cash shbet';hall be selfsuppotting. Cell sheets shall atto;.h_,tq, hp end sgction,by nylon hammered flttinp... The' 1' Bets „ ha1rfit on factory pre-punched channel levellnng strips, he,cell'00 s are:to be fastened directly to'iho levelling` strips,ysing,~elf-tapping screws, The fllteI^,'outlet sect'idh shallbe abricated by 'injection molding'usinj a p p.lypr'opd y,I ¢a ".0ther, suitabie plastic re31n. Each section will be 2',1ong awill includ6 Co nee`ion;slot's for cell sheets, filtratecone section ,.backwash valve surface, levellIng adbstment, positive meant of connection to the adjacent section, and shall be'capable of withstanding the full weight of the outlet concrete wall without deforming duHn§' construction without, additional support. The flli,er'influent section shall be similar to the outlet section except it will be a face section of sufficient strength only. 206-4 sa■a All bottom supports for the porous plates will be integral with the cell sheets and end sections. The hold down supports shall be angle sections of material identical to the cell sheets with the hold down leg no greater than 5/8". All fitting holes will be factory punched or drilled. To prevent media leaks to the effluent or adJacent cell, the porous plates and the cell sheet connectioni to the end sections will be com- pletely sealed with a proper sealant/adhesive supplied by the equipment manufacturer. The equipment manufacturer shall furnish any special tools required to facilitate construction of the filter parts. 1. Erection: Materials for the filters will be shipped in "kit" form, with a parts and sub-assemblies to be erected at the job site. The largest and heaviest piece to be handled shall be the backwash carriage. The assembling and erection of the filters requires strict adherence to all drawings, proper alignment, and watertight construction, Excluding the work and materials for the reinforced concrete tank, the assembly of this equipment involves the following procedures and operations; 1. Arrange for a factory advisor to be at the site prior to starting installation of filter, 2. Setting, levelling and anchoring the steel levelling strips to the fidor'slab.' 3. Starting at the center, set the first two cell sheets. Assure Squa0ene$4 of these e611'44ets.' 4. Utilizing the spacing tool, apply silicone adhesive/sealant an an outlet section anti an influent section. 5 ° Using the'levelling screws oil the or;tlet sectibn, 'atsure that it is ilvei 661 square.,. 6. Installing remaining cell sheets.' 7. Installing outlet and influent sections with silicone adhesive/ sealant utilizing the spacing tool. Work ofternately to each end. 8. Checking Alignment. 9. Grouting of the filter bottom. 10. Setting the porous plates, caulking with silicone sealant/ad- hesive, and assembling the hold down angles. 206-5 11. Placing wooden forms for the concrete walls. 12. Pouring of concrete walls. 13. Setting and levelling the carriage rails, and placing the 304 stainless steel rail caps, I 14. Placing the carriage on the rails, adding the sub-assemblies consisting of two pumps, one cleaner box, backwash piping, and washwater piping. 15. Assembling the suspension arrangement for the support of the electrical feed line cable, and connection to electrical source. 16. Adding filter sand. 17. Installing washwater launders mounted with brackets. 18. Checking motor rotation, clearances of all moving parts, and setting two reversing stops, 19. Lubricating all bearings and reducers. 20. Final adjusting of control valves, setting of electrodes and timing device for the operation. 21. Hiving factory advisor inspect filter and instruct operating personnel. 22. At the conclusion of the filter installar,ion work, and as soon as water is available, the filter basins should be thoroughly disinfec- ted by chlorination, J. Factor Service: The manufacturer shall furnish the services of a fully-qua a iongineer,to assist the contractor at the start of con- struction and to check the completed work. He will also instruct the operating personnel on the complete operations of the filter. This service will he accomplished in two separate trips, five working days each trip, excluuing travel time. END OF ITEM 206-6 ITEM 223 - PIPING AN0 PIPEWORK A. General: This item covers the furnishing, installation, and test- ing OT_M_ cast and ductile iron pipe, fittings, and specials; steel pipe, fittings and specials; concrete pressure pipe, concrete drain pipe; clay tale sanitary sewer pipe; manholes; small piping; and block- ing,,all as shown on the plans and provided for in these specifications. The plans show sizes and general arrangement of all pipes and appur- tenances; responsibility for furnishing exact lengths of the various types of PPipe for proper "make-up" rests with the Contractor. Excava- ton and backfill of the trenches shall be as covered under "Earthwork". ipe work for plumbing, heating, and air conditioning is covered in that part 'of the specifications. B. , Ductile Iron Piping: All iron piping shall be ductile iron, and, except as otherwise Shown on the Plans, shall be provided with slip-on ,joints below ground and flanged Joints above ground. Fittings, except for flanged, shall be mechanical ,joint. All iron piping shall be in accordance with ANSI Standards, Grade 60-42-10, with thickness class for depth of cover shown on the plans - minimum of five (5) feet. Governing standard specifications are as follows: „ Quctile Iron Pipe ANSj A21,50. and.A?1,,51 ' Flanged Pipe AM 1115 Slip-,ggir np,Te.hanicdl oints shall comply with ANSI 21:11, 9o~ts for mechanical Joints shall'~e gorrosive resistant steel alloy f1• . Flanged joint dimension ,,laol,t, hole,pattern;and bolt~Si;e shall comply with ANSI A21.10 and AN§l 21:15. fittings are to be use 4'at elevated tem eratures, such di steam lines, the flanged shall comply with ANSI 816,2, unlesS othe Mge speci- fied~., 2. Fittin_gg_s__: Fittings may be ductile iron or'gray iron and shall Fgmply wit {$1;A21.10.,,;All fittings 12" in diameter and smaller shall be of the short body design and'Cias's 250. Those 14" iri diameter and larger shall be Class 150, unless otherwise specified.' 3, it rltl: All Iron pipe and fittings 3'' in diameter and larger shall°hava a cement IIning.conforming to ANSI A21.4. Pipe which is to be buried shall hav an outside coating conforming to ANSI A21.51. 4. Installation: Iron pipe and fittings shall be handled in such a manner as to avoid shock. The pipe coating shill be protected insofar as possible. Pipe shall be kept free from dirt and other foreign mat- ter. Pipe and fittings shall be aligned and maintained in the required lines and grades with Joints centered and spigots home. All pipe shall be carefully inspected for defects and any defective, damaged, or un- 223-1 sound pipe shall be rejected. All field cuts shall be done in a neat, workmanlike manner without damage to the usable sections. Flanged piping shall be erected in accordance with the controlling dimensions shown on the Plans. Each piece of flanged pipe shall be thoroughly cleaned remove dirt, rust, grease, and other foreign matter, and flange faces shall be thoroughly wire brushed to insure even bearing for gaskets and mating flanges. Individual runs of piping shall be brought to true grade and alignment by means of erection bolts and drift pins, without "forcing." Hangers and supports shall be installed and adjusted before flange bolts are finally tightened. Minor adjust- ments to meet connections to pumps and other fixed installations shall be made in the "mechanical joint" or "take-up" provided for that pur- pose. All connections to pumps must align perfectly before installation of flange bolts to those joints, to eliminate stress transmission to equipment. Flange bolts shall be installed with flange boot in one direction. Flange bolts shall be tightened, each in turn, at a uniform rate around the joint. C. Steel.Pipe: 1. General: Steel, pipe shall be in accordance with the following specifications off' the American Water Works Association: a. ' Tentative Standard Specifications for Fabricated Elec- trically Welded Steel Water,Pipe, Designation 1'201. b.. Tentative' Standard Specifications for Mill-Type Steel Water pipe; besigAation C202. c, Standard Sppecifications for Coal-Tar Enamel protective, Coatings f'or Steel Water Pi p3, Designation C203, d, Standard Specifications for Field Welding of Steel Water ,Pipe Joints, Opflgoation C206: e. Standard Specifications for Dimensions for Steel Water Pipe F,ittfngs, Designation C208. 2. ork n Pressures: Steel pipe shall be designed for a working pressdra o 0 ps _ P4 Diameters.: Pipe diameters shall be as follows: Dia- gte~s for roug ' shall be the nominal inside diameter and fam t$rS',fgr l4" through 3,6" shall be actual 'outside diameters. 4, Minimum TThicknoa: Pipe shall have minimum thickness as follows: 223-2 Thickness in Inches (Minimum) Diameter 50 asi 41' .175 611 .188 8" .188 10" .188 12" .188 14" .188 16" .188 181' .250 20" .250 24" .250 30" .250 36" .313 42" .313 48" ,313 Minimum thickness of reducers shall be for the diameter of largest end. 5. Seams: Girth,seams, except in fabricated bends, shall be a minimum distance of 6 feet apart, The angular,change at Miterwelds in elbows shall not exceed 15 degrees. The maximum number,of Igpgttudinal seams shall be as follows: one seam for 6" to ,20"; two seapiS fo.r.&( through 48", 6, Shop Drawii_ngs: Complete shop drawings shall be submitted in accordance with In orroation and Special Instructions, tq girders";, 7. Anchor Rings: Where shown on the 0 ant anchor' rings sha11 be supplied on pipe through concrete walls. Rings shall be of 1" thickness for pipe up to 30" and11,1/4" in thickness for pipe greatgr than 30". , 8d,! Pipe Conne t o pipe shall be connected by butt yplding , flanges, on V otcT1c.Coupiings, as ir~dicated oh the Plans. Ends shall, be prepared for. the -particular,type of connection to 6e usb~i. Flanges for pipe shall be'i,n,accordance with ASA Standard fog" Steel Pip~o Flanges; drilled,to ASA Class 125•, Victaulic Couplings shall be as man4factured by the YYictaulic„Company of America, Elizabeth, New Jersey, and shall be Style 11. g. - Interio,• Coat%gu The interior surfaces of all steel pipe, fittings and specials shall be sandblasted (SSPC-SPIO) and given a shop coat of TNEMEC #66 Hi-build Epoxoline to a dry film thickness of 6 mils, 223-3 Pipe which will be installed underground shall be given a coat of primer followed by a hot coat of coal-tar enamel into which shall be bonded a single layer of asbestos felt wrap, and finished with a coat of water resistant white wash, all in accordance with AWWA Specification 0203. Field or shop welds in pipe or fittings shall be located so that the interior surface at the connection is accessible for hand patching of the coating. 10. Laying Steel Pie 4" and Larger: Steel pipe shall be in- stalled wit flanged ends, coup ngs, we ed connections, and screw connections, all as indicated on the Plans and provided in these speci- fications. All piping shall be thoroughly cleaned to remove dirt, dust, rust, grease, and other foreign matter prior to laying. Pipe in trenches or otherwise shall be brought to the required line and grade and held securely in position while all connections are being made. No displace- ment of the pipe which would cause undue strain on the Joint will be permitted. Flanged, ronnections shall be made by means of erection bolts and drift pins, without undue "for'cing", and with no restraint on the ends of the pipe or fitting, which Would prevent pressure from being evenly and uniformly applied on the gasket.` The pipe or fitting must be free to move in any direction while bolting. Bolts shall be gradually tight- ened, each in turn, at a uniform rate around the entire flange,! Flange bolts shall be installed with bolt heads in one direct"on. All field wel'difiq'of steel pipe shall be done in accordance with.the AOA Specification Designation C206, "Field Welding of Steel Water Pipe Jotnes All steel pihe'totinected by screwed fittings'shall have all burrs re- moved by reaming prior to threading. Screw joints shall be made with graphite and ON or an a0pr9ved graphite compound, applied to male thread only:, ThFeads shall be'full 'cut, and not more than three threads on the pipe shall refiain'exposed, Caulking'of threaded Joints to pro- vent leaks will not be permitted. Unions shall be provided where re- quired for d'fscon'nec'tion. Changes in pipe sites 'shall be made with. reducing fittings; the use of long screws and bushings is prohibited, All piping shall pe supported from concrete structures as indicated on the Plans or'a'l required for proper installation. 0. Concrete_ Pres ure PIPin Concrete pressure pipe will be Rein force C~oncFete WaterP15 a Steel Cylinder Type - Prestressed according to AWWA Specification C301-12 as modified herein, All piping shall be designed for ihternal working pressure of 50 psi minimum. Plastic end covers shall be put on the pipe before shipment from the pipe plant and shall remain intact until the pipe is laid. 223-4 1, Construction: The pipe shall have a welded steel cylinder with steel WeTta@ spigot type joint rings welded to the ends of the cylinder. a. A core consisting of a lining of concrete either poured or centrifugally spun within the steel cylinder. b. Reinforcement consisting of high tensile wire wound around the outside of the steel cylinder at a predetermined stress and securely fastened at the pipe ends. C. A coating consisting of either: (1) A dense mortar applied to provide at least 7/8 of an inch covering over the reinforcing wire, or (2) A cast concrete covering the outside of the core a minimum of 1-1/4 inches as measured from the outside surface of the steel cylinder, d. And the self-centering joint with a preformed gasket of rubber' sodesigne& that the joint will be water tight under all condi- tions of service. 2;:~., Protection: It.is the intent that all ferrous metal be pro- tected upon omp et on of pipe laying which will require some shop. applied coatings and some field applied coatings, Coatings, that,will1 not interfere with installation shall be shop applied. Shop application of, Went'mortarj'3/41V minimum: thickness , shall be used for protective cbetingsr' Galvanized wire mesh shall be used to reinfo.rce,,coat{ngs.,.of: specials., Where lit is •Ampract{cable !to use is cement mortar coating, •a1nd,where , directediby tho Engineer, two (2),heavy coats of,"81twA stic 5Q'I as manufactured by the Koppers Company, or approved equalo may, be usedi "Bituftstic 50 shall be applied in accordance with the manufactyrer's, retommendations,, 3. Fittin sand Specials: The manufacturer shall furnish all _s required for closures, bends, branches$ man- fittings-a ldr`specT ial pieceec holes taps, blowoffs, etc., shaII have the A nterior and e4teeior.,syr-, faces of the steel coated with mortar., The typeiof fittings and details 'Covering,the'design of fittings and specials shall be furnished by the, manufacturen a,nd subject:ao, the approval of the; Engineer,,, 00 fflwhp Ind details covering. the design of fittings and specials shall be,furT, nished by the manufacturer and subject to the approval of the Engineer. The fittings and specials shall comply in all respects with the require- ments of the AWWA Standards C301 and C303 as applicablo for the type and class of pipe spacifiea by design dnd governed by th{s material stan- dard. In addition to the minimum sheet steel and plate thicknesses and/or maximum hoop stress requirements governing the steel thickness in fittings and specials under AWWA Standard C303, the fittings shall also be designed to Include all reactive loading requirements, 223-5 4. Plastic Seaiin Compound ound for Welded Joints: The Plastic joint sealing cornpoun s a e cold applied preformed ready to use plastic and shall be furnished with an appropriate primer. The sealing compound shall be packaged in extruded ropelike shape of propor size protected by a suitable removable two-piece wrapper so designed that one wrapper may be removed longitudinally as the compound is applied to the joint sur- face, without disturbing the other wrapper which remains attached to the compound for protection. The sealing compound shall be impermeable to water, have high immediate bonding strength to steel, concrete, clay, etc., maintain permanent plasticity, have excellent resistance to sag- ging in vertical and overhead Joints, water, acids, and alkalis, and have no undesirable odor or taste effect on potable water, The compound shall be applied in accordance with the manufacturer's recommendations. S. Tests: In addition to certification of 611 applicable tests required by governing AWWA Specifications, the following tests, or certification of tests, will be required: a. Concrete Cylinder Fittings and 5 ecials: The welds shall be inspected an the comp eta cy finder testa or tightness by one of the foliowinQ methods: (1) W water pressure test as provided for the cylindor of the pipe, (2) Strip weld 'method ofintroducing air into the strip under 10 pounds"pee~tquareAnch pressure and checking for leaks around the weld with a soap solution, '(I) Dye Penetrant Method: All welds for watertightness in'specfal pipe 'W tt n s at ve not been hydrostatically tested may be examined by use of visible dye penetrant system meeting require- ments of A TM E165; however, collar reinforcement and all other lap- *ildt'shall belte'4ted bywintroducing air under l0 psi pressure between the eo11alr AM cyl loder'and'ehecking 'for leaks around and through the welds with 'soap solution., The owner reserves the right to require. . testing 'of welds''for"designated specials and/or fittings by use of air under 10 psi pressure, if the Corner's representative is not satisfied with the dye penetrant method of testing for water-tightness. The aro to recgjve the dye penetrant shall be cleaned free from conoj aniinpnt'9 that rhight,intdrferewith'the penetrant,processc The temp, etature'df'the s*f W , In the Weld area shall be between 60 and 125 deg'reas f, lNh' the perletrant,is applied, Dwell time of six hours shall bb d1ldwed after application"of'the penetrant and developer before inte~pr¢ti~§"tllerOdsults Defett4'that are found shall be repaired and the test' repe'ated'until all defects are eliminated. VA ch Piece' of pipe, spdcl lj etc,, Shall hear the approval stamp of the labotatary+,' 'the selectioc of this testil,g laboratory shall be sub- 223-6 ject try the City's approval and all of its work subject to the City's approvO. througii a frequent check by the Engineer. The cost of labora- tory inspection of pipe manufacture shall be paid by the Contractor: 6. Pipe Drawing s: The manufacturer shall furnish the purchaser with detaifed e3 sign drawings of pipe and Joint, including the seal. These design. drawings shall include details of all specials such as flange„ plugs,' outlets, taps, insulator kits, bends, closures, etc. Drawings shall include all dimensions, tolerances, material parameters, etc., which affect specific design. Prior to installation of the pipe on any project, approval of the design shall be obtained from the En- gineer. Approval by the Engineer does not relieve the manufacturer of his responsibility for the design integrity of his product, After completion of the project, the manufacturer shall furnish the City with a complete set of properly amended reproducible drawings covering ma- terial furnished on the project. 7, installing Concrete Pressure Pj_pe: a. Descri tioni Concrete cylinder pipe, fittings, specials, and Valves are to e` nsta led at 1 ocations shown on the plans and as specified. All of the 'requirements: of the, specifications under the items "Earth work'1;'govern'for-the excavation, embedment and backfilling of trenches ' for'laying!concrete`cylinder, pipe, fittings and specials.; All+pipe.~ shall berlaid on granutbr~embedment material.i, Ii, b. ,~.PI e,Hand~liPipe, fittings, valves%and other gccesi F.. sories shall be aU 0 ,to and distributed at the;site of.the projeot by the Contre'ctorr ,they,~shall,at a11.;times be handled Oth,pare to, 4Yo1d, shock. Under, no d,ireunlstances;shall ,they be dropped., .Pipe hendled on skidways must not be skidded:or: rolled 'against pipe .alrpaOy9n thQ si ground. Pipe shall be placed on the site of the work parallel to the trench alignment and with bell ends facing the direction in which the work wi11'p'roceed;'Unless!otherwise directed, The Contractoh shall`carefully observe the pipe ;for cracking Arid check. in the filside tin= ing of the- 'inside riining and should cracking occur ppe. ing the Contractbr,thall take immediate steps to protect the pi Any joint "of pipe,that has shrinkageEcracks with a maximum width of ; thirty mil's ('.036),,in the Anside lining-shall- be repaired by the pipe' manufacturer by'approv!'d m6thods. + If, in the opinion of the Engineers the pipe is not suitable for repair, then the pipe shall be rejected and removed from the project site. Proptr implements, tools, equipment and facilities shall, be provided and used by tha Contractor! for safe and convenient prosecution of the work. All pipe, fittings,` specials, valves, etc., shall be lowered into the trench by Leans of a "side boom". crane and other suitable machine and not to be rolled or dumped into the trench. The "side boom", crane, 223-7 etc., shall be a sufficient site for handling the pipe, shall lift and lower the pipe at a slow rate of speed, and shall be capable of stopping the lifting operation at any point without producing a shock or other- wise jerking or vibrating the pipe. The hoisting cable pipe clamp shall be connected to the pipe in such a manner to prevent damage to the coating. The method of connection shall be subject to the Engineer's approval. Before lowering into the trench, each joint of pipe shall be inspected and any unsound or damaged pipe shall be rejected. The pipe shall be kept clean during the laying operation and free of all sticks, dirt, and trash, and at the close of each operating day the open end of the pipe shall be effectively sealed against the entrance of all objects and especially water. No pipe shall be laid in water, except in an emergency and then only upon permission of the Engineer. c. P_1 e~Jo_intin9 General: Before laying each joint of pipe, the bell and spigott rings shaTT be thoroughly cleaned by brushing and wiping. If any damage to the protective coating on the metal has occurred, it will be required by the Contractor to repair such damage before the pipe is laid. The damaged areas shall be thoroughly cleaned and immediately following the cleaning, the metal shall be painted with the same material used originally in the manufacture of the pipe. SertioKt of pipe 'shall be tightly fitted together and care shall be exercised to secure true alignment and grade: Where pipe 1s being laid the gasket,sh'all be placed din-the spigot,ring and the spigot end of the pipe shall then be entered into the bell of'the adjoining pipe and forced into position. The gasket and the inside surface of the bell shall be lubricated with 4n approved lubricant (flax loap) which will facififate'the tblescoping of tW joint.' The'inside'joint recess be, tweewdnd4 of the pipe sections shall t have a MiniMurti opening of three quartera (3/411) 'ihch a6d i,a sllnimum of 'dne quarter (1/4'x) inch. ` No . "blocking t,p" of pipe or,joints will be permitt(.d: d.'' Exterior ,Joint:" The exterior'joint"shall be made by placing a burlap o nt wrapper around the pipe which will be held in place by means of, two metal straps. The burlap wrapper shall be seven (7") inches wide''ahd hemmed on each side. 'The burlap cloth shall be of such len4th'that•it`Wi11 encircle the pipe, leaving dnough opening between the'ehds'to'allow the mortar to be poured inside the wrapper. The straps siurll be of sufficient length to encircle the pipe and se- curely faster thh'wrappper to the joist. The burlap wrappers shall be similar and equal to those manufactured by Mar-Mac Manufacturing Com- party; The grout used for pouring the joint shall consist of one part portland cer~lent ASTM spec. 0150, Type I) to two parts of clean, fine, sharp (plaster) sahd, (conforming to ASTM Specification C-144) and mixed to the consistency of thick cream. The joint shall be filled with this grout from'one side' ln one continuous operation until the grout has 223-8 V ~Tv '77 flowed entirely around the pipe. During the filling of the ,joint, it shall be rodded with flexible wire to settle the grout, e. Interior Joints'- 16 Inches and Over in Diameter: Upon completion of backf'il ng o e p pe treIc 11 t e ns a o~n recess shall be filled with a stiff cement mortar consisting of one part of cement to two parts of sand by a qualified workman working inside the pipe. Cement shall be Type fI or Type III with the modification that the cement shall contain not more than five (5%) percent tricalcium aluminate (CM), Cement shall comply with ASTM Specification C-15f, and sand shall conform to ASTM Specification C-144. Prior to the placing of mortar, any dirt, or trash which has collected in the joint shall be cleaned out and the concrete surfaces of the joint space shall be moistened by spraying or brushing with a wet brush. The stiff mortar shall be rammed or packed into the Joint space and extreme care shall be taken to Insure that no voids remain in the Joint space. After the joint has been filled, the surfaces of the Joint shall be leveled With the interior surfaces of the pipe by trowelling or brush- Careful lhtokitbn' shall, be,inade' of every Joint to `injure a'$*bth eoh~ tinuous"lnterior`surfaCe."The' Ihterio'r'of the pipe shall 'be thoroughly cleaned and any obstructions removed that may reduce its carrying Caps=" city. fgllq~~yIn qm letiop of,pi ellne.proggresksively or in sections, incltfdi(ig' cogpl,g~jon bf ijisfd¢ ~d 6ts enb'i~is lonf, in'sofa as mlght be posslb16'6r ' pradt~cable;''t a linb`shall' be ke t' filled 'wit 'watdr. J i is - 14 Inch nd ess Dia t r: The Joint n t pe w tstI ff cemen `m e'rri' t1~h4`''of`'~ rt df ekdlit. t6etwg'p hts o song, After the spigot has been ppush d lntd place,''the joint snail tA'srtidofhly ond.neltly.fi, sshe by pullin " 9, "rat thrquggb the pipe. Cement shall catj~ tfli he' a eiitf'~ha fb~o tain;notpmore'01 1 with the'modifi- thin "five (5x) pe'rGent tricalcli i umihate (c'A),,'Sand sha11 conform Ad ASTM Spegiftcetion,C= 144. Prior to the placing of mortar, any dirt or trash which has collected in the joint of pipe shall be cleaned out and the! "cbncrete surfaces"of the Joint tpage sh4ll b moistened by bru§hfngg with a wet brush. An amount of mortar: slightly 7ri'e'ces''' f the drtloun{ requir'gd tor'fill the joint spa'c'e shall'be applied' b tfti0 bell, Careful inspection shall be made of the Joints to insure a smooth con- tinuous interior surface. Ocdesionally the Contractor'will be required to remove a compj,eted Join for inspection. The interior of the pipe shall'bd'th6'roughly"cleaf~e' and L~y obstructions' removed that may reduce its carrying capacity. Following completion of pipeline progressively or in ;ections, includfn completion of inside Joints and inspection, insofar a'smight'be possble,br practicable, the line shall be kept rill ed `rii th'water. 223-9 ~a g. Protection of Exposed Metal: All exposed ferrous metal shall be protected by as minimum o one ) inch coating of Portland Cement mortar coating. After placing, care shall be taken to prevent cement mortar from drying out too rapidly by covering with damp earth or burlap. Cement coating shall not be applied during freezing weather. For large diameter flanges where it is impracticable to use a cement mortar coating, and where directed by the Engineer, two (2) coats of "Bitumastic 50" as manufactured by the Koppers Company, or approved equal, may be used. "Bitumastic 50" shall be applied in accordance with the manufacturer's recommendations. h. Patch: Excessive patching of lining or coating will not be permitted. arc Wing of lining or coating will be allowed where areas to be repaired does not exceed 100 square inches and has no dimensions greater than 12 inches. In general, there shall not be more than one patch on either the lining or the coating of any one joint of pipe. Wherever necessary to patch the pipe, patch,shall be made with a mortar of one part Portland Cement and two parts clear, sharp sand; all mea- surements to be of weight. Pipe thus patched shall not be installed until the patch has,heen properly,and adequately, cured and unless ap- p owed for laying by the, pipe manufacturer's inspector and by:the En g Weer ncre §q c in'; C9nerete blocking shall be placed against unistur g ear, a a h9rizon6l,and vertical bonds;end curves. Goner's a shall Et2e, as;'E, 15Q d,t4rlcret4dyed of 06creto required, , shallu based on ,t a pipe pre 4ures:,sPec~fled w1;h bearing against N~+dl trbe.d earth ~qt° ~QoQ~.per squSre,t`dRt,. 1. Pip in' tech "fic ani The'servtees of a 4act0y-trained pipe laying, tecbn 6 pn,,to e,PresErl .during ell pipe laying will ndt be requiro as,a part,of this Contract; however, the pipe, supplier` shall make available such person for periodic assistance as required by the Owner. n rate SewerlIping: it Pi ee:.'Reinforsed concrete sealer, pipe shall conform to the current specification for reinforced concrete culvert pipe, ASTM Oesig nation C76, Class III, with the following additions: a, All pipe shall be machine made. b. Wall thickness shall be as listed in ASTM C-76, Table Wall 0. c. Pipe shall be steam cured in accordance with method pre scribed in ASTM Specification C-76 except that the steam curing time may be reduced to not less than 12 continuous hours. Pipe may be transported 223-16 r i to the job at any time within three days after the prescribed steam curing period provided it successfully meets all physical load tests and other requirements, , d. Connecting joints of reinforced concrete sewer pipe shall be manufactured on accurately machined metal rings of heavy design to insure accurate and concentric joints. These rings shall be left on the pipe sufficiently long after manufacture for the pipe to hold its true shape. All joints shall be made with a flexible compressure type rubber gasket. The form type and size of the gasket shall be Press-seal, Type N1, or E1-H as manufactured by the Goodyear Tire and Rubber Company or equal. The Press-Seal rubber gasket shall truly conform in size to the spigot end of the pipe and shall be firmly connected thereto with an approved rubber cement compound for this purpose. e. The Owner shall have free access to the manufacturer's plant while production is in progress and may at any time refuse to accept pipe made when the plant is failing to follow the stipulations of the specifications in regard to workmanship, or failing in provisions to insure a uniform product coming with the permissible variations of the specifications as to size pipe. The Owner may reject pipe if adequate means and methods are not provided so as to insure the manufacture of a product ofi uniform quality. f.•. ;Al lrpipe,shall be. testedi and inspected at the point of manufacture in accordance with the ASTM test requirements and shall bear the initials or name of the manufacturer, the date of manufacture and the testing laboratory' s, stamp. of'approyal E i flit, rg:ii t.l101 to Ir1l.) h, L.1 2. Pipe, La in t., In !laying r0ber :gasket Joint concrete pipe, care shall be exerc seCin handling the pipe to,prevent damaging the o rubb8n~gaskets- and 'ends of,,tile pipe.., iCare:shail, be .exer.olsed to clean ,411(dirt,;' rock or other foreign flatter completely from the, inside of,the belle or,,grooves,and the outside,of; the to gUes or spigotsv Any dirt or otherltforeign clatter, which remains in the,.Ioint might, prevent, a, water tight Aoint:, immediately before placing each pipe, the groove or.bell end of the preceding pipe shall be coated with a lubricating material, flax soap'or,equal,,approved by the, engineers for that purpose, Mineral lubricants' will not be permitted.; The pipe shall then be assembled, by pushing or pullin together With sufficient force, t6 cause the spigot to enter. the bel?'ahd be forced completely, home( -On,all sizes larger than 24" in diameter,!the inside, annular space provided for that purpose shall be completely filled with a plastic portland cement mortar to effect a smooth hydraulically clean flow, , 223-11 F. Galvanized Steel and_Wrought Iron Pipe and Pipework; 1. Materials: a. Galvanized Steel Pipe: Unless otherwise indicated, all pipe to be ASTM-TT.(Y-VT "or'~ot'-Dipped Galvanized 8uttweld Steel Pipe, Standard Weight". b. Wrought Iron Pipe: Where indicated, furnish genuine wrought iron pipe- ;-A SThT A 72,-'extra strong", and galvanized to meet requirements of ASTM A152, c. Fittings: Fittings shall be ASA 616-C, 1501 malleable screwed fittings galvanized to meet requirements of ASTM A153-61. d. Flanges: Flanges shall be 150 lb. American Standard for bolting to cast ran flanged pipe, fittings, or valves. Bolts and nuts ASA 818,2 hexagon nuts for 1250 flanges. e. Unions: 150 lb. malleable iron galvanized brass seat, ground joint; equaT to Crane 11280. f. Hangers and Sup rts: Crane 0107R-0 Ring and Socket for pipe 3" and above. rani 1124 and clamps and perforated straps for pipe.2M and less.' Supports'shall'be'Crand #264•G AdjUstabld Pipe Sup- t+ports r 2. Installation: Piping ''shall be supported at intervals of not more than 10 feet centers and at changes of direction and as required to give proper, supports to prevent sa'gging.l Wall 'brackets Shalt be used where required )MI, runs af,'pipirEgt' together with sizes and `outlets; shall, be' dvindicated 66 the Plates. +'All pipds shall be cut hceurately to lneasurementV establIshed in the 'field and shall' be worked lnW place +withdut,soringinq or forcingi' All piping,,'afteri'cdttin and before threading,, shalli b'e reamed to ,remove burrs. All' sereW joints shall be made' with graphita'and oil°or an approved graphite compound applied to male thread only,; ,Th'reads shall be full cut, and not more than three I threads on the:pipe shall remain, exposed,' 'Caulking of threaded joints to stop or prevent leaks will not be pdrmitted., Unions shall be pro`s f vided where required for disconnection. Changes in pipe sizes shall be made with reducing fittings. The use of long screWs and bushing is prohibited,i All piping'above ground shall run parallel with the lines of the' building unless. otherwise distinctly shoWn or noted on drawings, . G,,.,I ;CC9pper JpeAnd,Fittings: 1. Cop er Pi e: Copper pipe shall be Types K., L, or M, hard drawn copper to ng with Type K and Type L being used at points where rigidity is necessary. Tubing shall conform to the American Standard for copper water tube, ASA Designation H-23.1. 223-12 2. Fittings: ' Fittings for all copper pipe or tubing shall be "Wrought Copper Solder-Joint Fittings" as manufactured by the Crane Comphny, or equa L Valves in copper pipe runs shall be Mueller Stream- line Valves, oih equal. 3. Installation: Copper piping shall be handled in such a manner to prevent flattening `or distortion. All bends in piping shall be by use of fittings. Ends of copper tubing shall be cut square, with the burr removed from the end of the tubing with a file or scraper. Joints shall be prepared fluxed, and soldered in ccordance with the Instru- ctions of the manufacturer. In general, all copper pipe shall be laid out square with the building without diagonal runs. Where copper tubing is run on walls or ceilings, it shall be anchored by means of copper straps of approved manufacture. Depending upon location, copper pipe shall be of the type or class necessary to provide true straight runs and adequate rigidity for any unsupported lengths. Copper pipe shall be supported on wall brackets to such position as will allow one straight connecting piece to the equipment it serves. Union shall be provided for each equipment connection. N.. PVC PipelahdiFittings: t~(~~-. "f''il f ~I I rfj 1 ~I • ;l; Matetialsr PVC pipe,'-where called for on the Plans, shall be'. Type 1, Polyvinyl Schedule'80 pipe. , ! : 2,0 Layingg:i PVC,piping'shall~be layed'in the lotations indicated, with~hah§e s6ratkets;4isupportsj etc. ab spat Ing''.recommended by pipe ' rranufacturer4!tFlexible)connections~shbll:beire4oirediat,locstions,shown erld it all Other:lbtations where, pipe +pbssek.through+a concrete wall.+ bwt ,1.1 M (11 H f f tL, 3, Testing: All PVC piping shall be tested, before.backfilling,,, at 100 psi for e hour, and all leaks made good. 1. Chlorine Gas Piping: Piping for chlorine gas from gas sourke to chlor nato'(` rs shall be with screwed' connections. Pipe shall be black double extra strong (XXS) seamless steel pipe, Grade B, and shall con- form to the requirements of ASTM Specifications A 106. Fittings except unions, shall be forg.d steel, 2000 CWP; unions shall be forged steel tongue and groove f'ianged, suitable for gas service, Crane No. 1589, or equal, wit! lead gaskets. Cut pipe shall be reamed after threading and threads shall be washed with trichlorethylene to remove cutting oils. During installation, cutting oils,, grease and other foreign matter inside pipe and fittings shall be removed by flushing or pulling through each length a cloth saturated with trichlorethylene or other suitable chlorinated solvents, Pipe Joints shall be sealed using Litharge and Glycrin, carefully ap- plied to male threads only to prevent entrance into piping system. 223-+13 Piping shall be adequately supported and shall be sloped to provide drainage. During installation care shall be taken to prevent water entering piping, After completion of installation. piping system shall be purged of moisture using dry gaseous nitrogen and shall be tested for leakage with nitrogen gas under a pressure of 200 pounds per square inch. During leakage test, soapy water shall be applied to outside of Joints; system shall be proven leakproof by testing for 3 hours at the 200 psi pressure. After chlorine is introduced into system, it shall be rechecked for leakage using a cloth soaked in ammonia water." J. Victuulic Cou lin s: Victaulic couplings where shown for con- nection o cast iron piping, shall be Style 44, as manufactured by Victaulic Company of America, unless otherwise noted on the Plans. Victaulic Couplings for connection of steel piping shall be Style 77. K. Concrete Blocking: Concrete having a compressive strength of not less than 5 0 psi at 28 days shall be used for backing of all fittings. Sends of 10 degrees and greater, plugs, and all tees, crosses, etc., shall be blocked with concrete as a thrust backing. Blocking shall be placed between solid ground and the fittings to be anchored; the area of bearing on the pipe and on the undisturbed ground shall be as scheduled on the Plans or directed by the Engineer. The bldcking shall', unless otherwise directed, by, so placed that the pipe and fitting Joints will be accessible for the repairs. Mr ",,Testing: "All-piping, shall be tested for leakage before,being Placed; I nto'service)and all leaks made goods Gravity~linesrshall, be;, ; tested under the`available,head at which they are to: operate end±pri•sip ' sure! 1Ines,at-one and one,half tiMes,the maximum morking pressure of the line. Tests shall be for a duration of one hour and shall be witnessed , by,;th#IEAgineer: , END OF ITEM 22314 ITEM 225 - MISCELLANEOUS VALVES A. Scope: This section covers all valves, except where specific re- quirements are given in other sections or on the plans, B. Manual 0 erators: All valves, except those which are equipped with power actuate operators or are designed for automatic operation, shall be provided with manual operators. Unless otherwise indicated or speci- fied, each manual operator shall be equipped with an operating wheel, C. Chainwheels: Unless specifically required to be equipped with other types o operators all valves with centerline more than 71-6" above the floor shall be provided with chainwheels and operating chains. All 4-inch and smaller eccentric plug valves in such locations may be. equipped with a chain lever type operator pibvided sufficient clearance is available. Each chainwheel operated valve shall be equipped with a chain lever type operator provided sufficient clearance 1s available. Each chainwheel operated valve shall be equipped with a chain guide which will permit rapid handling of the operating chain without "gaggin" of the wheel and will also permit reasonable side pull or the chain. Operating chains shall be heavily plated with ziroc and shall be looped to extend to within 4 feet of the floor below the valve. D. Wrench Nuts: Wrench nuts shall be provided on all buried valves, on al va ves w ich are to be operated through floor boxes, and where indicated on the drawings. Unless otherwise directed, all wrench nuts shall comply with Section 20 of AWWA C500. Not less than four operating keys shall be furnished for operation of the wrench nut operated valves. E. Lever 0 erators: Unless otherwise indicated or specified, plug and oall vats s a be lever operated. Eight suitable operating levers shall be furnished for each type and size of lever operated valve, except when there are less than eight lever operated valves of the same type and size, and operating lever shall be furnished for each valve. F. Rotation: Unless otherwise required by the Owner, the direction of rotation of the wheel, wrench nut, or lever to open the valve shall be to the left (counterclockwise). Each valve body or operator shall have cast thereon the word OPEN and an arrow indicating the direction to open. G. Ends: Unless otherwise specified or indicated on the drawings, all 3 inch or larger buried valves shall have push-on or mechanical point ends, all other 3 inch or larger valves shall have flanged ends, and all 2-1/2 inch or smaller valves shall have threaded or solder ends. Flanges shall be ANSI 125 lb. Push-on and mechanical joints shall conform to ANSI A21.11, 225-1 H. Unions: A union or flanged connection shall be provided within 2 feet of each threaded end valve unless the valve can be otherwise easily removed from the piping. I. Sho Paintin All ferrous metal surfaces% both interior and ex- teri6r s a be shop painted. The valve manufacturers standard paint will be acceptable providing it is compatible with the specified field painting. J. Slide Gates: Furnish and install where shown on plans stop gates and guides to dimension and detail indicated. Gates shall be one piece 1/4" (reinforced if necessary) with lifting handle as manufactured by Washington Aluminum Company, Inc., ARMCO (equal model), or equal. Guides shall be Type T-1, extruded aluminum. Aluminum for gates and guides shall be 6061-T aluminum alloy. END OF ITEM { . 225.2 ITEM 226. - SLUIC_GA ES A. General: Sluice gates shall conform to AWWA C501 except as modi- fied or revised herein. Sluice gates shall be of the rising stem, cast iron, bronze mounted, rectangular or circular, type designed to be bolted to a wall thimble, unless otherwise shown. Stems shall be of cold rolled steel ASTM A108, Grade 1018. Stem guides shall be cast iron, bronze bushed, mounted on cast iron brackets. They shall be adjustable in two directions and furnished at sufficient inter- vals to properly support the stem. Completely assembled gates shall be shop inspected for proper seating. Seat facings shall be machined and wedges adjusted to exclude a 0.004" thickness guage between the frame and disc seating surfaces. 8. Sluice Gates Required: The gates to be furnished shall be in acco ance with the following schedule: No. Opening Type Head On Location Req'd Size Closure Gate Operator Filter Effluent Flush 10 ft seat Hand wheel and Drains 3 1214x12" Bottom and unseat Offset Floor Stand C. Operators: Operators shall conform to Section 20 of the standard specif cat ons and of the enclosed gear type, pedestal or bench stand supported, and hand-wheel operated. 0. Anchor Bolts: Anchor bolts, of the hooked end type, and nuts shall be of - sta n ess steel. F. Painting: Sluice gates and thimbles shall be clLined by sandblasting to base metal. Exposed machined or bearing surfaces shall be coated with a water-resistant rust inhibitive compound. Enclosed machined or bearing surfaces shall be coated with water resistant grease. The exterior sur- faces of the lift assemblies shall be shop painted with a machinery enamel. All other assembled units shah be given one shop cost of Manufacturer's standard primer prior to shipment. Contractor shall clean and paint sluice gates as specified in Section 230 - Painting. END OF ITEM 226-1 ITEM 227 - WEIRS A. General: All necessary Weir Plates shall be supplied and installed as shown on the plans. They shall be Fiberglass Reinforced Polyester Resin, matched-die molded to produce smooth, resin rich surfaces, free of voids, porosity, exposed glass, cracks or crazes. All edges shall be sealed in the mold. Laminate will have Typpe "C" (chemical) glass surfacing mat, 10 to 20 mils thick, with a silane finish and a styrene soluble binder, on both sides. Required thickness will be achieved using the appropriate number of piles of Type "E" (electrical borosilicate) glass mat with chrome or silane finish and a styrene soluble binder. Glass content of laminate will be 28 + 3% by weight. Resin fillers shall be 40 + 2% of the resin mixture. Final laminate thickness shall be within + 10% of the nominal specified thickness. - Weir plates shall be'1/4" nominal thickness and color shall be white, or turquoise,. weir'"platggs' thai1 be 1-1/8" high with notches 2-5/8" 'deep x , 90° on 6" cehters'll '621'shall be in 41411-7/6N long sections,.' Each Weir Plate shall be provided with (2) 2-1/2" square Mounting holet at.20'1, o.c. (round tank) or (4) 2-1/2" square mounting holes at 12" O.C. (rec tangulaVh; k)'!fo''prMde'a A1161tam'of12"'vertical or horizontal ad,)ustt ,a± ment. Weir Plafif Sha11'bo`riiounted'with 1/2",dia''neter'sta'inless steel anchor bolts and 5" square Fiberglass Cover Plates to prevent short 'ei~"+ culting ,Ends al'A ansloKecuStainlessbsteel,hnthorig bolts pr,4 at (12" o.c.) (20" o.c.) shall be furnished by the WeW Plate~supplier.'~i.y When it is `n'ecet3a y `to atlj6st lengths of Weir Plates so'that, they., are nonstandar'd,l`b W 61chined or'cut'edges thus exposed shall be!sealed with, Polyester Resin. The fiberglass laminate shall have the following minimum physical properties; 227-1 Test Method Tensile Strength 14,OC) psi ASTM D638 Flexural Strength 259000 6 ASTM D790 Flexural Modulus 1.0 x 10 ASTM D790 Impact, Notched, Izod, foot pound per inch 15.0 ASTM D256 Barcol Hardness Minimum, Barcol Impres- avg. 40 sor-Model GYZJ- 934-1 Water absorption, 0.1 ASTM D570 % 24 hours Average coefficient 15 x 106 of thermal expan- sion-inch per inch per °F Procedure used in determining the above properties shall be in accord- ance with the ASTM Standards, Part 27, using the method designated above, Hardness tests shall be made on the resin rich surfaces of the test samples. Test coupons shall be prepared in accordance with the appropriate ASTM test method. Manufacturer shall maintain a,continuous quality, control program and, upon request, shall furnish to the Engineer certified results of the, physidal tests listed above: Weir,Plates fabricated froo} plate stock with cut; edges,t notches ec,t;. ; i will notOp!acceptableo: 1 '1 s Weir Plates shalltbe as produced by Warminster Fiberglass Company, subsidiary:of Fischer and Porter Companyo,,Southhampton, Penpsylvapiar F.B. Leopold, or equal. i END OF ITEM 221-2 ITEM 230 - PAINTING A. Work -included 1. Furnish all material and labor, equipment, services and opera- tions necessary to complete all painting and decorating in accordance with the drawings and specified herein. 2. Complete a "maintenance instructions" form, Section 1C-5. pro- Describe cleaning procedure for each type of paicolorsdusedusedthistpro3ect. Also, include a typewritten ject including manufacturer and color identification number. If paint is a special mixture, describe mixture necessary to duplicate exact color. B. Samples and Approval 1. Submit a list of each specific type of paint proposed along with the manufacturer's product data sheet for that product and complete color charts for color selection. 2. Samples of each type of wood finish shall be submitted to the typeshall on .theSamples of woodapproximately itewill be applied. or for stained approval. painted Engineer C. Delivery and Storage 1. Deliver all materials to the building in original containers, with labels intact and seals unbroken. With the exception of ready- mixed materials, do all mixing at site. 2. Storage space will be designated for storage of painting materials and tools. Protect entire floor surface from damage or spilled paint. Keep all paint containers covered at all times. Provide ade- quote safeguards to prevent fires. Maintain storage room in clean condition. Promptly remove all empty containers and construction debris. 3. After leaving this area, clean all spilled paint and otherwise restore room to finish condition. D. Protection of Prouarty_ 1. Protect adjacent work and materials from soiling or damage. Furnish covers and drop cloths for all floors; protect all equipment already installed and furnish protective covers for fixed in place equipment. 2. Remove all electrical cover plates before beginning any paint- ing and replace after painting is complete. 230-1 2. Furnish all necessary painting products such as linseed oil, shellac, and torpentine. Materials shall be pure and of highest quality. H. Paint Products: Generally, the painting products of the following manufacturers are satisfactory, unless specifically noted in the paint schedule to a particular brand or manufacturer. Where so noted, any re- quest for substitution must be submitted in accordance with the supple- mentary conditions, Benjamin-Moore Glidden Cook Pittsburgh Devoe Pratt-Lambert Jones-Blair Sherwin-Williams 1. Painting Requirements 1. All surfaces of every type, other than non-ferrous metals or factory finished surfaces or as specifically noted elsewhere, shall re- ceive not less than three (3) coats of, paint according to the paint schedule. Where painting,typq is not specifically listed in the sche- dule, it shall receive a three (3) coat paint finish of an appropriate ,type of, paint as selected by,i;he,Fngine€r. . 2. All painting shall be applied by brush only. P_ainting Michanical and;E)ectrtcal..t~_uip_menii a.,,,; Painian9 of a11,.mechanlcl and elg'ctricpl eg4lprn0gt; ~sha11 be included under. this division of thgIspeci~`iI io~ as outline llere- in, -;Paint all surfaces o,f all mecha'n 0 ond„elect ital aoooOatus''in all areas outside of mechanical rooms, fan 'rooms, pump rooms, crawl spaces, plenums, or not concealed by suspended ceilings, chases, or wall finishes. b. Paint all mechanical equipment, not otherwise factory finished installed on outside of building. Paint all machinery, pump and motor housings, and other apparatus as required. J. , Preparation of ;Surfaces €xcept lteTh5.: .NOTE: See paint schedule for reference to preporation required as listed below. 1. P-1 - Steel, Normal: Remove oil, grease or contaminants by cleaning wT6 solvent, a_fka1T, or steam. 24 P -2el Pgwer T0.41. ar~I-' Remove rust, loose mi 11 scale or other sca a by pgwer too C gypping, df,scaling, sanding, wire brushing or grinding in any combination to rer,ve all contaminants to bare metal. 3. P-3 - Concrete Block or Concrete: Remove all dirt, loose mortar. Surface shall-be dry. - 230-3 E. Workmanship and Methods 1. All painting shall be accomplished by skilled mechanics in a workmanlike manner. Painting contractor shall be wholly responsible for the quality of his work and shall not begin any work until the surfaces have been properly prepared. Do not finish any surface which has been damaged, either by hammer marks, cuts, splits, exposed nails, nail ridges or by improper workmanship, loose ,joints, improper ,jointing, etc., that normal finishing procedures will not conceal. Notify contractor of any defects which should be corrected prior to painting. Inspect all surfaces and report any defects to Contractor, 2. No work shall be done under conditions which are unsuitable for the production of good results. Interior painting shall not begin until all masonry and plaster surfaces are thoroughly cured and dry. Temperatures of spaces in building to be painted shall be maintained above 50 degrees F. and such spaces shall be kept dry. Exterior paint- ing shall not be done in rainy, damp or frosty weather, or until surface is thoroughly dry. 3. Al 1, area$.to be painted shall be broom cleaned and all un- 9c eSsary matF6H ala,,tool,s, debris and eguipM ntshall be removed. 4. Remove all dust, plaster, greAsei or other extraneous matter which would affect the quality of the finishes; work prior to beginning 11 any work. 5. Apply, 'all 'mateiHals eVenly so as1to be`free from sags, runs. crawls, qr other defects. All coats 4hall be of proper consistency and $~h ~,1 Q~ ~^ushed oil" t show the 'minfitOm of brush marks. Allow each coat to,.Qr~1 irhors,++nhl ~i' bgfti , app lying'nexi; colt. Enainpl3 and Wnishas shall be, ~nded'li~hti,i Wfth`f~o. 0U0 sa~n'dp'gpet between'successive,coatsr: F. Cleaning 1. Upon comp'etion of painting, remove all empty containers, painting products, drop cloths, trash and debris and leave in broom "clean condition. 2,, Remove all faint spots,, spills, splatters, splashes, or over- runs from all fir~SW surfaces. Remove protective cloths or other coverings; repllace hardware and electrical 'plates. G.. Materials 1:. lI11 materials fur~tlshed under this section shall be a specs- hed and shall be new, fresh products. All materials shall be mixed and applied in strict accordance with 'the manufacturCr's printed instructions, 230-2 ITEMS TO BE PAINTED UNDER M6 (1) All iron and steel surfaces of the travelling bridge filters. (2) All metal surfaces which are submerged, including piping, valves, baffles, launders, supports and special items. 230-4 4) 1 ro u. m kD LO a f v c~i m m o c n •r O ~u c L 41 a C E' •r •r L L U R N QI r C] r0 r- ry 41 61 OJ E E X V E m ro O 7 C C R V d d 41 s- > •r L L T1 0- O O •r •r •r •r L L O •r Cl C7 f t 4! 4J I H W IV S ro r NM N 0.@ LLl 7 Q~ W N N S O v O Z^ N C C7 'A H Q! r d r ~ 'YS y ° 1 d w r GJ C GI O A •r !1 41 0 ~ a r C. ^ r rO RS N N L L r •r •r r U :3 (A N a rO G7 7 'U N C L O C r U V) ^ t r O - at ^ r r- L W O N rO O O N L 'r l- V) 0 ROB El 0 CL i O. 0 a s ~ L 1 h> L LO Cl jO~ O Ol VOI 61 L C! 'r W b q) L +1 :3 4-J 4-) 41 tnerl maxi W IAAE a - a~J! oc a N y s Total dry film thickness after 5 days drying time (at 70 degrees F) shall be not less than 10 mils as measured by a Mikrotest Guage or Elcometer. All materials nor,nally can be sprayed as received. In the event thin- ning mi ht be necessary, Mobil 7-T-36 Epoxy Thinner, THEMEC (equal products, or equal, should be used. However, if the material is thin- ned, wet film thickness should be increased proportionately. Equipment should be cleaned with Mobil 7-T-35 Epoxy Thinner or MEK after use. END OF ITEM t 230-6 K P_ . reparation_of Surfaces Under Item M6: All surfaces to be coated shall be sand_R,_0t_e_d _toa near white metal blast according to SSPC-SP 10-63. This is defined as a surface from which all oil, grease, dirt, mill scale rust, corrosion products, oxides, paint or other foreign matter have been completely removed from the surface except for very light shadows, very slight streaks, or slight discolorations caused by rust stain, mili scale oxides, or slight tight residues of paint or coating that may ravnain. At least 95 percent of each square inch of surface area shall be free of all visible residues, and the remainder shall be limited to the light discoloration mentioned above. Photo- graphic or other visual standards of surface preparation may be used as provided in the Appendix to modify or further define the surface if specified in the contract. Blasting shall be done with a sharp silica sand of 16/35 grade mesh or finer. This sand shall be clean, dry, and free of clay particles and other extraneous matter. Sand must be approved by Owner's represen- tative before blasting is begun. The compressed air used for blasting shall be free of detrimental a- mounts of water and oil. Adequate traps and separators shall be pro- vided at the compressor. L. Painting of Items Under "Paint Schedule" Item 116: Apply by brush one coo: it`ob 16-D- a Chem H Build Epoxy light Buff THEMEC (equal product), or equal, thinned 207, with 7-T36 Epoxy Thinner to all weld, seams and/or rivets. Application of first full coat may then proceed as soon as weld/rivet stripe coat is surface dry (approximately 1/2 hour). Apply by spray to all surfaces one coat Mobil 78-d-7 Val Chem Hi Build Light Buff THEMEC (equal Product), or equal, at a dry film thickness of not less than 6 mils. Material should be applied in a wet film to pre- clude any dry spray that may result in porosity or incomplete coverage. This spreading rate does not take into consideration spraying losses. Drying time of 16 hours at 70 degrees F. shall be allowed before appli- cation of finish coat. At higher temperatures, the required drying time will be less. Curing is retarded at temperatures below 50 degrees F. Apply by spray one finish coat Mobil 78-W-3 Val Chem Hi Build Epoxy White THEMEC (equal product), or equal, at a dry film thickness of not less than 6 mils. After the finish coat has dried to the extent that it can be walked on without damage, the lining will be checked for pinholes with a Tinker b Rasor 14-1 Holiday Detector or equivaldnt low voltage apparatus. All holidays will be repaired by application of additional Mobil 78-W-3. All personnel entering the tank after application of finish coat will either be in sock feet or will wear clean, soft soled shoes to prevent damage to coating. 230-5 IIEM 301 LANDSCAPE PLANTING A. Scope of the Murk: furnish all plants and related materials, super- vision, labo_r, equTieni, appliances and services necessary for and incidental to completing all operations in connection with the planting of trees, shrubs, ground covers, turf and other such materials in accordance with these speci- fications and the applicable drawings. 8. Standards: The fcllowing documents, used as standards, are to be considers a part of these specifications by reference. 1, American Joint Committee on Horticultural Nomenclature, "Stand- ardized Plant Names", Second Edition, 1942. 2. American Association of Nurserymen, Inc., "USA Standard for Nur- sery Stock", Z 60.1-1969 or latest edition. Available from: American Asso- ciation of Nurserymen, Inc., 835 Southern Bldg., Washington, D.C. 20005. 3. "Manual of Cultivated Plants" by L.H. Bailey, latest revised edit- ion, C. Samples, Tests and Inspections: 1. Within thirty (30) days following acceptance of the bid, the Engineer is to be notified of the sources of the materials required or de- sired to be inspected or tested. 2. The Contractor will be responsible for all certificated of insuec- tion of plant materials that may be required by federal, state, or other authorities to accompany shipments of plants, 3, Analyses and tests of materials, if required, such as fertilizers, peat moss, insecticides, etc., wily be made in accordance with the current methods of the Association of Official Agricultural Chemists. 0. Plant Guaranty and Replacement: Plants must be guaranteed for a minimum'R one year after planting, and must be alive and in satisfactory growth at the end of the guaranty period. Any plant obviously dead will be removed by Contractor after consultation with the Engineer. Replacement planting will be done as soon as possible, even if within the guaranty per- iod, at the time agreed or by the Engineer and the Contractor. E. Planting Materials: 1. Top~oil: Existing top soil at the site is to be used. 2. Commercial Fertilizer: All fertilizers must conform to all appli- cable state-TeriiTiier laws,-s+to be delivered in original, unopened con- tain++rs, and must be uniform in composition, dry, and free flowing. A complete fertilizer with a Nitrogen-Phosphorus-Potash analysis of 6-12-12 and 21-0-0 is to be used in all grass areas. 3. Mulch: All mulch will consist of horticultural grade, nugget pine, redwood, 1'ir or cyppress bark, free of sticks, stones, clay or other foreign materials; 3/4"-1" graded size, and of such character as not to be easily displaced by wind. 301- 1 4. Peat Moss; All peat moss will be of horticultural grade (fine shreds), Canaan or German stock, of the fibrous type and is to be low in content of woody material and free of minerals having a pH analysis of from four (4) to six (6), a moisture content of not more than thirty (30%) percent. 5. Sewage Sludge: All sewage sludge is to be at least one (1) year old anTI-S ho be acquired from the treatment plant's stock pile as directed. 6. Water: All water will be furnished from the effluent water system by the Owner. Rose and other equipment required for the distribution of water fTust be furnished by the Contractor. 7. Sulphur. Sulphur will be iron sulphate (FeSO4). 8. Gypsum: Gypsum will be commercial granulated agricultural tyoe. 4. Soil Sterilant: Planting soil sterilant will be methylbromide gas. F. Guying and Wrapping Materials: 1. Hose: Two-ply fiber bearing garden hose, not less than in- side diameter, 2. Wire: Galvanized iron or steel No, twelve or ten (12 or 10) gauge. Turn uc les must be galvanized iron. 3.- Stakes: Nominal two by four (2" x 4") inch lumber, three (3) feet in len-gfF 4. Wrapping Material: A first quality double layer, wrinkled, kraft tree wrap tour to six: to 6) inches in width. G. Plant Materials: 1. Nomenclature: The scientific and common names of plants herein specified conform with the approved names given in "Standardized Plant Names" and "Manual of Cultivated' Plants". flames of varieties not included therein conform generally with names accepted in the nursery trade. 2. ua1~ and Size: All plants must have a habit of growth which is normal forte specie-r s and~must be sound, healthy, vigorous, and free from insect pests, plant diseases, injuries, and after effects thereof, All plants must equal or exceed the measurements specified in the Plant List, which are minimum acceptable sizes. All plants must be nursery grown unless otherwise specified. All plants will be freshly dug; neither heeled-in plants nor plants from cold storage will be accepted. All nursery grown plants must have been transplanted or root pruned at least once in the past three years. All plants must be typical of their species or variety and have a normal habit of growth. Trees which have had their leaders cut, or have been so damaged that cutting is necessary, will not be accepted, 11. Oiling and Handling of Plant Materials: 1. Plants designated "11 b B", balled and burlapped, in the Plant List 301-2 are to be adequately balled with firm, natural balls wrapped with burlap. 2. Container Grown Plants: All plants grown in containers which have been grown in green ousel or under lath must be "hardened off" and acclimated to site conditions prior to delivery to the site. 3. Protection: All plants must be handled in such a manner as to avoid unnecessary damages of any kind. The roots are to be especially pro- tected at all times from drying. The balls of balled plants which cannot be planted inrzediately upon delivery are to be covered with moist soil or mulch, or other protection from drying wind and sun. Bare root plants must be watered as necessary until planted. 4. Labeling: Durable, legible labels stating in weather resistant ink the correct plant name and size, as specified on the drawings, are to be securely attached to all plants. 5. Shipment and Deliver : The Contractor will promptly notify the Engineer in-wants of t e time and the manner of delivery of all plants, and will furnish therewith an itemized list in duplicate of the actual quan- tity of plant materials in each delivery, to expedite the required inspection at the point of delivery. A suitable method of handling must be employed to insure the careful, workmanlike delivery of heavy balled plants to preclude cracked or "mushroomed" plant balls at the point of delivery. 1. Planting Operations and Methods: 1. Time and Planting: Planting operations will be conducted under favorable weather conditions during the seasons which are normal for such work as determined by accepted practice in the local area. 2. Obstruction Below Grade or Overhead: Any normal size rock or other underground obstruction Will, be remove to the depth necessary to permit proper planting according to'Plans and Specifications. 3. Protections: The Contractor will be responsible for protection of the Owner's properly Thcluding all adjacent structures, underground utilities, adjacent paving and curbing, etc., and adjacent lawn areas. 4. Excavation for Plantin : All plant pits will be circular in out- line with ver£TcaT sides an con cal bottoms. The minimum depth of the pits for trees will be at least two feet from finished grade and as much deeper as necessary to allow a minimum of six inches of firmed prepared topsoil under the ball or roots. The minimum depth of pits for small trees, shrubs, and other plants will be as deep as necessary to allow a minimum of six inches of Firmed, prepared topsoil under the ball or roots, Minimum diameter of these pits will be one foot greater than the ball, container, or spread of the roots. 5. Planting areas are to be excavated to a depth of eight (811) Inches and backfilied with top soil and soil amendments in the proportions specified below. All excess excavated soil and debris is to be removed and disposed of per instructions of the Engineer. 6. Following excavation of the planting areas ypsum is to be applied to the bottom of the excavation at the rate of four (43 pounds per one hun- dred (100) square feet and thoroughly rototilled in. Then a two (21') inch 301-3 layor of peat moss and a two (211) inch layer of sewage sludge is to be spread over the entire planting area. Then backfill the remaining four (4") inches with topsoil previously excavated and rototilled the area to thoroughly mix the peat, sludge and soil. The completed soil mix is to consist of approx- imately twenty-five (25X) percent peat moss, twenty-five (25X) percent sewage sludge and fifty (50%) percent topsoil. 7. Spread four (4) pounds of 6-12-6 fertilizer and four (4) pounds of iron sulphate per one hundred (100) square feet of planting area. 3. Soil Sterilization: After planting soil preparation use methyl- bromide as under a polyethyTene cover at the rate of one (1) pound per one hundred MO) square feet of area with a minimum exposure time of thirty (30) hours. If the soil temperature at a six (6:) inch depth is fifty (50) de- grees Farenheit or less the exposure time must be doubled. 9. Setting Plants: All plants, excepting groundcover plants, will be set one an one half to two (11$ to 2) inches above existing grade. After pits have been dug for balled plants and container grown plants a minimum of three (31 inches of firmed, prepared toppsoil will be placed in the bottom of the pit. Prepared topsoil will then be placed around the ball and compac- ted carefully to avoid injury to roots and to fill all voids. Broken or frayed roots must be cut off cleanly, When the pit is nearly filled with soil, add water. and allow it to soak away. Fill the pit to finished grade. After the ground settles, additional soil will be filled in to the level of the finished grade. Container grown plants will be set in similar manner and will remain in their containers until just before setting in place. Set the plants at slightly above finished grade, 10. Setting and Plumbing of Trees: All trees will be set plumb and backfilled w t approve prepare topsoil firmly tamped into place. All plumbing must be accomplished by adjusting ball, 11. Mulching: All plants will be mulched after planting with a one (11 inch (trees - 2 inches) deep layer of mulch material entirely covering the area around each plant. 12. Prunina: Each tree will be pruned to preserve the natural shape and character o t e plant. All pruning will be done after delivery to the site, under the Engineer's supervision, All soft wood or sucker growth and all broken or badly bruised branches shall be removed. Pruning cuts over three quarter (3/4} inch in diameter will be painted with tree surgery paint. J. Turf Plant!~: 1. All areas to receive turf will be scarified to a six (6") inch depth, raked to true lines, free from all unsightly variations, bumps, ridges, or depressions. Remove all sticks, stones, roots or other objectional mater- ial. 10-10-5 fertilizer will be applied at the rate of twenty (20) pounds per one thousand (1000) square feet. A five (5%) percent chlordane dust will be evenly distributed at the rate of two hundred (200) pounds per acre and raked into the top two inches of soil. 2. Grass seed will be harvested within one year prior to planting, free of Johnson grass or other weeds to the limits allowable under the Federzl 301-4 Seed Act. The seed is to be hulled, extra fancy grade, treated with fungi- cide, and have a germination and purity content of not less than 85%, The seed will be uniformly placed with a Brillion Seederculti packer at the rate of two (2) pounds per one thousand (1000) square feet. If this type of equipment is not used the seed must be rolled with a lawn roller. 3. Time of Plantin_q: All planting of warm season grass is to occur no earlier than Apii J st nor later than September 30th. K. Maintenance, Peplacement and Guarantee: 1, Maintenance will begin immediately after each portion of lawn and each plant is planted and will continue in accordance with the following requirements. 2, All new plantings exce t the turf areas will 5e maintained for a period of at least forty-five (45~ days from time of planting or until it is clearly evident that all plants are sufficiently recovered from transplanting and in healthy growing condition. Maintenance will include insect and dis. ease control, watering, weeding, cultivating, mulching, tightening and repairing of guys, removal of dead materials, resetting plants to proper grades or upright position and other necessary operations. All weeds within the mulched area around each tree and in each groundcover and shrub bed must be removed as often as required, 3, Turf post planting maintenance will begin immediately after each portion of the grass area is planted. All grass areas will be protected and maintained by watering, weeding and resodding or reseeding as necessary for at least thirty (30) days after planting and for as much longer as is neces- sary to establish a UNIFORM STAND WITH COMPLETE COVERAGE OF THE SPECIFIED GRASS, It is anticipate that a minimum o two mow ngs w occur a ore tFe grass areas are accepted by the Engineer. At the end of the thirty (30) day maintenance period a final application of 21-0-0 fertilizer will be applied to all grass areas at the rate of ten (10) pounds per one thousand (1000) square feet. L. Clean-U : As planting operations proceed, all rope, wire, burlap, empty containers, rocks, clods and all other debris must not be allowed to accumulate but will be removed daily and the site kept as tidy as possible at all times. Any excess excavated subsoil or topsoil will be placed where and as directed by the Engineer. After planting operations are finished, all paved areas which may have become strewn with soil or other material will be thoroughly cleaned by sweeping and washing if necessary. M. Landscaping Schedule: Trees to be planted as shown on the plans are designated as Type "C", Live Oak, (Wuercus Virginian), which shall have 3" caliber, 1 foot spread, and 14 foot height. The container shall be type B&8. ENO OF ITEM 301-5 Ty~oa Tee W,~ op' T~ecs Sv6,jecr T 5an 4c91h Above /aT ,drench s9n~ 5f~~o% Ever rte' Ta 5 Tn ~p Do wq c rP of 2ao/ Sc~Af'~cr Pl.~n~!ny noun TiCe, {ei:7~ Ong Fu~rcc~. 1 Mi~.m.i~» 2'/„J Hoeo 0 /1cirl0 vc !/f fCr /n~+ofcc7'~ T ae T.an~ (jrowii79 Jed3o~7 Ov~~%7~ Wv,ArWn y /n,s~cocl:o~ ra %'9hf!~ Tw.41cod T ~e► Cnr S, yo,oii79 40 dye ~/vin. oo/ ~/Yw~/7i Trn Bac~/a ~Tja'c.R/) Teo Ca/.;oar Sar, c 0 Z"Q iyu/ch Measvergn,? Ave A,,dcen{Gras T,o Of 01-0/ 4911 D.- P/an~yny,Q~.d OIA er c ¢"Ca/. /,Z'r ~1v/oft /eve/ TowFar,5er9/,;7 t Nwnrii~ 17 , p, r T P~aj •e~»/ y W 7/4 ~i•o~oarco/ X01, /0/,0n ii79 Sod'//yir' T mi04dolo Voids Tee i T Y ! A L, T R.___p~ T ! D- E r / •o SECTION lY - ELECTRICAL ITEM 501 GENERAL ELECTRICAL REQUIREMENTS 1.00 GENERAL 1.01 SCOPE The electrical work shall consist of providing complete and operative electrical installations as shown on the Plans and provided for in these Specifications, as well as that necessary to interface with and operate all plant equipment. The work includes the furnishing of all labor, materials, and equipment except that specifically stated to be furnished by the Owner to provide a complete and workable electrical system. 1.02 DRAWINGS The drawings are not intended to and do not show all equipment such as junction boxes, outlet boxes, conduit fittings, and similari Even though such items of equipment may not be speci- fically mentioned in these specifications, nor shown on the draw. ings, nor noted on shop drawings, if they are necessary to make a complete installation, they shall be included in the work required under these specifications. 1.03 LOCATION OF EQUIPMENT The drawings show the approximate location of cabinets, panel boards,.switches, lights, receptacles, and other equipment. The most suitable location shall be determined by actual measurement during construction. Final location shall be as proposed by the Contractor..and approved by the Engineer. 1.04 AS -,CONSTRUCTED DRAWINGS The Contractor shall maintain a set of Drawings and Shop Drawings in "As - Constructed" condition. Changes, modifications, or corrections shall be marked as they occur. The location and burial depth of underground conduits shall be shown by dimonsion and scale,. The Contractor shall date and sign markings and shall furnish a complete set to the Engineer upon completion. 1.05 CODES AND STANDARDS All electrical material, workmanship and tests shall be in conformity with the applicable current standard rules, regu- lations, and specifications of the following authorities; A. National Board of Fire Underwriters (NBFU) and National Electric Code (NEC). 501-1 B. National Electrical Manufacturers Association (NEMA). C. Institute of Electrical and Electronics Engineers (IEEE). D. Insulated Power Cable Engineers Association (IPCEA). E. Anerican National Standards Institute (ANSI). F. National Electrical Contractors Association (NECA). G. Association Edison Illuminating Companies (AEIC). H. National Bureau of Standards (NBS) (National Electrical Safety Code). 1. Rural Electrification Administration (REA). J. City of Denton, Texas. All electrical work shall be performed under the direct super- vision of a'Haster Electrician holding a valid license in the City bf 06nton, Texas.' 1.06 STORAGE AND CLEANUP All equipment stored on the Job prior to installation shall be suitably housed and protected from weather or other damage in full accordance with the manufacturer's recommendations. All equipment equipped 'with spate heaters shall have the space heaters energgized and operational as soon as possible following installation. Space hebters'shhll bO:kce t`in`operation to,orotect egUipment from moisture.' All equipment Shall have been properly oiled and lubricated during storage aAd befdee any operation and shall be checked by a manufacturer's representative prior to startup. At the completion of the work, the Contractor shall leave the storage area in a satisfactory condition. 1.07 SUBMITTALS The Contractor shall furnish to the Owner, for his approval, reQOired'Shop "drawings showing all equipment he contemplates incorporating in the work. Samples of materials shall be sub- mitted for approval when so directed. Equipment, materials, and articles installed or used without such approval shall be at the risk of subsequent rejection. The shop drawings shall include catalogue numbers and complete descriptions. Approval of such drawings, equipment and specifications shall not relieve the Contractor of the responsibility for the satisfactory performance of the equipment as furnished and installed. 501-2 2.00 PRODUCTS 2.01 MATERIALS A. GENERAL All material shall be new unless otherwise specified. All materials of a type for which the Underwriter Laboratories have established a standard shall be listed by the Under- writer's Laboratories, Inc., and shall bear their label. 3.00 EXECUTION 3.01 INSTALLATION All work shall be performed by competent workmen, skilled in this type of work. Work shall be neat throughout, and structurally sound. 3.02 TESTING All circuits shall be rung out and on completion of the work all of the installations shall be entirely free of grounds and short circuits. 3.03 GUARANTEL The Contractor shall guarantee against mechanical defects in any or all materials and workmanship covered by these specifications and shall make good, repair and replace, at his own expense, any defective work, material, or part which may show itself within a period of one year after final acceptance of the work. END OF ITEM 501-3 ITEM 502 WIRE AND CONDUIT SYSTEM 1.00 GENERAL 1.01 SCOPE The work covered by this item of the Specification Includes furnishing all labor and material and performing the necessary operations to provide a complete wire and conduit system. 2.00 PRODUCTS 2.01 MATERIALS A. LOW VOLTAGE WIRE (60OV) All conductors shall be 600 volt thermoplastic insulated single conductor copper, 75°C, Type THHN/THWN for sizes M8 AWG and smaller, Type THW for sizes #6 AWG and larger, wet or cry,The wire shall be water tank tested and approved as iaachin¢ tool, wire in' accordance with the National Machine Tool Builders AssociaLion, The :sire shall be Anaconda APO6101, Collyer Type THHN/THWN, or approved equal. B. PAIRED SHIELDED CABLE All,'pa0ed 'shielded cables shall be 7/28 stranded copper conductors with ,.013" extruded PVC insulation, twisted into pairs, stranded into ,a core and enclosed in a non-hydroscopic core tape, 100% coverage helically ground aluminum foil shield, drain wire, and .035" minimum extruded PVC Jacket. Pairs shall be black/white with each conductor ?ranted with a pair,nuniber at one inch intervals. Cables shall be rated at 30O volts to meet NEC-725 and IEEE 383, and shall be Alpha NO. 56,10/20001 1or approved equal. C. PLASTIC CONDUIT 'All plastic conduit shall be schedule 40, rigid, high impact polyvinyylchloride, conforming to Federal Specification W-C-loU and Underwriters' LaborAtdries, Inc., Standard UL-651. Plastic conduit shall be Certainteed, or approved equal. D. RIGID STEEL CONDUIT All rigid steel galvanized conduit shall be hot-dipped galvanized Inside and out and shall conform in all respects to federal Specification WW-C-581d, ASA C80.1 and Under- writers' Laboratories specifications. The conduit shall be protected by a chromic acid rinse. Conduit shall be Triangle PWC, or approved equal. 502-1 E. FLEXIBLE CONDUIT All flexible conduit shall be American Metal Hose with a neoprene jacket and Appleton Sealtite fittings, or other approved equal. 3.00 INSTALLATION 3.01 WIRE A. GENERAL All electrical wiring systems shall be color coded in accordance with the National Electrical Code. In conduits or runs containing from two to seven conductors, no two conduc- tors shall be of the same color. In conduits or runs con- taining from eight to fourteen conductors, the same color shall not appear more than twice. For runs of more than fourteen conductors, the same color shall not appear more than three times Unless necessary for pulling purposes, conductors shall be continuous from terminal_ lock to terTdi- nal blbck without splice., Under no.condition shall conduc- tors of a different color be sce_3_ oi"-effier. All c rcu s s a e ±agge at term na s. Ail wire 'and cable #a AWG and larger ;shall be stranded. The minimum size conductors permitted is #12ANG, except as specifically indicated on the Plans. All wire shall bear the ap'proVal of Underwriters' Laboratories, Inc. so'' LOW VOLTAGE ` All conductors shall be continuous from outlet to outlet and no splices shall be made except at outlets. Sufficient wire shall be left at all outlets to make connections to equipment without straining. All splices and taps shall be made with mechanical type, compression type or spring connectors. Splices and taps shaW then be'reinsulated with Scotch Tape No, 33, half lapped, to a thickness of 1-1/2 times the conductor and insulations thickness. C. PAIRED SHIELDED CABLE Paired shielded cables shall be grounded at the Instrument Panel end only and shall be insulated from ground elsewhere. The shield shall be made continuous for the entire run. The 300 volt cable shall not be laced with or placed in the same tonduiiWith`cable rated at 600 volts or greater. 502-2 0. GROUNDING All conduits, cabinets and other equipment, shall be properly grounded in accordance with National Electric Code require- ments. The ground wire shall be bare stranded copper, sized as shown on the Plans. Where ground wire is exposed to mechanical damage, it shall 'Le installed in thick wall conduit. Connections shall be made to equipment with solderless connections. Wire connections to the ground conductor shall be of the fused type equal to the Cadweld process. The metal surface under the grounding lug shall be cleaned to bright metal. Equipment not specifically shown connected to a grounding conductor shall be grounded by means of a conduit supplying the equipment. Where direct metallic connections cannot be made, bonding Jumpers shall be used. 3.02 CONDUIT A. GENERAL All conduit buried in earth or in concrete shall be rigid PVC. Unless otherwise indicated, all other conduit shall be rigid steel. At the transition from underground or from concrete, PVC conduit shall be protected from mechanical dama a by extending rigid steel conduit a maximum of twelve inch~s and a minimum of four inches into earth or concrete at the transition. Conduit sizes shall be as shown on the Plahs,'ekcept that in no case shall a conduit size be less thahihat required by the National Electric Code. The fiinimum size permitted shall'be 3/4 inch. B. UNDERGROUND I All underground con0i is shall be buried a minimum of IS inches deep and as shown on the Plans. Buried conduit bank shall be backfilled with material free from large rock, paving material, or large angular substance which may damage the'cohdufts C. ROUTING AND SUPPORT Conduits in buildings shall be exposed on unfinished ceilings and basement areas ds shown on the plans. Conduits shall be rigidly supported to the building structure by means of straps or clamps, holted or screwed to the structure. The straps shall be of the two-hole pipe strap type and clamps shall be of the one-hole pipe strap type. 502-3 D. TERMINATIONS Double locknut construction shall be used on all conduit terminating in stamped metal motor terminal, motor starter, safety switch, outlet, junction or pull box, etc., with approved type of bushing over end of conduit. Length of conduit threads shall be increased at outle'tA, Junction and pull boxes where necessary to accomodate double locknuts and bushings. All bushings shall be fully seated against end of conduit. E. BUSHINGS Bushings shall be composed of an outer threaded metal ring with an inner insulated compound ring molded into the n.etal ring, or shall be of the threaded type, composed entirely of an approved insulating material. F. NIPPLES Conduit nipples shall have two independent sets of threads. Running threads shall not be used. Where conditions require joining two fixed conduits into a continuous run, a conduit union shall be used. G. PULL BOXES AND JUNCTION BOXES "Condulet" type fittings'shali not be used on conduits containing wire MANG or longer. Pull boxes shall be installation ofSCable6andQwiresCeSTheypullfboxestshpll be N.E.C. size. Junction or pullboxes installed in concrete slabs shall be cast iron. All other boxes and outlets shall be 304 stainless steel or cast iron with watertight covers, unless otherwise specified. All pull boxes and junction boxes shall be accessible and not buried. H. EXPANSION JOINTS Expt.,sion joints shall be installed in all conduits crossing concrete expansion Joints. Provisions shall be made to prev,~nt shear strain at crossings. END OF ITEM 502-4 ITEM 503 INSTRUMENTATION 1.00 GENERAL 1.01 SCOPE The work covered by this item of the specifications includes fur- nishing and installing all equipment for complete instrumentation and controls as indicated on the Plans and in the specifications. The Contractor's attention is directed to the fact that instru- mentation is an integrated system and as such shall be furnished by one manufacturer who shall provide all the equipment and appurtenances, regardless of manufacture, and be responsible to the Contractor for satisfactory operation of the entire system. 1.02 DESIGN A. GENERAL All p'f,the equipment shall be the manufacturer's latest and' proven, design,. Specifications and drawings call,attgntion to 'certain features, but do not purport,to cover all details entering l.nto the design of thhe instrumentation systesi., Th'g complRtes system shall be compatt4l6 ►I th the functions. required and the equipment furnished by the Contractor. B. O?ER.ATiNG ~Oo TAGE All pt,ectrical gomporr~~ents of.the system, shall operate on 120, yplt, singl,-pnasc, 60 }(erti, except as other'iise noted 1n the specsff ations.; C. POWER; SUPP441&$ The drawings and specifications indicate the energy sources that. wiII be provided, , Any otbor, devices or Po,pper, su pT ieS . necessary to obtain proper operation of the instrument system from these energy sources sha)) be furnished with the instrumentation. D. PROTECTION , The instrumentation system supplier shall be responsible for' input-output isolation of all incoming and outgoing signals. Each 4x20 ma current loop installed on this contract whigh extends outside the Control Panel No. 1 shall be protected by insertion of a 1/16 amp fuse, Bugs Type MKB. Fuses shall be installed in standard fuse blocks behind the Control Panel. 503-1 All necessary fuses or switches required by the instrumen- tation manufacturer for his equipment shall be provided with the equipment. All instruments requiring an internal power supply shall have an internal ON-OFF switch. E. INPUT/OUTPUT In general and unless otherwise noted, inputs and outputs involving instrumentation systems shown shall be 4-20 ma d-c. Actual signal used shall be as specified for each instrument. Signal isolators shall be furnished and installed as required to meet instrument specifications. 1.03 SHOP DRAWINGS The Contractor's attention is directed to the requirements for submittal of the required shop drawings to the Engineer for approval before fabrication or shipment to the ,job. Submittals for approval shall include (1) component manufacturing data sheet indicating pertinent data and identifying each com- p6nent by item number and nomenclature as indicated on the draw- ings and in the specifIcdtioris, (2) component drawing showing dimension , mounting and,,external'connection details (3) a system piping st~eMatic and wiring schematic each,on a single draining ' with full, , d69cript161ri;Of o erIWon, (4) domplete,sche,matlc diagram of each piece of elect0id V' aAd'electMnic equipment including electrical valves and tolerances for each component. Component identification on the schematic shall be as described above. 0ol'lpqwing,' pprova), the n.anufacItU,rer,shall be responsible for ppre aration of the required sets of these drawings' for distri- but~on as indicated in the Special Conditions.'' All material submitted for approval shall be contained in one submission. Partial submittals will not be reviewed. Salts'bulIetins and other 'general publications are not acceptable as' submi tt~l f ,foF b"p oVal Operating and maintenance instructions and parts lists shall be furnished as set forth in the Special Conditions. Operating instructions shall also incorporate a functional description of the entire system including the system schematics which reflect "aS'-WIV ModifiCetiont. Special mpintgnance,requir,ements particular to the system shall be c 00a ilefined along with special calibration and test proce- dupeS, , 503-2 1.04 ENCLOSURES/PANELS All enclosures and panels as indicated on the Plans and in this specification shall be furnished, installed, and wired. En- closures shall be NEMA 0 stainless steel, for outdoor eniiron- ments. 2.00 PRODUCTS 2.01 SPARE PARTS The Contractor shall furnish all standard recommended spare parts as indicated in the manufacturer's instruction manuals, for each component in the system. The Contractor shall also furnish the following non-standard spare parts. a. One of each type of etched or printed circuit board. b. One box of each different type and size of fuses. 2.02 SPECIAL TOOLS The Contractor shall furnish a kit which shall contain special size wrenchet and othdO types of tools, not normally available, " which are'neCessary for assembling, disassembling, aligning Arid calibrating each piece of equipment. In addition, any piece of equipment (meter, test set, etc.) required by the, manufacturer to align, adiust, or otherwise calibrate any item under this section of the specifications shall be furnished, 2.03 METERING' FLUME i Contrbctor~shall furnish'and 'Install a metering flume At lGtatlon shown on the Plans and specified herein, flume shall be fiber- glass polyesteir reinfoN'ced Palmer Bowlus flume as'mbnufAttured by Manning Environmental Corporation, Hinde Engineering Company of California, or approved equal, in accordance with the following tt h'ed ul e t Max.' Metering Pipe Model Discharge Man ole 'Numb~er Size No. {MGO 1 12 PBF-12E 1.330 Flumes shall be an exit pipe type, suitable for installation in mW 6le,pip6 channel as shown on the Plant. The fIume'shall have a minimum wAll'thitkn6e s of 3/16" throughout and smooth white gel hated Nsfde`sutfa~es': 16tegral'fpedader tAall be included to assure dimensional stability. 503-3 2.04 LEVEL TYPE FLOW TRANSMITTER T the he Contractor shall furnish and install at the location shown on primarynsensi gpdeviceeshallybe an oadmittance transmitter type yprobe which is characterized to match the flow through an exit-pipe Palmer Bowlus Flume. The probe shall be coated with a chemically inert material and shalt be designed to slide into an appropriate mounting track which shall also be furnished. The probe shall be furnished complete with the required length of interconnecting cable to the transmitter. The transmitter shall have a linear output of 4-20 ma d: proportional to flow and a response time of approximately 20 milliseconds. The transmitter shall have a face mounted indicator wi'.n a linear scale calibrated with an appropriate scale for the ,low as shown below. Transmitter shall be suitable for operation on 120 VAC and shall be mounted on a 2" pipe stand 3' above finished grade. Transmitter enclosure shall be NEMA 3 weather resistant. Flow transmitter shall be Drexelbrook Open Channel Flow Measure- ment System, or approved equal. Flow transmitter shall be as follows: Flume Level Service W Size Ra_ _nge L low Range FIT-21 Filter Backwash Drain Line 12" 0-7.6" 0-1.33 MGD 2.05 MEN INSTRUMENT CIRCUIT Contractor shall install a new #20 shielded pair circuit from the instrument Stand at Metering Manhole No. I to the existing ,function. box in Southwest corner of Return Sludge Pump Station. ,,Connection of new wire shall be made in this Junction box, to a spare pair,in an exiA sting 6 pair, shielded cable. Connection of the same pair shall be made on the opposite end to a spare pair of an existing 18 pair shielded cable in the Terminal Cabinet located on the west end of the Aeration Tanks. Circuit shall terminate at.the Integrator-Totalizer (!:Y/FQI-10) mounted'in Instrument Panel No. 1 in the Administration Building. 2.06 PULSE-OUT INTEGRATOR Integrator shall be solid-state electronic receiver integrator which shall convert a 1-20 ma.d-c input signal into a oulse rate which is, proportional to' the input with an accuracy of +0.11 of 503-4 input span. The integrator shall be 24 VDC output, input-output isolation, and an internally adjustable output rate of from 0 to 1000 pulses per minute. The integrator shall be AGM Electronics, Inc., Model EA-4011, or approved equal. TaQ Pulse Rate Factor (pulses X) FY-10 90,000/day 10 2.07 COUNTER Counter shall be designed for panel mounting and 7 digit display with characters 3/16" high. The unit shall be capable of accept- ing up to 1000 pulses per minute from an impulse of 24 volts DC. It shall be non-reset Durant Digital Instrument Model 7-Y-41349- 24-MF., or approved equal. Ta Service Factor (cou,iter X) -10 Filter Backwash ra n Line Flow ----TF ads, 3600 INSTALLATION 3,01 GENERAL All supervision, labor, tools and materials necessary for in- stallation of the instrumentation eq,~ipment and material furnished herein and their interconnection shall be provided by the Contractor. All installation work shall conform to applicable city, state, and national building and electrical codes. The installation of the instrumentation system shall include the following: a. Installation of equipment furnished under this contract. b. Interconnections between equipment furnished under this contract. C. Interconnection between equipment furnished under this contract and the existing instrumentation and control equipment or that furnished and installed under other contracts. The Contractor shall coordinate the work of the system manu- facturer's service personnel during construction, testing, calibration and acccptance of the instruments. 3.02 POWER AND GROUNDS Each device requiring power shall be wired so that when wires are removed from any one device, power will not be disrupted to any other device. The case of each device shall be grounded either by mounting directly on a steel frame or by a third wire. 603-5 3.03 FACTORY SUPPORT The supervisory service of a factory-trained service engineer who is specifically trained on the type of equipment herein specified shall be provided during construction to assist the Contractor in the location of sleeves; methods of installing conduit and special cable; mounting, piping, and wiring of one of each type of device, and the methods of protecting all of the equipment Prior to plac- ing it into service. Upon completion of the installation, the services of the above service engineer shall be provided for cali- bration and start up of the equipment and for instructing the operating personnel. The manufacturer shall provide sufficient service to place the system in satisfactory operation. 3.04 TESTING AND CALIBRATION The Contractor shall assure that the system is completely checked out and calibrated upon completion of the installation. Prior to the Owner turning on any form of energy to the system, the Contractor shall provide the Engineer witli a certified statement of approval of the installation including his supplier's authorization for turning on energy to the system. , END OF ITEM 503-6 L ITEM 504 ELECTRICAL EQUIPMENT 1.00 GENERAL 1.01 SCOPE The Contractor shall make all electrical connections to equipment furnished by the Owner and other contracts, and furnish wiring, conduit, outlet boxes, etc., as required. He shall check the Plans and Specifications and inform himself as to the amount and type of such wiring that may be required and include same in his bid. 1.02 ENCLOSURES Unless otherwise indicated, enclosures shall be NEMA 4X stainless steel for outdoor installations. 2.00 PRODUCTS 2.01 MATERIALS MOTOR CONTROL CENTER CIRCUIT BREAKERS Th~',Contpa~for shall install three`nly( 3oa, 3 pole circuit ~rea~C rh,,?,or F,il,er; No, 1., ,2 an 3 in existing t(oto Control ~eptg pio1 . Control Cent, is Cu ter-Hamner Mtrol, Series 4cat 4+ ijt ,the Reiurn Slydgere ?4~1^p 41; Oh. , The circuit b"re'i ees 'shall' 'be manual'l'y opeeated, trip-free from the handle, and magnetic trip. The operating handle shall clearly indicate whether the breaker is "ON", "OFF", or "TRIPDEb". 'Me'ans ~^¢ylQgd to l,pck each; circuit ;breaker in the "OFF" sfia 11141p pos ton_~nQ tpp Clow ate S~Yr• Circuit breaker shall have a minimuMI nte'reupting rating"of 42,000 amperes rms. Provide nameplates similAr'to eklsting nameplates for each new circuit breaker. UNDERGROUND PULL BOXES Pull boxes shall be installed on underground circuit runs where shown on the Plans and at other locations as required to facili- tate installation of conductors. Pull boxes shall be precast concrete with minimum inside dimensions of 12" x 22" x 12" deep and reinforced concrete cover with lifting eyes and brass hold down bolts. Cover shall be marked ELECTRICAL. Pull boxes shall be Brooks Products No. 5, or approved equal. 504-1 2.02 NEW 120 VOLT CIRCUIT Contractor shall provide a new 120v circuit from Lighting Panel "LF" in Return Sludge Pump Station to Instrument Stand adjacent to Metering Manhole No. 1. Use existing ranel circuit No. 24 with spare 20A breaker. Circuit to run from lighting panel to existing junction box at east end of building, thru wall and underground to Pull Box , then to instrument Stand (Flow Transmitter FIT-21). 2.03 POWER FOR BACKWASH CARRIAGE The Contractor shall make necessary connections to provide power to the (3) Automatic Backwash Carriages as specified in Section I, item 206 of these specifications. All wiring shall comply with the requirements of Section IV, Item 501. 3.00 INSTALLATION 3.01 GENERAL The.Contrac or shall make all electrical connections to equipment As ~peci~ie ~ Instalrlation shall be.mtde in compliance with manu- fa~tuf'oN 5 ~'ecomnlehriations, and the, Contract Drawin§t.' If none are available ftony.ti dMin`ufaGturee of the Specific equipment or shown on the Contract Drawings, installation shall be 'according to the best electrical i,rdustry and trade practice, 3.02 E Sl' . ootinuipletion of'the installation, the Contractor 'Ah~ail perform c ty tests and functional checkout t6 assure proper opera- tiop of all equipment. END OF ITEM, 504-2 ' !BG / ITEM 505 LIGHTING FIXTURES, SWITCHES AND RECEPTACLES 1.00 GENERAL 1.01 SCOPE The Contractor shall furnish and install all lighting fixtures and other accessories as required to provide the system as shown on the Plans and described in these specifications. 2.00 PRODUCTS 2.01 LIGHTING FIXTURES The Contractor shall furnish and install all lighting fixtures throughout, complete with lamps, sockets, wiring, hangers, etc., as required. Types of fixtures shall be as follows: TYPE A: Luminaire shall consist of a cast aluminum housing, ballast access door, refractor holder and latch, adjustable slipfitter, an Alzak finished reflector, and an adjustable socket capable of producing an IES Type IV distribution. Luminaire shall be furnished complete with 250 watt mercury lamp, and shall be for operation on 480 VAC, 60 Hertz. Luminaires shall be General Electric Cat. No. C728GO09, McGraw-Edison (equal model), or approved equal. Luminaires shall be mounted on 25' seamless aluminum poles with single 6' mast arm as shown on the Plans. Pules shall be round, tapered, one piece shaft of Alloy 6063-T6 with satin ground finish. Poles shall have a transformer base with door opening of approximately 9" x 13". Poles shall be General Electric Cat. No. C8991244 (single mast arm), McGraw-Edison (equal model), or approved equat. 3.01 EXECUTION Installation of equipment shall be performed by the Contractor, who will be required to assemble the equipment where required and install it in accordance with installation, operation and main- tenance instructions which shall be furnished by the vendor or manufacturer. All installations shall be complete, including electrical continuity and operational tests. I END OF SECTION 505-1 ,r