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429212 GLH CONSTRUCTION - CONTRACT - BID - 6069 ROADWAY AND WATERLINE IMPROVEMENT AT MIDWAY DRIVE
SPECIFICATIONS AND CONTRACT DOCUMENTSI' FOR Roadway and Waterline Improvement at Midway Drive BID NO. 6069 \� I City of Fort Collins PURCHASING DIVISION II 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS October 2, 2007 — 3:00 P.M. (OUR CLOCK) The Contract Documents and Construction Drawings may be examined online at 1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp - 2. Mercury-LDO Reprographics: www.mercury-ldo.com Copies of the Contract Documents, complete with Construction Specifications — and Drawings, may be viewed and purchased at: 1. Mercury LDO Reprograhics: __.. • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 �. Ph: 970-484-1201, Fax: 970-221-0404 • ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112 Ph: 303-790-7169, Fax: 303-792-2936 • DENVER: 860 Bryant Street, Denver, CO. 80204 Ph: 303-893-8701, Fax: 303-893-0617 • COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903 Ph: 719-231-8121, Fax: 719-633-5710 `J • LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202 ^ Ph: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302 Ph: 303-539-1350, Fax: 303-539-1356 2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. 7 u 07/2001 Section 00020 Page 2 J J Arnold, Nrag,,h \.It w'awnotice t'q'.Sred' - ALEATH, dcOnrtinn or __ __ _ . .... . ........ .... OWNER, e,pnnwb,lw- w: Put dal litilizauon— Palm F,'%nd ilnym'rl B'S'd . hiy.ment, Rc(xmimmhttion Ed_ 14 414 14 1 t,,C0N`1 RAl:TOIl, .0 Appl,mu,,, 'o, Prq2 .... Np,=, Final AppmuEn In Poymmt_ . .. ............. '4 12 O"fl Irupmuon 14 It F,eA Peptnrnt and?. la..ncc 1411-14 14 uaterel N., 14 Pam"I I ltl'wt'.n I," to Rnut"IgE .. ... . . .......... 121,2 fie. ol 11"? .... PnvmenlyI � - 1 1 14 4-14 7 Suhe[anttal ('E.p)mo' Ik a,ll 1,[ 0,111, 14 [i wh tLr mrnts du., ...... ... 144. 14,11 wJjjj""Jd'Ej - . - I i4 Parntits . .. . . ... ...... d'f .... I'E" Et. ... .... .. . ... ......... ... _Pt ""'ml .. ...... . . . . ..... , , , , , a a -4:4 \olwf Dilf,,ng 4.-,3 PE111LIA, CllntlkM Dllvulllntl L'11.11, A- 5 PE"Me ly"," v"J kepom,,nd rl,mmE, ..... .............. . , 42.1 'I ha,.l lmw. Lma,d h I nw b, MN'l R AGl OR AWb.m,J paneral .... ... ........ ..... .. Shown m KA.M 43.1 1 C.d"E . ............ Prdiminan wa ... .... . . ftrCltllYP. G. .1 Ej['(' IN J "I Ilru, '.X.111tLl—lllflnMlln Ef I.71 Proge, 1111mm, Appil u,,, IE, 14 1 1A-' nf. .... ... . FYq,,.'L kcpE,.nud,— ENUINUER' s"E' I kn,t kp ........ at,, d,finai., ff 1 31 I" "I Pi pavwI I,,, Ok%'N'k to Uolval'oll .,pt ar.J 1-5 13 FISfanand,,,,,,, 1, IN -1 Iturrh "T 14J I It 10 1 4, 3 4,5, 14 1, K'w"l 619 I-IJ: aA of T,chm,J 3 wpw.�" L""; =d I,, ... .. .......... k,,,,n, 1,/ .. w, W,I lieha'd IV .. I— .1 SiE, Perftrmed MIn BIT D..g' and & .....lcrwmwlal� ....... R,.,-d,,, . . .. . .. . .. 174, 175 W.ml Iim- 15 11 Eenwl Wore.Emm, OWNER app . .1 required 11 45 , t.,,01i'NER S,-' 1 aponinc II' Icing a,id I N,,ESnp, A' I .w I Mu UWKM R.idem and P'q"' d,fimmon N p'E"""" f .. .. ................. ... . ................ . ... , . . .i' I L)T- 0 NLKAL 1911, 3 11 `Nj NMI I IQNI Of PC)RT r(';AJNS M1E)JFSCAT10\N,RFV ng9l I Il ... CCNT[LACT t W ......... . ... ENG, jNhLR',-i,, gini,l a!,. ... __ .. .. . .. . . . . ....... ... . O%VNTR',-in ... ....... . . .. ...... .. J} (70l R:kCTOR Shop D.,mg, 1'., w Sill � , _. , 6,,5 l d A1,11.1till, I'll __...I- 5.7 Molt U,... ad""ti .... it ... . ...... . ll Pilwa Fco ilid, ...... 6.12 iiiif, St,=,! I,.dl1r- ... .. ..... ......... JJX 7g1-6,21. 7 Ji tenet:d..... ..... I 1 6, 21 1�1, Roll ..... um,,, CONI RACTOR ... . .. ... .. . ... Snmplc--- dcGnilion if I, CONMAI'TOR 'el .... 1 1%,k . ..... ...... .. .. . . ..... ...... . 5.29 auhmittsl0 6,4 ,.Nii,tud Sll'jiil, of ""V 1c it 6 FXhi of and srit,p], SO juid, 2 6, 6 '4-C,'8 Slil ... W, of V .11, N-'li, 14 1 ji 11 Cv;lul,i, of Coiulal,, T 104 . ..... ...... . .... . n' 19 Slop„,f 6,ill ............ . ... . .... ... ll,'-1114 ... . . . ..... ... ... . ..... Chance Clid, t Apnlirntlon, for 07-09 13, I�Vil,Nrkk', tllip,�,l llf o EN6.1NILER', ,,,pm:;ihliv, .... ... .... .. . .. ... .... I.... ca............................__=B.". 4-6 N iw m "Aillilm! rWuired.. .... _ ....... .... . ...... . ...... S.1.... lit, ............ .... ... ll, Shawn vl, of J,iJii,.,Id .... .. 4-i, Sill, i c,ti._...,..,. .. .. .. 7 1 13 2 Sit, Ckanhii,, 17 Sik, Vmli, I,, -- I, UNGINEK:R I by m1h. .itp�c4d 43." "r 1"'t, JQ',,y itillil.ltll� , , , - d,fililli., C. di,finlllwl, of.. .. .... ..... .. ...... . .... .. .. .... .. S,anmri an. . . ..... .... . yki.e Sliming Ill, lv.,k, Sit" Ill S.111110 k% 'W,--- h, Ol N,Yr R AIT( IR Li 5 OVVN6p , _ � � ., � __ , _ , ... I I S11.1,1 llfliiltit1l.!- L,1111k 4, 1 . 7,2 St,oct.,ij J,.jing, M, . ......... . . .............._a IS Con. -rlit ii ,, ........ ...... Jcflnitinn . ... . . . .. ............... .. . . . . ... ... I d�,ht, ... .......... . .... I L. t 1 4.i ......... .... .. . ... .. .. _ W" 14 12 ... ..... ... . .. . 2 Y.) ...... .... . ... .... il, 141 ild"d,li, "i shp I xr mgsandSail iiiit,ii,is',.ill, 1 11 11"t, 21, , -2 g 3hop D,,il i ... ... ... 6 sulr,wnwl Cnuim,011- of 30,13, 14 E-] 4 9 defilill., 13N "0, F9.1, tt"'i 6.7 (XINTItAMOR , E.,l 6 7, L3 I,VHNI;l .1 , 7." WiltuTot, C',twillmi.i Moh,.I, Lk1t,lifl COND11101 , 1911 -S 091. Lill 11011 -n' •Ji Iii1l, llil,il.l '11.111 'iTl Oil Ill., "I, I -m �.rticle or aA, 6 T2 im... 4 .. ... .. . ..... 4,- mmM Rdmn,, 1, (`OAhMArl OF .. ...... .. 4 -,3 5 1k 1 Ad.wnt,,Mu Jf'Pn" and I the llcnli.d 4 StiTT' ('Qll I IIIACI OW, (ANF,R bll n. ... . .. .... ..... . EN7,11WRER mall 1,, 6 1 Sulxiimrn '. _ .. .... .. . .. "O',TIZA( I OR , resldeN ti._2 11.4 5 d'fit ..... . f ... ........ ........ prig It al dial, ", Ic ................ j.111,1S '_. _. f 7 11, -t, 613, 7A S. 11, 20. 9.10 Sapplementsy CunU.,l D,,crti, S.Pph" -- dd ... u,n of 41, 6 5, 6,S.6A i. 6?I), N, S.I 14, 1 SUIttl consml w final pmrn,ni, 14IJ FIXINFFR lue;nt, dw u, 9 13 10 L I tpihficttnn' of Obh,, Suxprn Wt,,k OWNER *.,1., 13 It, 15. 1 "! Wa"k and I C(,1 "TRNI OR Mly Stop Worl, cr 7 enn mw O�\ Mkl! M.Y snsr',nj xv'�k OWNER Dine ""n6'ni, T'nni"I'd Dalt— I o ... ;ml RC11ilaGC k' (X)NTFL%CTOR 4 F i `%11111 Ild 11111 lllenll ___-420 tit i A lia mg 6 ...... anj . .. ... .. ... ,i, .d CON I RAC I 1-', 4 ... ...... .. . OWNPIN, %1"' SI'M' ikon -,N) ('ANT`.R , i.dzp'nd"m wwmg .. ....134 i'l,tMNEEK 116 ,,,,d 134 Un ...... in. in, \N L m NEER ta, f 17 W IA, da, T .......... 14, it, dititill a1111 dillll�Ltl 'Title. of . ........ .... . 14 I L ... 13.N-13 9 oll - il.illon .1 1 41 Nat %')"' nt 4 rm"-um nT .4 3,6 20 Sh,,,. .f ... .. .. .. .... "i j I-= Mtc' Wnii-- clnrms... ... . .. . of 1 42 "'wnt H 9. 1 4,, Cnit ,"t,tvl l l 3.1 1 Use "f S' 6 4 1 iiit, "m'o" 13, 6 "1 1.7 3, 13 ' U61h.-a ...... Pnt"al 10 tAti"'? 'hw itai . . .. ....... . . . .. .. i 3 LF 1X111 Ml,tither. Lt'll I", 1'('T'07 1=11T CCILLM W I)TRCI T[C NS Iltil'I'll F, L 17� fl E P. P l��j ri, E N m M, R va'mi'.' in \% xk--Mimo' .. . .. . . ....... 6 '7. 9.5 An,O, or }hmgn,ph jinniner V,,im to Sil,b, hiNGINUER .. ...... 9., W.,Vc, F=[ ;amm. Wkaikc' .1 Z'Pht, benyurwfluviice.-_........._.-.,'-.11, ("11 X%w=t' and 0 cu4rp,\crm, too .'Iill, CON7RACIOW, ....... 13.2 by "Ll . . ............ ... .... . ................ .. .... 7 Chvngea I. the........._......___...._.............. -.10 ContinUM.' IhC,, ..... ..... .1.1-- ...... 29 CONTRAC! OR Ma, Slut` \\'.L 15.5 . ....... . . ...... defi..n. n .... ....... n,-Il,,wd b, C0N7R-AC1 OR 14 V&' X\' L ..... — .... . . .. ............ .......... Oj\r,.qjLk O.l,o' 0M.NFIR j I-, W, 15.1 Related. %N.rl .! SM. . .............. 7,1-731 Sun ineth{.._.............._._............_..._.....A Skwphn 0All3ER :"w ...... qujh,,, i,d 3,6 Vmd Change ..................................... f----------- -- ........ .. I ----- -- - P6.6. p.) . ................... �.3. 1 4� -6 66. S' 6,19, ](,1. 1(,4, Lk'at'. cjulfmai'm' and 9.11 ip- CON RAM OR 7A. 9-119.1 1, 1, 104, 1 Ll 13A4 EJULX- CENLRA. CONDMONS t91-9 11111;11111 ON, 11, V11 . `l-IRT CIIlAJIS I.F.' 1 11 ('Phis p:�c 1J1 hlunl: mmmionallc) xq ijJbW t.LFI]UI. ffi0ll(!!U!LLt I Ypi�%I I9vu GulnOp'i w tTl' JF K•IiT fY"II�I�INti 11JUIFIfnT(1Sti INL\'v'YYi E GENERAL CONDMONS IMCLE.I-- YMNITIONS Wherever (uaJ in then Gennal Comlaioru in in th, othel Comma Fx tnnms tier fullow'im mans ivar the meanings indimlai tmsh are vgJrliclMe to hush U. amcul., wd plural themof- I,I, ,Idlioak.-Wrluen .0 grnphi(: in . ! issued prior to in, on"", of Bids aitidt olurif'. alnrct (r dwny the Ridding Regltillinenls nr thr Contract 1k .a nls. 1.'_. ig...... lu-The wnnen c(mtrno hctwcen MVNIFR wad COMRACTOR uwrnw Ulc Afork ul fk pafomrd. othnCoinrnet nocunwnlx arc,itni,lwd to the 4eaenst and I... Lk.:l Phil film rtlfa' ItrC i&d th nitim Q .4pp7icunml _fin' Puvnrrm-I ]w form accrf%M In,F.NGIhgfiR wT¢h Is Ii, h weed hh (1c)NTk:.Gf(1R in reaueamc prcre¢a n: final pavmcmn old which a to he nco<nnpnmul in such uplioning ii.umentnmin ns is rcyu n I to.to C,noti,l xrvmcnts fl,n t,ontan.ol-111nolool Iura,nt a trod mahl. Ls rcic s g esllcarn film, I, a1 I caa i mw rile airirlvc ahem Anon levdr. Milled Mth' e I:'nitnd tictms 09.pnti.l tiafey and Health A Adminiaration 1.. Riaf-The offer aI Ixo[xrnd of di, hiddn nulnnluad of the Pot!,,n ed Ibnu setting fbI111 the price, far in, Rtlrk to M• perfi ol"J. 1.6 Rd a¢ 5oroniatus-The nd,rii n m or i n'nauw a ryd_ Ilmn oI noto biddem tiv Bid livm. rind d" pr'ipa d / mvzn Ulvm as (iicl i 41 Adlknln Issuul pnal Ih Iaerinl of DiJA 1,7. Raid .. X Rcynn m .o-Thr. do rtimmrnl a In1'llall0e In Blll LIMIIJOIlilwlxdders nnidthBw oln 1 F nod Ptnnwot houk and mho inarumene of t u =11%. Idl, (nrrtge lird. A Jc tin CU r out I.kd br E+d( ERR which I. slse(i nn C l) lion o,,iR and O\1' Va coral ain din a aJ" th, dd n(n or rcaisi(vl in C t.o. or vn w.wd on m the C(nm u F a. o: the Cornme. Times iswrJ on .v after rho EEeaice Dlne .,'In, Asesmrnt. f it i., inner %h trn n • The i4 r molt - Wall fwh'h nnain 1. the (-onlnu n(.uncm) (lUb flt.4C1 ORS BW (uldndol. dlcwnnwmun e,;i;oo maybe, in, Bid xld on, lua Bid Javmrntxuon submimJ prior to the Nord; of Awards whan mtxched us an uInhg IC in, Au, m(n the Nnt c In I'nw,.1, it,, Wods Ihx (rnnd (onditianc In, )uppl•memmly Con tit o th tipenl exun a and In, lll.w,ll, as the L IKQEIIXd, cululjJ�lama U•hx E&iali a�rr 'm xJOT•UIr Y(IY.Y CGIIJ K: \1QI)IPICTtIOR'411(I'l'iT.IIUn I� E' 9.� I same arc more spe.haally v6;milied in Ilr Aponncnt. a*xther with all Won", .Amminw. C'iinvr (hdas R'urk Chic Direuic,. Field Chdm nod ENGINEER', wnUcn intrrprotmnlmt an:1 chnirwittinns insued prtrsnnnt in pvnlgmphs 3.5. 3,6.1 amJ 3,d.c m o after thr ,Motive l )arc oI rite Agrmmam. Shnp ltramin,. nitnn ivals .Wnn¢d puntwnr to pnlvvapin 6.1u ami 6."_7 and Uw turns and don, I. reh ncd m in pnmgmplu 4_.I trod .._._ arc nu! Commit Dccumcros. 1,11. Cm it., Pon-Thi months pa}ahlr h9 OWNT-R I(I CO\TTRAC"FOR Co, c(v wlion of the Wort: in nmondk we with thr (:ontram Ilnmmeots as stmed in Ihr Agrcrnwnt mdG u In d" I... on> of parnemph 11.9 1 it, tlu hoe of Unit Pace Wn,L) l.i'_ C'omnsr %'inas=fhr numbers of Wnl or the does tn tad in. the A.nii nC (i) to achin'c S.h¢ ntiai f:ompletiuv and (ii)tu wmpkm 111C allh no lht. It a tench Lr Bowl m,-nwnt as chidmmsd hl' HVGI.ti EHR, written rrnvnmenJathm of fimJ PMUM, in necorinlce with piungr 1plt 14.13. 1,1 ; i:O.\l7GC7'DR-=fhr Kroh bon or our onion with whom OWNER has miatd into the A,,awro t. 1,14k/enha-4n aLII.tIll whirl when muJifrinf:. thew INd f-tIW',thin I, ua:ntl'Ily fmdq' a dcC cm in unit it d(, no, onf.nn no vi, Coin I t IX4v11611L1. of da.e not nip" ifa rcq venom, of n ingecdnu reference a ndar& 4: ar npprm-nl nth o, d rn in it, Ccmtmcr Ihavmcntc , has heal &,in=d pno- to ENGIMITT, rcnnnmcmiatlon of hml pnyalcnt (ord.. responsihilin' fnr the praculnn thereof has been asmmcd he' n1f7\T.R nt SuF-awntiitl C. nlplouan io awoT6,o. wvit rtintuaph 14.8 of l d-1 Cl) 1,1S. Drnning•_'fhc drawing: which shrnr thr war. euem and eiemmte: of in, Work to or lumishrd and 11m2vm i by COMB-,\r'TfR ad winch kl(r heen prp..ed or fA oval b Gtt INEIiR tnd in, r ILn I+i to m the C(nu.aa Atnno,om Sh(t) lh hill : aru Ill Prawinyn nv w drGn"I 1 jC, LJl' a Da (i tlx dgru m I The ate indi(ax d I In. 'Vn'nnna on wnim it trc m ti r'17 i q but if onmid, d: m i, imi'c I J it mum th dnte on hh.h to, :%ai,,went Ix Snw d nnJ drlivard ha. thin kls, nl thr two pwtie, to slid and idle cl. IA7, +EY (XER-Thr ou.son. firm or cogxvamo mined soh to the i.�e(anrnt. Llb, E,VOIATEE's C'canvdunr--.A firm of o-tq.lmuon inuno with ENGINNEER m ft mish wtcia:,- ua ENGWEER', ind,c,, mt rnofcssinrrvl n.aoc ale or onrmulmnt wit" rerpeet a the JColaut until who. I, idrntihed iim such mthe Supplementw (unditi<ns. 1,19. Fm41 Onir._a tniurn m,kr ivinrd h, ENGINM R n'luch odes mime: eknge:, in the "oat in accordance with riton ph /.` but+-hich does not inhdvc aJlw cal Wr Qnhnn(Ri 3l dw Cowou Tim,. 1,]U. Caneml ReguirrmrenL tiemiom of Do'oion I of the Spci,ifmab. I.J. ti.,zi rll'astr-Tiled l l:rmnluun Aka a, iiell Iwvr the marring m(,ided in Srcticn W4 of the 3vhd U'atte Diepool Acl 4 tti( Seannn 04+) ns amenekd firm lime1 a, ume. I._'_o. L•ms erne; Ifreniarians: lynx wRrerslauan,--Am' and all appiioble Iam> to In rcpVlmiul¢ ordirvrlus. suds and Onk-, of an,' nmi .11 povernmenw bocci n. acrncica nutivritirs and cauns irn'itc jwiUiaion _]. h. Lrea( /lliinlgva--shall be thou hot dnvs Ohwn'eJ in tln Cn,- of Fnn Cohn, L13. Liens -Live: chap,,. ..6tp intcrcxs ca rnccmhrnnwx ula'n real pr mercy Or pera.mil prol+_nc I hfllmnne-A Frinbpnl even) spceificd in the C'Ontrac( DOuumenm'relalinu tO mt mwrLn,J,.e- completion dine err time prim ru StOvununl ('nmpla m of all d,e t\'al:. I =i o/:hind-A wntmn mm.r rn OWNER m We aflparent wca fiul hider ntatir¢ tivv upon uanplirtna he the app,'lrnl sus mfll hiO& wish the amditinns pit,chit cnumalwr-0 therein, 611hiO the time slwadia;. OWNER ,vd] ipn and .klicv dlc Agr.en,,w 1,26 Arorire rn /br.'erd---A rvnua, niece =tnl Ire 011rVilk to (P)N'I RAC 1UR (with c atpc a+?adGINEER) fiurk!, the dlte on s,'hich Elie Cwanmt Time, will mmmencc m . and on which CUKf RAC I OR hill urn to mb,,m CQP'fRACTOE'S ohbpmiare. untie the Commict Document, 1: 7 0117,iN-T!lr fObbc Ixds ri audavin'- wrpcmtiOn m:xw:itmtY:. firm ar per. o'.Ih whim CONMACTOR hie mmrrd into Ow Aefeem rb nrcl for whom die LVOA. is to M pOl, idni 12S J'nnrcrl tllifreueimr-Lbe by 0klbER Of lulx:wntiallp pmmlcud linn of the Wo'k b" the pugsnc to which a c. intended (w sl rd l'd purls p... x 10 $dav:m"Od Gmpinim of nil the 3Yod. ).'_Y. PCRs_polrchlormux] hiphemds. 1 10 Panv6^um-I'runlmm- meh:dme emir oil or nm' imdipn dwnerf which is liquid al etantNnl urnlditia' Of I in".twe and prrasure (61, ckum Fuilrm'it and ){7 m,.ncW pier slum, On nb:mlum), such as oil, r.'Vol.vm, fuel OiL ail rbLdit, oil do., palohn, kenrcne :lid oil maevl 111M Mile: rnn-1 AIIIIJ vs 1P1.e: ion:! enldr Oils 111_ P,ne,v-'fhr will u)ns... r inn Of which the %L, M, to be pmndod uodcl de COnmmt Docmmmns lime be die whole. or n p'an ua iOthmoll elwwhero 6t the Cmmmt FA..vmcntn. ftudiaurntr .tla/pia!-Soincn sl�ial nuc'icu:. or iry'produv me,ennl ns dehlsad m• dx Anm'l, F.nmgc Am Of EJCL IYOF FOWL CONU NPOLMI'rll•A I JOM{;JLnn ,�:OlY.lf fUltl NLi.I ti: Alllnlll(ntIOX•UIU:1'LnlxxO IY?4 (42 IJSC :1,6,t 2011 a nec;l ax nniendol f. lime to lime I: i h R e tar Karla r r.kire hours lire dGlmd .0 7:lrlw I1*ceiKrur •iu s)x, I it •d in lh.• f, enern l k {unmremv 1}3. lfusidanl I'rvlaer ldpnrw+vnrin,-'I'br. undwdud relaeumeti+'c of LNGINEEP who nim, fK nvip d to Om tiitr or am'rytn Ilwtcof, 1?4. N.p1,,-Ph vl ev'rmple, of mnlria6. ,pipnam, cer u'Orkmnnrhip the, lire rcprtmnmtie of some puninn of be W(A 'and „'hid, ea4lb8sh the sinndards he which shah puninn, of the Work will be wined I .i, Sirup 1)Inuinge-All arxmlr},. chz,^ems, illuslmli,ms sdlodulr wul Whey d:nO or inlormunnn ,vhich poeamill, pr,Trnrcd Ou asecmhloi he or Fri CUNIRACTOR nmi nubnrinevl lit' ('01NMAC.`TOR a, illununm.wme portion of the Nark 114, S)x,,fieoiwu-1'ho, pnl,mc Of the (bmracl f iocumcntx amdninc Of lv,inen mdn¢al dcwrip:iona nl matank euuipnlam, cumaluaiett s'acn:a, sunicLvdsmld ,vorkmansh:p as app!iII w the Il"], Ind ocnnin mbnlniumm e Ill crcit, I i7. Alnhrrxvtrmcrw--An irdkldual, fom of cogarmtlon h v,w n dtrut nOntma with C'L)N I KAf:I'(,)R nn,nh vn other Suhcoromcmr inr the Nmolmnca of o pan ,, the lkM:N Ov a, 139. .lubslunriu7 Cumpleriwr-The ll'nrk for aledfied Inm ihcra+l) Inm prvg"wd to Ilw point a'hsz, in lhr upinllm of F;MdNt:i-X a s M' drnmd hp FNGIvIEla defininec ratifiwteof Subvamut! Completion it is sulhcienfle COMPiele, in arconhniee with dn• Colttrau Cx.:ncuts, w that the 3Vork for 'Ni,i6cd lion) enn o. Ltie l fin ihr puguus lie: wind, it i. imended: a if nit such onbficme is is. red when OK Wodr m 'Onplar 1 1 la:d. 1'. f ud pncnum an uvidcnccd br FNGIh93F,Rs "al"l mvnnnenumon of fi.d pnvnlm: in aoeOtdaocr will, Iwvnarq+h 14.13. The a-FoO. ,^,OILIbmlli:hP Opmplmi' :md -whnnntialk a mpl... a applied n, all Or I.L. of Ilrt• \York « fer to Su wawa; Cainnlnicn fmreof 1.39. S)rpplon,•,nnn' m of Ihr (,ommct IIn,Onl nls which amends err >,irplemmis tine Gelmral Ccndilipm. I JU. SrsppLr>_A m:mufadura, faimicalor: nun[+liv. dwrirnaor. inwcru ;man or vend". miter, n :ivav eonunet with CONTRAIICIR O. with On, Sto Onlnctm ill turnsh nvuefial- nI ruulpmenl u+ be ..... umJ in the WOrl: by U)INI KACTOR err on. Suln;onmsun. 141, Umi,,,und r.d1m.;,-All pbrimo unrdwk. dueler cabli circa manholes. ,mud, mtlks. turn,!, ex ,tier umh :z::iiincs or mmchwov, end am: c.,col,n. oenwminc such G:ciiale, v:hieh lime bo,I iast211ed und""O."d m ltiendl Im' of ,he Ialiowme sen'ir_s nr r Syr H mawrials elccuicin'_ ^,asa, arm,,. Inlaid lecrolcum Ixenhlcu, M phone ee \uha ammufuumiom, cable tdeeio,n, se\a:gr and liemo-, reum�al. tm i¢ or efhw Wr11iU \NIEIn4Ui WItILt- 1,4'_ l mr l ne, to hz pvid to oo the to of Wit penes 1R3. Ilok-Tk' emir, axnplewd wnanaetimf or the vunou.' •j,arIf cl, de,,ul,ahle p:uLs the, al r 4 t¢J w be farm n 7 t.k, tfm Cmm:u f wummt Wrvl. inmudts smd m the emit of perfWminE or fumulltnp labor and fof-moi a and inWfinrnurg mmaints aM eyuipmem no the Wmtrucllw. and [, ferrnuv or fum¢iting srnvice, and furnisititm dncmmefvsall as rcgmred 1, the Commct Doexmems I44, INnrk Clvngr 1nrvcrim-A write,, dimctivc to CONTRACTOR iss WJ on W utter the EReelo c Mate of the Ae¢emem and siarsd he OW N11iR and remromcnsd In, ENGMT. E2 t'devM an vJdfuo,, dektien Or Ie, moo in the It Wk, or respn dine m differing it unforewen phvs.i ...hunt¢ aril, whi;:h Me iVe,V is to he penorn 1 If, pnnided m pn:fgntpi 4.7 el 4.3 , m encrgeeeies order naraenph 1r15_ A WWI: Chance Dn eetn a \Will not Elms th C :Mmet Rice It the Catuitm '1-ime& Mn its eeidr that the fnnies equst that the dwngc difeeed of dorumeard be a Wnrk C!vvree rveenr will 1, haan}mated in a ualncqucnlly issued Chat vo ( fide,, w1tan'ine nepoitwom M' the punwe s to its ,fleet. if ari on the Coot uia laic, e- Qmunm 'Times n p eidcdm4stmcraph In._ 1 41-1. Iliarren br en5unew-A vriatm amcmlment of the C nuaet fkxumenec signed h} Ot1NFR and CONTRAOI'OR Co W after the Eil,4ivr Lime of the. >er.•emcnt and mxmally dealing with the nnncagmeering or wmreclvuwi :filler thin afieh anmiuelrn-:e6ned u meets of IM• Comma UWumenw A01CLE2-PREUMN RI hIA=16 Don" rfBonet' '_.I Wren COSTP_ACi'OR deli,W, the ..led : eemWu w OW4cLR CONTRACTOR sh.11 vino dd,,, w OWNf31: mil: Roth[. as COAT RAC7'OR ntay i,e retluir d at furnish in:mcorthara::e with mfsVaph 5.1. Came.. of Dncumenrs: 12 OWNl'iR shall f.:;h to CONTRACTOR up III wo ,"irs tomes, othetwise g,e6fial in t4 Supplrmenwry Cundtuoru) of the (;amnia: Dtwumcnty an arc rewxnntbw oc,,.ere for IM ea�wGon of the ll=esl:. Additiunvl eof>;es will the llofuilmd \'left teyuas.. at dW um of femsrduetior.. Carnmrnorn:rnt y C'nnrrvter Timer.- •1'wiee n• P,,,.d The Qmuact'I imee Will vorm,,Wr w nm uo VW thtr64th datealter the Ellf,eo,e; I'fine of the AnrrrmetC W. if CTT OY.FI OftI COLAAN'i (A1 ICAIPve�Ff IT rt+crrr or rota aau.tn's uranncpnona'aev.tafoma I! a Notiec In kkoarai is tv,m. Off the dac Indievted in the Norio to proceed. A \;nice to Ro.d mnv 4n given of eny time widdn thin)' daps filter tlir EEretivs Nte of the \_roam nl. 4t _rfi.-r .vH wtl{_tines-(-mtrxuk--'Fimrn ..-w run-Ixtrr limn the ''.obeli: xNer-ihr-d:C. or Rid ofv mm rlheth n th do -a her me Efieef, yr I"mte srtho.•'vrcuurno-: Wiwls ref we iseadfa. .SYurtkng the IbirrA': _4 CON MAC:T<ii..la ll aterl a• puform the Work on the dat When the Comma Tim,, whims., to run. loin Ito Wme M.11 tic do. at the sac prior to Elie dare fin Which the Cutnaa Times wntmenee of run. fJrfnrr &arturg Conura afnn: Bcfnre iI i'mikina each Can of the VML C•ONTRAMUR skill txrrfulle study had eumfurc the Com.sf IMcwncnu aid check and vend perimcm f_•uru sboW,, thtt oo and all appli\ablr field mcasurcmcnt CO J lr 1Cr6 shall falmpth repm m n'rititm t ! \( IN Ek m nllaet o - n hipmtp or III ,Sepal , Which ( :t},ILAC'I'OR eta} hoover and stall nM.vin a Wtotim imcrCrmtiun m elmifiarinn from T-NGINF.ER befoe p,,.,Wug with face Work alicaed themM: hoW a. CONI'RM,TOR shall not hr h.1N, 1e 0W1TR fir fiNGf\RitiR fo: fnilun: to rcpm nny cm lfie, en", umbig n" a dLsanpm¢v of tlfe t-ootrttt Dvuvae.... untac. CON TRACTOR kuc\e oa t,nxhnahl} should hm, attwin meaoC Wlthut tee do, Iftet the Ellen,, Dow of the Atoxotent funk., dherwim specified io the Genoa! Rcyuirenrmsl. COATRA(-TOR nlmll stfl I I- BTcGL':'EEI: 1oa review '_61 a pmihnnw:q p,pe, schedol, idicatu:g the time: (host Mars of fhns of rharef for canine and wntpletitte de ,,emus sag: of IhL Wod_ uw)udhg anc A111eamte, oprcitinl to the Comeau DO.I.en s 2-6'. a pmllmuuur cLedule of Shop Dnnvufp fn¢i Sfnnplc suhnainols efi6eh will Ieff ash rcyulrad wbmaunl Iml the limes for wb... aare<.. rriirWiq surd gctmssing wrAt ssttraival: pw In no ea, will a91, tale Ix L",t", lr am ch all,v less roan 7_vlentim hw> tix evnh rcr' fit' he 49te agw. 163. IN prt•Imttrwn' --hedule of value, to: fill of the Work which will ineludr moo itiex n.1 pries of items aggremtifv the CWnran 4tiee told Will d,l.if 4, tM•Work th, fznatxmr 11pf:h: in mIlicient ot"in w save fie the basis H -uWill , payments tiurinc, fe, tau.", Satin du. will nt"lk :le e, ,,,,h alo :f f fV... u! ronrhmd heal fsutit vpplievhle u• urh ucm of \Valk C7. Before Inc Work :I the sit, is gneol. Che, OWN R. arfd ENVie, t shell eech de.licor to the v,oar C'>R'N1�R witlt cnpir.� to cxei*-a<h6tjfiNfi fEi-K ideHllll\YI-Iafa-IM• tiul�4Neatrntara:-tirxJi>«•ms i:NiiNF cl:. rcrlilirnta of irulnanu (and cahoot evident, of antaara:c NHR'1±-nliw'h-Hi-ktm�-.+l--Ilnti-Mt`itIM41NHHNiiRNXN rwwlnaWv—�ue« rc:iRs+.ycs!__h+�„_Qg^I\_IF,Ei mhi.Fl t. aai,�:.+�Ti)<Bfnlilm a inwi4'tlSIill .. of n: r2CJInM1 p QUrint1Y llnd m<Inlaln In a0.\IrdHlli:C fill))) parncmpkt 5 a,_ (..and :i?. Prau+nurvci++n ConJtren<r: _s \Pidun lwenlc'a"aif" the Cleraot'l 1'imrs stun to Ion hat befor, an. Vnn4 lit thn site is swmxL a "air aurndnd In, CONTRACTOR. ENi9lNEa' and ochcrs as nppropriate a,11 M1e held to ,lahfan a working und,-vaal ammv' Js piatim as to Ilse Work and to dis,:ass the scha4da referred In is r..m a ph _ Ie. procedure, lla handllna Sloop Dm\vits_s and other svlmtlla.L processing Applir wa, for 'ayatert and maiailining rcyair d r..,a, lairiaflr:Icc Pram, Sd,dulee Unless othcra-ire provided in Iha t,"ontract Docaa c xt-laasi trades-A.6,-safoaurlot' of--tiir8ret Aly+buan,o4i pn'm n tir,Nc ms..orL m ins snc Mains a conk.. atctidcd M CCOR71 k:i Ok, F:NGINEHR n al Iahaa n iryq!r4arave he MWFR, will he hold m rcvicx' Inv acspuMlnc to iikG INiilil: as Irovidcd h:ltn tlm ac,,Cr,] a suhmat,d a .^nliarice with c in ,ro.,uph 2 G. and Didi,wn._1_ - Grneml.,Raptlmnany (X)NTRAC10k shall kola ar al ....aad too darn to make cerremma,; nnti ngarnmeavold t oomph, and rc.uhmil the sehldlot, inn progrem pnpncnl ,hall he made I. C011TILACfi1R Until Ihr tdi xhda are wbnfmcd to :and ac,Ipalnc m F�GINHFR as pnv,acd hdmv. The poops am,dulc \rill Is =lp:aitlr to ENGIhr ER as Irovidtog an order), progr... to,, of the Work to cunpticuua x'ahin era' sin-61id Milumnucy and the Conimcl'Iinto, ten uch:Inucpwlicr will neither un", nn GNGINMR respmaidar (nt ux sequanlmc sdienulmg su IxUV,. of Ih Hark to mtcrfrn• wiih I, lchn'r WIVI-RACl'OR hunt COA°fkAC1'OR's hill o,,o ibilin ihrrfo;. CONTRACTOR', uhduk of Shal Dr .l to and b np I ,at issiat \ ill It' ..,, abf, m CVt II I I R a, prz. idl d n wmk bl o'navrom for Icvlll'utg mxi proccsing Ihr rxpmod ubminnL, CONTRACTOR'' u3h,wl, Ill valuer \e'JI Is lnupwMr at LNGINEF1.a; iU 4xm and mhsnmcr_ AtTICLE.i_CONCIIAC'I' D(K:l. i\IFNTS: ISI'L'A7, A.xtltN ING.RLINC 71_ Thr Conmtut fweu1111M; ,vmprisl the enure .,.roan Ixuwrn OWNIlk and CON f AC4OR crasL'llaal Its %k nr1, The C"Imaa Dolonovas are rumolanlrimc_ \vlou isrdlad fox b, ail k as hiraha as if wll. tt fur In all. Th, Contract Ixx:umcm, .ill to cortat in a.arda a, with the his, of in, plano of the .1al __. It is Ill lla'o! or the Cat Documents Ia FJCIx:u�x�Yst. corvulno� c,nw u•+x, eaaue ++rn�' or rani cvxaa�s nuron'acenorsrc.��-+cunt 14.mrih a Iuoctincdlc umIplm, faalec far pm lhcrml) IU h( lonsumd d in NCIX\I d'Ala:( \':till in, i oaaact Dlxnntent,. Ar' Wort, matariah's eyailmlcm 11.1 map reawr, mtblc he 'oti tl froto thu Contact D Umrn6 Ie from plxvaillng custom al alilk a.., as hdm: nquimd to Icaiuce the intended 'Wh \dll h fuminhcd aId parfolai mh(th'; a at }occili_:dlr .lien). to:, i4ncn .old, or plmcrs witch f il, a well-konava taciaicai n wrmrunim inauuro w Ionic mcanirm all used to dcarnbr \Vork. materials or uryimnrnL such vronk rn phrass h,,Il b, imrmronxl in ecl,or,ili ,all dro meatutu. Cladficaticuas I.J intcrfanniuon of Js Connau I.Ntoumcnts shall it issued h\' ENMNf•;RR ns Mvided in rnrag eph 9A. 33. Refire" m Snoofi'so anA Sp¢cJimmnr f 7,vIo cal ;Meimiea: Rej o ing and Resolving Discrcpm¢ine �3.1, ki,orloc in standards, srclmca lions. mall Ix codes or., trehni:ul :uciay. arganizallon or as Intion. or to the Lan Is ReatOations of am' gnrrmmenad ltafvntc, whcdml such rckrcnec he sptcifm or he imph.lon shall aeon the Imea =ndvrd swirl anon manuvl. coil( or I.nsys or Reeulmian in rltr.'Y at Ua time ofopunine of Rids lot, mi the Ril.lwi, DW of the A_arcem:nl 1f if.,, wee no Rids) cept a my ite ortl""W ywmific:dh swrcd n Ill, Cunallct !Hader s 11, during the pertnnonc of N, Work. C'ONTIlACTOR diam'tlrs ant' umfliet uil mnkfant,' I - dt,crel,tmm \vifiun Iho Clnuact [i.nncnu or Inta,on in, Cnruratt Ibcumcm and anc ,Iowan of vm' svch L. Rowhnlnn applioahlu In the perinrnnuac a: the IVOII or ul Urn' such Mill Slhv'lficatital, manual or rcelu or ofanv nlal Ul-dtvt al an SaMllict sliced to m ryvugrnph 0.5, ebNTR-VCiOlt stuff rulxin a or ENGNILEp, in ... iul p at ma. mod. (.'CrrIA•KTOR stall nn. practtd \rail Ihr LSIxk alkgcd Iho,M in an cnenrncp as smthodud by out an Inn a slm a of uli,pinnmt II me CUmr Il C x meat, 1, hcen ':,,ucJ b,. ono of the mu 'nai'awll in msapaph?9 or 3,6: ra,, M, hna'ecer. that mrNq fEAC'TOR shill ref hr lublr n, OA%'M R m (?NOhtliliR Tv L•tilvtr to tnpon as such nnQta, lira), ambt_vao, In dinsepunc' rocker CONTRACIVY. km. or r� wsiol, sh<ald fmvr known th"'d u 7 3 Ew;vlr, a, Nhencis• s llflllll.,word in till Comrml I'. kt nal a m Is ac x IunnideJ by mrriJmenl ors tppkn l them, r.oJ M into of ihC It tmlicaril In prlmuruph 3 � of 16in, pray isiorrs of th Conaacl fiocuaIl;a shall lake pracdrncr. in raz+kinp all wNLn, arm,nmbauity n di l as t-tlenvesn.till po,raur,r, of tiro Contract L Iovmornts and: ... _3,L Ih provision of am' sudi stanuurd. apccift.lim. a:anual. cork nr ia, ration iwhcther or not a1mdftlallk umarparno J'ec relrwmr in It, Conner"t Danmi'atsj. or m N•m n N L"J N R l U C 3.3: the prrn•rsinb nl unv .urch fnws m Rmul:nion xppliorbl, in the parr vmxrc:e of the Work Curless such an interpretation of the pnrisiorls of in, C.rntmct Docum nls 1vauhl smolt in iolalion of arch Law or Regain dani. No proeision I.i anp x.h srandrni, spuifi.don, manual. yak or instruction shall br rf "Ik, to don., the duties .ad rmnia, Militia of MNHR. COMikX-J'OR nr FN(;INEF3R, ,, anp of dvdr mlcmveaars. Wx IuuA& anemx or emplln•eev lions thxr �- fhrth in III, C.ntmW Oma ,mu nor shill II he cfkeave to a:agn to M\'NHR. F;iJGf4'FGF. nr an, of ENGP4Hr'.R's C:orvsultam, apma IN ,arn-lowe, am duic or muhdirc to sapervuc or dvcol the lurm.h g nerh)rrnaooIrl thv Work or ar, a t or audiot , r iurdmIk rslx h l n' inooa.ment I itl in, plsvntrn of m-agmpr 41, ar an, atlxr prnisi,ia of Ihr Comma [..'at, 14. Wit t. rIn0 r'aa of avm di, to umt. amend ac die aced allows..", as uppro+ d or urns: ,I I k f7 d I. import in useil nl tine ndxdnas 'rtmnttrMr , sadrdar , "acupghlz , polar" x -.,,a i dory' m adiraivcs of hkc dff= to Italia ara wd ut char, n L,,dIo ca% dar iwry Ireicvc or iadLrtrm In ENGI `GGR as rn tine Wmi, it L: mtrnd«I that wid) rcyuira arm. direction Izeiew nr iudpa'm will lu sold, to rrNuntc, in gcrarnl the. annpir)ml 14ork n, wraplian¢ with the ¢quucmrnts of and inform.m.an in Jar Conuad Dcumans and<x Ao raurcc with tier design mrccpt of dru cmnplrtcd Nofica as a tin ruo une whole m' shown o, aoictmd in the Cmunat r.an,ar,- m these t: a sp` 16L an mrnl mdicain olhw a Th are of aar 'ar,htcml. rudjan il ll alx• flan t uvignt C'a(;In'LCR an, an, I r antrt. rav I,, salxn to o: darns in, knaiming of ry:rfmmnnce of tine {4nrk or any duic tt nuthnrnp w undatnkr !apotsiNlln' cnntmn to tine pnvi, iI=; Or oOntgraht 9A I or any (then p....v iv a of rhr Conner Lhwvmmb. 4,nenAng rsmf .Suppierneuring CanrmU D,.raenw 3 Thr Clan ... ct Dl,mnrna ma; hr aa,ndal Ia pros id, jadddaatswkda.. and ie is oa In Ihr Wark m I< mWi9 th, Wriall and condition tot+. r f in on, or ma of Lho lullolvue on, _. S.I. a fomad 9'onm AnxndmmaL 3.5 _. a Chnngr Usuer ipuratwt W mrapaph WWI, nr WLTIi GE.NtJ(dL CONLAIKv terns Wl' adman ,0 (TO' Of FORT COLUl'a At111111 OdTIONS N.L\Y ^010� .-. a )\ Chingr Da.tivc (pear a a to fvragmph 10-1) 16 In addition th. agnnrmcnta of tln. Conimcl DrX.t111111 matU sLa pl n mled and tmnea cariatlun and oestannru in Ihr, Work n ac ix authonmd. 'm ow or more of the fullavurg aorta. ;.d.l. AFicid(hJ: (NI.ua to pnugmph 9.A 3. d.3. 1TCINE-M Yxpfrod If a Shop Drmrir>F.or $ample. (ddaurant to fxlr.n phs 6.?o and 6.771. o: 3d_31. GV(MNEERN written interpreWlicm tm chrifiemlam!Ixvmam I. mrag aMt !14) R,.0 I, fDr o.anra a: 3T CONIRACIUIL and uny Sulsormadal vv Sumdior or ndwr, lemon nr organimtion performma Ix Imrdahinc aw of six' 1\'ork nJa a duct m inohmt mnvnm eitb CIl\NHV: (i) slnil . n:rve or naryirc arc title in or cnvtwrship rights in any 01 the Umwitrrs. Slxuticntime or nthar dmumenta (or copse; of aa} Iherco(prcmvcd by nn cLannc der snl of HNGINFER a ET'ChgTiER'.,. Cmewimnl, and In) shall no: rouse anp of wch I'rmwutgs. S) cc ficalion,, otha dlvummra or copies rn ei I>_ f tin fml ta Iar, oth t fam,na 11111.1 xnittu<ca+: of rMWEIZ ard CNGR'Ca,f id .ifi, writ- varounano: ndluu I -nrilGI EIK ART'ICIX4--A\'AILARIIAT) OFLA➢I)S; SUBSURI AC I'AND MISSICAL HON)IT ONSI REFFRPW I)1T'IS A bnifnbilim nfLa.d,- 4,1, OWNER shall hawk;,,, Wica:cd in dlr Contmm C111run1aaM rhr, Ixm6 open which Ihr Work is w Ire fxrfonnnl, ri}as<d-Ina' and cammcros fm dmlmo, and such vahe lands which are dnignatcd for the ux. of C'OV'TICACTOR Itpvrree. x..N xntlra reuxa. 'KLi-h�hwlHuenrin-r(-)4}k-ii4,aR rah r +rr 1 maim.m f ec d-1w IIdr ad al k rgrkncGtl+a IanL oleo which-rtx NItA r.-to-EM-Ixdomted-orM 9tiJN`HN?r-inlaefl 4hereimaa-rxccsvarv-fimmcirr-nmiw M-a-lilit�-a-me.:hmuc's-liar-.rzuM:a-IuUt-lvrxis-In x+.awd...... jtI--'tit»bl.ti xw m«t-P.ewelx(xms (AVNER atwll idrntifr an, en_umbmlun <t r,Aria,aas nut of general application Iwl sfr:aifirnlip "hoed to use of lands xr furnlshrd with which CON'RA�:TgR will have m amtply in prdonning the Rork. Fasemena I'Ir I,,inna n; savcancc , pamxnmt ohomur:: at rvisun, limilitw will b lmained aml paid la b' OIk NCR, u al Whcrxur poovid -J in a. Charnel Ikcuarats If CONI R.AC'I OR rnId OWNER arc adabk to ucc a I entitlement a, or the. annual Ix urran of ern; ndiastmems 'm III, Convad f^iu, o: Ihr Comracl Times as a rent: of am' ddap in C \,iO, fun iehirta fl, s, I:nntt ri_•hn-of- xng or almmonU, CONIRACIOR Ina" make a claim therefor as pm:ided in Articles II anal 12. C Construction Document Ordering Instructions (Download a complete PlanWell 4.0 Ordering Guide from www.planwell.com) 1. GO TO: www.mercury-ldo.com 2. SELECT: Denver Links: "Plan Well" PlanWell' .FWD _ UI 3 . SELECT: Public Planroom: "GO" O1 Merc�ury/LD/O/O Colorado Digital Document Management 8 Distribution VSe'Namt ?855"9 II Igyl�.yomJ�n55WaR Nma Fne ".r yen =p naw F,"d PUN. Pr t.e .� ., EU,UJmg mrcl Noloaln Re,P r. .aumonzea access onH. Totlayc standardin ' unin ptanmomc guide Online in•Ataaowto-tad matle easy sae 4. SELECT: the desired "Project Number" from the list 07/2001 Section 00020 Page 3 CONTRAtM)R :loll pea ale lot all addiuorwl Land, and accel therein i!,,: into. IX r...i,,d kv lem(¢ran' wrtiuvctio: facilities or storage of matrsiale and twipmcnt J. San sarface.m+df%vocnf(:nn.N"a" J.J. Xepavn wal Draw..ys Re&ieame Is maek to tie supplemenary Cone ilimw for koolifiection of: -_AA, .rab,n,rfuce Condmttn, Th.. rrpwt., of rxplonniona and t as of subwrf:me cmtiitiass at u+ eat euouc to fire sire Oat reo, hen mi!iaed he E\GIN'RET, in In,,riog the Coate'. Txstmanie: and ! 7, Pmnico! Ca'duioa : 'I h. tinvvirees of physical eemditlate at or retatine m "'mrap mnhec cr sibmrlSu aVLC*arcx nt or euntiyrous Ill the rile lcarop: Ilnd"grat rd Pacilau," that hate hecn uuiizcd 'I, F'M- cFR ul pretwrinp the Contract Documen 4.= Hatred Itaimav in CI>'nue701? 2u.Inim d: 7,o,,ricu! Dam Calti fl:AQ'ON on, reh' upm the peneml ocmmq' of 11, `tednti.) iLmf eortired (n such roprats and drnvir,x. Ka such reports and dran'inne arc not Comma Dtnvmam. Such i,chnical dam' it. Wt aiiicd in the sopplrmalmn' Condit." Espy fm slydi rc lath' on avdt'tecarned data'. CON-1 RACI OR mar' nut n, upon or mate one clam Latin. OWNER. ENCINFFP or anp of I:NGINH-11i s Cornuttanls with rcapca to, _.-'A the urmplctanc.R of such report, and dra,ut,p fur C7I'FACT)R, puryrawc includinl hat no; hnntett to. am' nslxcta of the mcarn, malard., wchnigocs, sa(utncc and Irncmdur� of vomfraction v. Ix cmpiq'cd In CC,1\71i.4CI'OR and .,wt, prearuthm unl prupt'.amo. mc!dmi Lamle, or 4_."_2. ether, char, inmgmtatiems_ vp,iriiotc and Wbmtalinn coivaincd at rvch i years or ahcxvn rx indiatted in auda drnwmex a "" 3 anc CON FRACI OR hnapnaauo t of or ,rr clo,irn; dmmn irrnn an, hmhtucal dtn:i or anc sudh dala, triwp osno,, opinion, or inforlotit"w. ,%once of Di{&mg D'nh.wiore r+r Pin+swul Condiiiwu: If CON'TRAC'TOR Ixli"e,. tilt an, sui u'fitee" physical mnlivan al yr canlcunus to lie site Inert e; uncov e,ed ca rn'eale:l eilar. tl,11 oCxm;h It rwune as to camblish Baal was ':whnrad dmf on tahi ft COn'TK%CT OR is rntiticd a, rear as a piaaa in Ixua_•mph 4'_.I nai �._.= malaiallr ulauvmtc. u l; DI Nleh a Ntmre .1 1,' nontre a change in the Cootracl I ocumeni, m 4'_?_} dike', matvriallr note it., shrnvn err iJ I)Cc6NMI coNutrtoNri Ial111 I'l-1,e1m1 0 -1111bFF11fi I roLIANNttu6,nvcAnoNx11iLl I]:wan in&mled in der. Conrad Iloeumcnu, ce u of an cat antler. and dit'l m,wnalk 1,on, anelam, ordiaralk cmcomeo,d and pe,crall, mncnimd as inherent at w,,,k of the ehaoe'w Inmided I'ot in the Cratttnm Documents. nan CONTRACTOR shall. ia,mt*ty' Immadlmd, all acwnire aumre Ihaeof laid altar further d ttnnap condition, .0fo ed ih,,, n or ,forming an' lsrod: in conwa4m darce'ith (vavept in tin a ,,enl.tt 1 he Jxaniarnph o._ix noon OkINkK end EN(fNI,Zk in w,img afoot :inch nmdiu., CONTRACTOR doll nm fi rhrr drearh arch as Air. or redeem am' land: in cnnnccnnn Ih,zvvah (cy. pt as o6msrid) until'.if* of sans'( ardor to do sac 4 ' 4, L%GlMf..l:X'P Ret', EN'GINIrEl, will promptly rmino the pertinent randuinn,, d,w,aaac the nrccxxip' of ON'rM' obtaBavtp arWuiomd cscke-ationa tests frith'copal (harm and ads'I. Ork NIiR in v, nine (trill: a coin in C('Ih^I'R>V:IOR) of F%INM..K'x Inda'o'.00 Kan la'aao.. 425 Pawi+fr Cnmrecl fixaarnnrs Cbmaee: If F.NGIi IRhk tte,cadcv that e change In the Contract Dtxmmcn¢ is'Waited ns it I.tIll oLt ctardilian that amcu as or more of tan anogwies N !vrpaph _": I, o Ak'ork Change la',ctne a a CMrmc CTdn will a envd as provided in :mid' ID to rellact and doaamem the cnnttyuvnccs of tech chant, 41h. P.hle Yon• mrd 'Timm Awrrstnmrnc' An gtaiial* adjuammnt in lh' Cnnuuol Iviu• ,, in dw Contr¢l Times, or Leah, will fee allowed to lax cta ni Ora ihr ,saolno, nl tech unee ..I'd a ra'calcd cnndaion nna :m ioaaau a deaca, is CONT RACT'OFs crra of. r. time reynlred lit pefl'mmvrc ol, the U"orL Ibia.I. howevct, to the falloeligc- ,'._ 6A. such eenAlLian must meet an anc er more of the caienonen dev:rined m ora,ripin I._.i, 1 Ihrruplt:._., 4, aJusicc; 1=6'_ a drange i,,, far Cammrs Ipe.o.al, puosmmi Ie paragraph f will not I,-coon"aw awmarcaion ofnn i, ccmdau., prctudaat Io cattlemen( to one :;,eh adiuvmtenC 4' 6 e6th o q eer to R'vak Iha: is Iwld for o a knit l+riu H:axra. i n_v ado:::man: in Cuamam 14ice will h' subica Io the provisiom of oa,a@rnphv 0.111 and 1 l o. and 4_'.o,4 Cf\T24(_'.TOR tall not Ie rntiticd as an, udwra nenl tit Inc C onanal Pea ca Ti I,, it -`_oil CO MACTOR tam, of the exkama of ,oeh coodidous ;n the ante CONI'NACIOR made a Vaal smolt n', to OICNIik in respect of ("nano( Ynee and Crnnma'I'Imes ne Iha u it anhmtcnion if n bid or bcaumlT bound undue anc mated Cow'", or ' 6 4.'-. the cv Imt, of such woojw n could nvmatnbl nacc been ii�rn rred ar rm'enlM to, a r ml1 of era c.VlniviatitxL. im'eslill u.. GVilnimi tog or And, of Om nik and 10mll:a0e3 ercn.< re4 u d bt to siddlt Requn In o r: U cm chart rlx CONI ctmdt t a I rn rA[1 A( fOk prtn OIR'fl m CCA-I'R>aCTOR's maAtn_ sudt final R eommiVnenc or ((�� �F{i7 1^ei4 CO"A1KAr IOV 1'aitu9 m v'*c th nntt.n outicn nhi th, time and @'� .nyu+red h pvu}nph 4 0 I If OgNC6mud COM R4C!'OR arc um:hde to "'a en a+uticmrnr to xs to the antrum or In2eth of any- such equiiubw adivstmrnt in iM Couwao Prue or Csrimt 'I i.,.. n alum, mn_o ha nmdc tharefor as pnn'ided m Arti le it and I'_. H c OWNIIR I (flNG6R to"[ P Galntdlmns s7tn11 not he Loh" m ('Oh I AC0R for tom claims, o u . laws ford + nunwhud'} ,. ro iNtTOR attain mm¢s.tian .. ith am' rnfwrpmisi � unricipntrd project 4.1, Phnitnl C... &w+m—L dcrgrt and Fnm+Gtiev: 4."A. Si ...... ' ]...h wLtd: T ne mfvr .L"" tlnd dw e;k+rnan or mdicatal io the Gonrcaet ,,to rtIut to c>isthx Uou& 'ound facilities vuno"Ic uc to dtc stir o bacad a+ information and dew lu 'vneuo to ntoW iR .I Flvf T4'F.FT by du• rn+nurs tot ... Undcrgr',>'trrzl PacBilizr. or by others liular. it is o tooadv s` ryrrcscly Pmalded 'rn Ilv: Svplilemenmry Crntditions: 4,3.1.1. Cl%k-NER aml ENCITII.SR shall not Iv csperssihh�lo Itrtvrare at mmpmt r'. of such illo.at oo of data end 13:1_. The cost ,Call of ihr lbllo,,,,. will be malmied to the roulrao Pea and CON'TRAC'ROR slult IvuL full :IyfulTiliu LI oIJr.1eotitg and chac6bas ml x all oh iufo'n on and 'It.,f6oaeti ') llw all l ndertmntnd Fac9m"ahown of tr'tta Carl in the Corarua Oocumoo po,6itI courrh.ttu, of the \?'ork "oth the avrnerF of atoh I7ndezraund F.61,ties durin_ mmnructitm. .1 (")the a&t' nod rymloezuoo of Of such Underground Faciliticv as ,u,c,1e0 In patngruph6.°ir and repeiria, an;' Jnmuga rhwYeln rcullinp Gum the ttiak. Y".ohotooa 1 ieatrai.' If oli�dcmJounol F t ilit _s umovrred of ae,wlUl ni to, .uutipunus m 0 ' w vth'ch . shrnvn v Senlnf m the (.mrtlna Dtmmt na C INI'2ACa(tf 1.11 Inemq.tit ton ,'duo")' hill' hv:cmt= ana" thtrcnf and I -fort waher disiurbdng tondlGrns alTeeled umraht- rn perfcrtntin6:+top tVolk in camaotlon thcrcwith fcsmpt in out emcrg". as mquireJ h}' !mr-ngrnph Sunnite the nwne+' of such Ihtderarnund P"cdup nhd Yli: UC38tiFA4L CONVIl1C'I 1911, 1199a t,hu., u+C:TY Ill 6p10 IrlA.l USb101J119CATONSf NI51'npnW fovea tentlm nnti:r It, u¢o o., ami It, OtaNER mid ENGINEER. CvSPITECR mill pruunj lk ,,ion, the. Undetgrottud FadLt, and delerminc the exfmn if m t hiuh.l chtmg i, requt c r m It", (<mtrnc: 1 t m e' to ono,i and chum,, th n' Gaenar. of the ee nu+ae of the It I'Troutui F 1 rc. If Eiw'rINEER.wruluden th4 n af. m. th, Comract Doc".entn. is ta)uit�' a t4 elk t hu" Fuuwina ar to lhrtn n urdt- cvdl to l a d s p outk l m vmk l C' t [l t w docu n unb c racy e 1M ing al h un,CON-1 RAI OR +hall n r s7x nvbl fat Ih yfco and Prom.hoh of such Cnluywrni h'aciln) he prrnoide4 in plra�tom6N,. 00N'I`RAC'rOR 4.11 min- by ellowed an tots ,x in the Coivean Price rn n ene+viae o+-che Ctmnaci l imn or both, to llecn, m rth for atuibutihl' tr th eseamue urn, 0ndu3otmd H' iliw um1 was not shown for indiae:zd in in, C.ontraa IMmtmehl J "I[ i;gV!'FhK-f01, dill nol kt ..- of and wind toot r.. unah, hm e h n tx(kum to bo ntemrc tot rn u.hnvetmticil.17. ,C0ro lom,nml C:Oh°Tn,00u 41R meti'.1em or„'ree onendu nl'to for NzamoumIT Icngih M' am' etch ediuvntem in ut rutacf Iod h n (.mt a Times C. KT rt.1c, 11 r e t tka a ciai, ut rci v I. proF.Vil r.F 1 ' 11 an I Hnwm tt. (t0.'[w,l'. all RK ha mid F At-1OR ia- ❑mxWmntunhvll toolbe17e67cmtANT2 i urow for r - : m : l \'C tx .i.,, i tram or eau kl 1. t, f.)' fK\ .TOR on or n,e ma.ucm mhh any a[he: prejca ru anticiTxn..d pmjacL n Reference ('nleue: 44. OWNilk arull Inrnelc cngimm"ne mrvcys to cswNiolt wfcmnue I I n, :ur aomuuctian which in GNGFNT.MR's wduneor urn rt.o,- to <ntooc i.'Ur'' RACIOI, to I... v,d with tint, stork. CO'ti7RACT OIZ shill 1u respmstblr for luvirg out the Wad: shall P¢aeei and pruxhe the rnabl,,hul rokren<'z I,fuN end shall make no olanges a relovotima a al,, ul I1r lrur u+hten.00tl + 1 .1 (,)it;oTR CON IR, A:70k shall report m G?lU"IIdL•*SR t,ho n,,r , am trfeo., 4xutol is lcv: ur J'u"od (v t.uv" la"a itu, Iwenuse of ec,,vtn clmttot" m ,udax or lt�,wt.... and stall he regixm'fW by t(x amurntc rgtlaemnmt or rdoc+doh o". amh u"enc:. pint, he pnvi'ssianull' quwHFed rsom+d 4,S, 3ebew". MM'. Pevoleum.Iln:ur<ktun Ruw',r 17ndicvraire �llntmiob 4.1.1, OU+AER shall � root ot:bk Ibr oR, Aslxvtoa f'CTzs-. Petroleum. llaznrdots W.w or Rnt4onetive Mutcial arsa'.rdd rn mvnnkd a1 th site 'hxh wes tom sht o Indmamd in DnniTo, r S'6no:niicn,' id uuro,,l to at, r_'-uuo.Cl Dtx;umnnn to to, wrhin tin euN of the kott unel veto, '."t 'I st,wntiulu 1.""rn rr puuo,m c.pro e! u t tc in ".Ie f' . ah tla W I, al me s{m. OWNER fall hat to re ptns361r frn nuI such I.uI.le treu'W to in' m(te Ix' (.i 1KI RIC'I'OI1 ' $ulx:cvttrncux... Suppiicra w once.. elav G.n whom COFTrRACI'Ok is renprnsih!e. 11 -1 l'(1'-'i?'I\ �\ "1%+Il.ti1W fl-rn1A1 d tl{a}4-_tlj y1,ll) aft 3tiE,rt-ieca:»a�ri:m«NF++xelrh»µr+knx:ex»:li+iert.»»r•I irwxx-rr=\w-x4%taei'-tlnseh}-ieasea',-xs-gal-rmn:;±ene. xu-raM+ieeNl--{w....�ua�r+Pli e=3y.-»»ct-(+inr+cwifc 4d{'�TsR-�}.I l.['-"i�.[F6xwl ixere„lier-can{rrm a¢kr police -in \mmlp� _4iW �n6 �slw,F-prm+�eiv OWtIi1LNYt1 w.F I. q.a C9nCcnmC IntMi.w, pd ObV±4GR�te�Iaa in--q,ralTvnl.rxl,ei�-...... lutte:wch CO-Vi RAC'! OR 1,t-tf 11 Wko-ceu:e:.tire-xl'. 111, IA-, : t ilti-{ (C 4.CT()hh{Mf{ftUi�- iLYfVlrrd.lfl rrNnn2�%lirl. N1-iMWMV{NNr,�HFhW{krlilbPlfEffix2^�,itYifflittY!-lHililhN nueh-nfkax'd-raea-w{Vi4-xkw{-<»iti'NF(i \'-lwn-aHtllirxvl nn)•-rccpireC� p,m*its-xnlnmd tlaeram-and-deliveral-In ( +Cd1..1v�F'p�A tiTeaiaLwni»w+- �unc 4{•s3mciC; irlg tba.-stwlwwk. IIII- =aliee iarzai:.vv aNyea rrrxkvti-::„.,`--,.,.�, 1{I Snx�l1 \'IrW 41IT iry.'4Wf C91iE{H{fAlt VVvte."-h'filbfMl d¢fi klvuN-aln�-Ne-yes»aud-utok-FF-WW1='�k:L.-y+rld c?-1.'is3-kA(:='{xi-t+»rc>`+Fw�marti,-.txtiNrmenHeen VI+P-fl11k"+V1N-e'r-'CKICn�r\•.WtAI iH{-RRF-1N eraµw--Fhicu�-a'--falr{t+xiea-T.-ixinn-ar-{.+e xl{t-earv«;k Lti a;;.aepp�e <x such staee.a: unxlnlnm-wruier-wkiwk W {rl <v-+uraa, h s E L':-k':ItvC-:1 L)h te-la-rasxmel: Aq.I144.mac-a>»1:+m�.laln'«-Ii>zrata!'-as rmaW +e �0.iGie4-IJ-nrNllc: +:�.+-F�-n{tz._reeei�-,al-iith�:,Feuik-wsiyen-rn>:eti GCM1 CBAt"1'C>R-v§+ermtMPra�to newnrm vdnwud: M`rEl-ca,-x-nya<+w1t h-li'.Ly "Jff,•;-x-<We.--ercn per--rt,-tiswroe h �1::,+rk._,u lVm rash-�tieclW uanatn*rc. -t!>an 4,U}+\F.1:-nFm'--.xkr-uack,-}„aainn-�41 til,�.vx:4uwn,4-r:.xx-uvtb-wcMr»H+reL es Ew�r7rti,+rt-.vim.-iuc ;.pimet-t.:-}*'-<bktnHA+nr Iha-iLirl�ai_nLv .I�4-aaJ-(:(-y } 11c[n�;_<umnv. r iaastn tw611e �n->m {rrvilxmnaum =-erentu(an +x3,i vvnsrrt-i}�nmrim6ENw',34;e.nhmtrecb?imWr �.,-sace1t-td=Jeiv«,vuu'lyvwak ..a.-tar-W:+rl:-.zl+zn eiilrer-{av+v,.nrae.mxGc-adaim-IkzerGu. »s nLwi<kd in 4rsala»-lb-xaef-,-�. 21k��p-mxe-Meryue3rtk{dn{ Ynnron-.a1-th..-].L'aEF-furfcrn»,,lv .(vll?v"EF('s-own f4�rcaS OF ,3tIMY4a1YMC'1nj41iWY-W ISII \nlCi(+a.- +=bm.,-rhNellz?-ctitealrt+elr»xted-M,-;:mw-:n,.l Rowlau,xvs--Ct V.=oF.h--¢hoI(--unWnlmfi--and-,Iwld hannle-.. ___! tt ^iceAl"70R; ---Sufr.Umtreckxs. t•"'4u4?-F:F—F-��=s±:4�IFs-:-rrsx3Avnt-�mel-tAe ollaan--dilex.x-_-U»plavees-Iael;m:....... otlt.»' consulmnu-and-whEmntrtlgma- - ach-nml-am��-al ilmm,dram-nml-uguircn-»II-dai: )lmgs-lExs=send Jamngn...»risiee-cut"altin� -ob_x...-tram--melr Mmr«irw.a'.:vniitievy+r<».iekdth»I-+,'i �sY+eA-ekenx: t lUx-{F�aklmx r �attrtibuls! Ir tE hxlil)-i7ryrc m61�c.-dirzx�E nwth-tx�r{n}xn-u uaks»nu�w i. WIn,*4Na--pn,nerV. i+I'. ""hay far md m„bn.{Im•.-.i Fe .l ul us'-r�Ihln�ihe{wGum<-:md "V) Tdr-fn-iwy-subparanr»,>h �S sm-ltmfiunc tRL-�,ug-urdrckmmH :mp-nrrnm +a emitw-i7om�Imd tl�HVLtie-1%tt^-tfiXi k{ 4Y1(-il+a {i%1HP5-CY-CflN1Y5 own necklgelwe: •'tI Lt.-yrtawtaxm.1ril- r» ll ldw 14, -l"x IlleIl , retroxeneknl-H'.-npnh x»±zst<+s -fY {;y-!'draleunb N»:md{..Is-V:ane w-iixdiewctiwti.txte+in;-mwc:':aed anrevwkKlaFtw a:ite- E 11r, 110111.CONUI'1lONS 19nW 19Y:I&Arian \+. r,IIY OF IUI21 C(It.l.l \1 �11U1)IFiCrI I'ION4lY3i\n _W4p ART ICLE: �IR)NO$ANl)IXYIdAtiQE [Wju mm.ce. I'giIII,w and Othert3oede: �.1. C0I7-ACfOR shill iwn(sh (:rfoonnne; anal Ehrvmrm Bondu emoh Iry an nmaaoi al } 'suohathr Cnntraed [iia at eaurim far 6te fim,,Iul n.rtomwnce and fY1V'nICIJ w .II C ON t K 7()K' 'N'ttwtIN Vrld ' IhC C{mnia Lixnmcros I hI,� htIll rrmlalo i,, eF= w .leas: unti{ one year aft': the dntr when Gnai pa}•ntem Ixcomce duo. esc�7r a; pu"We other w by Lmvn nr kevulution he the CEmua.. It simll Alktmich sunh mimr }SmvLll, < m are rai d Rv the .Sust-Ic em Cnnmt ins All Binds shulPf 4 u. tin. Grin pre r ti ed , thr Camrant L iti Ut ¢.,, t uaToas Arneided ntheovivc by Lawn nr Rcgupldc "and d>el6 be rx¢ 11, by such smcur> m »m named in Us current fie ni rWblc aria Holdnm Ccnuieatce n Authority as km,wbL Sureties on Tctieral Bnmh and II Aceeptah{e IZeinsurire Comranics' s publislxd It UmuMr �7p iamwrdeat by ilIe Audit Scdl; liurau of 13ctaarmlcnt. All Bonds sienccl b mac 6c sconlpnntcd bl' a rzrdfied ")pc of vwkh noon's auilwris at, act [f tllc wrm 4I :I Bond h11n"I"I t;c (Y)D t I ACTOR Is iG I r d a Szlry u7 t: Ixaxnncs inurl n, or ns riEht u. d h I m ix w'i tti in am' manic n'hurr. aoc par. UfIll I'rojm Inacd or fi ACT R Fj,.Il h mEµlinmmvs +f {z.rawa7th 5.1, r�%\. �iACIOR :.hall within inn d:rcx timrafler autxliwu anomn 1E ands It, Iwiti n(e'i+i h n us k Imulw +Vn to Ol19v13R. i3. Lfawrxed Sureher and III .. ax: Cnnf.", rf inwmrnec 531. NI ?.,W, »»d Vnaunnac ",I'w'd tin- the '. nt act Uasum�n[s to pn- }vml. xl aid mti nlamcd F, illl :.tl< cn CO'�7RAC.7GR shall fe oAt»med Gem 111111 1 IlIlLIliIl.1 riinpmtiez t{un atl dale h.. 'I; Imhndrd is tlw Iualul 'i an in which the !"item s I�ttrd ro Iv.Vo r"i ll or tIAIT.11 aaholrr 7x-ihr. Vlmits and cl, Errnvs.m ,-qui.d Sm:h surcrs and H"11.11 a cmnnf+xnik $Iull .1a1 llea s:dl 4,ddi6anel muvireUnem and uuttlit 'ai"ms^ as mu_r hr pnwldul in thr JOPPlcmcrnan Crn+ditims co;�TRA-.T R ,hail oral t. nµ'1Ek, 4udl exRias tc eadt ndclitiunal in.Unx {dentiLcd in the Sepol<mrnt»n- CEmaitiony aril -I »as al{n:nmmu (and ('UICI wide r Inaw:mu rslu cicd MVM.Ek ,- oilrv'r addiutm. red1 which& Iti PP 4('70Rri.' -auil uJ aI par hari nrId ni»inwin G. ac;-adnntx whit {xninsslp6 Sq C\hlTin't2-«1ud1 Mh�e.-+t'-C=1F:33Id.Sq'rtim«'wch xdtLtiawFrrErweel-ides¢iLettm-tier-SupRlarrnlxn uslemx-fl-e,wnexwr equeAedx+e S.dhA:8F oiherar{dnama• ireur.'.<It-wttn'li +Ya'L hE&-is netpirw.}{.-yueciw: vxn�remimxilx-irzx..xxmnee-»pith {wrxe".s:i-»r,:k>-]a+escui; i a i 11 Ilk CO,Vflbf CTOR'r Liabilitr inam u, (. TR A( T()R mall pwditan anQ mnintsin sueh iiabilim amd olhcr i"ArArw as is appo)p6a , fot the Weds kuny ,d iurnrs7xvl. ."d its v,,II nnwide promotion-ueA, claims s:t forth belnv. vehk. to, urivc out of or .,It fiom C`OFTR.ACfOR's pertonnarue and furnishi. of the MAJ, and (,Xe%7k.l C10R, Al, cblisnienc undc: d,, Gmmam'Uo,,trn is nhethcr 1 is a, h: peritxmed re fun'shd by t"O IRACrOR Arm 5ubcmtuaator or 3uppiier. or Ft' anpau dirc;:d,rn indirnmh• mnnloycd by any of than to fsrform on famish any d the MAL or j Q. for Aho., vats anp of than mnv I, liable: 5.4T claims under umA d armpensniern 111W Ixnefits and of "Inuix cmplovoe hcndit. acts' ia-_. shires for dnntaec ItIeAr c If hMtk iniurv_ orz uputicmvl sia'Anxss eir dixa>n. or deam of (S)'r 1 KAC,I ORE mnphm,e,. i maims for d ntngas Ikanrce nftorlik ...An,, slekn cs nr d..,, on deomh oi` anp pctmn other than CtT,7R.NCTOR., ev,phl,. 44 clnims--ht damrw-{r,.red tv-cu ummnn Icesent,,,ieool ttA,"+.,.ile If At, nd`e,xcem,Aino: t 1, e"t ,*vw n t awit..o.t, .an,x-drod7: At, rndirtw+lv-reMtedie-ttm-emit<w'mary 4atstt{^r'GuvAr F:S-)?Fi$iaF+=)k.rr-fi.M-xn±-mbar--Pef»ii:He»v Wfttr-xNtiev; 41 Not for odan) r otv to in the % n,cif, 1 ,Tao, of utmr• t- a, tk-sw t ut of an pie, r 1 2} wh:.rct'nr Icxarod. includ g Insv of usr t zndim�d cl'rmn: and 54,; clnims for Mtnaa.'4 tacaux ol`Mdil)'Towna death of arn- person or pralxr I damage arising ont of the ousrcrahip_ mint nine, w use of ant rnowl 'abide The p,lieic. of hmuanue st, r<quuui ITT -this Inmydaph 5 a to I, pureh.,,d rind maialainedxhnll_ 2,4-"i. with "'A,,i m i'Arence ttgiiired h pnpuaph SA3 4nouc), 14,5 m Imvne anal 5:1.5• iAdodc tin odd Tonal umnado isubrca to am' astanrAm lTC1L1.iAA1 in napes of profosviormI i,Ibiinp). Ota: iP.Lk EvOINH4f E,JOINLER's (o.hame and fin, onre, puums or ntit'es idarti( J in the Supplcmmitar) gend,uoin. ell or whine ahal! Ix lisicd aa' additrcm d11111,A11, A.[A.[ UnC.Lidt C11111till Ill the oljec ,v offeerr and mmpinvtcs of ,It torch additional in,rresls; 5.-08, induak the spent. cm'cra_es. and hr nriden f lcvk than th lun'ts of HAbilin {+rtn'Sdad in the Su,,laatentan "old' loin or ¢yuimsl by Laws rn kq,dwiom,. ,hich-,or is crcatrr. ow indmieutmnlmedfonninrnmna; d1NCOHRfti.W T 1INDIIIDGS t 11i4Y Ur o fdtiwl ,"PI Y1 A f(110(DLLI9S M1II,ll111Caili)ry a(IPt'i,2UIHn pd.lp. inciude <wuraCmd litmimv into nut wverin;:. CONTR9CTU'R's indemni[v obhurtu. tinder panrpraphsc 12. t, toanti ti_I through 633. j 411.. mrATIn a proeismn er andonsemere that In, mreraue afforded trill net f:r atrtcnlf& matcriallr olwnuJ or Inrnm refir'd until At leasr tiring. pros mtw< notice has het^. in,on I,, OU9TER end CUN'I'R.V1 OR uod to aauh utherad'hu..1 insured idmdtul in the S mal rnremare Cindhions IT, wham[ it aeninuste au instramc I., been trued (and tie u:nifirntes of rnourin., furninlxd he the t 7bTRACTC)h pt¢.warz w p<ua,z apl = "sill x M1cvide;: 5112 remain in c1Trst At last until Pam! "mere and At x11 u.,,,[heroafter nd oCO Ikt:IUR mar n, ,,,, ,tvT,, An, ,•AAa w replacing okhra", bVonta it, accon6 rcc with fmtenrnph 13.1_ and 5 4 13tv(th roq,eet to conrpl,wd em"T..ere uteur net, anti anp inA..nc, a, ,,A,, written on a -lain mvdz bA,,,, eemaln Fit e{en, nr it Irasr two yen, After 6.1 ttnfrery eel AKITACTOR s(sdl furnish OWNTR mod each other uMitioxtal insuntl idantiiied in tin, SuppRwittaro (Aidimnns m n'htmt r n.r am ni'.in.t r 1." b, ed .oidenx "31C1`ilutlUlt' . Ot7 `ER and ttnl' 6Arm addnletml 'AaAed of .'rtin.'rut, of writ riurn.ec at Gtni )rxat�tnrr1 nne-<.a ttzreafrw i. 0MAMR4'LAb(1t(r' I.,owtice: 50. IT addition to imsurnn,, rauuired' t be provided hr CO`aTR (7TC)R under MiAgapit 5 a, ()M`RZR, AT O\t'p f+it5 olxnrn, m pcm":nw aid r Amain at Oft WE' + tsprt" OW ER'" Ivirl JAI ht naeotunm to will votrcl OAI T-R aeafrtei claims whieh mac uri., feint ap verb. its uudad'th Conuace Documans Profmrtf Iraw." pi ... iiedRim it, i.jmlematuiR 9.mdu av,-tS)tk`f.ZR -shall--nureM.x- arM -mnintsin F+f th, e-line�wneeerFn>riHr-A-erc1wootrwiteirrahe»manm c+t•.lha Fill aepLrumem rear dxraeG nmTeti-ao-smh Amok[Sobie._mnwm::, Lroll-=the uppl mentare'--- <nuinnma- titoll yuired M. 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(i'.!,Px+Arm!xi!rai«llvarier-t^`renm.ra-arltuien-i+imt+F+n! w-Nor-�4aptklk s+enkw+�-C�Inir+rv-ts-I+e--4r,Fe+;-m n'seaedso*-ndeln!omt-i2 urada-imauch -r•. iidrs�end wU{sa.idr�rinixwuv�ar+etr-k•-eP-kvvas-atni riY1RPPPR-'NIN.W aJ-hV-!Mv?PFII!riPtiYiA-i{IN?hl=4i meld.mans.4MV7-�wrrteiwt+rwnrr>gct,�ikeeNesxthw m the event-nf-tttlr,nenl af+ixr,Ncxs .x-ilmi±xr-lkr «a«vva•:-slxiU-vhtox»-1.'-+ia-rr_k+a-xlrx±-rz±n--twe+a' nxrkien--snelrtmrvr!•-rxN+-irxvr-t-[iu-�:+m4b-at' issue»��ce-he«3-1w-+:?4t''+'(<It-as-+wwcr-..r-ntiwewlse @h'vHlr umlaxnny{w3tiowwre.uad ounce! ._. cx5MTlCtr rC1R--- Swl'K,v+vvaa4 E `:.:I'vb6lt--6f UI _Sk+�iNr+r!14krnn-'a+uHh< ,tHvr+r...dirv*.-ul-onlpiAacxa-wM u�mn-cf anv-cal' uu-m lorV 1-};�--j—{av4titx-K.iNi3H1M'CNeHie{?(xN1-}aaYs ot'uu -ra-other-ca!vagw;nt .lux evterrd'mg wvmta-e4Lrc+s }±t!vcrwl-aa�� w aarmauc^ac+ uN=':Hk'§-{.<y+rsr-rr-tMr-N�ar nusa�-:wtnl a tesithil+e lic+nr Lta a +ulerp�ril. wh vix+cm-mll m 1 •d FUU'ri'dJGIL and 1+!<ryecex-RtP-tarren4amw4i�.-arvi{t..w!.w-:a resuili[virs3m'(uri:-uthaFin ul'cvl trcil-corerrd M.-xew--t'rvNt'nv--inwP[{rw_n{!nmx+r v4-vw-tin. ucmrykk+7-w xeat�+ry+!¢I-tke t w .+RWSR dtn --�mal-uliirrNtion pwtamm..-,tn nu p+Ir111an; 41, I NTI, 14 Sufrst 111 h 6umly,11.11 {xlrxvumu.pvrzcgv}vx l4kcu-r[ller�nnipawne-ul }wrwant-tc+geu�tryrh-}q-(3. lrv.-!nwr!n<r-{wrii;n.--n!ninwimra-t>;-NR"=.Til2-urarire flP}..{d�v,^d411ntl4`-NF�vCfnfiNF[UrFitlNi-ta3 i'FNirGMd�'1(a4Pd{11ti n+m, nrpt-s.1,-_�!dwV}.�y[lyirflrawivinns-[n.»hr�+{lee!-thx+ in-k4x w'a-n:-v+F-r+u.{Pe[±t-rn'-x!r-s<rv;i+--ksu-.Iunfltgr-rx- :rtvasn{ueruirll-lam;:-tM=--iPvxer4-vitl-}wve-ne, F F reaorm aenira4-mw-al tvl'IaA+dT.<)2:'iwcnlrmuars '?<iF."4>fif'�G:a+aeNEGl�': �'Xmnlxrc+t+vNriNhe-f+F»+<ra, direclw�nmfi'+a!-+'cwadaerms.;4um-a,i:Hel� lieceipt mulappticaaan aflnmranc¢ PrneeerS >.I Anp ins+veil lasa unuer the Iwllaies of irssuran.e tixld I b } �rt,ernph ' std ± 7 will lx aSufaw Leith OWNER and m.4k pl, "ble to C'N"'N R as fidueianfor thr Hour vls m Ihcir irLLems, map amtcor. sulljtKa to the rcquitan.m, oC ant aPPliwhla mnrf"II, ulaasr and or Ixaaprnpl[Sl?_ OUNER shNll deposit ut a "'nsm ncccwnl an, mono' u+ N."ed sod kuall distrow, It in acewdaaoc"k, such avanmenC as the panirS in interest mac r.ch If rnher sprcinl NW YJnem isreaehed the ,I @,d Wm,hall be r {nimd nr mpinocd the mrmgs!n ,.i,cd upplkd on .o w thereof o-md Js 1."ori( and Um mmrthercal crncrc5 h, ao-appropriam Charm, (n&r a ltirittrn Amendmcru. 5,13, OWNER a fiducian'shill I.,a p,nv,r to nd= and male tan, la;a will, the insurers antes..., nI dtn pmlcs In mw,L shall n6iu'v in n'ntmp e'idlI., da, suer the oxuhxme o[ {rnw Io O \k V'k'x ex rcclu_af IM, paw r. lPsuch ohjeatirm hx made blF plElt as 11dwian- s}mll make scIfC1'I,nl witlt tl.. 'arvo.el:. In nccxdanac with a h.agrcamant hsihe Nllmenr immr ,..may reachli In, uch -t anI n +,ng t,lr tranir: iu II t Its. Ca r 7ch✓1 ream ON'}l[rI2 tl5 tldU6al} 4InII'vdlaSli1M SLt02 ItIS {MS >Yllll Wo a w[�cs rtucs-i(« pri e-.rw+dru +={Aae+:-im inmra' ntI P.EF�s uduetnn-skeN- re bniN--P+s..-the paapremwrN.^ef�wkdutiv. acwptmmer>ft:nnM1i w,d Inmwxan: flpmm In Aepfaae: ?.i4. 11 OW- IC thr""me'xfCnrYL.d by nr other proe7sima of tlu 14«d:w 7nvu¢aner rcgaieed w be CUNTcsl and m:nnwined a Ihr etiI U-,Crease C�IN"!'RdCTOk.(u acnorehnu wlih V'Iicic j on o,c casxs o� nmm-+anfammnua e U Ou� Contrail Dlwuroents_ the ,mpv.ImF Fart�sti li as ncxi"lit''l. (an Ufifwr dav, hoof ( •'FRil"i'.5$i m vcritirs ,viJun Im fifg•.pn drys uft'i to dpl dehcgn t III riilicutc .....d", sidetn, revue I, I,I to (AV -IF a5 regnir+tit f : p, :graph :57. Filkj-,w-nraea-Fdi'i-'f-3tiC'i+.:lt-Nhnli-rrchyee»wI..I, I. c41xs-suth-aikiiliarc+Liof ......t-in-xespe.-I of-utwlrance peavtkl ,n(h.-nihet m, ay. Ii, r IfIt df-,.,,d pNnt acre.: not .Il I -of - magiV,in sll tf the ikmin nrlH iluu ,nee-rrquir&i--,' axh-Forte= ba -[h, .Crcrtrnet WMIMeeAl .�Juu 4-(mrlr- +XH-mull_+-tln-wi,er r, I -in w[ihel a! sm:k:di,iiure to pmuxux-,priw te� the-swa-oGtiu iV tL�PF-t��AAk.h-h11iHG2-k>'1%i1MLL11fl-}1PIfMiW HAF"-�JWiW YY-15 timn¢yuir,d-✓+r,ragc 14i1ixAuk; +)ud�+.'e iN um .xher-ri�hl or-rnma7�--Hx+.MhNr. p<tm'-may_e7eo-t+hh va1ml Fkads ce-inatunhma ryu..I :uch Darr } nY'x$[loevisXl th.<nx(nrl,a of ttrcpcmy who.wuar<quood IaprrviuwA..h t>vttX�+c`-NFlt-X-[-hkMetk<kr-SPoAi}. �a...�vuxvi-kai%1)UF.-Il,i 6anuw t Y sc nwad,rgly: paet,al I titimt.....f ,pem ]nmmnre: "t, if OA."NER h-Idd, n naecuan' to wwp} U ux n (mn,., or pxtiurtt n1 the 1VnIf prior m Salmamiu Yb.U(%(rEP2K,W gpvplttAhS le laS nr,w Ltnnml .rvan rlana'ttn.uus a�nncvinn nwaoa,wl 6nmplaiun of all IN lvorC mmh usr,+ upano' maa' h' aceumptished in acmnlante ssilh rlll.lMl,lh IJ.V). pxuviaeu Vlat no sm$ ue nulmnc} Shall cunlmence lwlun Ih m,.wr pmudm In, pmowm have eeknomkdgad n..I., bumf uvd in mriGt} cffeG d um- chane t in corcraz;e negca:timted merthr_ The $mlrm. gmcicurs the }neputy irlsumncc eiudl th, 6} endo>wseenl w the , lI a' m Ix,iiciea Liu the prcryxrq' insuranc,f sm% n be nnnedleil or (trmitted to lapse on euount oFm..wch punminx ec acculxmcr. Al, PICL@L-CiOti Pl I'OR'S 121i:5J'ONSI ISlldl7k--ti .tiupcnisinn and.tiupuiumlderttt: &1 CUKFIdi+C1Ti>I: sh1l nvpen'Iu ml,"I aril direct the lsork c-mttraentk end decoting such num6an Ihaela and uppl_3r¢ such J,,li, sad q:pcniwr na ma}' th nececsa� m lmrtixml Ihx R'nr6' in am,rdance i.,m the Ctvxrnr. Joumenta <R`)A'C1b1OTCik,hall be sold}" m,j frn the meant n,)Ivga v. wcIal(' c AC-1 R and mmcdorce of a,t th, oa hm t'ONl'i:.4C'PUit ehnll not he r�spetssihlo d* ilm ttugligcnx cf ntl us In thT'J"., _ I i(lmuon of v S}xcilic men;uc n,edrod, t, hwI e, wyeietcc m �occdur otamtswci d h Ie Shown ,: mdwvud in and enpracch' r,ywrei la the F:onar Loeumrni[s. C (:)NTkdL'iCFR shoo Iu Cc,uk,.raw hic In :xe thm rim m>pined . ccvnpG,s N,wrnlek wim Ihr Caunmci Durum mtc t;] COXTRACTCIR shm➢ ke,p on if,, Ahod: at till times dunhg iu tv serve a c"mr d w r,s,dov auper'm rulrnl, 0', 'I'll nx t r replace, vitlio . xn Al'. notice to OLhI:TdR and ENGETER necepl undo r.:n'aorziirore ehcumnanccs. The unxrinl sldent will be CQN11 147 OR's rcprescnmtiee It tlx sit ' 'ilall have avuharib' Illnc1 on Lr ll cf CG 7RACTOk. All wmn . niar.4onsm the .a pas t :dent eiml l hr a+ bindlnt as ii gas I COT:TRACTOF Inbor. Ilmerials nrrcl EquipmIm: 81 '0K17R-A(101, Shull pnrvide mmhetrnt. duimbh' yih,- evl peril -I,, to s I,, lag C oral uroruvv� the Work nz r�x}mil t, the C.mf.m O+m,ment, C'tw IRA T(7A Shall mall times mkinmin ginxl d' -iphnc end vd4' n inc. sits. h.: _cl_ s othcneisc rednired tut the uId'at Ix prmrnxion ut �ivons or the lL'ork er prvpertr at ir' site tr. arlia«n, tlxreUr anJ A! Aka 1 th, sr., III! and m IP: Cunt va RL, lq,d s. .d. kI d ,, the m] +h 1 u perfanne i hating m .,I tvorkmg lxmrs imd :OxTl 1 TOR rill ut 1rw'. eenime Durk or the pafom,nnc< of Werk E :aturday, Smd p- c a t- IeFal ❑nlm,v wfllloul pN q$F.'rz .mitten now ml given. Nfmr pr[en rriuen nrnia th [,EXI `EEI. nn Icvc Ouvn xfl hrvrs m_adt:im-c ¢�nr_l4mi: to hr x�ml I. n Satutxlu Sundx�u a I side l'ne R,cuinr tYor;; tssH,wa u u 64_ flnlc,x aheneSse aR ,a'dhall m Ln.nnl ndhrg:h no]Ike. wtnairmm ix ['at".' Racryiramentn COp'TftAC,9'OR shell famish and asmnte h ar al" wa, , nluhvlvnt a "ol-almP" ium rn nn su MGtmiwl u It full rcspomibllitc (l>f 1, linal mynip s euand Ixnni Diner items ul'T ivl or a,., a ion uplipmnnl end maahlncrr, 1nnsl un ry t "In iH muten>ll nr tquipment a( alner °appiias fim iippllal. (n,1, mdx vppIImx fed pa c lyhl, h aL telephone. euta. ac eptcl ks EhliINEEIi uMlc the (allssing i.. n as and all other swri:nn' lad i'., trn. cirul smrcrs I.. .... tact and incideNHls necc.yary fa aim Lurnlnh(rg .. Iva )tx.; Iesring s.n rq)and annplraiar u(u)r iVrnk. 627.1. 'Y>r_:gvnl" LC Io C'+U7�tL365. Ilk discrcurn ,n itm of m](uR en ecryi.,11, ,--+ t 91: q.�}w ,v }_art lgilnr. COAIIyr7C1't�'1 pmpcns, by CO 'Olt is lurtatlurullni m 11 u)m >� Ih gspurrnn 1»inr .pull .Ihnt rum I alai ..]'nf lcndy It ahnt [.of Icsnwln nt�andnl Ilrm a'L?yr k Al la,,ar clan.,jd.. reiateiPWorkwilll u Mfic Il a of mt I'u has rrcl LIcA nMnaaup ty I, I, art vallmuc I1- wncidehia M r:at41NEF.R as an ".1 ll vl n a tht: m Y I4d o6iee - Ill I ilan. crhllill can raviex vnu approval of the 1 Lfh" , mac, in Ill3ILI tinjs solr pruplsto c t :cmrn{ [.car ploti I-,,, Ill' hnrl Cnlli� drcCam ix aeacmmsliahca rvitlwm compl(:mce K' h'wln.¢m 41-191 yaavv tnn> svratlier rmxluaat I'm some cn :111of rho rcau[mments fct n, c a: celncnl o nmlee cuntamin" s_M un that vtrtvc(wm itnn,. acauanac ofnnnlna _cnifi' t mrn xv nn .nark n unnen kin m how L1 :udn 11" rms: Ai'Al lnzvdou 4aaa )r iucL . "na,n"]o an 'n'rn n matrnal of cyuipmrn. Inolneuoo NF a"n, h_v'CI TTid,r does not qua liC1 : ^ :All m,,naLs and equipment shall he of god an it zuhpa:e'ah. 47 U,. i1 ne..it in, cpafim and IHW_ oRcepi as oihcnvix procn4d in the 'l li It, cad" a r will he u'm,idR a p1I tIt inI,n Gmarea ❑oalmenis All aartanoes ulxl nuammfcs snail ralhn)ii vRi'¢rmm (a la I'll nllcd frn In ' in, Snttih.niom ,hall c.'pl'+R, infom)alan as provided h;lmr m aline' ant."s, I, nia, I" aw bh , run to me buwfit nfUla lFR. ifrnun ihl'r':S'idc fi. }'V',NE.F.R IT .at nlIm shall {umish wuisteaop' ox i I, matncitenl p; �4pcmcd is ncsk t m cqz I, ^ aang('Pbit (indhldinb of lend, end d n, m ...d and tin" .1ml.nt time rw:nM mW an -, : incrcfix. qn' g' th,, ...It q ama nn m aguipnnxn. All materials nM nn qudin' of al"'ll to, , I , CNGI f ac h]'th L.vinadGIn mil: The pL, 1l: oqugmmnt nhall apphad msmllcin conmmned amt,Ih IwimL t th, Iii In, svpplrnmmwl [n �! an naul' in aarntlanw v'nF. (fercrnl c ari,tnp and as H?+GINh'HR me?' at In. IM1 ,d , a StIpd nim111 G' hit Stll)p lnr, C\CCfll nS O2 HfN'ISC 1n"n Y1M:S th, 41•'.CIdC 14 a tp[4]I'IrI,IC VndCl' rA1211CC.G ppropn., r pn>vlckd in the (;ontl:mt llocwcems Rcgw-a= for r.4-icw of ,d ni'su anlzaimtc of mvtcrial <x tq "lawn h. accr,.xtcd by PrnXrnnx .Schedule: on, n, ,, :Min firiit arramc CCNTTENC 'tR CD761'7n CQ^SFJ... m"'.] tc n.A i2>G fol .hall m thl progrcxe ai,)R- n nt luatI Ix uei n ,oh,timtr irin of material rn ,I , s1ab d -. , -In hl o:u it wiltr is it anlr enal'i equipment_ (aTtit It: :hall luv malt ---. In unnnc mar Fz adwurl Gcen bml. to tmu ux prarldai he]ou: 11 d ii mt. nitpli4a m ¢ G GSATG< In, -ceptanee EN; alai n,ce[LLM1m tlmitt lsulnla"wID a1 rnp;;lfq<' I'f)4: null sxtm t L,,a.I on [siiym alldf1 Ilil uarxl n,l +Ilial. u dal aacenrnnce ltn the ,stem mdit-atal in I,, cvllyd (or N* Qr acne: a sim filar lh 1 zlnI txcl adnwa in the Ix" I.:l nt s111.aarls h. tl P,m.,Jad a,l K soiled m the It 1.1 t. II xhc;lule that mill not cilnr�u Cle Cl thIt it "t] mal e1 '!'inlc. flu seam, o la aim: win The athei armev , S2 rvI ill l gcmrnllc r am, t t l ,mn' the If to x',,d the n'ahlat,on I, li 'u'ia'amenn t proIlca . n xiuh�.lh�n m rid t an i ukfilionul to al u inv, nCN"tu me c"pn<a. o! 'd whwtum u'of [] u will wmpl nap pmrisiorn: of foe t rrtulil X OR', I u .F din' r". 1 t 'a nd.hdAatI, of t h Recpluemrnl,'applkabla Iiuma. na nn niial Cm11, tun on time. ahetha of not amepwnu of the x..m' (or use io lh: AA`ork ac"' _ 1 Proposed "aIli,n 9:I11eni Ill ilk' rCgat,C iNR` tt.e ill.• af rCI.1h , tin Mflordtnle 1hat�wili chvrnr. Ili,- Qmlruct limes INilesumn's1 ,f littcllaenu tar 9,i the nan'i,ions of anc other D . T xhall i, witht, Sn acxh with C+41'dliiR for work al tlu• direll snto m-,aph ]-J to, niments aPh 7L1. nantu:cs min n( 1, ndjx .( m IN pmpnxd to amipl th4: dc,t u 1, ,d, ,l mail, In' a CM ape Omer or lintten .4n4mdmen, in n in wjmu not i pr use i ale and +e ,, acclxWmer. adthmuGr L raor 0 ih, ,Ili t1w 1 Ill' ihf. v, in lxmnculil,m wSth the Wcrh iu -'llll lecl pa'.n O! vane', pa, n1Cnt VI 11114' ]I('C 6.7. .Grbatitutra unrf Or Lqurif" Lnnur All o Ifl[ pap�aaIt It 1 _ i art laY ...1 Com anal +till It It, appllwtiw and aP,ri'd it! ids'. ' nfmateiat or alwpnlral u 7.1. A}:,I acd to II hIM, wtu replenmtent arailahif .,,read"". muI u dtv - din 6x' m h in err d,"r DI. .van'iee veil) be imticmed The n'ill I U'zag zerl , 'n,. II tans a 1& name alp mine Inc rvnj w a r,.in, ltan ll esth a(, ecxus or at,and contain 1m , F If rst,Wad r .the th, n: 6 a' land r-,suk o, find (rmn dipa tits' x'ill r uP. tiircd h' -- ,u Yatb , 1,,c faun q.ttil inaniexl IV erviolish the p'pC. (unetiwl and yuslim tnn '' eccepW,re of such sn: nti... in.iudiig czn+n o! iri required 4;nless the coeciGcauon or desorifnion reJevlen end elaVmx of o61n mnmacmn afiemad u cJcu'.6 l I I ^ h [ 1CanL I'LLM;JMI tat V - rm-urlol Icut m::oloumc uu� ma�n,gmm 1 C m a hp Ore. resrltinp- cmnpe, all of which ,ill U^ amxidrre.7 hf1vGlh-EIiR ecalunmm -the ProPow.d uumitutc. EN•OIh1PFR nlai' "it" ('(':TRACTOR to h.muh additiovrrl iGnsi ubvm tlt; Pr,,.d wmutttw u_7.7 i 00AMA'27'0[{s-E.vtNnse: All dale to'a prm�ed 1, Ck Mi ACTOR 1 'ygnn w am Prc>).:vud ";x<emr".or substitum item r: i!! h: nl t7�417i; \CI'0Rb cvxmc e.7.2. Sub,ima, Ccrun..a. Afrth'd' ^ Prrocednrvr' ifs speciL. nuam,. mcthad. ttChnime, x�ryen r nr pr<seduro of ennsuuctlan ie sh,,. o irdreated i met ale rclniresl by the (:."mu I n,.um n s CON I LA(TOil muo lumi-h er utili, n wbsti[uty mcuna. ttom tm'ahl' 1. :wquenrx n AC I CO.NiKc of oR AA[[irm vmaptablr a },lUlld 61lk. NWT �`O?S 1NICINVR 9mll submit FiR, rnt i d,.,t,tm to ally 1(th.1 thi- UW I-T'r I.. sole d.ilillar..tc +lrtennmc that the sutvutu, ih, fxrud is ry).n,nt to that poc,dl}' called for hr the GXHNIl IJrcartill is Thr proacdu[r for r iirn b}• LN 1NF'.F-}E wSll Ix nmilar m thn;.pmt rdrd it, mri7mracraph 6.7.1 '- u. /-1. Fiveirraev'. Fr uLrmtrn^. I'^,v< p'*>h'R will lc all' vLd a ¢amnahlc nmc within which ur era vale each prgasml r^ sttb.,:d mad, pmsuum m pmamaplm 6.7_I _ raid C, 7._. EaCTiJLrEh t:dll bcNre 1 lade, vu:cm,b(iity. as 'a <om" ruhmvim;e will br orde,,i ingnllal or mlmd :vilhool ENC;INF,W., print wmi,,, acsipsanec t,hwh veil] he 0...0 .l In oitl a Chang, Ctriur or ao rip tt "J shop I?rdwiv +G'alii}2 mac rcavire CONTRACTOR to fumisit at CCYNI'R.ACTOR', nr!n7vrc a slxvclal ncrrunnarror guarantee rn Mlvu _hGI wEiEthR rc "ill r am"'er-chqnuat" or su'd ix !dGPI7pvnd Qm.Iuamu.. in ecalualn. (ts F,m. .z .rd or v,C,7 tad d CORTIv1C.'"74A Inks m to nar:rptr, LhG21.: mv1 0.7." and in ..flie+p charmes ul the Cun:wn 17c>rumun ,th rz tl 1 oF,,, trs ro . 1 glees cnnv:xt u l OlA"QF:l2 fht ,ink on d>c PNFER oaursi a thmffic. U-heslxr ur not w ft'n ib bF CONIRxuTOR lime nopmpaced or vlhmiuul be rAV RA 1, h t )NTpvV(TI'OIP Jell n5vitwse OU'T"ER Ice the ehtrec; of GiGfN`CJ2 :md E?IGI NI"sR1Ys Coasuimrm. far ermirrsinc mch sash pn; mri sari. Cnncerniry; Srdsrartrardms, Sutpticry and (Rhrn': o�7 C'0'KTk%Cl0(c shill na unpiny am' Srittvm[ractm.. Sapl9ir, c mtxr pea.ron rn cxvativnticn mduding thuvr :tcuapmblr m Olf"rIGR rmd hMlNIIG'R ax irulicul in pt.n iiph 6B.^j. whether u tuolk cr us a s tbsl tam_ asairbt fie n OWNEk cv LT'1NIEER m hrrre - tl, ob,,e,kti t t %II ACTOR M.11 ti i lx reyr d to rnipiw :mc 'rK- tractor_or rxher n:rwn or argenimtinn kv Curnisr m Per( rm n: of t w A' irl: u_sirnt mhrnn ON I'RAC, I'OK has ramaruble nhlaminn FKVL-GliN ,L CONDITtOpS 1'n Gx1I�Hu 15liur! n1(11) 11I OfCI icATlOh IL[4J.21ba1 6". CUAv4idAr"1'OP elali xrl'om_xx krs Osm ^lt lxrwnt oC tnv. ni ti snlir-n.,, r, .allCan (tivr-rs• PO n unrtua¢uel tc mCr u- the 14ern the r rrluc of wh n l xnk nol lt, L>xrceit, o tV aft Pnee obi IGilve-6uiykniemart-a. on.ikums Ii�*d�uw Duavmen» ralurrr .the idrntitr oI crrvSin -1'uhmnu-sutras, Suppliers or Mher Pers'orrs in nrprmirerians (ixlwlireg thmen•Mr vrr. m [omSvh the Principal items uC materials or eyuipmen0 mix suhnP.wr m o14NiJ3,,I .L ants-ot-+hr-spralhtz rhN< pr[arte dm E[(�trve Uvtc nt thr� Aereancm fw Pc hy- pUly Lh riled h'3:ri Eib-��il Fr).�:, y:-A: � i':NI:-lew�e+mvHed-a-rrtr-liierev(-in vaa+r.krnr -witG- tlr.-.SuP.ivlenwn[ r} Coo[Iit in enti Ulf iR'.w or I'iRL U I I ITz awcp:enu leith.r mw, or by nJt.e tof,,, nxntmt abienron 1, c it, M, Ore dare Vndieatcd (,, acceptant n ohiecrion in .thchidelie>F dxumorlrs ur the C.-nuna D<�aimrnt.-.i eF eel} such-SWxvonsn; um:.-�titry+licr-v .uh¢r frxzx-w tngmn:vtnxt �ridarkllm4-vnxp..{� R •esLr9.mrtim iws«;-af-rensEwv4rix..tymaiorr-rrax�ir«�arwaz.eerv.rc-. ire-which-vrrz-i+ - tl 0 x 6A a.t(:-stwll--suht 4! 1- erxPwhleau -..lmi[utr Oewma Yrree-tiviiHrr ndM"aeA-M-lire-ditiisrn.e-in-4M-errrr vwti<vuJtiw. weh-suha`amim-,rid-vrn-nMx<yrriuie $hm>°.e brvill wi3{-k+r-rxne.#-ee�4+itit the QnItii, 1-�ier�b evil] n reutut n mrndi r r tl it nnn yunm, t}m LLx of the :fmired thcom^raors. eura0icrc, rn other uawta ar onrnniration <m the ;4'od_Pnleuc PrW t. hr(rctl Grnr 0IVVPR ui F. INPkR. y o acecpnnec m OWNER or F'v( i'< "' of m 7"U tiui.ill nr, ....c ar 'trier Ixraon u otYtk Nf(lnn slxdi rnrmiluto a ¢vice[ of am' riyhl of OAIJ} r; or GfSC I§ "rN m reied cktean-e \4brL c;9.L CCO7PAOI OR.,I ll x Cull, msrcmsble w Ot%1T R mul Gal INEEN f,, all a r rr-1 anlsTorm of Ott Suhcoaruutunt Suppliers rmd e[hu Ixrmnc mrdorynmmtiont atnooniit a!i-":t ne am of ith t')N' unC7 a tiu �^,I <v indiar:r cA(7Jo rvith :. )mtrint,,7 PR Inw CR', I11, C)R Is rupnnefok for CO[�:T�KAC:TOR'x rnm :uas aria nmia-nuns tli it tnc Contact Lsumr y shmll Su'l Pa tlx Iite7 of aria suite rtt.tintrucnx- Su�,iicr is PI}x7 Pcxsrn ur zn;_»rniNNIi am INCIINuvl rcin'dorofip bewa-n C)1A'NER vt "thur.R anel any each fiulx mvaetort S,'vit's w othr I>;>en w ry advanion nor shalt it emam a oin on the[ :I (1R4tLRr At!� iLP.I1 to }are or us see n. thbe lx+rnr ph of ant° nremepn due a .mclr S Li. mrctnr- Supplier ar tether persrrn r L,,,,, ration cu<pr ns mv� onc�r»ix lu myvirwl tw L vsmW{1e11 lvhur Oicm: uR v6VrWt :l (nn aF r m au'rw xu r vPlrpli r ott rn:rum et ru nJ; of „pmouNs _rmrd is ! Jh LAC'ITiR 'n aamrdnnoc rr in T9R'S APpCu-rtiorrs fiu N.r ny rent". I t 11: ('6)m`[}. ilr1l'OIC 4w11 Ex sot^.Iv T.Taccabla frs rhedahao argil emnlinmine itc Iverk of Sub,.cwuuure. 3aRPliem an-d other J'KfWRS and agnnianione "crilreaug oI furniaidw any of the Lyo I, under a direct crr indirscl occa"e! with t10\rC1::%(DOM1. (Z)rt"I'24ClDl. sha!I "wane all Sui,.t... IoT , Sappiims a,I such other pc,,.a, and a .mein.",' perfaanor; of aa,ca,ia ma or the Wed: to crnnrnunicutd with fm ENGINEER thraupl, CVN'I'RAC71 OR ,h, Thedirivionm all, diwv Attlee hall iicutinnvol! the ifKNf-netioas of an)' hrtltt'InCL sfunll not oenuol Qt)l TAC7 UR In divor rhr No : a, Ilea Suluon¢aatols or Suppi, er or deilnenmrg. the U"nrl: a, Ill ixrformed by sn}'speeS+c erode. 65 AI "41; pat*mned inr MVIAMI he a SUlleoaraalx Iu Suppl%t will la palsaam to un oppropriam aarzcrncm ixnvcca C OKIFI..AC?OR and Ihr Subumtr tttlx ae Buppiie which anc iG vllp Meth' Iho Subcon.rasm or Suplic, ro the eppikehle ta:mr. and cordil'nna et the C'. muatt :Jneumnrts. Ice Iht he"I of oll It R and lNG1 41[kR lchee.+es em=a<a�ea� mmeal ic-witi:-x .SuM-orartenor-cr-.`:u}y�4ier--wkn3-is-Jis+sa:-nnwn ajdainnc!ynvered-opt-A3trfx'ry+ng- iow, arm-p(ewe" i, ryae,Yopto-ia--I, 9nppller-w'll earxn+n-)~rc.+�isrirrr wiaia.yix$rob+.aturkrv-re-�I�ryeier wuces,-e6-r+_Ms- hrxru _ta-,?:hh t V.elk'.1C34A6 k'ai ! hFR ..� UGi ni h iseansn{tqmc-orvL..mk}...,itha �wkiu✓.aaM :_- nu:w.vxi.Yaraatv>ea.xuxri!-Fw; 'M]NHCt Hi=aM-1eal'llctRYNyrW.-td-kx•-I+aYI{+-(.•.e421tti1-ITo ml-kkeal, -seadany xher pr.»eriy-in.,IT all eal,h:rhln, to tfn \:orb -h�du- r'mary al alm•�suadr pdiaies-+eynirr scan eatcer{ter r IK�m{-H} mew.-fuF�ennrrmw »,aa Supplay; P�2ht-1.oM-wrF±stan».+i��+rter Pmea1 Feel and R'i"I a G.I^ CtORM70A Awl Izre all bauese I", oral rmu!ues and asmmc all euvts incident to the us v. Iha [xdutn.mcc of tiro Work or mr inalgw etior uT me Red_ of:rne inaantien. dmiurx la<eav- prn.luet ar dev*cr which k Ile.. u4ev of M. d¢ho or mhw Went Am to oihars. Tin pmiaalae invrnoorl. il,c", "Noll l air doerc. lx I o fhH in the Conmlci Dmun e t< lee ,, in the mrtbrarancc of the lk'Iul: and A n: rhr nasal knowlalx of IM E R an MQWMR iG . is suNw to lrttn. rluhi, or e,pyI ghrs caIilr4, to . IIV lilvallnt of ar, Iice rcr ire or royldle to 'bars the csisterx;e of sae, 'i'lu, smdi " .Ifx*v ed hOIYNER in IN, Cwtnac, Uowment, 'fe the falleal cNknl rsntinat bt Laws xrnl R"olmiec, CONIRAiCOR droll mdeaoaffi and hall hnrmkrs (AVNE R IN oCu,u> du aaci ant} I1. ers. ag me met ou er vtss Tilants of h ni any o6lhcn f n anal vow ail Qo,, clerk l'clo, eadd e; .,king cut al'' nwoltin3 Gone U, ofi acid of Ianm i I Ie a .,In Inadent to 11r uw. it, If ;,,II if ttr bok -. slifiall Cram Ill." uruupuration in the Weri: u1' any im entim. dQ.=— Ivelem, I"i it dew!oe am spciilcd in the Contract Well naria, - ICU, ofkULKAL C{i(\UI'YiON+ I'll', 11911LadilwII IA nYT-'OTI nl'tAATk Nel)II I t i IpN9 i III A'q.2W9) Permits 6.13. Unias othern°4ec prrn•idedin Ga SupplclnenWn Camdiii.w ('Oh7P `<GPDR ¢hall ubwin, oral pp• for all uenNaLtion perran, and Iwara . fJ1\'htE'..h shall avast C,'O,� I],.•i(-I"I" n'ner. neresser In ohlainine arch ,nniu xnd Boons,. C01VI lcACI OR shx11 px}' all Boaz real ChnIgCS a ne"'Tion Jell, ao,00i,' Ihr me peo.la on of ale Work. whi to ate applicable at tiu timr of agxning of Bice. er. if then are no Yam, cro the Gf,ulvv, Im, al Ill, .Alee,a,,m ('OT,4 fR_AC I -OR NH pdc all cheruwt of utilitc e n." fm c...cLi lt. Ie me tlwl;, arut 0WeRP shell N, all cIa ro,c of each mf!m' orvrn.: for v."t.1 ee.,b. rdateil It .... W suam mr'orn mvesaneei iec. 41J. l.an•n lard Hc�ulatinnsr IN - ANTRAMDR ahsdl _ e all na{cc. and rompic witl•l all Lan, and Rcgufao., arlianbI, ,, furni:hirn and laaker nanuc of me l\..I. Exttnl trh,, otherwise eaprc.•ca, r,uired he app! awl, ar1d lic2 oaecnl nCnh 1 3 .?]Fait not l'vol Klif9e 'Iwli he remonathi- Car ntomwnnc r '7:,'+CIT)la ms+Eaac non ace Lee, er 6.I42 if CONTRA -TOR prl>rms n IVU,t knurl mg a !n: ir>_ a ^oh m lvror- Not IIT I,w:m an t11vn-sat RgW.1il MNi'RAr'10f sbAl Ui all c!alma cost. it. nod dama•xec cau ed III, Blaann oui of U, r9ul6ne therefrom; I1n11r11 ft shall nm hi (e)s!-R T-70R, parlaq ""ns!bihtt• Ic make "'lato that tiu Spmifirntilvns and Drswin_vs arc .l oll uitf ! ra :mid RenulACTO but this "roll oat hnc CONTRACTOR TtP oC . Jh'fhp('LOl.eohl ai on%and pa 6n•>pt>.,9._. 7.. 6•!5 CO!, fRnC'I I]R almll pac all vt s. cmwamcr. tun and other auaih: wx,, rwo.d to to paid by CG%TRAM)R in iVeadoo,it Ah it. Lw, :ad klewhi ions of The plain of the Pmisi n'heah at, appf nbs durLk the fx`rl t Ice nPthr kbde. I 1 OWNIT is Gem C'oireadn Seim and I d uda. a I r Ile, mamnul+ Ic Ix n rnnti+ tnaarclreacd into. the. Pr J t Gard lazes shall nor la rLn i i_ a . Cuntaa i'ncr ,tmit.at. l"ce e:;,. Ln mnuun fpn m1 ulorh<In he pn le n or}uemrd .l,,_lh ppnr,a Ina, en 4aauon pt u< t Pnor _,p dcs urx:...thg prt'I R1 C61: h ll rxlthu^ Lrt n r I h d m_ m, Ld, bet .v ilnd h it%e, or, LLa bur! mg_oral to, rPtl' A n_ Adder. Ci11_radc Uduttntcm aFl_ie�'onur ante (annul 4mrt, u 4 I L+.`iluronen 14try Iarnvct_ C'rntorada 80^_67 So-iles vnd pis Taxes for tfti Smm of Qll,adC halt d,. Irz+ptily.0r4dnr Gnma tdao.�rLZn Colorado e nr I ties ore Vrctecl he the Stitt, of Celorudo and »re inducted la ti CrxtiGcati•.w of Gs�n; tiori U mixiq-1, Sal l_cc Tc+_xc iiiioodit Slit loll f , xcS' t , t mN our th tmcii r,, and t ai(fLt�;pivrl !t !I l`ity .icnlVr i t x t�orat d in}y+ Ih, prnaera we"', lu J.IJ rc t !, I N AC I i 1R and are III or m,lioicd to zonrvrxivm bid rtrma. I;", nfYrentixes G16. CONTRACIO: ,Mll ,nfn< cnmtrunirn, roaipment" die nhvegr oC muterivls and equipmoa artd d" npaadon> NJ',wrkerx to the nits n;xl land and arcs identified in »nd Name! II, du^ Cnntt-aol tio<ummts and other Ind and areas p i-rila d M!Inns and l:egulmiant ri�htc-aGu'ae, Nina iiv and cay.'.muns it ahutl not nn reasnmahh' nncuml, the p,oi,N, with oolxtmadan cuoipmctn � or rnhci matFull or cquipmatt" tX)NTR , ." am1V .d I,, Cull ar,ro, ry' {or aor damage w any such imd or nruh. or to Litethe aeon rn +rsupvn dwralf or a( anp t, ".I, land or ar . «soWng 4om thr'7III,, ,t<ofth<o, .Should anc dam; t,, made In' ;toy- ad, i act c KA('lo: Iwcill of the ]xxiamnnur. of the Nnri, r )A hR9(Tf(JY, shall prm,pdc setdc with ash other Iwm In' mgo'at on m ntherni'e "sort , the claim bt w bnrrnlan or cnhu tis},Luc .1odan promutinp or at Ime_ COIC'1'RAC CI ON shall, ro bx tiniest aucm perrdaul by L111 nod Rlgiik Gore, Ind,, wkq and hold twimicss 01,NER. ENCJ\ HR F NCrNT-i5P::: Cnnvdmm and enpanr do,111I' nr mdirzll} cmplox,,l hJ- .iw Nf tl d xn and cal a vll dhim alosxs,md cL+mttga »ruin out char reuuht"V from anc dmm of notion OL111 ot o ILItUbl., brought be mq sad, owner or rxlaq,m, agaitvn OU1 7nxt NGIVaJ, a mw rnlrr, pan} lralanniiied hrrrtmda to the want wuscc h, or L,,ol ul,n r ONIFRACIOF Ix,4" macs of d,l Ik L. 617, Gumg irx ITM errs.; oCO,e 0.'rn} CCt*aIL1CTOR shall k rp the prrmt.><-. ve, mom » c.:mnul alone of anstz mannnls mbbieh and otiur fr.vn du W ..k Al at, anrleuop al the lion IfldTPACTC,R ,null "'mare apt vNm, materials .Ibi,,h and dcbna fnm noel aiwut 9m premI,,, as ,,,II u all 1.1 apph»nets. tnrnlnmtiim couipnwm tmd machtnen' and su99m ..also tls. CON RPAc:I OR alwll Icav, III, 'a, ke.iIat nark Car =Lfitm, by' GA?veR xt Subsuntio-ll Caunpletian of drm ivof, I- pCI1 i"I OR shop rotor w dnian on priy,cstr not dtm r -.I'd l- r vlrrcuion b, nm th, ('anti i'I DaCWtN),4. CON TRACTOR.'lull nap iced nor pc,ih aIi,, rt of any fi(Riffim< to is latdcd in ern- marvmt Lunt v-dl cart ucr in,. stmcun tar s1u41 COhTkAI'T0R NAj,d tmT psm of (hc ieod: art udivmot proprrt}' lc atrcstia nr prcvmr.. that hill endanger it. Irxrmd /)nevnerrtis, ' HIiOI6QV1 ,;tL"OBU['l ION 1111. t Pvru L111... i Ill C11Y t,,f I`Olf 11H.1.IMl 11MI] T6IIlOF51w'i,' :CnVor 6JB. COV I ZACl ON. shall mmnlam IN a ,,I, pGmn a1 lit, site. one record cap* of till Dlilo,mzi, SprciI.tioi AJdrnJ,�. IN,inco Amen.Mrnta Cmi,ix Chdas. lYutk Chxnuv- D'vectives. Field (Od" and nliucn inixtgraatimx; vnd dnri0cniians imii'C pursuant to Ixnaaraph 4� i In ii.t ,,du ercl a p,,M,,e. m alb., A i-harma; muds deems i,,mauclwo Thrsc ,cool Mnunems wpethet nitu all appmrzd Samples wid o ueun¢'r}v:: if all arm'orrd Shop D:awinw.: v,ill b, aI,,ilobf t r GNG7tiEf.R far mimenoe. Liponunnplmott of the W"il, ant! prtot it, al h Las rn th" "ewer! doomnentn Swnpleo amp Shop-r)wuingv vrill lx ildivera: m `cGINHfsR mr(AtNER" S,ifq, and I'r..... ote' i..Zt]. CON'1'k,SC'T{),F: shill br rmpom bk (ar InnVatitg. mimmtnine anel sunuIt. m all sum pees uuunu and T�,Vam> .I C.LLnua "id, the 1Pork, ecr:art:A.ere;r. "than atke Al trern ,r, prcmmdotN. it the 13(d, aL ar¢I shall 116d, tit, nra.•saq' pcocrxian to pmecm damnse, inion° a: I.,I, d'_0_I. all N rbrn rn, in, Ik'14 sirc is wtw n,m' to affeat,d M,lho 4Vvl:y 6^0 o all the Wort. pId mataia Lc and NLirmwnt to lar incarprnmd rhttain...weer in aan+gc on It, all" o, and tit 0.+. euher prapem' at the sae or ndivi".1 rhmreto h lust.. trcc< rhl,b, Ivwlrs. t+alt, P meta.. auatt ; uuhiics m C .i�.tyuwnd baellnica no: desiDaecd t`or removal, rrl.-ka[ion or rplaccmcnt m llre awrx oRnnawnion. CJONI [,ACTOR shall mntpic ,,111, all' Ij licabk Lave mtd 6 Itl t c of anp gohi.,hotiv 4asorg NacSmvioni N sole!.. of pe"i ar P'ONI1.1 or to imtxec; them it. dntuaeS inp+� or L>sz :md oh»lI and and maintain at n.rxnv' {vguar�i Ix such sate,- alai pror<uion. GC", RACTOR shall o->ti Cv o.m ol pm>xnp undo C r.,et".nd C thtiee rmd nWil, t,•oern mhai lxosccot(w of the }y ad nmg aflcct ds;, and shall cooperate with the11111, r. prrtee:ian. amo'•tl_Noa;mn and rep eamml N Ihv'T prolvy All ,Lim v.miun n toss ar •un pi.greni t -Im'd to in Ivtt ,t ph i_iI, . ,L30.3 atmsui dit,il, or indnedhc Ri ,vMlr vx m fort- by CONTRACTOR, »ny SuRontntctcx_ Sadler m »m Wirer person or or iIvwon d,wl, or tndv ly em'i"I hr anp of them m ixrfomt of furlltsh an o(ihc \fork o, anvara Cw NvV, ecru nrv'u( than may lot Berate. 11tidl berxnc<licd hr CJh'TRACYOR (cemopt 111111_21 tr, lav ottribuudtir to the Cndi of Dio,vmgor SpceiGeations ar U+1h ti.not,i,., if it Ih<INnT:R or GNGt\ lR's Comulwn: s vnroric .,leyrd L, an+ of them or note... Cor whose act": not o; them may I, luthlq »nd not nttn'ootibl,. aureole or Iroh"'ti, u rvhoii c to par, w thr:lhult or mg[ipenv-r oCC'O? l'RAt71'OR o: a» 5olxi<mra t , Snnphc olRmt parse, It t -nvHilton dircctla or iotlirwtic anplaed b, ml of thrm). ,ZgC I I.ACT OR ittale and r,iwrvsfhl aim for the aaPeg and "'t,tio, of the WiNit almlt arc,tu,ue ,aril I,,.h 6mr uv all the WWI is oampleted and FNGINBIiR tkts isaued a F 5. CLICK: "Most Current Set" to View the list of documents available for-, the project u Order items by clicking the cart icnn:It Start My Cxdn Item BFdwser ? ^ I Bq, ninsl Curmnt Set 1Path: 8 r; s ` ' 4 44.. ^ u v(�Issue Set SJ - r� 1" sheLt lgn ski yue ty,ixme Date�tU snphae�'+,'#F�e"�y Tvnf�;�(�U'scrcntmn 3� ��Revisionl Fy ^-4[�Revision? Sj W Issue Set 7129/200Z 4chccctural 24T36 LSW u "2 Issue Set 7,29M02 Amhteavral 2036 LBW - u ndn L9 -' V Revisan 2 2/10/2004 Architectural 24n36 A_4 q Issue Set 7,29 2002 Architectural 24> 35 LBW �' SY Ren9on 1 11/ r2003 Arch¢eaural 2413E LBW u 6. CLICK: Sheet No. to view 7. CLICK: to add a specific document to your "Shopp}ng Cart" ^ 8. CLICK: Start Mw Ordei Ito place the order for printing I 9. REGISTER -or- LOGIN 10. SELECT: Process -Media, Output Size and Binding options 11. ENTER: Job Number and PO information then click Next. 12. REVIEW: Recipient information. 13. ENTER: Quantities 14. CLICK: the down arrow to populate order. ^ 15. SELECT: Delivery options and Due time. 16. ENTER: Your phone number in the special instructions box. 17. CLICK: Next. — 18. REVIEW order 19. CLICK: SUBMIT Planwell contacts: Sam Ordway 970-691-2201, sordway@mercury-ldo.com David Bacon-720-220-7683. dbacon@mercury-ldo.com u Bids will be received as set forth in the Bidding Documents. The work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. 07/2001 Section 00020 Page 4 "M c to OWNER d CONIRAr.701". in canllanca with pli.tfiro,rh 61 1 • it., lhe 11`ork i - Ixr hl ¢xeept w otherwise c ... i lh provided in wmu:dinn with SLbsz,iliirll Ctmipleliuni. 621. Crfen RGp ..s nrrnivc CUiv^: R'.1CSOR dull dGiuula a qunii!iul and cmaienuel va[etp represnt¢iive a! the site she" dutieil rW rcaponxihiM", sIhA be the eau-rntinn "Caw&L;nls:uuJ the mrnniaining and nuvrtiuing of ndc,y prc+=+au". aral (tt♦�'(!lIRY RruvrlCwmrunir¢rirm I'rogr¢nu- FC_. ("",1RAC 1OR shall he respmsihlc iw wordinahr,c.7, uT.hNrvge of mMow sllQ drlu A.M er Mhtr h¢zard oommunwmion inPxxm anon rcnvin:d m be made avaiiahle to i ea:�Nrwal Ir..trr<rn r mnax,g unplmlw_ ¢I the sin in nccrn'dance with tan, or lieeulaticn,. lCn+ergender: r _.. h, aflcatm the .0,t prntutiw. of leru,n Cl the ikMIK of pngxru of der' .11W rn i.1VIll dumm, COFTRACR k without special insvuctim or authariratioH Gnm OW'tt R err TWINUX iv ohlieatcd In an m pteercu 4veutencd daimage- igiurp ar mo G) v f Ci'OR s{e ll i I h,, [, h :h lh, ll ff,"%i;it ,hvg if COAT"c,,,h (al. believxs afar am 5iami..,l I m.in in the Work or .d th, I the INI-act Ibeum tnu hrvc hero vuvad tlwahc. If F'SGG."dEF dctcm,ims [hat e chan¢c in the CanCmal Document it, rayair d lx. �nuw oftlr cti t whbn I t t"Ohrl'ARCtCtF in m t xrw t: each :a M,tgao,, o lh" r CN't", Dimtit'e .. ;.Hang, Order ,If let m'.kd m d<wurmnl h, umtirquaues o(sueh aUnm 614- Shop Drnt.inps nrsASunyr[e d._ii CO* TP�CT'OR lid] svbnil Sh,p L% ..up t C OIAMER t e rvim* vod agamel in vweadNlwe ,Ili, the acugncd u:hrxiW. tit Shop and Sampl,mbmnrals Sxc pantvaph 1..ur;, All submlh.1, will be idrnitiul I vt,IML: m may require and (n [ha+ number o: opies sp"died m the Genu;d l Empiaemema The cbm ~ . ,tt the Shan Dmtvine. will b complete with tesp-'d to yuandtieu, dimel,twi, ,""fi'd Iarihnnance and'sisn "a"ta_ t""I, Imd similar Bala m sh i (A!q d< the material. and t4.,inncnt COO' I RACl'OF, paCrcttest, ro idc aril la to tlbt, ENG➢ um It, rccmnthe m[annmlon IOT the fimimal ptu{xax , ral¢ired b_, lxmtmuph A^_C+_ Lt.SJ". O_NTRACI OR shall alx, -tft it 51mtpias n, tiG \E,UZ iu rvinw end ape i in llcwrda e with avid accepted a:h hh, oC ShoF Lmnvilxs arl,l 8emplu sahmilt,dis Latch Simple will he idcniiGcd clearly as It, rhm,w.L slipplit:_ xrWnt ha such ru W1,111 111111111 and dm uw (r which inlutded and as NUIN'ER mauirc to M&[h ENGIDfhhR in m:iac the 9lla a.1 for The limimd Its xt-('IIl'<t10 R,I(",I].S WID11 ICAI O*LS atL 1RIrjw. , requlred U_ mra-auph( T1, nnmb2la oCrvsh Sampl,h lrsabnnued w fl,-lx. y-ciht>I In 11m 51":t:iGauiolt:. G.25. S¢LminalPzcedurcs: 6=>.LLlehle subtnittme each Sheet D.... lm or Sample_ Mfh daNCI OR skill lure .iele<mntni and tcrif"d. "_`,hl, all Geld mntsun-mums. quamidcs. duncnaions. $xcifiect perinmtmu:: criiniat, IRSt5111a(IJn rdtl,,, hw7 Gi(t. fl¢IaY Lf IS pia nc nambers and s,mimr h,[amration with res{nd Iheretn. e..5.1 =. a!I m;nennia wiih respwt to mmnded ux, fahaicmlrn shipping,handlilv_= nnragc eaxmhlc srwl uswllueon pertaunnp to the Pa lcir naacm W A, Nerd_ W ti'_SI o all in[prmation "llaw, to I Oh7RdG1'ORI wit, I11e1nafbi In 11 err reRrot of m.-vns meUnda arahnhryc; rseque <x and pn'.::alurs o(cnrtswcxlon and safety l}t'cW'uli< x and prrntrams incident tharcm r N TlvV101t sl .11 td, I.,, ' i,,,,d and ax,dit ted rad, :iirop Dmtvine o, Semple mall xutml t?n Dia,n anti ml, dte mgwremcn>y of tie id+nrh and It., Ctntmel Oa umnr[s 6'_?.=. Hach mbll,m,] mill hear a sumo " sp¢cifio written indiraim Uitil ."O TA;1rl ..R N, -ru,t id u 1 RACTOR >I l an. f any tin kr it,, Cantina U uments vahr p w CUM f4 IOkarencw and ap,n , lfl of m iibmllia] `53_ -it Ox It., N "e), subit"Rim. pVI N"CI OR hIl ere GI ([ LI.R o7.^a'tic unncn notice mf.,tch ...la t., if am'. A the Shoo Dla,il,g of Samnle zimained tow lure from the requimmems of theCnnmlct Dtwun,enta su.fi naiice to oc in a w'rittmt commurnaltion :x+}xtmtr from the submittal, ar+i, i1 atk[iutm studl 'ljl� a 'fe6oc rannilon to be made oo .-ach St., Cnamine and Sampk li,imued to G`GJAi H-R Cw rear.. and appawal of each such variation d^_e EN'AN1ER +'ill mein- and approve Shor 4hmctnn. and Samp! i,, aaonlance 'id, the schedule of Shop Ihawlrgs and Sample wtmittah ac<aptal I,, F.ie\t`efJ'. as mwitxl.1n'parugran2: HNG1VFL18s rviGty and approval will hevole tc dxxzlanirx- if Ihr. items cm-ered be the 'hbntitm!s ail, altu itamll ii"t ea inmrpomtionirl the Wark_ a,nfartn to d,e imhvnaiion n the (aroma limluventn sod{ mp0ubi, with Ere ueol v unecpt of dte cnmp7ti J 7 aim,[ u Curnitmim n$ok ndicamd hl lilt ClIM110 Dxumcnts. FNC: N3ER1 rw ixw: and apprW will not cutout Icmeans. n,,,tNldn, I.x�hniques, "gheli:'n or pwtedu a of canmu i m lexapt them a lw111.lar meant. melh(YI, Imhniquc sequence o: proadurz of consuvnion is ydxdfirnlly anA a,7oreslr caltcd for by 11" Cemuxwt Ibarment) s dets' 1xe�uuneu m pra�xms incidmt ti.fdw. The reccew and +tPpmral d a sop vtc item as such will not imh tc - of the +¢aemhly in wnich th, iw. furwwu CON'l RACTOk w.11 mako mcrenirnss nxptired 't 44v{31NS?8r- mra sha0 ronmr the rc4uimU ntrml a n( wnccixd wpiro of Shop Dr ,=, and submit. as lequil tne+a Samp1� ID'tc rletr oral oplrrmal_ CON IRACT Ok shah duevt srkciGc attention. in Inure to rmie3u� other than the rorra!Iunc ndled dar hp Ili ;NEER on Muria, "' n. w k "I'll and aprcor:el or ShoP Uranvu�s a: S+rmplea shall n rcii_ , CONl-RAC7-VR liar rtapana;hiihy fs am-cnrintioa N71 d c J OR hmenrs of Yhr Cnraram ENGEN a.wrku (YLM1'i W I.I R has h wmlrm um t E^'.GI'>`liHhs nitrnucn to twh such t rvmo+ar xt the time nl' suhmisai[m as rc�@od he (Frrauapir i."_53 and HPl71NY.h'R ha. ab n vrdmn appa i of czch sm h arufch F.I- + . ffc xSk'r nautn n thcr o(..pl, a rat d u r rtmo r M r, i the Slxrp Drma(ne rn Snmpk nPproenl, nnr u411 ang npproval by t.v4'h St.R r.Liwz l > '1hASfOE f nn rcymnsiiittm Inr nrrnph'ing wnh the rn:Imremams of(rxapcaph 6= 1. - 6-N, Whist a Sh'4' Annving nr .."Nnn}rlc ry m w'wl by [hc Ctmaact the achrdulc of'Shop firawing and Sant* auMnitsiols vccraed by ENGt 13ER rcquu l I+ }m u.ph G m+' rdw'd td ml. lxdonncd prior to l:VGhcHY,R'.v rvmuca oaP1n<-r'nl of the 7rcrtincnt srlmrimtl w01 tc m tha solz eaxremx and rcawtrtathility of CON'Ii9C7 QR. Canbn.mg the It o k 6]9. CO>JTRPd=Cor sinll u,m, rn tin "ork ,mi adhcm to th, pig,,. schedule durng Al d,put4w o diuwednwm, with OWNER R. No 1 o,6 shall Ie d-Am ai or Fxrsµroncd penJing rc clwian of an dspvtee t¢ dtsrcrc:mmtc, cr opt a Ixnninal he panira}l 15 9 u J6'hLl wl ("QNJT '., I OR ... arm i.. ngiry in ++Tilley. 6.30. CO;N7R1!70R'n Certura! 1'un., nod Guormr" i+ 1 1. iX)y'fR.4r TUR .carrunts and gtmrrnntrrc yr OWxZV-ENGG'CLC mml C'GgN'HF.Rs Canmhams that al! Work will be in nc vrUunce v: ith tIn Convaet llrxwmzncs iod will rat be dztectue. ("ON'I12A(:TOi2's wnrramg arni mmramcc hammad eaciu'k9 dcCeas +a cErmage oau>ed {r7- 63(r.l. I. ahem, modification r improisr 'ntcwncT o n :uitm M ryrsev[ otb:a trim =On"7RaC''Tr 1' St nvm[.auy p,Iinx,ur 631i.. _. rn)mdl went and twr Intl' normal I.P" t C A71,At T01i, obk-'A on to ru(orm oral usmplcte the Work (n acwnia"'c [vvh the Comnct lazumenn' :3u111 is ahxaiwe, Nano')` the (ollatcu4 will cnenmm en encemalmc oi- tVata nit is no! in kS'UC6lllYt:W W COtiUfttOici t'VI 119vn Edria11 ary SI lY Of FOR I CY)LW HS 1I01]Ipt('d11UN514t;A' ,r?nont ordmn� v'Ith the (-.sane I. c:umtma ar a reicnar u17 CONTJCACTOR'' 0,hpl.on m pa(omt the A'od vI acwrxixna with the r_anuaa Dowmmty: d3iL".l. :ibmunom by EIN ['vcGB: ir3u."_._, uommenilatian oL am' pmueas m turd J"yaxnt hp ENGINTER, 630,'_3, the f o "'Jf"uw of Stitatantial C<mtpbunn CI a c rv,C Con OWNER m COA.R.ACTGtF unakr the mctcL I lewmems, LLc or nauralrcc a. tiz Nutt m ors rzan thcraof iq' i WNHR' b-?m t" an}'.nuwp�'ncc be OlIRSR or an}' Iviiuro in do au. :IL_G. xrn' rc.im+ and uppmul oC a Shop Gnndme ar Sample allmrinol a'tbr ¢aunnez of a no[loc nl anc+pmt liK 1» tiY(1 7-fiR pmxL:rnt to paregraph 14t3c G i02.7, arty' 'nts7uihvt t wt al npixnt-al iw rxhcra-, or U 4V '.fi. n: nnnaion o; <df<anh ll rn1: bq Nfi R_ a Indennu,(rnrirm: 131_ 'I'n the fulim c-Icm pernrincd hs laws and RgWau... , CCN"IRACTCR shall irrdrnmiii aryl hold harmis< CIMMF_ Si:GPNO-7. EvGINEEP. G.nuuhan[v and the oM,m donnas n'I:, . q anent' and 41= crnlrlt. rns of .61 and anp d thcm Ian and bww i aa'd oust k e: ! lam cs 17 t hm± Iwt nu (imit+d tq nil 1 's nuc. alw[g'c of +'liars "IdWIM.,an msys nn7 ai i f:avin 1 'r Ili anm '-orb t asi ' rn rnhm m>putf r ludut t1 a rs d U}' orislr nut of or raav Mina from Utr puff,,, C of [Im ll'od:: ProriUal thnt an}' auah niainL am, knc rx d:nnnga: L ih hnrdnrnfoh to fmerry. ;Irzhauns, dtsmisa ar <mhor ur ¢r iniun to ar Jrsnlatan of em�blc of ,er wtisr thr us W,,], 'hilt). iniudhg rt ros of utir• rzwlunx tbsreSarzU unil t t 7: cammd in whole or fi Ixln bc. am ncgtlgcm act or wni,s,im of CONTRACTOTL rm SWwnuaanr any Sun(....r..an}'(rrsrnt v or�alicaion Jlreak ar indirccilp emplrnzJ by ana of t}xm to form ar Buni m.., of 11m l9 ,,, , u[ ah w n arts um' ohhcm map ht liahlc, rceardlzs' ul'wlxslhcr or not sa uacd am'.. ncc ar ohe own Dior person or entity h,d�t o tn r liab bt prwd utwn m t indrmniad t t. by Lags atd Rc_.ilxtiom rapnrdleas Pftiw neuligrnce o(ane such fzrcm <ss tnutr Ja_. In any azu ail c6vnns' a nor UH9v'.^.'1: a aCfiecrs, 0w, GR ui aro oCJree'r„t;+a.,tir runsulmnm aims dinmors or anplr veus I>`-anc enlpleyec ;or the sxln rcor mrplaecrs cf C(JD?'i'hAC'T�JLL vic 5'umntranrs. an} SwpPlier_ any }xrssm ar oreani:mimr dirmtly anndireair mrPlrnedhF 17 mn' o[ Ownr to pad'oma oe 4tmmt an} ol" th, Rork or anyorr fey whwn suns xn}of Ihemt may he luilile. the iirnim.6ca6as obl.u. unda paruwaplr 631 shall oat fx innn"i in aov arxr b, nm' linnumtm on the mount nr type oC dnmagca, unn aasntimt or fx.dI, dyable Ihr l II..1C'fOL my n"h. Solx. voma:. snii'll"m "th, pC1Xp1 OI OII9mTAl Nn UndG' .nk", tt' nntn.twn acna nistbiim lrncfn acts or mixl saPlrn ce '."Ili non 653. l"he ...L.nifw.U",, obfig.u.ns of {X5) 'IT.AC"TpR untk, m m@raph 6_ I smdi nol m led n, the hHht, of ENGINEER aryl ENGNEERn Conculemr. nfibxm direct,,,, enmlmes nr osenty au*,ed hp the poi sionnl egligc u enarx or wn ns of enr of uxm. Surrian( nj0blignu.n, rCPinwnwvoll ind<mnilicAi on< srnrantira mail guunntees maue uu aymme! by to 2cen: in:xzv d..- uI th the ('onvaut Goatmmmc_. nv teen a., all mminump uhliptrilotu indiwtcd Lhc CanUVG fiasumu4t, will mn'ive dual !nvmenL unnpl'n" end aaxpmrcm of the A"oral and term inaum q mmplailrn' aRhr Agmcnient ARTICLE 7-OTIW.11 NVOR6 Relmnt If oA m Sue; 71. nM'M:tt mop perkrpr nth" secrk mtatcrl to 0, PiniM at the ate bl 0111@EF's nnm fans, nr let nth, dnnec mnnsms thcrcfnr whidr shell crontnin Gmcml C,,ndinbrn simile: to tt'> ' or here ndlorwori: wdumrnd be [ilin- arvrxrs it tr fun ffnt-such alher track i; to h lz.ntarned a'as not nrn r1 nt the. Comm, Dcwuomnts. Ihcn; unu,t nou, thneM ,,It ix alarm Y INI1:AC'fOr, Fxio: to :Rani" nm' "Oh alter neon; and nj CO'.7RACTOii mop mnkr. ' loan thcrctot a pm IeA in dnidc.I l a d 17 t, ti In ni ixLerin thal such pa ORc,we will invmha alwn,nvl ifi,jx at Cn ti t P I ,' OR re r xgwza ndditintr 1 tune and the pnnien xre um8ilc m scar ns u> the;nnnunt nr oxvn, incaro;. 7" ((is fR%C:1 Ok shall alh td ch m,m, c,,n maa,r sha t� o P:mq I" run a direct mntnta and each mii(n mn r p nd t. A.:EB it Ol RVEF sl Peril nn7ng the nddilimnl sock wW CAl-IMX, cmpa }=ex; pt-o,, urd .f, nl", m the unc ntuf rr.:wnable np rtunm For the introclumiun and nurxrc of matenalr ;me! eyaiinmen: anti Ih:: caeautlw aF such otiur twrk and sfral pnIM111 eonnecl and uourdirote it,, Work "ith their ,,mess otircrui..a fxucid',i in the C.U.0, Ucwumrn CUA7 RACl'Olt shall do all , inn,_ hn and rynonnn r nt Ge Work Lfw nra h equired to make In, sera"l. pis cunt loctthrr [m,gmo sere! mngmte "her tvxl:. ('()in L-Wi'Ok mall not unuvncu ln,tool: u. Uhc" ho untv:T recce a11un. darn''wn vnd mill mfw cn, . ; Inc th., .,I. ,th th, written am,v d ENGINEER unl'the mh m ehax work ,ill he all zed. lN' dune, and respmcihilinics of CONI R ACTOR and r thisparauranh me tar tin, henc0l of nmh cola, ounn> vnd odre: lwn a,, m den etmrt than there ore mmfarnbk IJ 41 U.6t!fitl 4 Jhl)LIICehSI It 11 Caitwti OrOfltl l(011 l'vK 3f01111( II A lkiV.tpW01 provuyoac Rx dJc i sin of Civil \, C'1A m xaiA direct cem¢acix huweendXy7�ER and such wdity mmun and uthrr iron;tackJrs. 73if the lamer c.' u.fl n ar routs of an 'n aC R4(`I'()RS \\'alii dCpfnL1S IIU,n l,o k r,n,lt,,,j hp other undo: the' 3rtick'7. Cnk7RAC7M, shall ina}'e<t ruah arhu ".i and prootptly rcpan to E UNEER In wntinp any dalays J,wm ur doftacncies in -suds fthe trurt, ilmt trader it n,,., laf in or unsuitable for th- rsu¢ m anti rc ultn of f'UCTR A<a'OH's W.t. CONTR.AC:TORs .failure u: to rmxm trill "nowt.® an a.paancr of such other work ".. nt and pruner inw-gmtcn t-ilh 'OD"; ?"I't7R5 1V rk eml far Lamm or nvnapmrcnt def rs and c4lrnmteres in .'wh nth, track. Cnnrr6naiirrz: 74. if OII FR annmcu will) orh rc far titc nerfarvarana of othm trod( nn the Iioiw ar the site, the tolim.m will he .1 Conn in Supplemmun Conulhtor,; 711. the per., If,, ar tngnrnai m who mill hove nuthormr and g'm "i iou fer coordvutier. of [he -eLnu ics anrot� tis various mime wmm�ctors will IxJ td;ntiticai _'. it vsciGe mntrecs he norered by loch aw uuthw np ancfi spmacbilin: will be irsuti2u9; and 743. the extent "If ouch awhnrtn and mspor"mdaAc' mill Ix protri&'d t!nlev mhermim rrrn,dcd n, the Supnlc.enmry Conrhuans. OWNMR sindl smta rol, oath.., and n,1Nw, ,,hTy uv rvlx t al audt conrdluatwn ARTICLE N-.01Y:NEWS RESPONS7III 1dTIV,S $,I Lvrxrx tie "thnoise N... ldal m Iham Ganeral (�ndioans. (M"'M@ skill n.ue xil cmnnruniantinrc to CGii CRaCTOR tlrmuch rNG(rMU—. F�. In eau of :rrm utnuon of the rnmlavroan of i3,cl'dEER art l a n. an ere in eT amain» wiwm ice IHA<+TtH taken-nu-eesscrcurb e-o6j,t,um: tvitovrintw undO till Comtnct Ckraummne shall 11c data of the Game" E�tiGf�ABEER x" O\.NER ;:hall 6:mi:e1, the duns required N u1V!'ER undo: the f t uocummtn 7Jrrnnpih- and "ball mat,. m.r+tars t t 'TR%C OK promptly mixn they a d m as prce id' l ivp . •tap'rn l Y.o and 14,0 NA. l AV!, o1z v il lt s it, actor, of prodminl lawb mad Jc n and Fro' idtac r>€ui n t m va to caxrht sh ruWnnee ll mt: an, ate funs in ntl.k nn l li I .11 34. Pamg¢ph 1] refers it, tJWNER's Idenlifpin_ and nmkinT ..limhll xrnim n( egnrtx o! eephrmtioru and mats of subaurfum wudiuom nt f," sire nrvl samtne of phvcmxl uor¢lidnns ur e,"z" a smrnunsm ar romipuwrs to In, stathal M" lr,'n ur0iud byI-NOINP,ER in palmrn". IhaCmuam I)(x eras x,.... ._4-11'.Tsi('e+rmare:ik+ilitic.-x,ies}ww<v-par+'nw;irw.� wtJ-arxiewvxurzd--lineiliw-nnu-;uaq+en+...i,3urran�.we-:ve1 t nh in Imrn�ephsaa rhrauJv 3dU: b' 6 O N'i1} is ohh@atrcl ns'ycart C'hm. :" Chdr. ns indican-d in mm.pn I64. b',7. 0% Nt°.&'s .... ..ibJw, in s�pect of +x-nnin insPrr'tinns. 1.1, ant! apprrnw 4, is eet forth in rymaaiph 1-4. 3b'. In con,e::+inn "an C lANrl9R'a nnhn o n.p%%'wL nr suspsnd lk M., pnraarnpl- 11-, 111 and I'.I_ Pura pn I+? dram s,ah OA NEK's nJu w ¢rmimnc saves of CC1.F'Od ACi07t under eartein cirwm aanocs 8.4. 1'h, OWNER shall nor m,*.cn Lu, dvcm a ha -, ' mwvl awli"il9 oca. rn,r tx resrwruibic Am. CA: I R C-1 OR',.enm m.th,,& !echniquex.. squenea.: m pnxstiurw of aonntrucimn. or the mfa' prutavtirn+e and nma[ums therew for mn wino of ('ONrRAMOIA to cumpS' "Ah lases and hcculnnnn' npplicabk to the fmn,,Anne or perfommtwe of the W.1- f)WNLR ed11 ran by ra,7xnrrsPolr fo C )_:'I'TZAM K's allure ns perfrxm nr fame,) ihz I:,& in with dro Csmo�act Laannents. S-}i'l}j'..415ie5{YSPYriI!YllkVin-{t?Sjx'w'i i1«�IfldF!bifl[ed askacu'e�-+u-u.�-?iwak,+n,�3axn..7auc—:4«x+.�r ksnLFmeti,--39+rteti»I.rrcx.N+zre<Fer-swreixl-ix-tHe-site-s mEtimkirtPara¢mph4 Ai-7---{{-nrn!�te.tirerttm #=v=A-:}rcn-"•F +.cd-t.. {umish c v, .�awndak�—acukw.Yr»a+—f,rwrwial mnr�en amh -larva--Ixnr-made._+r., n h-E�6L:4Eh�'s abiiewiere+-urnls"' -do"'A t-Eae>tameM Clh�inIf,, nawnsvl4iny-en-nvsput tla+.zi-wilh4>z nxeat �i'atir-in4hc Svrppl .mmc,n•,C'*wdit ions AR'fIC7.E 9.-ENGINFFIR*S 'MATHS DURING CO\STRUCTION OIFNGYi'sRrpresearavv, 9.1. lNG7'HER 'rill ire OWNER, fcp-'ntutiae dud.^_ the ernut umiw mriod. Ihr duties end rrslxn 11111RWI anJ III,' h.watons ni xulhomi, of FFC IM,Lk OWNER, m n motive during +x+nsuvui<r rc sx L uth in ihr Ccmr I Rsamnanu cmd shall ,t Ic earndad wlthom orittrn ., of nu4viP. ml E.M3fN7ELR. V.ts In Siren EDGIINEER will make ... a'orim."at lea A' 6th'IS app61NEc m the varlaua siaccs of ccNrgntaian r. ENF,K drmts netxvur< in order , I t,,, u> an rapanuoc.tl and quoliiii desipr pn'ksbrvul thepr�ress LYAV EN9V COSUI'rii+:5 mmatt9w LUr+iutl mcrn or,osrcouarv,nuxnr+cano'rsuu_cacrunn m I1.1 In, Ixen made. and 11, quolim of 16, ewious asprds oI CONTPACTOR's lknri. N"d on En GR EE o,,I! cn during wth vb.,fi,no OWIT R w &w, rLLii�wili n¢lL if Lor the bk . tf ,VJin,m ac, rmin:. in general. if the 1,tirn is pro u1N] in .ilnIanc<with tlx 6 nr by IJnrnm<II ,IMIi.i- willna46rrequiredthmatte pafiaivror.p.mtYo,!en- rW i ti aCII to druk Poe vrynlif fn�, awwh' of'ihr P'n" E7ix hM iI k c6ons will he dvatra( n»,mrd pre.4wa is OlYti i&k a p] a' dc_ree afaonGdvxr the tim u+ntplmed lti urC will wnl p<nerallr ,l tha Canva<t i)cwumens OmN'Imus of such Finnfrnorr4mendikoVI R a re F19EFwill keep entdeWvvNoFr4IR [Lh,"ps, oIhrRbdndril �iv' t an. 1l'orl of t, "-.li ' 'isles and on -site ENGINEER, ..Mieat to all the I(mitst h' o, Eg.ph9,13 end p mr ana , hmmatww szt forth in }mr" . 'i,73 and pf E'MlN but s.'a' hnntati ,, darn' m usm rewh of $i'd{i[.NFEKe un-aae ENO r olsrill ,tLL cC CCJtnllt at;TORS 0+'od: cm....y & oil( not svpen'ise direct. c,',JR or hose amhorig men a he rcgxsr+sihls fa C? jw7 ndC'. of m.:my methods tth, l cs. scGvenecs nr p1 [c ,,ens of rxwminn. w the rvfza, ryeca.riCO anJ proerams incidvrn tham�n or frx am- fpilurc of Ct r'I.bi' tJK m mmpip +vide lsncs and RceulnCiorn applity+ble to ds tvmishuy crPu Vom,rvncc of I�tc \tak. Pnyen Represr.wo, 9 i_ 1f O%NN'EK and 1 6n,r hR a r. ENGlNHER will lvmnsh n Residcnt ll,mt Kcprc.nmmlivc to xcsw FNGLCFHR in pmvidrn� n xc. contim.r rs N+aT-atinn of thz l4 : The rai anslnlnia anti authtn" and Iimrtzilons 1111.11111 of a suer Rcxidcnt Pngcn Gep,own, and ll h in {nn+Fraplr.+=a and uA-, owl-ire—N>r—Gx 'tw+rN C ..o,huo, of there Gznamt Corutiu. a tt OU"p1M denpawa andha rep,,..univa ar Eeem 1, represent Ol['NLR at the it, sir r not El,GAN =ER's Coa.ltnnt, neenl c iplooea, ilr r gwnuhnincamn aoth"i", and p",ucros thereon oC :mch ot}cr prrscm mill br ns Ixocidrti m C.,J..nenta If ffi, stnmm }arrv, vi$t,<,;a oFllau Ganeml (]nndititme (1' G¢ F^:JG11vF.ER fimn ti. o._R m. nt fruj,x+ kep ca-rnatiyR_.tv3R' ..mu'e v7 i nts--or d th (iR l r .ifmxlKs 1 prrvntniivr sere_ all as nrrn din mn+zranh oaY rlr t7enavl Cunr6u<n tnn.r Rglm +nauu�snrlll n rthc auurcvrig and Lm tmm a". ' ided „m .PacNg apn I? of the f crxn I Cvmdrtiom and � 11Ix d Ito Ihr(Duane111 t "pcpic: man e�_siFYnd& in_mn x i<nmmn, w tim_un-vte'cni will r r¢ra , lx syiln P f.numk,4k ,lrLh�j!_7Uh Y,'n_Lhc I 'i w.nwmc v 11] Aref Th trn QlA`\LIs progrlc a 1 an,ut_such manun }n dm vmy t r wd _. ti u.rn-x-tnah ms Will ola PPr l "!tmthu,, f"P`+I1C4^TOP. but c§lac hurcrn biLties Rgxc�cnuaLF wi7P S-hnA.le I: eci the mresi 19 httiuia ani Whet uhedulIc nIc llll h.^L'It t)\-J'RaC„Tt l{t a,id cantWI ,_rviin_... Ine �V%j;;€;,F,h a n, rnt} ncnrtat,ilnq _'__fin[ re,urs anu_ r iltcm m�zme tctth lilt COtiI'ItACrUR "ch ae r, ..onvu: hcn 'onferrngs Prc..rrn meetinea nu N>.c:, � d Witt<ncc d •x p.gz._ ngd vculatECNI <Immmes_at mc<divg Liaiam Iwl} n 'till 1pyTkAC1_�Ok uorkme xinci milt thrwlL'h MV'Tlz AC'I-6R'S sunamimri 111 1, wvc1si thc CON I hdCl C , In undcru�n:f rug. the Cot trrri lxiwu_its. rn Avsia n of Io n rl Irvin O0.'NF.�'. ndif do 3l i,uls ur mr rn h, _whmr re;w�leQ fa wur<r exec t hpRhr ctx Ldr'm thz 1:1:(il'd1i'FIC and Mlh1( JOR ,t thmmmznxmrn, -a1 as{n' Worn rcH .L..4S_" Snai I7_gi=r_v anndf�.Imr.inn L�I ul , nn'ra�rrn rcrnaplm dl'v:n:,ii;vC V,:4AL 4 R n of U'n11_.2 cu. orj)'['ratve Nw4 tnsluK _ 91' 24 1 6onduci nn-xitc olxcrraiirnuot the 11_o,t: mi_r.,;l_re to axis. tta. F.*i�INEFk m dcv-m mnc [nn thc, ll rl. i Ixacc.line m actor&ms G'ieS dr ^oncad Bccmnents 9 :,_.4.3 , \ pmppny Ii ni. iruprcmn repre4ni , 7 Lr_eu .,h 1 .iea M 'dh' �unuiiau e the l_'LPJ re rtl i{x. rcuihw l,_ilix I(�a. h,arel r tmrt tpLSti£ GNG1T;7L[.. 91" l,nipmnunn al Cm'rici Ga.umrnty 72ena i ie ENIG fNEER T+ix,, lenbwtian u vmrl+rrnmrtn t qu Coil i I)ucumtnl: �ul.�u anc� bnrtwni, to CON I kA IOh dut tmnm nrua oC qhe !=cmtm t %gcumevm IS ISN41 ,bc_ die eVGIn:EK.. yl V'I (ticvu. Cormdet vnd rxmluaie UC I K \CTDP 1 scc lttioly. 1Iu DIIX' 6t,unAA c'JbOniJus MMa arJUSMdx:t dl �C 11 IT 91gbitt MMW 1;1ID11111( A10N9,ftGti oAillcmi:m nr 7`r rocs n� itaahrzne alai rgxs inns acemmonlntjon tc 1 rL<ieCf>4 Aecisiuis ia}ual'or dir u'�ER="GGk. % l:ecmds. $yj ::gR8p,jtt, J "+'Yl Itlnnvl @�R lsr[;}(,prdngic x--. rslx.+n; as yryuvrc aC n p �n4. of lilt .. lti:xk snd of llir CO:'CRAI:'; i.,k'S �Snijilia snt ,ttr,pmyr whmlus_end �heuu4 t, �Icn, Gn„me and, spng4,c s�ih9ntuil.a y='x: Consul: tv1h r ;Px'isJ: m ,ih ung of vnr<luli mn�:�r. iayx. 1�1 Ins�nc a:r i''b xnrn rh res nG the 'A M and_Pl, r. U,rnt ye_�.ke rA(I ing LriO ma,_,,,f Iluin_ih (OA 4,Cuj_Q!: avd m ,nnmerci It, [:VCI4L.�.IC t'hnnerll W LiNcn _lF:rd: t>restic'< Chrrr;;i_�_uaJ iklci c rl drr 4 S .: -� IL4j ()rl _ 'imt dhw CI\ ICI , *�i V Ea nd U1t �L:I ,n ynmc. al n'a Ildem ixr tmi ,nh(t)VI1.4c1(}{ xith ,he esvhi,ahrJ armdlmo ¢n l'nn: _ M ilu1Qo m', t. I lgmill rzro mP 011-1 N U L EN ;IN IYW' main.. ... nicularly its rd.1'otwli I,aC Nr, lxnp�ent, reyuakd )n_the n hp , ol„ t'+dueg od wren et anti mtU,_u 1. and 9C herccd a!_tn +rc hor net InvrnPursl'd ted i'lln , Ine 1r�txk, ,- U_C(«rZ+ivngn t3 ] IO I ixlarr ,GNGTJLCk enues v titign z hI tOttul Colty1•I<1�:L, 1n j:OSEit �C IQIS_J_jr r YVirim wna.nt n ar wntPletiwl_ Conduct Cnal insr*sl ann nc� nt ni mr. :�cP<r;F;e. and UTIEA" l.,H vnd x..{rclr ll Inal Im of imms m he eowened or c;omol ned ��u� t>'yracr.e ttyn vlt�te�_I�. umlliu my bcn•u>rren d t mmskul_in� m;Qr recwnntrndatiimp I :l:��efi nn-srpm n i7+mnm. u: i t-nimutn of Authorim 'Che k P ¢ntalirz �11 inn[ 3,L Anthoris am derutiom tlnm the. tc, ,I t a mi tu n� a nuercb or-yup. tlmu.,_unlnv 1 iutl.hv If,,l_tite F.N(F7Nr:EF. FxSnul Iimit_tionre nP li^Jt;WEF.K'S uthonn'asr,: I lhmthc Cott tik�mnncnty 1;noawt.c ant o1 m npnuvintl¢ss tS7 Ri('JnF S m}xtimcndcnl.. o,ta ,:AAu ue,ory nt jy'uc limtom rcWw t ar a�sum< amuol cnm m avpra,of one t I men _maih dx t a(vum_, u v i t.c nA pr >, •du rs lot Io auapon t il w't Is sgtificall}; call d Gs m thr Cpmlact Douml.nts Advitk on or asua diadti(us r gaid lq; _n assu nr r, tI rt vA2h' Prianuuoptnot pt 3rmt ig im tons ,m in_th< lV'orA. c rlu.cPt, Shop ,Ikatt m�n nr sampic avbniittah� 6vm _- othc; ��ina>y �hc 7 7RA�7 (tF. t : y -, Alm I , OWNU2 1 t t (vkmwitgl -input, fizld... c9 I brio g a_ t imP Bong ndu to t oll>,ua �xie}J' :=.- ;pecv6uilh.. auto nd of _�tho EVGMt1'R Clonficmi,me wAlnmrpzmdarixr '! a. li[2G7➢T!4FR trill issue IviUt ratsena6ly;aontptnces such wnuen daril'h^atiau a. 'mtcgme[miom ni the Exllk GK'}1:rV. CCNUI li'll ill eJttv9o&6ilaii u+CTIY(11 FOR I(Lill VSAI(18f10ETDNS lKA-V wollll mone of the Contract Ducumana (in dce Coml oC Panvinns to othetu lac a. r-'Mi NGIT< ma}' deternlinr neeeaam'. avhich slwll to c miscast with Um intent ofand re same>Ig inl'rt61r Isom the Camntel Dmuments. Snch e-rltten ulariitcaGonv xivl?nkm¢urtiana trill lx i>inding nn (tlVN1iR and COtdIl2ACIYOI2. It CONTEACTOR hclim'es Ilw wrlul, darlCu:atiixi VI intaptwxuon lu.'[!e' "t adiustmenx N tlx Ccmnact. Pria ar Ux'vnuuu! Tinter anti. the _rtxnl, nr wwblcm ag,,, to the umotW o cxwtrllburro( it a . OW."&''K l' COIfI RhCI OR men' ,.K, l, n:in(n J yr nareim xx ProeidW in Article 7 ar Anicle 13. A.thl,riord I arin6am in NorA a( r '. JNHFk may nuthori < minor eariatioav in Uu U'cak from Utr rutu➢rcvnenur of the Ccttttvmt 6awnenu which do oast inrolec an ad,.mom in the Corm h, l'dwot Jr Cwunc;'4irl-—a om Futibie mirh rI.'gn unncyc ol'tix comp,,raA Im.ecl ax a lunctirntir wholc indi.ntrd In U c Cbnuda 6"Id '611 'i hem J...9 . t u;omplinh'K Iw n F i to nrdcr and will lx bindim'.. of CIR'N it and al,^. on r,m,ph CI"O& wlE smell TRA the U'm4 involved Trizldpu . I: CXFNF,I: ar (nimc RAl lh IC m -acs uta, o Fialdmfni l aunt :m ntij, mnl, il,, C;ontr ct LrIcern the Cnnmttt'imto and the Cxxnirs arz uMhle to aarez as m the a7(',R nr s7-m flu,,l, Cl'; NFR rn COATI 14T9R mac m.d:r a wnnrn dnint [Ixre2a n. lsav(dc81n Anick I i u 1 C fteJeaeng Deis' If O'k.' 9s,. HNOINFER will h,,, a th,iw m dimpprovc or roiecs W'lk "I"& ENC IVi" P Iullcem t 1 -kcrirc nrThat L1 t 'UHR bctieos will nrn {xnducc a amnletrd Hoiaa that canfnrms ul the COOnact Uamntm¶x or timt will Nqj dics Inc imcu m of 'ha dcsign aascpt of the eomplued llrq,cl as a Tuncuonirm whol as i I'cmed Da the Camram Da:umera.. Ew'GINL'eC t ill ll'l hole auAnmim to raplm-'j .cial in. cdrnt ten trninc. of u" V: oik as Iv(,,itkd in w ,,wdph 139wh-thc; a: not the i6rnk Ss 13hriuutzd, msmllnl . crvnpkxui Shop Ihn.rng.+. Chnngr Orders and Pa rmnnn: Q T Il� t t N JNU17 , auih.mas rc Shop Dmwirys aryl Svnplw see pvtacruprt. tS1d ub xrdt U '2' VtJlnstSC. S. In .nn,wk n wash I.... Ivl4ER, nutirmi, as m Ch.., p . Anick, I U, 11. nad I __ In mnnm[iun nnh M1'71NEERs authurz lr as to elpplieadzms 4n t4ymrot. cr .AMid, 14. Uererminnbnnifor lint Pricvc 931), ENJINELK will dcrmnitu Um amu;d yuantitivr and daxxi Ge'alionn of F"'I Price IN"i_ Ixrforme(I h, CC TRL ,('TOR. FNGP<FTR will reriax with (IO:4l l:.a(TOP the E`XHNF.EI2's pmitm mm detennhta;iotus on such mutters x trducn deci"lon thurmn the recannnendmion of an Appinsticvl me Fa, lam sr alxn m:) 11NY;1:'44 r Fs xaittan decision Jv reon will le Gaul aa,[ bawl inv um, MI-N-Et aral CON'TRACTOiL unle»,. within ten ta,I, aticrthc dmr of ana lah dtcivna rntc OWNER Ma,7Rra1T0R ddir rr to thz ol'ne J to INGINlEER "'am Hulse of inarnnnsmapt ltr+n (61, appeal Gana LNGIDR.. R t h ffim ix ta6cn, i, .! the h it limits ! in aa:a i nee wfih tlix pea.. hues ul .bail, in I.[(, i i;C-A. "Dispute kcsalutiun boomers; orner4o Into hehvem (IIirAElt wxt COKTk AC'I'<)R Iwrsuant to art I: 76,rn CiliR smh Jl.,pun.lt ,I n smrcme, in t vn cane na into f emu! rn w adt v, a imtitutcd be Ihz sppeall2 nnm' i, a forum. of mmpelent juri"t), , to , Bath ,,F � medico a the nppeahnp Iwrq m�a}' ha'z with respet, i E aria Fd ', (IlAWn unless athX1K' acrved c ,all tn' (RKNFR and C> ".141C'7ti7R Sudr apixul will nn by sub'uq I" it,, prmdunx of parnaraph 9 11 DedeBvcc mr Dupuruc 3.11. gnli;],NtiFR will he the initial mteq+rexer nl' dn• ruvinmm�m of the Ctvnmul moments and lads of the aecel t 'nilcy oC hum to thetamxlzr f l ns id'spmes and othcr w Hers u. <ti rr the aaa ri Iait, l 1. Wiwk to imztprxttlaa aC die reyu(nailm of tlta Cmnruct ,a11, wprrtainlnc ur ih:;perfi,f, II cand (urniching of dt lhnl and nla,mI t, NI, vi�ell mi173v", will of Dtttls in tht Cannacx Prix or C vaot "flmo will be tcl Hui iani dI w FNC,I=,,, muaht.n ll, a Iya + for tt lo111 dec .6 In acoordsa;cx with fins rytmcraph. udi 1, no.... nl cadt_euds elann, di<pute a PJ, i master ml )x drlls1,, .i he tha chmnan: v. FyJGi.'iEER and du adar Ixinp to it, :dmswn �4erxntrnt pstan k if i, in no cvma Into time minx J.i - r tin c � ncmrcrncz nr n n airing rxw. da Lt- nl(l "III inu .Loth will h' nthmnted to GN 1.1WHP Innl at, other party within axt'daces eCln dm nay mkhw axu IiW It i-, anlax I�-'eCG TEit ;d dil ata uahliuo.. pmiai of time IIz the Rlhlnih: I. , additiotnl o; ,tore ,Haulms dma m support sh el 'ill's ....d'spaz ar rnha mattat 1 Mania, d. rcmy ,Fail submit anc tv-vpnnac to LtiUli3,1 14 a 1l the nf,1 hi : sailia Ilunr dour '61 racctp: uC tlw dlamfl fi lay at}GFi l iw ill ....11-,lrG6. nllrncx addv .1ml tints). Dtiv'IH6Ef2 rein rrnckr e form:d dcasion in writvtg wfphin ibrd,, laftr,cnpi N Ill,- oppsinL pm bmlud.11 am in Liu.. nth Ibis p v,I I I { tL\i' 1:`s see urn dexieian on: 'h olalnt, umputr m olhn. maaer will FF Carl aryl 63ndin_ atxw OWMiR laJ CONTRACTOR nnK 'v' (C) cos :y>}>tr I I 1 In"4�GI l :rasirns Is isikut riU4v thz time lim Ls and [n aee'sucbrna- wGth cot R"'luwee col forth in ..flaw t "C+upme Ge.xol.E-Il:! ORlxnf,entauln.l,I'Iwun Oiil I,, and C' ,aIut, ICTGR p a van a Aarh. I, u• u'ii il' no o a Yl rtt. R.uoiutior r sncm ha tear. rnteml Ima u ttdtte, muse aC lntentitm I^ npp;al Crow Fi, N-ER L , {am 1 le ision La delis red rn riNPil ur CIO'v I Aa I OR,alm I . th ttnxs ,cod ¢ I c 1'+,1 , "Ith{n ,Ilea tit J t f uit J si< - iwmol Fxoauhrv_x&tmaitutull meal of izh inm•ina fwmn of .I, ih tzm ittr):- amv to emretx stwh ri@his m th awim as the aplraiim Inn}' may hale. with " It!, m w aabl Calm, ia,dr ra mm mnttcr in vmoNana .1 htipplic, N ei se and Rrmtlntirnr.'wahm sixir daaa of Ibe dme of su::h 41Ci Z vFNLKA IoNDI HOK4 ")"'I t 09e gabiiait mcm 01=]V61U COILtbti AIJIl11 WA10'J II![iYi Rmxi� dri me unless oamn Ic .rzxl i,I ¢nll m Ml NFk and CON AC;TON, 911 l`Ihm Rana o imr a cm - ,I,r and iudea urubu trrv�rzaphs 9.l1, .1 1 L INGINE' K will not lsa , inn n I. OW `Gk nr U "VI P AC I f )k and rill nmhe lis�l m evnnenic with any ulle:preU¢m at decision I,w,t,J in ewd Eaim it sazb c,ya,a, Th, rondmsq¢ of a d. Iw r h, E14, ECI E R pursuant tc pmamlmh, 4.111 rs n.17 an 2soue tt In i i.m is mte c Uu: mates esnep am 1hi hhare FK.n w,n ul he III, m _ or-�7runc: of fauti pl,a,m av pmcided in pa,aamph l4At ) will hen mdiiar p adm w low aer ', tIJ FNPido (1N 16.aCTOR )I ..k righWrn emzd , as zirher ma m nv, hsrz t der the t,musd Ik alacnts r he laws or I:uaulatlrnr Io rcapcvx of anp Bush oluvn. dixputew tahernl mma" Ni-saale., n"t,-IL 9,13. (.imitmiona wt ENG14'LG'/Ye Arrilradn� and ftespnntlbillriae ,q.nst 0,l unfit tins A11,11 9 or under amahc N tieion of ta,, t., llcsumarz nxan' dectelon made by 1 N61"IFilk i aoni faRb ciilter 6o txcrdc r not crcraec such autlxnitr' at resp...nboip onhc undmaKi" aenoiac et paiormannc nl nor aaan' g spasihiim } t. G:.},Ii ), Il rca¢ e slue nm yr dill, owed t iA31A'Ci k w U fRAC IZal an, Salaontrr h'i. an)' Su Iict. :la'Mhe'lxrstm tz o(=.ani>nVan orIn ,,a,.sur'll f6! a cmnlwar or an•nt of ,arc ofihrnt ol.'_ 11JGML:'R v,11 r,:up ream. dune".. enrol or have. su0toriu ove�•a Ix rsimn!:inle irn t ONTR%CTOR: means. coca .It twhnigoar, a. t rnccs or pea. Jmo ,f c"isai u t tirc rainy rnr nnlom arwl lx u;uns irnidm 0,I,irtw x fa .,;, lalki, d (-7,,TRACPUP. 10 wmp: ah I avmeal RcsulvIIoro applicable to thu furtastmg or I fonrtantx of th, Rod 1l'9(11-NUI:R Brill ern Ih, trspotmllz fm i*:IXTF ACTOI', failure to Nrfaun s fuotish ihr lA ,I6t coI hia, wall tar Gonaum Docomctns a 13 3 FNl;T1,E1Ul will b, r A atiibl !r, tht. .us I . 41I 1 1-Cil'At,lt a. nvc.U.}ar,Sunplizr.,r of ne-th-n¢rnmm <upaninnion performing w lumiulfur_: ,nr of the I%Olt r1,14 Eau't]INCdI•sres icw'nl th 6wl Applwation fe; Barmznt xml accompaoyir4 dxomrni,litm and till ma stem ncx ano apcnttirk tretr bons. adtaJulcs. t nmteac Isond. { miilcntu Iampu:usr L:xts arlJ dmennlwi}emec!md c a z I,, zhn,,�q,h W [enteld. III+y ,ctoio i I,." wem with ilu CwildIII for aex ioeteof wz;l,nw . "'al hall [h, xuhs ndwae umpiian:.r with. fire Qtnuecl I)nwmanly. I, 135. The limimdnnc uron a.ffimin' and resf+.rr>tiuihn' ect flmh in thix pntngrn ph P.0 slndl also ap71q ur ElQ.11':JPSR's Cwutilvmu. Hufcicn Rojmet Rcpre::entatire and nssi»wnL. AR'11CLI! 10_(JUkNMS IN'fII E, WORI,. UM, R'ithom imvlloul,µ the .4grrement wd srA,,w rnvlce. m any stvcrc, O1llvTil2 mar_ at nm' tim.- nr front tfmc to tiS.M nit t'.s'cros dclaiore u' rcrisians i11 he Such nddnitma dcletitm�. nr m'isions will he mll.Un,d by a ll'ritnm AmendmciA a ChvT'e 4hticr, m a iVork (llmnee 'Girectiee. L iml mcr rn of mty such .kxumcm. CpnJT1: AC; i't7k 'KWpromryk prooccd whh the U'cxk involved which will be pedormcil mdt , du :y>plicahlc mndifi�m+o(Ilutfonena Dt*.umen�s (except xt otlunvise nciLeullc lnoridcdi. 102. If 01%?-ER smd C0:4CR.4CI OR arc "able to nett I" to tilt "men) if smc of nn adjustment in dtc CANAL, rill of an adi mmau aE A" C.maet'I'imzp tact shoiN he aliowrd ns n "evil of a Clark ("].i,e I]ixcme. a claim mac l..& the w n, prrn, wd io tcafe t t a him, 12 10g. CObM'ACTOR iiim11 not is untidcel nr an lucr e 15 t c w o.t A.. ao exureaon of An - C.Mlic Tom, midi "} u n ; W I. l c. dmnc l AN 1 Na reqquired ln' the C:urrsm I) ... m, nts N, nn,md,1 modified and wppi.mwmed xe ixocided in IxaaFgo 31.13 b, reap) N, N'-rner nl*:A mnagcnn as t"m ,IN m Ivmpr0 GS rr in tin .'. of unan ra Wank as proctdril in M.Pl ph 13.9. UK c"MIa and aWlkwI(R .411 mNmI, apprry.iam Amp OW, :cxmn..m,im 11, I SGLa4TR (or li-"earn Amendmmtq mverine. 104_1, ohangec in the U'mi-tc!w arc Q ade m by OWNER pu miirn w pnrag All, !0.I. (ii)required t ecwm sf ac tuttxx of ri w" c l6ork under pnmgmph 5 0 a ux)." &f ulnv %Vnrk amkor patagruph 13 14 a Q} ahxrud W 0 ih fmUM. 1042 dwn"er A A, Ctmin t hi" cv C.A.ct TSm� tdnbh are agreed In by the ptmica, and I lK.l. dtang _ l tls Corvm t krlce or Gmtwa 9,A, which emhtdr A, stievtance of ammitt m Jwiaiun tethered t»' ENGWEliX pu'N'M u, nr..... W that, in lieu d1 ecesuting anc such (N au-Oedrx. P I he t km Grnn am ch deeis&m i aeeo¢tmu. pith the flrlKI,fl'the C. mt, t 1)xumrnm and aPpi I I L." nli3 kmulatl, nut dti"' ,env such ap}cal. C NIR CiOR .Jnd aun on A, Rink and adlls ,, the pagans" satcdule as pm.knJ in Iv u:mpho29. 105, If neticc omen, chraec affcctitn the g ,iciul tirlx m'the W,m, or Ju protr5iutrt: of the Connect Docttmatu L IOWUE^:EV-A E090II17_11 191ns t19Y9 LJitiap %Ill M't)i hQltl 4'11ip MOD11R AItON]?ff3440pa5 (indudm� but nol limirx' tn, Otmnnd khce. ar Comrnot 'I`imev) in mgvired IIthe pmvtsions of nn� ""m m be ^n•en w a sugar, the giving aC m, mu, nNxL--frill be CQiiT24CTOR.kr vnsihi(iry_:Ad w,- amount of sh apGifcabk Bond mi11 lx aduxed ucwtdingly'. ARTICLE II—CIL1,NOh0I COR'I'RACf PRICE i 7.1 1'hc C,mtnn his .,nwitums fhc mml comlxnsaGon (subl.'t m omhn'i"i adimuncrnQi J'amb1c n, i:O MCACI'OR fl r,,I... u tfx Wort- 'N duties, resxut'li lit G and obi C ss #,A r ur artdxukai in CON I R4C:TOR,mi h liC-0) `I k' '! OR, "'prose 111 Tin C."lNi Rice ma cvilc he ohaneM bya rnmy, hd a by : A rrr A.&dn r m: dmm (o: m mn., tent in ti e t, xnn N Yaw shall b, xaxl on "riprn nrnia dd ivrd hr the lwne making; the ola'un m the o a [scar and t< I N+ 7 LRk }>n i tle (but in , orent W. AN )film' ices) Ww' thr stun oC A, occmrsa v m,mt "ring ns tc lb, CINA and 9nbne the "morn5 wmre.('the dmm, )elms al An nmourn oDdte. ehim viL s,,,,ning data shall he.Jelicered within sin, (htlr +t r A, 'tll if w l ',camnwe rent (ordeti ESCi PCk albnw addumn Lilme for claimant to nuirmil adtti mw « morn ...w data m aulrµw of the claim) and sha11 kx m"'li p nimd M di mum, "m m aawA,m that Al claimed moors all Imoum amcamts tc which the dniman: is mini.: uc t 'texdi 9dd of C,Nm. ncc ,, cram) All ckaims for adiu:Amrn'. T ,, &amn irh: dv�ll tz- dmemuncd if L .1tiRRh In necrncLmee .nth pw,� •r 1i ...i) if Otl Em 2 moil irwol"2q. N' i mtut nthcnri ' 'mil on tin amount involved. l I jld Ir tot en eLN ilmmN in the lith All T.. will II i[vnl submitted inaaorchnrewith this pamgruvhll _. I I = Th, cake 11 np Wad: wear b; l, Change Cade or a chic Cot vm a iiA=,, n in ih, Goat ect hi, rill 1 c dcwimincd m Iollon's: 13.1. where the Urad: involved o v-nverW b,' unit pnat m Aln,d ir. the Cm it llc, bevvmcn,a Hj appiienticn of...Jr mutprm, W the yuantilwl eI'dte itenss inwlvai NiMlInt Ill du procicimts CC LL !w a€sapht1191 tnnuzh I151 i,whniva]; UVIRW7UR shall aMam ,mq no -a bids Cnml Su't+eowraaum xceagruiMe to OPrieTP and I IB mhao it, Abr4: involved Ls not co,ttcd by COh7RACTOR and shill ddive, such b,v, h, Imit[Ac,conlxlnal woho ('mnoea D"':...rw" M a t)SFi4L2,cnoe'ill then demrntirh, with the adrice,f Zwalh pt. m. ow rasa. including tamp avm ENGID:EEk +vhich bias, il'.,. mill be auccPk':I. If (a`nud: may Irv.iude nn allo,van.e far overhead and m,y nllconvnn prorkka it,,, it. Suhxmtrnm.x s to Moil riot nzC.'Rnlily' 4: a..Srt.L.. ' Will: IX 1Nid ttn It,, tuSi, Of ('Vel ,I It, K'otk plug a I, pmou<mh I1 62). dtc Sntmmttr 7at'x Ctm ntthc Afort; and 1eco1.1, he :ktuminul in thr sumo menner as CvJMR,R' I(HYs 11,13 whC,C tha'. ltk NVOICCd IS n.t...... dn, tt ig COA n1 f" WlICC nS p,"d"I In micas ummincd fn thv Cxmintr 1±0(Lw RIL and M,ar,,ph, 11 4. 115. 7 Lo n xl 11,7 All agrcemcnt to a ionrp sum t, not reachwl illtler subcontrUU1-11111 IRYuh IL to I.tuhr r10,Sioa,af rytrn�a�r 11we mt,k of the C. of thr Work tha(7tmoa.'.Mrumenls irtut(.ar as np"kabl, fdsn Rnlinedax prnr i:Yd Sri 1ttrxEmalNv t 3 and I lSt plus a C}P RAMCIR's W 1 `mad Und grout 1144. (;vale of , isl a,nwlw - chiding bw (demrnrinod as nrovidcd in pararzraph 11.6), ,ot I It, enainecrz, arehila:v,. tcttmx bdastuwrica sumevnrS attomees and ow.manLd {Inm afrhe Itbrk cntpI.-,d t.r mlatcd w the 1Ya$, 11 4 The fern: I m ofthe 1% mWlt+.the sum of all cs1. nw:o-u:ih' m.,,n d and relief H. COA*TPACTCIR in 11.4'. Supplemernal „crosinetach'n th folknrin_e the proper F�rWmanee of the Rork. tixGCpl as mhmvise Inn - 1 .. a4rced tole tirhL:g h}. ( AvNi k, such anus "AW1 H 4.Xj I hr proportion nr z bz in nmounrs In fil_hxr than chase prc4clins in tl:a usual mcmrd rs oinf ry' of r Projeshall }mlutic only the fullocvntc, IXWEECR."CTOhs plslnadmh iItoecmals( and shafincludegfle erK icmi;td in nl due anrm.e"tinlhr 7Fnda txtragraph ! i i nnLal and )i4 �. _. Clxl, includinc i.. 71 JJ. r, In the direm mete inr e... iA, mt7mlmalwa of all maraialz sul>nli<t n I a: (, R bt "i (Xl I'L1f l tl 1w1 n l r� of nc, m ah r tlr c a l .+.ice A a1, unakr s»vlu of 170 of s it ,dunes an it t- e p ran {ac nt a n. lla1, am aml ry al Ns ern i mh urns, h. Ot47'}'I aria !]phIR4(;l'(1R, Ouch "W'dr'1 oWlhd he thcrror4srx whips att crnlcumcA tt"ka rip bgms stroll induak withew Ilnritalion perf n[ do tV an' aKa Im marks superimrnden¢ internee and ndter p:rmnnd J 1, rp fun of such {terns aced bw net wmumed ndrieh ,t . anploy ed fuibtimr m rile ::iw- Tagmf eosu: to mnrain dm plc4nn}ro(IXl^`i1'RAl'ICJK on lht V: ak s1><l, rntpk'+vus ml rngaloyai fid"! rho he elplmnionM on the basis ut,hN rime yen, rn:'dle 11 ar al1 mltsmtahm ib'ut t:. V:...d axis shaltlnciuda.-t�aaf bo-limitedis Ip tmi eruipmemsluttm 11"oaa and W ges plan the G,n.'I ,d Gingc bmedu CO Iandtha , ff,ttf, Whalher ranlelhaI",I.l '1'C41 .TOR ,x othnvi vhteh <Ivali uxdude social suvrin corm hnuore; tvith rental auramnms a try enA rm,r 11 teXcs, ,v-pokurx' ,AVMJ, R, a. wU.1 a 'oC 111NI tliUM.1111. ccanprrmatinn hcalil xvxlaerittmem bamGts 6wlma� a>sts Ml O awm} loadine unlule-Al skk-Mvrr_vnetnrc+f kau,t f, p{ (ia ineac ..w .i w trod roe' al t.. .F.am pll The uspcnm> n, ncr(nnnin Work "tier it, ta...an.s,nari th it, au...<,,,uc w,w teams of me73 rrnhd w 'naurx ors holidays. ath, .Sunday a a m The rartal of an, suds cvulpmaa. tt 11 vnall tx Vnduded it th rrtmve. to thr tvsm :: rtmsicsd , cm, aa3,incn o p Ins shalt elx _ wllrn Ihr uu anh rim M' Otl'c[42 Hereof is fet ihr Fork. 7.�2 Cma of all marraialx atd N.mwnl I'urnisheil 1 i :.NA. Snka. u:mumet_ uw to 9mil" roses aid inmrMxarcd iu dm R'od;. iocludng costs M robed to da 44 ork. nntl uM ,cinch [ransl'onation and su,raec tholmd t'l Snppliera` hdd )ti BSC10R is 1u:ol,. imis' d'nc 1..,, erul ace i,, r,ti... d in thetc,vah All alah hcgtlltlwo . 11a131unt§ fi1N{ 51l'A:Nf L<� �OI,'fRFlC,'[J(j linlP Ci PtER depmrt rinds nv,th C Jr7GAC:'COR adth 11b g''u lost for caiav, "her then vhich It, rook, Ix enema. , , h h e:, Ihr cuafi n 1Fencu or CQA"CkAC'O1L env d,.a is m.ft au -me lc 01iNGR All tmdc Subemtruac t. none 't wtly c mtGl..0 y divxmws. rebaiel aml rnlumrelms Le trod alitw m{c.of ...p1mc:m d by v of then tx R, White acs env S.Mil ,i 1:1ak`ri111Y and eypiMm 5IW11 acti[ttt' 1" d twt,1l,' lleb4. anU "ttil,' pvM,t'l35 tln< 0RSV6RandCOK'CI.AC'I OR slndl nril:c prm-isias taxi fer lmnnils ands cauxs. _ ss that they mnyI nbtai... I I:ASc. Losw:: aril c6mepn f:md 6,wd 11 43,. Pa,anants made m ra llv C2AC rclN a, Iha aspm,', swan M lm,am, to Ihr. A,e , rot 5ulwnuuctora V'w "",k Ixriamxxl ca fum i.,, b,' coi,".wd be ntsurvncc o- ati..... .. sustained 9uh:mnranm. It rgwred hr Olt'NHR, he �,,h tha 6JCOCGHvep ,y,( NblTib!4aI, �, , Ism C4biae �4 x 0R'11f: I ON I I' IILSVIOtral n ONS 1IU,i'4t3Wt11 E Isrliu'mmw and Wu v.in_ of the Work Cezerpt hose, nnil damaees within the ilL-do role xm,um, of Ixo4xnc 'msunmce uS b1,] ited by OA -Ek in a rerrzdaru:e trilh pnnmralilt 531. povidul they have resulted from cau> atlwr ttan the regiigoree of A)1', TAClOR, am: :iubet .=. cv unsure direetl. u: indireclh th,m d he any of ;rent or l efor &Mist. 11 anv of them mar M• liable. Sucha s'rwll in sctilunerns made w-ilh the anttut wruent mul alnxucm of OR 41 P. i@n s rh 1 m+s. rLtmares oral rspefi, althe hr {nehrdrJ in lho <ial of the t0\ fC the puI[ h of du.,him, C'QiilTRHGF'Oks tee, iC hovver�ar. am' wch Io1v C, (hi ACI R(Illll'l t2('M14PnC11 [ril 91rd C)NIX-NlLI"OR h pia' in charac o f,a , CON'flt4'.7fOR :drill Ix {etid Cu sen�ices a fee pr�Nonu¢ m rhal stand in rytragaaph. Ti,:i,l I1.A.i.i. The eucl m ut.lir. fuel and ranimn facilities aP the siL. 11_4S N. hi.nol usesnms xuuh as t'1q,.a long dfnance I+.lel9tonc. all,, telephm, semi,, m tM sitr. cz1rressanc and similar pcny cash Hems r crnmectim wit6 the A4v'k. 11,1 9. Cn ofpruniuvts fp, addi'.1 P"'d .,o iter Ian,p r,q u,d tewuse oC Oranges in m, W., k I S, The rrmt.Cem at the 1?'nrk aMil rror include xn_v of un• Coll ... ng I lil Prcmll cat: and athar compc,,rnum ,i CO's't R3rTC1A's pfti:ers. enncuu bind}ttd: (ol' pan Icrr3lip and ml I r p 9snrnh7t;, �-+unit mxnagels mtginzerz :vchirtce� atinldtora mlar,,,m . aodnars, awouramn ck,psrte rmd "d otfi irtp m•emd cepnd,J 1 t CON V A pinks mill rnhel ryrxnutxt C pl • 'F t' t�(�l+. KmC] ]R µ}y:ll , 6l t ,Mr rN In C(s".TRaC]'ORz pr incryal yr a branch ,Mu fa ee+emluMtvvxhatioaaf [he lFod: i ert yxsificalls .dada:. t the aprccd olvin achadulc of doh spxiharmCerto gut pit 71 4.1 calk-rnh, pur:mph 11A,4-1I of which tee ut Iw mnvld'rll adminiztfmise a ux momni Mdve COis-I'R.4CTUI.'s Cut. 115J- Es1", 0, Ct)NfR.?C:1'OR, prmipal snxl bran h ul,•s otite I}xm CON R f 1I e o,rm, xl th I I1 �S _-tor pen <r CONJR?r FOR'. .vita: cgrraw.� mdudin, .rest an ('(Pd7 ): Ar:'C(iR'S wnitvl cmpl,oxl Col the ??%ark anJ chlrrgCvxpailtat C)is7EUCTOR threklimluenl pnmerua 1 LA C,,,t of penlitwrs lo A Vo,.l and for all m 1 a.rhether t MIXTkAISOR k lalu'vcJ h9 the Conv.xE ChuumeM, to purchnx xnd mammin tht .11,c (=Cpl for iM ens oC premiums umemd m eubiwramsslh 11.d.`1+alx,,c. g,fUY CiEN4F <ONXIM_ 191n4 rl9an L04au 111f101 I OPIT 11111IN MCIAI 1( A1101OdcV 1Rn1)101 1I,3. C., dueto th nz_liarenn of CONTRACTOR am' iuhmnuaetm- cm amvne dfrocrlcor 44,i ,ih .,k,cJ be am' of them or f acts am of than muv be liabl, inuludirr_ but mt limited to, the cortwtian of wfe w, Nssk, dspxni of mamrrxls m ayulpmen: aaongh 'uppi"d anon nkiet_gevA unr, dmnag.-m PloPat;'. ja;`.6. rJtFx•r overhead or ucverulesPeaacasts. aF ono kirsl andmn�s ,(any iron aot sps[6cvik and c�'pr .hly vldm4d ±d ln}' gvph llA. I Lei '1"h, FO -l'RAC InR's fee ahawud m CUNTRACTOI: f ocsh hil and Lmrin siadi be detamt�rvsl ar. Cnllours' I I o. i. a mum:dl5' ".PUN, fwrxl we; et i La., i(' a Cn;ed tie mn a>?ecJ.uppn. fnenv fee ivtuxl an the Cal,f o 0, f,errn-nta¢c< a( the wariouc Ixmitms a: 4m t.,.vc of iiu Akork; l l 02.1_ iix pluL Incurtcd ands inm€r'aph<11,5:1 orui tl a.", rM CUic 1'ApCTpR'si� shot I he fificen psruroc I l c.°'_, far u.incurred und rnrtgmpit 11 ii. ih: COiid NTC.7 CM's I',,Al shAl im G.c prarenr, i L� 25. rrhe:a one or mare tiers N' suhmntratts arc nn the basis of Cr. •ra1'.tlu. �tiar4: plus a i vrui rw five; Gm is nmtaa 1 4 -, the inlet of parulaphv 1 i,4a, t 11 4_ and I 1 �i'_ is ihm 'sh Sth, mk v1,' w•ha x:nmil, ,vdi i, or ivrric ,r nc� vj maw der, !ill Ix- Cal; a t.c of omw pen a of the cq6, Ineunulby wet E- mllra Lv unddr par t.. 1L4-I art 1 w and than unr htnirt tier sllluoannotnr nmi CO'dTRACT07t wlli srch he ptld3 1ttseNn parcart oj+ar n rror-pmid-m n-,ala,ver tier Su&•emecmpmr t tar �_riatcd xnl hrith.!r nib )U,' m not a elo'. 1 pram. dr um rua p@idtr, tr _ ill k,w,n. nil dalvwvprv: g, 11 6'4. nn ivv' .hall br IxmFl< em the ),,i, o, cores ivani:eJ LH1611 nmgmphs 11 4 4- 1 1 A4 and 115: 11 6 th amaurn + ry t w, l t 11 s-cil CONRAM OK w OWNEK f ul' lunee a o ch .. airs m r nod r a, m cc 'ill rr the ..aunt of the act 1 wt ;.rune rn urn plus.n -,,du, wc in CO111C'I'OR's fx'np an amount 'marl to five r,,:.t,'au,h net dea eas_ anil 11 f:' 6. worn both vddition: and a,L6ts are msobed ut am rnrc ckmlwe_ du udlutment in f"O'-TRACTOh C 44 be ¢m,wwd ,,rthc bras of the ma crmnge m accorilrmcr with p+rRgraphs 11 n. 1 through 11 t _+_ incluavc 11.1. Witmeva the z>, of a,, W,k i, to hn 9 The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 50 of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the _services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited 07/2001 City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Section 00020 Page 5 R rktcamia-A pursuant m Imrapmphs 114 and I I_i. CUNTFLACI'OF mill e,tt,Nie, tad mainmin Ieevl theraC in nu'vnlnecc wiI penenik aaxpted weamiting ,[,,,Bees and submit m arm aceeptahlew ENONYEER m itemleud emt hr:akdrncn t"the: wimeupfnrImg data. {'nsh .-tllmmmva: I I.N. It Auraeatoal am COI711AM (Rhm incladad In the Commel Pnec III tdlowmu:es w• homed m the Comma I]ncumcnts tmd shall camr mh U"crh w cave...I [o iz furni>•♦ud and "lam"lit• eocih sums m: mar he acapmMe to OWNhF. mhd"NO[NP:�R. COMKACf OR op cry mac 11,61. me im,hiL tit, odxt a Uld -ACTOR (6, any IMAQAW trade dl..V Mmm ells mxl egwpmeaI ra cored , the ellnxmmu+ ie he deli w a the 0, and all "Y Ie woes. smd CONTR.ACTOR's ants far unbadin3 and handling d thesnq ISMt, in hall000r. ho cdnI., th, Inofr. and "' spears- contemplated tag the .!I envnr.,ec hrzth dun maludul he the (',am'd.ha Rtcc and ors in me allmvanr..^v and nn finnan. Ctr vell!annl tmnncnl nn amcmn nC mh}° of the Ihn;gom@ mill WWI,] Frcinr m final taxman. au a, nV i[N Ci4+nllt' OI'lla ill .l ➢esntx. tc.,(XI IDCr Ad I .:.tic ow to m0,k unmd amounts due cI I'Rd it, k on m el oCtV'oA; w vend hr nllrnvances. and then Contrnct Ilia- still hs "re pe"'linp7l :+djm7cA 119. f/ai] Price N'arA: 9.1. A'ha, `t nt -1 Deru I..rm plrn ids dent all or;urzn of tits kk"d7 ism to I"" ahm "Nak, iruuall} the'a'ohmat Pr¢r will 1" deemed to include lir. all ow I'dce "orh w await NW w me sum d the tabh,hal umt Ia her ¢7 ".aly ".ali&mlEed nmh of Lori rbvc \ o.." timer th e t a[.d µuan[ip of u,eh iwa .+n mw medl is a, A,,: emcm The v I tIted gwmuti a. imms of [;at Ibis R'ot]r ore nn numtnncad hal e" A'h lot th. nhrinx o1 rz mphnson or l4idz xnd d vrmuninu an imhuW'hmraut 1§ <. Paean reti m, A du d yuanul", and eiuvnicna tore of Onit Pnce W 1, Iarlimned h" C'UNTR•ACTOR will i made MLI GITQIIR in uucp;dvnuc u nb pmng;aph 9 10 t f?Z. Each milt Price mill Ix deemed to Include un amount cdmsidue be CDLCFIC' _7 OR to Ix'. ad'umfle to a'c. CONIRw7OR's +xeh d midi r nfit th; eazh,,m= ,k, idonutiedfl., I1.aOR;c,M. m CDN71iACTOR men' make a olaim fa,. : at adivavmr' in ti, Gamma fries in ucuudaueo with Awk 1 ! it, I WA the man a.. Item of unn Prim !V,rh (km",,J r,, C01 �I'R-,C[OR dih,,.. "wetiall, mid aiyniGWntk L. ho e.'Im' red µmamhn of suoh hem indicated in the dcreemetr., ucoccttietc.u. con'ulvoro' Irutd aru e+e�ian ]fr ++�pIIY OII(Ill �LII653811111('ArtOh'IBLiA'4Rno1+i M I1,?.b?. ache e, no uma'Fx ndihe adm,mtcnl with""T"I o am' vht-rie. of b`t...ti and I1'' if CONTRAC710k txlievu tlmt CONMACI CR k milled w mt in Crnmat Alu<. tt, a result h; ,mh h Alt edJiNER tspmx rn ice., ' )mmc. ," UN`N!9t Ss uzutkme a lhl, to: a Contract Pries and the paniu, vahle to a_rex .a ut Inr amount oL am' su��i�rcmx ur Secreuae. to wa a that the OAVNliI: hnu the mJhl.m Out or 0111111 -� ya.t hlc th Hu o,.,.fh oboe rt r„. �, mvnm on a'thd u -rC[ aio^ tlx..ntrlt h nn+: rrn:alnim_ rtcn. sn I+m� ti ihr cklcd__- donLI ed'x xx t •.vr tt Fte txrant oC the nhalmtalel Contract I'xice A}ZT161.F: i2-t It4A`+GH OPCOF'I Ft 1<"('C1�71CS I_'.I. [ he criwram Times (or 11i1eunneL mac col} iw akmecd be a Cha p, Order o n lFohun %h11ndm1m An" shun fx m, 'I' the Crn¢n Tams 1ev hillm :jeludl Ir. , ele at coo the t- rem'. mdby f- poor maktne the itat m , ache; II fa and to HKG@:I3HR , ""mr (ba in no "he tenet went thin" bayst ead fix trcurrcna ei tltc scent , G nv to tha claim and hI d t, ¢aneral nawrn at the claim. Ial 1 c at the 11 111 o1' 11e claon wdh s.11 1 ilg 11sn shall lu delireNh within si" 'klm and much tecurzuwt (nII ER"( WI di< alIII I ad4liCI" time m attIltLl a" nua. axumte dau� In mptwn of tlu- clam . i'w "I'll be ac ,ttmah d by the dMe et'li tvnuen hem hcnt then m, adlt stmmI, lu,,,,v 4 th unir v mofl,d th uFd,1 me III, 111, has mrro>n t hnl n dlri n result of the t uI ewe oC s+i:I rn. V7 dainty Iw adiuument in 4to(tmr nTinmsfct dilev.nc h lvli t i uvn9" In CIM'.R I in nccora-wC n'ith 1. uam'q!w.tt if c7n'hBA oral em mOm II'm m, the C' urgee se ztgcc, 6 Nj claim tot an ,tGusmif in the Gmtraa s'mhos ivh A1il ct<na. w(ll be slid if hat nnbmmal n cwrc6uwx with the mghirementx Ad OWN P.Pph 0.1. 1'_ _, NI tune IIt1+II, Flahfd in the G.vnmet Doczhmans arc of the es cn¢ of 6, eeg"""N. 119 llTuc COKT7 A Tl'OR is I r„Cored from uon:mtamg and lam aC the 5k1111, anhin Oro (,IM1et i'm" ter &hlanwes) &I, n> ddoy humha tho mmml of COh711AC7ak. t}r cu tm.t Thew I'a 7+3ikawn'sT++711 lx a>lcnciul uh 1m nmoum "tail N time Ih's: dhu 10 much delm if a ehnm c. made thc"eirn s prodded it pamptaph l_.1. bclnyn tx-vorcl mr crnmcl ui CO. 7R—AC7OR slid! inden& m,; not 1= imm,h to, mes orhedw'hc VU `k actsa neglat of wIla, mshcr:of ethar cnnrcnator_. N irniv p elha te14 az ua hwmtda¢d 'I,,' 4male?. fu,x 11n Js. tphah,Ls. abnormal wcxmc ochuihiona a acus of (ial. Iblm-.. aarihh[vNe m and N I "'Im" dr.. emwl .! p Su':>amanuut It Salmher dull Ix die,,I ed In is deia,, x'it Ihr. amaol ,It ( rFCACOR. i _ a Wharc Co.%MR VCTOR ie ptm'amed Crum ecm➢ldinn.it, ,Itffie W,,dt, within the C: unmat,l 5w, fo; Milnwonepl due m Mn, h yma the mmml of both OWNER and C`ON'RLACTOIL as ea,.d,,n of the Cnnuvct 'Iiniw {ui khmu It i in au ;annnn uiixll ro ux time lust due [o epch dzdl, anill be CONTRACTOR', vole and catltmivc.Icm 4 losuch dclay. In no ercm shall OWN Il.n,liable to C19`1 VA' 'TOR, ant-Subcom ti:wr enl Supplie..pI,, ,th t person I, urganiz,aiIm or to ah}' r.,e, k" or amk,,,a ie went 't am' oi` a1o% for dtmaga adsmp tut Sr at rcsA, Emm fit dclave cauxd In nr ,ifnn the mnnd td the ('0.11,'A(7.I'0IC, u Cii) del , I,omd the cmnml ofboth panic,,inclndinc but pot 6miteti lq din. fwd. ,pidcmia, alntermal etathe, conja' ntaras"II4,el":acu mncclzcrM- etilitt'"'nets cr uthcl cmmvawelxdomvnE mhc: wurA as amtanplaied Aniolc7. All fI(1.E 13-1l l'S AtiD INN'I`.C'I'IONS: CORRECTION, RPMOCAI, OR A((IPI 1\CF-(Ilr DI-1/7"( 17WNAORIC Li.l- Aiui o jlst�emc Vromp; reiuc, o`alI det<cma tb'ork of which OA9aldh' a -Fd(rl'F IR im'c a=al ka"'I'dee will h, years to C,')t0RA(-U)K All df nos R11, aa,t 1, m_j:cad mrrcctcd a ¢ccegcd ac Ixrn idcil in :iiis?.rzick 13. ; rods," If-llk 13'. OWN-FUM<61NEER PNGINULRI C,.Irmts. ,,IF tI rsprexnunSve-. and persemnel ,f OUTILR, vidapouiem tecmc laMmtories mid po".." ttlaaenetu with tarmh"Ienlal wc,m, will Iv%,, a to the Roll. al Ienn+aiIN, times F. iiuir oba^reation idanminc an, "'taig COA IL%,:1OIL .mill pla 0,- Wcau ptnper ual .If, -n.diSrni, for loch and udc gar timm ni' CONTR,WTOR's it, vhIm praYdul 'I I pnmsrams -,I I,,m It.-atit .aa,pli-m"," an aslgnla,abl, Te,vn andd lnmeMina., 13 :3 t'ONCRA(1(IR sMll Ira FVI ItiLiR. iimcll' nct3ae tf rtvdmms ul an, l4ork fix all equa..l Inspcaduu. tc5u err. tim""aln and tdtalt to".I,- with irspcairnt mid LstinC pmsimtd w 1,I61itatz taloned imnvodon.aor tests ,A) naphrr .rod Iri_ f III, ,<reinrs ni indepcntknt tuu. W,.e inn na ce,L a al! ours i to Ieaa to ppr,vals rcquunl by the Ctmaaut lr cvmrnta ccmpC 13.51 fir im sliarw @sus o Igtr ak v-nc ed M'lumtraph 13 ? bel,,, 13A'. Ihsa t,"I" inverted in a'n,al."'ah tests (s ittilmont. etnduete.1, pursuant Ie Nt'naaph I" I) fjmU UEI`Y W t*ONDI}hJhK 191GS i l'rvu Et6tiaa a 11MIFFORI roLIJY5b1('JIIlt-AI IONt) I 1 V?aiunt M,,, shalt br paiA as pra ldwl in ulid p....p.ph 13:9:and 13P.3 s pdu-nclez spcciGc:dlr ptc'ideil in the Corurdct Docvmm6. 133I I Lauer m RrguFatior,' of am' public Nt I, hnvu. jurist 6 tnenuuU h'ar pari. tfte m1 snd maOy o tx L.wd insPccded tcstaa: pppmved b}' pn employee R other rcpr<wmative of a d pulilic bud,; U .' ,Ing OR owll umtme fad rce}wmihia! fin nnamaing and ublavlm . IM insPr'Iiun Ins I.atha ais llNrinl cos, in cw,ncairni thscxatt and fvmish pNC.i`-dbR Inc re4uir d c •tificut.1 1. Tupeivn ,ppraral. .ad 1 14 S an droll al 0 1 rnl. ms bl f ,I,, ah rind ohtainina and shall �) all ousts m n7nncnion with and inure NEld tmaeo a at,, is rc4uir d tin I YIJER's and ,t,,t a d I,, In, W A,e of material. ur cnuipmant to Ix int, awa'at in thin Wade u< of matcnvls.mirt4sjwvs. m TFaA +cat :mlmcha, for arpmnvdl print 'to al W< I.ACTOR's purchave Ihcrcvf t`w inwgvrntitn in the wc:1 . t3!4_ tl am lcod px the. ""ll; al-othrnl tnat ip u; he ms�etd1. nested apnl"cd is concr.d b' CONIRAl7C}R without mvitik an a,n,,.c of GG 61:QI41iR, is mtm, i( reyuc txl M' iYti:il Pl IiFSR.. be mirm arcd lint observation. I?.7. Unwccnrm Work as prtrvidcd ip Ixu naph 13 it slwll M. at C.(]F*'fl..ACl fl)R's eepercs unless -nNI I'AC'T(,I,, b mI I'itI ...... nm Ic n c t d ('O'4Tk VfTOR'a in¢t.' Dove the nanlc and i c f 2 t'iNEEk hat an, ac[tti miilt rscoenh7c {mamptnc c in resnorrsc m cu:h notice. Lta, rI ndg Itiwk DR. If an, 1Fork i1: zrveted contrary , the wxlIwn "od'd of EsGIVTEk, it inrm d rcqurstcd It, F„;,6 p'U.R— be unmt el •d tut GNC➢ i I h's ,ahaereation and re;a:scexl nt!'.OiO!'[LAC:Fr7iY czpcnx. itin Ilt IfI'e WorkF, Auc¢it eial, ry ed 'cR ha, aI, ..rued A:ak 1n uhw , im COR m Ena'(x i Ie5LLY1 h o�ir. CONTRACT a, m 6'fNIIVI tt : canon. 1¢ Il w aa'c. 1,pxi <Mrt' rt¢J:r aca9ab. ,, ubw,. idat inns aitm th m.^,ore in IHJGCTLR inn.' c all that , la uI .. ..il nan yurttjon tumisliuv all sin., sry Iatsr, "instal n,f O�,`XV "A II' it SK &mad in., sl ah W<d t. ,k , unJI CV:� I Ii_.'a(.".I {)ll ,L4 pJ) fl l :,C ,,, V54L fn :' .Ind demagcs cauacil by, arising onl of nt mulhing nd ssuah anmverirL. c�'posme. ullhl,ntt., imps.=Anon IIIe IRII. and I i'im.t raniacuc.11 or "'rant an. t vldudinu bw i limited to all costs of I'... ial tr r Ull m rot o-avrl: oJ...r z. stun t UNhR Midi h, "IdIf h, un .'Inal 'In dcereane in the I, lvac: .It mi d it the names , tucain m IRI« as a' the xmwnl that( r i "sue Vt im Iherc4tr tin fi ¢anj d Anlda i. I" h,-M-1 , ha R'txk is not found lc. in lb, C' e C 1 . 1 ,Aq IT)Iahtti",li nllair •a `n a't I in Ihr C ,I,,a t ',)cr cv mi avcv,m of thrCahl, 1 Pima ,s Aillexmnes} m Ix,ih dir+tiy aurihonnie to wch 27 uncavcrinp. zxp,..... ohs<n aualt, msimction tu'-rinp, mpii"enmm and scanavaioa and, if the re. uluble I,, acre' Ns to the amount or 'M= ihcrvf. C(Td FF •ACTOR msl_v mntke a cull, therefor m: µ m,,(Iid in Amick, I I arcs L. MVAER M See, (he Prbrkr 13:I0. Il'th: Mork is d¢Izcnse. or CQNTP AITOF (ails to xuppl_: su4'mam rrii workers or anmhN...L m wl ur 11 m,.!61Li arfells to famish Ir, per8em the W 11.Inmrah n Imumit to wmpi't,PL tL u'itl arnfamA flu to r llocumeni� OA9Yp6 . order CO )1 NAM to stop th I., err eno pallit"I blIt" anti) n : of i such uI . I L it hM.n dlmitwtrd[ hrnsm er, tl .h! of UN9dGl; m uop the R III shall nn gtcc ria- to anp dun' oa teas. .I C)vs`AUI to l.mix this nit Pat Nc benuLt nC (�r1rv'1'RAf.Tpla nr xng ntray.r ahcrreny. l;nrrelon or llemmnl ntDej re"Irnrk: iiti. If re'i M F.N'r ill. ki-K, CON NIRX"I OR'MII pr mrnly, as direcu.d ukl: enrr= .11 i l@aler W.rk, or not ihhnrnt d, - t.h'd o m plane.. o. d the lkilm has Iran.,Lct elF,'GI9!r F.k, rcmm'z iI urill Ill .,It, pl Iva reace n with \4t,r4: dot ➢s yea d;Jverme. C[,^,i RACTOR shall ixfc all aaVtns, vows. Iecsws mui rbmaga uhs:.d h, <r....Itinc Germ wuh eotrccxinn nr Icn,oral (Inch,&" Ixr, nm Gmitcd m all catty. of "piii, uI replaccmcnl mPsa.t: of coil"".. 13.12 Cnrreaiou Perin4. li. L'.I. If Ivahin run.ysssr rnT _.'errs 10,7 tlu lire nC ibho nrtin K:nn"d umil'suci17m c I r:et o(tim a mar M tncmdbml tuLeas ill Rzuolnum.. or he the corms n: am ipf lehle t)rccial fu nt .� ruluircd bt tlx Cmaar, Ixx umat�o In m, 7 3bc pmaixian.M the t:.mrlt,l [locomen, unc Wod; Ie fnona it, tx i/^rnx. COI°Ti.AC'TOk€!coil pranptl.: wllhout eat m C R L:ik alxl in mldlnwa e'ah t1RA'e'R rvNtcn Inmaaiolvc (il ¢tx.....obit drlenFs-A'ak, ,I, itItiuvas 1 y,aC hi I,q NM?,. rcmov it 6om Ill, sits and mpluc' it w(tiI l@red: BmI A no; ek(icrinc In,d dai", ,dsfarn Drily were, or rmoez a, t replace rem'.mn;. Itother Ri o�F vrrt'xof pthc-sr, attire, ,,I!,rom. It ) d'LlcCff tRd,xsatrn .oillo.zxnpl;.'srt8t Giz urma of such itl. eeolr. ur m vo emc . d leug,- tkl:q' E'Ita a,ux I, &!' risk al tons rn dln' ILI, t)R `['IL innI'hi uI �skori,•d ?6'ork wm-siedor the r 'nzl lFwl; I n.,F<I and rcrn<.e=l :md all claims. d lost"" wxl Mmaecs xiu l b' t t ruuhiap Cnmt li dI It).11l nnl mpiacement incLrdio2 bat no: limited 1. all cola of n;O!, -wllnoaltent .f woe; aC at>>m> wal a t,I i h (t> -nivcro7. I •.I "_ in izcid cir umavinve: rrherc :, remicula imm of e .,pram is pla¢xI i .mina.. .. .,erica L'u'll Substmtl"7 Cmnplenrnl of all the tVerk der. ecrzr ztiem peeled (or Ala".item n,m etdn to con Gam an eariia dmc if I:r pmeided in the Specificati.tu cs by pJritWIn Amu,dmmnt. 13.C3 Where a/iirnra Wank ia,i deli III rah, H101—Pt;oilUI,',, I T111514PiXf ATMi"ItIn =htier cnYor=t rn,I'uw*zsatol n¢rIuw-, naevn.uum IA.rk resell". thcrcim"I has bm, waxer''' remiwed m rdii>mn1 lend' the @tngr"nb i- !2, the mn'aiou penal hereunder u4th respa'I to such A4ad: sill b-. cxlrnsied loran -additional Period a;' ox-}mr I}co t�aprs ILI, Hoch cortmion .r a'nmail vul rerin"emcnC Inns Msn vni"IAcmriiv completsl A"I'leauea I'Dzfaen,e WIWI. I3.I" IC. It oC nyumng mamGim or rl." It and c r,l. emcv5 If nefecmn W"I. O\',GR (and rni., I" Ebt7INTER, rlc .,ndilton of el.ntl MVITIM. ulx &'NCIs Felk) pram, m mope n' OILFlt nos it,, m. CVA IRAC I'OR slwll par rill uk.imv. "i lssu end din c aurlh.tsblc I, IMNP:Sa 's e slvmian of nd delomrnaaon w siocrn veh drfecriv: RAnk such cmc to so:Rea. tee. I)" .mmyeas1alli's). Ifnnc suei� nacptanu, 'lilt putt m Io,Iil, :,Ili lls tmrmmrndatiuo oCfiord, 'to..': Conned Order wili'he owed nmil wrung tit' m smn- mi W' . the Omlrsml yxsmnm� with reSprG t. dtc lrid and OU tmct III Ix d I th, p l' .11, firm. dacrctc� i,, rho Cnnl x 11 sac, an<k i1 Ih p:micrir ors hl tII n is to III, emaIm tharaol it I I GR corm ntaAe n claim therefa .. pro ided Pa Gomm' CL Iftl.e'acsgir cc occurs afna sacl 'VoIn"ll".illitim,I m, )Ll MiRWMIlkIxSal. a room will lw pald R I) CY3h'l4?'TOR n. Of6,NLR MIT Comma Def,,Im, tVII4, 7'a-14_ CUti'; RAC I OR mils ,mhm n rramn»hle time dCn,r n'inen nuhw fro", K'AII ' m erarca defective I%'k or I,, rcmo" irld npincr Ic'Iwtal'.l.xk m rcgsimd In, I Nki IypgR is acttrrcLmce Ivuh pzror-Ifph 13,11, nr if r( 7RVi'7nR iai)s m iienc 1Oil t-hld Iliacnlrhrlwc uTh Che t'nntrnm ikxumau`" a if CCtb3RACT1OR Nils ul ,PIT I,it$, sI, olha prori,I. Inc Cmlam I'x. u nc OIVNE afire a rn .I u-: wntt?n native 1p It, ltiCOAOTOIL womb Nrxi tcn,edv :in, sldL drtio nn. L, ceemn d12 isl:iahts ant Ir'rnedies under this pa arrnpd, '&.,;onto rxu,rd yz.fumdq ]I,, wrm,xurm u4d, amh ',maxi end I:metliI ucl(on1 OA "Pm,. awl"d "Qt*.11 rit 1. !ill, floe fnt,.f the sit! C`0 pI,,ikC ion of ill e rac of the '9'arlq .red suspend t^Q�+'I'R1CT A?'s seer icvz ecti therttn take 7ossruo" of fi f n( 1'{Jlie twit, ta upplian..d twaeou t,te , tell anti mnmIrTIav nt the s,r :end incarpttntr in fIa Work all .h Ols a.xi Ill., ;ed sterol ra the Rico or for ih , OtFT-uR has paid CON'TR OMP, Ill! which arc _'.red zJWNTr. ('Q\"I7�4[LTOIi "Al ul me 0\l's �'R C)lb`Nllhl, npr 7ent,ive.:. deco and rntpi�ze ,R NGIII other nnnuagas rmd-:vCI!Q'al x^ I L aR""'F L %" lonI. th� aeoess t. the rile to th,I, ..II 1ik l ......1, tiv_ ".titsa.'i' I :unlcrih.. tap. All lots taws lassry xnil aLa"awa il:aild a sux,�inrd by 'JRt k.h Ic et CON "vh JRR.. and mmcttiul will be ur,urecd :.climb Cl!D+'LI2dCI01:. ueut b Cbe,LLe fh[kr will hz iii a wlpaxlim' If,z neoesan- r sIW , thz OWNS Oaoumrnu ld iilIt ' t1r Wad:, and OWNER vudl W erniilad Conn.... I. wi,ecru. in the Cornruct Prior, NncLOW plebes err^ii,...- J.af,,rsnasm the mn..ni ,meat: fAI'I S m,Ir make e ., I therefcl n<}rrrn'ltlei Ir, amde S I Such cI"ims, evss. iostti:.and I damages Weli iwlek-. -in not tx limited to all costs of .chit. av re,lammrm of "ml, oC "rhea deatroyed a zlatna_mJ ter cart,eat"x rranrnal a ®pincemept of U4 t R ACTOR'I, defae'm, IV CU '9 RAI-T'OR shall not ter ,hawed a" Ixtensiun of the (;Iei.el Times tau ;vlil"I"i-i ,cI heanuae of any del., it) N '.1.ce III the @"Ik attribuhtblr to U ae na-pV .;A of OO,Rv'[RY riaYnsand tcmulma ha mwula� ARTICLf.11.1'A}"hl} 1:5 TO C051'NACT()N AND (ORIPLETION SJ"Itala of l uluec 14,1, The mhedui, ,f r 1 as ptabivhcc na prmdd¢d in tatmwph' 9 will serve m: Vic, i,ais for pr r ry,y ..Wit, and will I, meorparet f itao n fnnn "f AmhICio" Cur Payment ea-etxable to ENG(A?FER. TrugrevO wVrIencs (m n:xcamt of I "It 1°rim Wk L will he buacd on the numsr of .Va, COnlhle4`d. '41lilk.imn jor Rngresr Ya,.merm 141 At kast Wem, V.. tcC"rr the d,w tvblishad far ,to, pavmnd iiwt na. tmuc "fan dmn nncr a n ,wl) CON -TRACTOR shall Wbath w Ew D,717r for Arpliaaitml(: Pawmnt filled aw and god 11 I*vI KAI;i OR encasing the lYork mmplemd It, eC the ,LW of th. Applicttlnn and amtmpanicd hp such sggumiw dlcuanmitti IV, c rage vul bf tha Convael III.t,mms if payment i r,q.mcd nn do bass uC nunxralc and equipmnll t,ns'mcalxuatd flu ile wt,0, hw cklwo,d and awt.bl, elomd at the ane c.- of ,nether lo„ 1 wl ap..ceA m in writing- the .Alnt l icawxt fol faynsnt skull aLv lx .veussnpan Iteabill ofz inarcce vx other <ktcumenmu(m aammurs that OIk',ER kt......... I till maIII—M, aru7 equipment tree and dear It n0 Berl "nil e.-idetvx Ihm to, runt ..tads and "1111, ar1 " app:olxiatm pr"pm; M ce .11 other ultineemcnts ua Fnotaa okiNl is miens, 17te"I" all of v ,ch will be ,et,lame,'}m C WNTIFIR The not"um of eut,,; , With aspect w pmg"'. lxsm rte will be o: stipulemd in thr A,,,WW,n1 tlno,Jun[I to lam :y°nhhtllh I}=(1Va1;R sisal n,t knitiea tt uln vutiat ter th [I I R ni l+?P. wnhaemnu "r pm; strm emrmv touch",_ to e.-gav r nusic h—C— bo, cl )k "the appl t n I - mvcmpnt kxni tir. S Cul"r 1C1TOR LYITt'Sak Waives hrc ueht t. thr. IxnrLu rl (otunuh+S< d Ympne� 4c I vg'-,�4_1n 1, e_gS1 CuATR-100R'e 14 o,I'iII. lot CONTRACTOR mta and gntrrnw,, thnlwk to all D:'orL mutaiub Ient eyuipmrn; cuvaxd ba am' cAp{nc�adun Cur Rnmant. vvhaha inu+gx+rated in ,le Trifled e, nt+,t_ wfil IWe, to?i IVN'Fil2 m, bmT twat the time III pIty .all band clear "Call Liao. RitI of,IPPlimrimu fry Pr...... pa)un.t, 1=4 E hc'REEF. Will, within ttrl cLe", ailu' Iacipt of cash Ami.e.urnr fa Peyn"VI, anhcr indurate in Wmiup n EAD FAILCJNq}Ii'vh Mile, 09n+L 6'cr: "I(I ) (It I01. I Crt1111; N r carwryndutlen nt fxt m'm ."I (scsmt the 1pptirnuon u+ OVAvui', IV, tnwrn the Appliralion to C'ONTRAI",TOR Ipdivtlle in uTit6te ENJENHERI rcaacnra. Cur rcfusumt" "'...end In lh. Intl, ",^,_ tIlmcv-ro R mar make CIu ne.c5xan canecticmx and resubmit the AppGeatinn- Ten Jays s,er pm ntarirnt of the npp6'wtitm. III N nttn, to GAINER with G CIAtGER', > <ommcndru"r, flit, .vnnmt ac>nIII endai aill (atbject to in- provisions of the Rise wntmcc of }.:nmraph 14,7j l.ewme due maJ when aWe will be'Id M' Olt.;Gh Ic (A )i':T h AM OR. 1a3. li^I(41NEKR,, rmommendauon of anv mvnnrnt ..west«bin tin 4"t, ita. I'd Pnvmcm will wti litum a ryvr maLar ter FN%; Np.ER u+ OIYKER. Mscd on FNGINHER's o,,u obsc,.,IW a el'thc c emcd V,"', as tin ealv%rictu:ed nncl 4..Ii5ed des!" proCoxlrnul and "n YtiGI [ LH'z reI ve:Of the Appleatlm . r I tI mart and the aurwnUam-!ng daw and xhrduie- Ihut W the hest of FNG INEEHk Owladec mfit..ann and i,],, J li.j.l. Lite l4'or[I hva progmm¢d to the point mdlcmwi 1417. the 9.bt, of the O,brk is gencrall, in nccmd:rncx will, the f nntract Dt>vumaots "wilwa to nn ¢vaivavon "t" the R4ak as ; tu:¢ti eliM whole }{<x m "r upon SubaamLN CanpleuW" m the ecyulu -t ttlixsqu mt rrns enliat fur i ill' Cwamn I' n mr m a.fatal dav-mlrni." If quantielea and cie ilium"", for Unit }ricr Nord: under I .. kpphY,111. and to zm' nth, y,I.1vl.V cr I sorted in th, rM..... llwl,l' and tire. e.nIthtiom: pnaeden rn r'(tti T1LACT01:'s being entitled w suit r:vment al'I r to IVw, ham, fulfilled almlar ea it i 1 4 I41 LILn ors}.. "bilim m i»vxav e dffi Rlcak. }3mawu, be "'onim,adme a"p elI,11 µmmam I'SGi t l K Will .IOI thmzbr h.- de vd xn hove repreunted Item: (i"Wliau.", or c.minueus .,,nr msxalimts lmtrr been made to di,,A: ite gaalm. IV we '"linty IV, Oil lvoi, hcv"nd the rcmonsfiilitics s� roiG nll' "'eved to r NItNLIiR I,, the C"euW! D,I,ltrlWVteV, fVI thn Iherr mar urn he mner matt,: nr irnns benvcat the manta tk t migJu entitle C4£-y7.1FW\Cl'OR to he Daid ncidnfuedl, b lI "I"ER nr ,JJe Oli-'7.'R to withhold R tvmwn. to l t) v i RAr:J ak. 1=0_ L"I1C.L.iP.'a Imcommcndatinn ,G ail pavm"v- mdudlne tits, payment, swll no', evcam 11: N I IIL,R is r,,V ln,ibl, fat GCJNTRACTOR's meaps. mcthala Iecrmw.,z wyumces a p,,cedul,, d. a� wttion " in, Ww prauaiasrs .and lxagtrnma floc. knt lhnato m R, am' finiw, of CONTRACTOR w c"mplp whit Lain:: and [ vilatimvs IMAIIIIN, ,, the furnishing er pCrl"rmamx of \bnrk, for Ill, taut., nC ,WcWd'.lI a, i'lle. nn m iurnesh \Vud. vl nmrduncr won thr Cenvma Docanients 147, NNNH3tR mar llti. to lees+n;mcnd tla "hill m an_' pun "Pang lmvm m tC III Ph'131 I[ EK, op)nim, v wunld he inLit,rui m make the "p,eentations m Oil N Elk icfurei t, in pangg'O'fi+ 14 t t" [AEHkb 'a' alw� rCLi. e to rvi;rnnmrnd ang idm pe anent or_ i ull,r of suWcyumtiv diccovered 'la": tin q inr results of suhvequcm imiwttiana or scats. nullii} smp zuria Irm'm 1, nrcrnw,h rcc M4JNI;lcd h such rxteml ,t mash !x ne n IdlvC)IVE:Ii R§ npmum m pmmt OU°.iP:ft Gmn Ions luanitt: fill. the Work i^ defechm or completed Mirk hna lx�m demap.ed ay i ing uurtev;uen o•xpi. nmenl. 14.7'_. hx Ce mxa Rice hA t,," rrdaz'd hg W 'inert Amendment n Chmcr Ord¢. 147,". 0"'gV'N hue hero regnved to "urn of daJicnvr \Vrnk or cmnpktc ll tvk in naaOrda. ,Ih w,,eniph I'.14. or 1474. )wN, INIIER lets actual kit i of the mcurrmc< of am- of the "hi, rntmrtratcel in !>+rn.Aplu IS _.I thrown I I:,+mdusivc. OR 'FR nm} refuel to mmkc.Iravmm of the NII amcint re mrnmrded hp Het I.Plk rele... 147:_ claims have hmn mad, ..airs: OWRTR on Mwcetnt ofi73^: I.4+.'1T)R's p-drnnaancc or fumi hirag Of h.e Wink. 147A, 1",,,1 Y b,'O hied in .n"ion r+hli In, lkork, tn.mpl rchr, CON KA, IOR hat. wb,ul a ami6c 14ond a :actor' to tna. ,R m ochre the mtisYaaloa and m-.k r_ r!'auchldens. 14 7 7 thuo mrc ,it,, items'mal ing cAkWER w a rzt- off egainsl lit,mmomm re<omnundad or 147. R. CA', NILI1 • mn+ml kh,lvill el of dt, uu rta : Of 101, of thr aceh: enumerated in rximg[myhe 14.71 thraigh 1,' 79 nr pamgmp}u ihrough.l:.2Ainclusivr. trot OW1eGii nnm glee C0A1RACI'OR umnetlenc it,. mice, hvlth a c)p5 to Ei7:LIMP.Rpi smtirz the r.'aanv. for Amh Neu , and prtnnptlr lw CON—TACTOR_ the a withnt t e ndia et en 4Ma90 xg,ud ua t JNNHR aml l0N1 1(T 1Q2 ashen %OR?iLAC7'OR cruets to CWITi Iltiea xion ihr reaaoa, for ouch anion gthb."rial C'aamlaw,e )=i Men Cps RA,`10R th:: entire War: anch' for its imercicd tvz COA:'fR•1CfUK sm9] torsif, qq Yt C t Ia\Gt I G ' ruin vhm the mutt Hk o'! is ubstantinll± ctm oleo {euanl f , 't a 7 eaGcallp Irs i h; CO !TRACTOR us inuunpl A•/ xnu hill pd GI a'LR Ssuea e lit -t' of S.1hmmGal Cnmpl�io2 ll iJun r<usrntablr ime trtuwli R: U:V?tliR CCA: RACTOR de .'i"e SR<tilvdl mmkcan insMnicIf of dr A"ark to deml 'ce the rain' of k 'W",ior.. if E>h I li?I: does not consider tie• AAark ACC OR 1p oomplk ihu'Mi iF all )tit LO , HNOIJi le wri ti ;i'ine the eesrna. thttch h f;Tl'JP,Eit OK,UCG�'EY. W CCNUIl10Y12Jlati 1199a pyLnn }0 inp9Y 0190111(tiLLl AS lfpl ll l(nIIUMSiItE\'�^UWL core t6vs thr Wxk anhttann ill, e;na pl t k VGLKI1iP. w➢lprepare and deli", In (rillTiG12 a lema5ve ux;t7ext, Of Suhsthntiel Completion vinich sI.II fis the Intl of 'Sua,wihiai Compi<tlon. Tl,,e s1u0 N auachno'' m the aaiuwte a trhwu,e Rtt of items to be axnneud m rr ntea I .,I)I ¢aI he tetw.. , l ;R ?k ~shalt Iwre wren to Iafter r,nII ofthe tentative c 61:fi !'.R ;, x'hich m nuke written el, action t, EVGEee in ur to um xOndem of elre bpwaicat< or mtuwhe<I iat. II'. hi:t vn a rir� well Ibli that. F.NCiLNF 4,R .,oncimlcs ilun the. Wad: ix wt vituu.1w,} f mplae. ID: if,, legit tvill ,e witbin e h, l n data 'fort C01<1 k pi Oar tmrgm anin.-xte to Ott?IF:It narin alt<I'ft AC"I'OR m writhe, stutine Ila ''norm ' ::,a. lie uftc considth tiim 'i Cil4 's ohjete,Oe Glt`;Izh;6 w 'd. vthe \Pod( su;xt�xinih oomo.w h;!d(3I}11iF5R will veil stid CvN I_;l Ins axti de and tke hfi to Ol4'AIER an8 CG)hTRAGTOIi e Ie{mitiva cnfimor of SuM 11, ix f:ompleGga {tt ' e ed' k tentmi it e tilt oC Isom , ho urnnekxA nr>ca3cc0 rc6ectine suNa dranpm Crnm tier tantatioecerrihuate sE,d.ict , h belie'' iusti6ulu it,, conaidemtinn at of t e tcnmwn Ram OAa'P.'HR ttt liar time of dd'w rc n!' tier tent011•c ecn to of S ;k 'ial anll t a hk(,RIE C4. will ieln<,- U OR+ViCR atxl OGA:'fh 1C'i'Op :+ wrincn rccommrndanon as m tl+vision of rspw.dllure pxnM Oiml pnymmt ixau2cn OU R madd CUti' R.AC"IY)lE with si*'at tc vaurin'. �cration aticn, maimcamer Isal utrlidy insorunee mad ti R AC mul eumhe",vc L"m',, O'i 4EB and CYJY RN 'FOR initi xtor inxr in wntin _xrd'+i= to jefPIN1tiEiSi: in triehl a>rmr to Oh,.t it (isaung tier dcfiai fee cvtifiratc of So 4,txntinl Ccsmplcunn E\K'P !•F S'S aFanw e1 mmanen3ta x •4I7 M hindu� on Olf7J6F and cb>vt'f F:NCI UIv until goal 1w�mro! 74P, 6UtiEE shall hour the rieht to cxahw C'U'v MAC10k Ann; mi 'd'nk ahcr the detc of S,hBiaheil Cmtpietia{ bm OWNER shall A!,. CO PC the tm+ mi.ora d. I' u urss' In aampleac or ""'Clans tron the tMltatl6c Eim. Partial [infi,ufian: 14.10. Um 1,, OPENER ,I OtV'k'F,R', qxu., of nor auha+snf Il I completed lxan Of Wort.. l0iih (Rha: alxrctf 11' hxn icirrnliat in tiu Qmv I I>wumcnty. ur con ihw u vaphmt<Ie 4 tctTomty^ and ostble mt-I N the WOrk that . io, our In 01N1a2 fcr its .1'i ded pmppsr wicvw: si vGetvrz tntmierenL, with CONTRAC'I'OR's ryetfiarmunee of the :utnainder el the "ork, maC rior to sul"Willell Cumplruon ortdi Ihr it od_xuplm It, the fo0awinn' 14 It I.1 Ol&€GR as any rim. reyuct ?NTI<ACTPR aldwno mi,ii nMN_Eft to um c aucr Ixtr ofdm Vdcul' which(A T'k hciivtex to Ire read' im h 'me.ded uc a svaau naivlly WlnplUc_ It CON E hACI 0E :ap SnIhN'. AIGh nnll of if. icnt is xtast ninil'wmPki rONTJC ACTMR I'll ccni(c w (lt?4«R and 6>,"i"HER tint. imrv.+N the le;vk t suhstanCmliv cont�tem and r,quce sNI'IV I"Elt la vue a crriilium t Sulriluntiai Conrpletinn .lee that pan f doe m I T c(ri I'RaCJI(T1 Wumt llmc may rwtt OU;VGR»nd LVG NEC& in wiitin� that i:UNTItACTOR otmvidxs anp such ten of the WWI. ready to, ill intended us: rand eJewbiti.4, wmplek,od to...i IIN 'ENTER to i.ue e "befi.e, of Sutaauntiul ('amplenon but that pan of me War-. lVnhin a . at .. anar aitlrer awn request. OWNER CO\f RnCTOR and ENGNEER slndl amka an vnw'eimi of full: errs or Me Mn In detrnniiw, ics wima of templet ion If LV(tlNLEit d v,, uercunitder that pan aline A'sk m Ix suhvnmlallc couplet _ INClINEER Neil! notiG OWIv"ER.aw.i C^AITRACTOR In writing pivlm the r ason. therefor. If p ViKbf-''R um.dder, the pin of foe M ..1, to be vF.abtmivlil' eumpld¢. the provision, of parearal 14.S mxl W, will sMIl, with reI,o ei to eevti5vaion of Subswo,ml ?bmplxion It thar,port of the IN.1, and Ihr didslnn of tr ".l,faI io r.Ncl Ihcrcoi and o.,11 thcrctn. "I lu.'. :o nc.vlxnmc nr _ Tbbol, oprrnciou c!'lnn ur the Wed will be amomPlwhad lelor to collf iamx with the rwtoilml.o.. of ptra_vnph CIS to*agpst 0,' fordo"oinaumlux. I m.1 iny+ecamr: 1; 11 l p n ws fine' imc, trots1 CON P AC, I u1 dustth -stir llod, ,, aI, Sand t a r tl r l t cotpl t L':gGIl Al bulk built lisrclulu, oldlrih: T and r ON'I K CIOil arld tI it othy' CON I AC hOR I nripne of all panieUtars in I ff ch tilt, m-.Iweuon ravmL that the 5t orl .I incomplet or dfeoih On`I'RAM OR shall - m..dinnh wk st ch nutourc: e, all. a esmry^m eobi such work or rcmcdv such ddlcicncics Rod. p1di'atfun f .Parnell.. 1411 Vier CON i't A.:fUB III,, wmplacd all suult - am ems ID the ",",allot a s of E' CIl LER Ioid del er d u: .xorltt will file Cmamo L '.toms NI mail<v,le and oa.nul. vosmt77 ",chit go .... t ee Lloads. .... r."i or the' ^einen.r of reatmnen roquirad be endl,a., el inrpccticn nwrl:cd.up elu'd dda-umcncs fit, proridcd in ten eraph 6. 19) and 'her dnstmar4 CO71l V'TOR min male apph,anob I' final pmmeml bolltNine Ill,pi:. ia�+, +iv L rc _res: pt _ maot. The bold I. u t fwnan.Ycv Yavmrm sludl Ix+ awntnlsmied (eenyt it, pr"inusl3 u'I".edl be (hall docunantshnn'.lied for ill de, Qmtn D vntcrv, inchtdl% but nm hauled W ti11. cvidc�r of ibr,00 cr rxxluircd Ix vtlnuauaph54 13. h0c,,ownt of the loon" b an'.' Ia Lnal Ilpmem. and 4 iii)votnplNr and la_^-aik cll'cmirz rrlraxs nr woo" (sattdawtxy'aI OWNLIZ) ef.11 Lion mills ow afar file", in c:>nm-c:i on Isi[n the CYorl:. in 11su of weh rdraxs or vvairdra of Liets and u,ju,n ol bM' OK^.rEr4 L'Cw, '4RAC9'CiR ntvv Cumish "e efpe' oI relea,..,. to full and affidavit if CONI RACT UP. that Co III raw... loin rralpts uIcttldc' all 6dw ,sell uaa nn,fe". mod equrymrnl fir'hicit a Lien could ,,, Olxf and {Dell payroll, meterinl and Wuiptnatt bdt;. and other indebtedness cobo,lwa with the Wink for which O ;R ar tlRT4dih pr""' migmfe' I wool i< respgnsiblo Iwvc hue' paid of arheneise wtufied II'ang lutaonvacm; or tiunpher Iai LS R4UCGli6YP llI C �LUrIS11S I I11 Al ION!; WE V ary Cl'r1' C)1� FUI{I' [: nL1.14S Al Cillltt'.t]IO;�•:II:I,it'a?null a tumid, rue' a "le". or receipt in full. CONTRACTOR mac fumi:n a Cond m oh,, aillalrul awiisCacton' w OU"v*ER to 1nJrmnifc OWNER a,f.,si am' Lien. Relcanu .. WNive". of iicns anel the e,.i of 1hc_s 1 1 hilll <e jwiRwnljatl to be s Fence. confo-mina m the Inmmin( iix [ aU vF IRe SI'oo smodord Fonns,bnmul m thr_Ytmrtt mangaf. I'moz Puun¢rsr unAAa¢pranee 14,j3 1(. xm Ihr iuv, of .a hsrmt+iion of the lF;'ek during evnsrm lion and final iulocetlon-and LNGIA HFksrv:inc of final Appilcatiotr far Nacmmt and sccomlzmplti davmcnt bLIo as requited tSr. the Corm e lioavmen¢ L v( IA iYT. k t_Eled thin the Nrnrk hu hw,o vmnrplalw and i:Of,.f RACIOR'e otho ubli,.' uoos under the Comma Uocaarom' it, c Lecn fullillai IIl'1GlmzliR will-tviihio tell da',ift r'c,mpt of III, Root F>"oi lbion fot 1'aymant ..Cut, in "mhos FNGINH4: 's recmme +lation of pamnonl and Pewee .are At he nt t - m ORYE fu- tovo l., At the I obi time H'M l.<b'cR will lfl 1. pile wriaun notice to OWNER and CON I kAIN OR if,.: tut "Ik i&. ac y aula nthjrct w the proeismns of pamgrnph I' I ( nh,..'RItiL F,"(3, NFER mill rmrn floc Application to (',NTRA(TOR ¢td¢o,. fin wl,m., di reevul f'e dismal t r nminmsd will Iw m nt to which coac (O'J o A TU7+ mall took, In n; .vn tr ti N vi xtt n tl 11m1 ad a Th n me f Nr ni m ro t Iilm LI. c the A•v I t rn and ut mp n mg doeuibebt .., In eM,opr.n form abi nlhaanu sod with I INEFftk mwvnme aauon and nona :rtccp obilit}', thcvmoun r un nntd:J hi k�:Gitit�d will hecnmc due and will is pod by e3`A",HP to COb h1J7 nR .vurg t t jjee, qin 10( cfthe. G'ow't Conamq_t}, 14.14. If tkarnish nd Inult of CLPCIBACI'OR final complete oflhall'xl :imitworill- ddavad:m2 if T"vGGN1TF rdum OV.v,ER sill 11 Iqvi. rN ipt of ,OMR e( 6(iR fool %ppli.bub for } anen end cwn mernlxucn of D NEM. and withouL tenvinating 9tr l ,ue,o rnl, omk,,,be m of the boner it,, III that portion of the R'otk bulk wnnpliiWd lolJ accepted. If the rcmaminp twit mbe held n' MVNER for Rork not lvik aompltted nr uen.tud u Irsw slam the roorleg, 'Aup"kt d a it, A¢recmen. end if hawk f"" hen blilihci as telluircd in paraph I- thewritten",motel of the sue « In It. W I.e. of the ibebi;.r due fur Ill 'o'. aC the Work full bptend null o''o'd'hail b: .dimmed m• (',C:\rr[ Ar,l OR I, EN+ CtiEit with tltr Application for stJt {stvmc+n Sue, peyment shall be made umW' Ill, ttnvs and leodlu'os poveming Grid l,ii escrpt that it slwll not cooitbor a malice of cuums Woo, of Cob., 141li lRn• nwkhtp: aocepwnoc of in al pvement wYil( luolutoll 14 LLa waive' of all dnims ht Oil:. U acainat WR'l'RAC]'OR. ewvnpt duima adshg hwn mueuled Liens boot ci<9ecdce kIo'k appaaina niter 31 teal i¢ryuxiw pnrsffint I't 1, ham fi, lee to wm76p tvuh th, Cunuwat Dtwumcm: ai the teens of laic apeJi l gmtrvrnec speei6eG tiroein ur free CO TPACTuR'n ,t-unitint, ohiiytians undo III' (*.M ct 1?ocwtent> and id:HOA owe, w of ell V.. b, CUARAMOR a Hies OWWR aunt A. than 1. -Dual, mnda5u vnd on unaettled. AZfiCLE i5L-SL'SP1i.WOf1 OF \T'ORR AND 'I'VKNI VNATION QIPA'A'R A1a1Sw,p ..I tReA 1`,I, .At xns time slid mrthwt c cat• OA'V'ER m satirrnd the Weil, ar um p( Or bocce'ter x Irrind clam mere tlrsn nirrac M, , by not a N e a.. 'to I'OV RAC'I'OR arc -Ai IN avhich will Its the ante on which IV.r will ha rc¢umcd. cON,I li4(TOR s6a11 nc Ax " I, nt. [fie Jnte w R"ed C ! )RTR.AClrl: slvllhc ulirnved an id,=mm in the Camntcc trice man extension of [it, Conuno T'nnex, or bathdncuth' a1c nur'thlc to ntt, wen sv,mrnsion it CON I KA,71 Die make, an approrc] dams thcrcta as prn65_-d iu .Q.0 I J :aid I 0RAIRAQ1er b.tv 1 2 Uptn the ewuvote@ al' viq aim or mare A 0. Pnm.w events: 1511. it CONTRACTOR mitte nl} tails' to lxrfrnnt tit, WMI, in nccvWene, eit,, tin Contra Ilcewn,nts (nldmtirl but Han luni,d to. Faiinre to supph exd➢benl ,Attica a xk,t, or tuitehie mataiaL or c,pp It ni a fail", to ,,Meru w tin^ prM,rrsr sussiule esloblislwd undo, e!, aallusai Liam »me to I." p"svmn to puragepll G.til: 1i-- if r:%'TR.ACTOR di»regmds i.ers a Rnd,.hd., of wtr public b., having itvvaliaton: 15 a 1 rM I AMOR did pld.. 1. au R., of FV,11e=EEP.: or 15 2 4 it (KhaRAC I UR ofl cl I le, I iolares in of suhsantial ran\ rmy provido ,, of the Convao 1Jocumcnu: OtV'NER muc. titl r M, ('O":TRA+,)'I'GR lvnd the s+u iv J tn' n ma vriuen rot umi to A = }relined be Lows nnC Rea"Imions lermitmm the wit Wee art CONI TV,, 1'i)P ,,ciud, C O:,7 Pu,CTOR fmm the xhe and Wke p ssuxiun of thr 5ticnk Imd of ali CON I j ACTOR, toals, eppharwa, crnsand on "ta, mera and nmch' sl the site e,,i eI, the vtmr to the full carte'. thee cauld ix uxd Ix CONI RACTOR (arithtwt tinhilltp to (.T'TIi.A':f JR tot rtcsttusa n' alai a'sieIT, utav7xrme ut thr Moro. ull I,M,. L, wid aluipment stared at th to or Ihr vat i ll\4NHR ha> tx+id Gi'pCe3futi'I Net r_pND1'Zi M011 WA PCet'Cdnlmf "` at'=Cill'pF1'OttY COL1,1�1 �anJLlfl('A]IOAy tltll'a2uUo1 C O I R AC?OR III, ,hid, ere sor c la� asrr, and finish the 7RA ea UR WN is; dean Uh it, nt. In snnh care CO rirt Am,TORswil lnormenmed « t thei�eraid further p2 1& until Ifa� FMo is finished ti the unnni<I 1hi6exe. Il uC thv Conmtet IRiee , Our y nlf dxSmz rusts. I nx� and dmm�pa auMuinca br- 6R:Nh'I: nnnaz <tw of ec tnsuLing irom comryldin^_ Ihel4'cvk such rscess tcili ha }+aid[ YJDI7P�dC7"i1(M ifs"dt caumt -vets. l[a-TOR thmtaecs exceed such unpaid NRK ON -TOR del! pay the d1lLamm h, (hP OW. Such cfuinm, oats lavers and dxmaare Sneurzaf L+v O\S'h'iml wilt im re hmrcd by E,ed h"cE1i co w Iiteir naxnutbleneI and whet u oMreved h( 17 hG .N.'ck incnmornrcd ino OWi>Le eje,, lamidch that uficn c tame am riifiu c emediI, etch Ill, parapM,, OW;t, xi .mw ll Hoc be r�zpnred to nhc Vn thr Irnaest p;icrlor LLrc \Y[x{t (kdamtcd. I<_ U'here COAPRACTOR', sen'icen hnnc Ixnt sa tm taae.l b (Ovl f &, thu tcTII'i.tiM, will nu nR[vt nehu tt mmrbW nl OWNIIiR ecettw .,,111 Any the ccixlinE r avhi;;n mar Ihcrralk- uccrum- An} retention m pnvmem moor, due COFTRA(7iOK h} U}4hHR +till eat relca, COA 1 6 a(LTOR from bnhJiin'. 1>-, Dpxm seven dnv' wnucn notice m CO;'CTI:.ACfOR and E u l T;FrL 'Sh RBR maJ. wnhau: cu¢ and ndthom.7maimlicc m vny u0ra r(pht n -meino1, CON::i X71to sht1l c jxiitense. 1n such fi- CONTRACTOR stoat he }Hid lu itlmat doryGaation of am itemsY. 114 1_ Ear compio"! Id uccalxaSlr Wvd ox"'a"I in acmrdnncc with the Ccnvaa prior t. Jtc efex!111 date o; tumin:II., 1,,imting Lair Md ,va,,.W, s,Im, fr rn'crhxd nrrcl prtda on etch h, t f5 J ,_ Rr euepense_ .our cd pr' .. ao the a9katire (Wm of ttmtmn ion is Irlbrm I& wmc,, mtd sl Get_ material. a eq ,pmrnt asrrgmrrd br the Camnwt TIIIU.a$ Sn catnaanlott I:th uocromplaed R'odt plus 6tir and reesmublc emu tar rnuhcnd and prnfl on mci: cslueu'ns. +41 (m WI clams, costa leases uw tYanu,s, mctl and in w ih.ew of nnnruna i nxMw, &(it Subwrnr ettxa RupplSesunel oihe[n. +aid i 44_ la, drmst)i anthmehh' 10 eTIit,mlon. E'D''I`1b1CTOR shall mg be Iwkl on en,.'Duet col' Inc; of Mal ipmd pwa, or mrwur of cW is tur "rein(_ . ol'nr fmm wch to ¢+u<m C(AVTIR W7'OR Ito, Stop it rmTvsmMw, ]3 IG tivxx+ghm xc orlul tCOti 7 1iiirl =Ate b1 lsl k 1 11111 ,liner m Ircg dtrvs by OUTiER m under tm I rfll c4' ano or other P+folic Huth[ vI )SNCA*}I 19uih to na 11nn ApI1l:vl 11� f¢ iaamcn ai."h .n &, ,"I after t V'I trod or UiAt hfeils.[or thirty tb+.-mpar CO IRA^:1'UH am' m 9 fivlR tnarth, d,1,,,Iw,d to lx, J.,, thI (, 1)Nt liA(."I(71T mec, upon Sven iRys' veriuen notice to OWNTLR and ENi3lNm. ,oral prcvid,, OR'N-MT ENCENLFR do na mmedc such was mion to (silu" vvahin Lion lime. tt,'t mlr 11" Aiiwitcnt erred rrcuv cr fmm OW'NU" ptmrem nn the same. tarnx as p,,,-wd m Iwr,tgmph I � 4 Sn lien ,ttermimaing the dmccmevt and without profndiee to am ath,, light oe I if LT �1NMEktam [ illi to act on an Avpic,n 1. Payment vrithin thing' dots nimr it is at moral w W NI t mi, lmlyd R.: thin, darn to pie CON17 ACIOR a m Gw!k x4arsminul nt h'. ilur- CLLR 1 %','TOR"nmr ur<n sa:rt day= ,Totten titre w OWNER nn'1 FING111Fs1 ii star the %VIIH. until Nn , m of all I.& amwnt �e CONI'RAC'TOR_ includine mw.,t iherem. "I'hc pr,xlsionw n: rhlx Isntergm l > .arc nrn imcndcd la prcalud.; :ON3KIWIOR (ram makino- eluim under anl:do3I I auti 1' fir an lntaen¢ in (%,.W a inc,' nr Cxrnaaa '[ hnas Ir mhluiac for c.7rcnaee a damn¢: ;fa x0^ atvlF,uabtc to ti.(7+ti'I 1Llin Qjc, a',mPPinF leek, h.-nn iucd to thin 3smgrnph Vli l(: LP: 14_I)I tii9'I9i ItI'SOI, I,'PION' ti .m to iho ,:rent It"! EMNTR and Ci)NI I, AC-1 I., ngraxl an Ox mclhad and fxocedurc 1'ar rsnlvina dlspnus lxnvear than iltat uma dxa under 6, .+v� m t-. ch dispw, ,,o a mclhad and nrucuiur , If erne, dvdl hr as YA .forth in YahihlGC' A "tiigmte Rcurlutim Afarenam to he allschcd hereto and mad, a ryvt hrr¢oL ,l( no such hiY3IICml in der m.nd Pr'ecdum f rnwch dl hasp ImrI mid uhicm f ltIri,grnphaRae11 dxw 912, OWNER nd 0,TR4<7OT maewcw sudh nphls o: remudia xe ,dher mag othcnsVs� have under ihr Clouvan (lourmrlvs e he LauS to P.rculatiom.W ru7xw of env dispute. ARTICLE 17—%ILSCELL.V�0OLS i'mi g Natie.: i 4, 1. R1t,Ii er am ptovisiav of the Contract 1]acumrnU reuuirrrs the p{vit¢ of wntmn not oe.. it ut11 he Il"I"ed lelwve bI I'll, +en itddh" cd it, p.rum to the iri& idtatl err to a memFin of the P.mt-err io sm offasr nI dtc W,.amn far a'nom it is intended a r it driiveral:'L w sm' h, r ziemr&I or �i mat, ncmaez prrrytid" to thz laG, mrsmcu srddra+ln mm to Or Fiver al the nutter. 171 6ampum,wn If Ti,," "_"1, When :my Pend of It,,, l: 1&11,1 it in the ranane. DucwucnL o; &y;c d ,ill Ln- eompmed to u+e-: the Ora andin. h.ilr lha last dac ,Pooch p.rirrd If the ias, der of am sudt rxrled fulls oo a Ssmrihy or S,, vdlg ur r>n a dap made a ideal itah". by 17t: Inc' of lk upPfiwblc jurlixhctimt. ,arch dac ail! Ix amused rmnr the camputatiean EX11-GEN9 LV,.SOWITONS p; lab I Olt. G4tiw1 el(1'IY it IIlia "(NA) YS N(lilll'ICA I III!,1 I V'r"111 17' _. A rvI sttlul day of oven,,-ktir hoaLs measured &cat x.kh ohL w 1) 1r ncxlrmi;Lrichl gill wnnitute u day Mitt, �fCivin;: 179. 9honld MIXER a :), FlI %CfOR av(la (niur} a' mvma_c to MmIrt m' coat, cttnis=- rn acL of the other vane i,i L III, of Inc Ah, In�m", mpl r ( a a: err oihm &r nhoc acve the rpiicer 4anv i't stir liabiz. daun will br made irvavritirtc to the other Ism within a ernsnnahl, it... of the Iim ob ercanx of such ii MI, ca dumacc. -riu nrrn•i3i<sss .il this ml.lgmph i 7' slmli 1,1 Is mnttrtnsi m a-athnimic in* Cr Itwmccr c' Inc provisions atom' a p! r.+hlc sMia, of hmhationa orrepaz.Curnainrrva Hanerlxa 1?4" '1'Ix dmiez aad oL l4putiom Smpcscd b, thnr General CmtdnSnns ."I III, rivlxs and remaliee mailable I... u.dr u• Ahe Ixanies hereto. and. N pank:ulur hw without fimitatirc. hhe wursaaue,,. yammers Irrd aaligatwu iinlxscd upon CON R.AC7"OR by munphx tiJ1i:I (I i(j. I,-,1 d)'', 13:1, 13. i 1. 13.14 I==and l5.a alt cf the rich,,, and toned,,,, araHahlc to OAtiIiE nlel ENGINIT.R tisrundn. nr in addition IC..,J ,,, I,w err le cenanlcJ in nnp uay i, a Inni>.+ticn oC wm nchn wed annc(tice a'Lah" un it,, err atl oT tivcm attidh ne olhenvix mllm d w a.all hl _-Lawn ae kotal In' si%ial t :I11=1 .z gva 8 •e hI by adra Prmi.lnnr' d the Ctmlmar 7 Jwumrnss, and the prrn'¢iau of this r memph ,,it he as cfi mw as if repaatb irl,rdBcally°in[hc Gnnrad Ak.;um mla in oom¢ttiav tah ch fari6ular dwl, ohlignion naht It r.,,dr io ,,h.h thu apply. Proj+..anual Fee. prsrt C:narX:m�n lnduded 173_ V T m. , rd rt mad, it, h,tI, , unats- lam's tid don ear', it stmll " tt-, in tol but ml rc limiud 6J, elf fcca and clxug.x aI mt iocct,. ardvtrc2s. attomccm and other profusiunais 'and all corm cs nrPitm9nn,, 41,,1 um, t G. Tne 1.,, .1 the _lathn -l;n..m nt RLrryssn to mo p.rtin:a; ( k rde aapac err: a. Gollv�ss. I- o 1 C wora6, hav er d Saatutr, fC S fi 7-1113) FINMt n' C'ol>r. ht v lx cln tl ;d to tvrlant the Mork"t. _the_, azm of aa,Jes then 6tt Percent th, tici;l ci r(i nonv oLJ, that anJ camm(m 7 nn mtpLsal III, lh f i..dr yturf lit. mvJNyp,fr tow I,Nlrnt t7dru�sidrm o; Suer ul CalnruII, m 4hr tfn c: rnmk,smmitt„vit tdrwrinururuun a+te race, h<t n t edgy; e, Leh t m o ;e_ 17 r II of It, 1 h (hY*.LIt, t air • I h in, (f R> n 2r-107 I t d aicf to sIl Fwvm,.m+µ, {'n'.,-I"&ACTOR .. u7wu'nt iunrfy t nxw5 flat nr�mmm of all dnrms�or an;ir m,tw l Mgt mui n.c dun nna_ngicr- or arbor vurroliei used err mtxarmad he t1( flv'Iit AC I OR w hw I tJCCI'IHNL,I I I I I 1aLdhlol OF I OR I MLM�111U I II1 R -[I QN-SIVII % IQ.", I I � 'I'm F"g, !,P, iv , i R SECTION 00100 INSTRUCTIONS TO BIDDERS Wi.UCtiP6G1 N. cCNlll'I K11I III YIIll G6datl =� 011"UFi 01I1 iLL11.511O11I11(AIN :(Y2Cq.4wn9 L EXHIBIT GC -A tit General Conditions of the Construction Contract Betveeen OWNER anti CONTRACTOR nISPUIT RESOLI?PION AGkMIENI O)lN3k and MN t?1f;,1'OR haln, i.pl ilssit Amide to of till Oenrnl Conditions.1the Ccn'.,liml ( imnNq bcu,,,n MVN',,k ii,� CON I RAMOK In mnmded to include the ["Ilu"I%: a 'meet ur thu Ixiniac'. 16_I. :All chin" dispnc end other mauas in ,n,,,uu ben,rcn OWNER and CONIILAC7UF orisin3 nn of or relutmc tD rh,, Cam,,li llmnium, ar xhe hrcach it { z Ti ro- uiaimv wtfmh have t "n rvaived by the nairine . crpcanne nt until pncmnn: a,r prcmided dn' 'minunh 1415 u911 be dmidcd e� .,honcho m omvdunm w'di in, Cc'mmntaion indla,' >riiittndon Kull, of in, Amnnwt AmUnncmn : saodation then 11bituill, xtklrcuu the hmnatiil o.'Om Aihde iC, This asrconcnl so to nrhitn¢ aM unr nnrccrncn'. m c:ma t to ndtitrnil enteecd into in ur uIll:mce� hares'Ith .r. pr. tided in thie.Anicic to wall be s)xeit <, lip ankrcenhle under the .... tolitng lax, of am' cant h.,,,T j.,,,hcuon. 16_'_. N„demand (nr ammrt(nn Mini, dais, dispute u. tot n an the in uyuircd In o-. mFcanzl m L°d( Ili id. ini:is i, hr decision ,, r nnlor,,, with ptnciapn 4.11 u511 is made until tiro.,,.,tier a In rho'ill, &i,h I v611-,FFV ill, r,mlttcd a I'Mu do -ton ¢ Q, the Bum'-h si dnp idu r at, pama t'i"rl pm.unted nteh .'Mtn, l w L' v 6UEGF if a written decision has ll' `Ixea I'crd ad In'I�NtiINFFN' Imm that LI, Nn knituO frn athittui ion,,r une nreh 'inn,xiunutc of other motor will ix nnia< Ina titan thin' dnns afia at'' 'I"' on arhidt P.NGMEFN ha , s ,mare" it men I isian in respect itumuC iu a danm r,ilh pnragtnph 1111, ant the tail"',. tu demand arb4aatien waunu wind Ihutc diy� renal will ends in EVOLN&ER'a dec(sic.: Ici,u form :md bindnt, man "WNTR and IQICTF "tCTOR if I2:SG (1yF"oR rcrak s a dwis<n "fie: urbittstitm prucc.dni l Will keen mnime.d .u-hd ..... u nu,-h, .; m'idtne,. hw mill mt sgsse.3e ihrarhitrmidn pmvaditps. except varctc the in, ,ton of64, it 4u,rzamweon- ut v'demand T<x n x urn " nv a1, r d .-iph P I L LNIrR maul rd inl,J.,,n .hhra-rnph ]a tdIdcdhit, Lac Than ten elites trill Ihr nanr making nmh denvmd has it, Jnrrwl xvritn11 notic.l of raitcnGon ID "Plaint ns ryiovided in lzxrt.Jnph 9, IU. 16 i? R"Gee oTd,e demand k. xth'nrnulmt wdl be alai in mrii'vtg with the other piety to the Apxcenxnl ..I withtk .Amcrienn Arbnniuwi ,hcwiat` t C. cu, ill to tin a 1 . IT'TiT.R fin inknlriwioo 'T'hc deninml Tot nrbivutiao '`: ill br nmde ue6in di, tliull-d p' ,, tcndnr "lud specified In paagrnph I6" as n Iiieabk. nrci in all of ut , rnm'e,in a ,(,,,u tMc time alter [he claim. dispuir ar niher manor in yuestinn fill atrn, and it no event sim6 Ic' such drmaed 6e made .Tree the dote when institmion of ed ut eyuil= pot ,m bawd dr J h,ii bi. nu, err llwb moue in qucnion nawld h lwtrtzd by rile applicnblr ,{.rule of limi4uitm;. (JNC GL'ISi WU-Ci,bDfIHY.:51 nl n.n [I' In etLuaq v%u'I`1 OF FC�RI (Y)t.i.l kl iYini)nlCi.TiP'.i\INF_..'v:YY+ m 7ti4 Eecrp: us pmrided in petagr.pli I6_ I'itut no mFlnmil. moil" 011 of o ,'{none In the C9nnaLl Do-umen6 shall inaludc M cutvuiVidutinn, joindee ar hl am' "the' murmur un, ant, person or enOry' fncWdin^_ EtiCiltiE'r'N, ETZGItvi Fh'a Coruulmn: xnd 11u u11i=1. direcmrs ndents, employers or oonsoitunn o` ,nr olthem) u'hD h not n Pnnc m {his usitraci .nkss le.?.I. at, inclusion of sm:h odter person or aril" is ultul., If complete reiiel: iv m k "Ilbrdcd among those who um nlmudc rvnnies u, Ihr xfiilrntiot� and 1 E,4 suoh other poem,, or .aril, is :ulmnnith, mired in n yuxxtiun uC hn- or f.c wfiich is common to N m"Tri, ", .trend' mnies it, arhinmion it ehi.h Isill uriss. in such prxcccdlnps, and 164 i. the vnttcn :ottsnm M the niher Nr,,,,n is uttiu >Fn,fi', to be included and of Ot4\SR and CO!dT7:4CTOR hss tun nbwirucd (or etch. inciumon ,hi h minent ,hull mnkr :aw:i0 rdarona' w thu pang a h- On, m etch cnosont .hull ".mstimt . c tmseni ro nrb teat nn ,I uni' dispute not .pwi6onlly d.vnrihcd in ^n h .Doan or t_ htnrion ulth any Pill rwt .gx4iCcall}' idonxihed fn uld, cnnernt. lay- N'mu,ithmndin, paragraph 16a, if a claim, dimme " li nlitl . in gpeximn ha,' " OUNTT mini 70,1FACTOR mvih, it, Work a(. Sutramrumat, OWNF'K Dr r tAIk1r"I i1R in. 'tin such Suhlnnr,utrr `t.ut pun luQ rrhnntion hetn eoJlt'NFR and r(}ti'4'FACiat: hcm_¢ndur. 1:011'RACi0lt slid{ nd... k in all l'cry vsl hs pamantn' o 11 a spcofi, p .. ison nharhr tr ;ubcrmiry tss ennsntsm Icing lou'ij ill u ad"ninon bcnvmn OwMlk and Co\TKAC'TOR usolt'ut2 Oa WlXIt of smh Sutzatntactn. riothing.Vn tlns pa+anraph li'� nix in the inortsi.m of aid, ceixvnvaa rmnnualnc to j.,J, shall urnte am' Aunt, neM a Caul Ill notinm in Gavot of S"tv.`ttttrattar anti "gian5 OR?ETA Evv1 c?ai .0 FF'47lV7 1 f's Coiuulmni tMt dtx". int nxrn isx rcia It 6. The ,ward l,ndt ld he net arbduamns .rill be finll. miLmmut nut, Ix rnmral ui un it in an) court kwing ilInAlctlon than' .nd it will wt ne ult, ei to .u,ull.luon n gNul. 16.'1 OWNER and (-YjN IR'=(5R liner thin the' sry II fin sutmmit n nxd all uteetLLml cinims, inntuclabs. disputnsx an<I other manna it ""mu !sure n them onaios ,nu of or relating to the Cnumxrii ikcmtncnu of tix lunuuh l.1,11' i'disp"ms"i u, mrttixtion be Ihr Amexicnn Ahmaim utuatiun uncle; the Un vuaiw lndtun' Adediauen kulrs of the :'nmmum rgunist th Athcr ition lino m riih.c i there initiating aguimx the oiiui a tiumvnd &u urbitraeiun mas"tml w pnauat,,u 76.1 Grovii 166i woes, deltic m irutin ic, Ill, tu.m wouli V" nui! fol}' pr tuuto one of fne !"Ines, 'Ihrl 1, 4:"rthin,r later ton'unr: intuit, tviOun ,.iuob «rhlc t dcnuund for 'hil it, s as tnrnid.-,d ir, pnrngtU, it id? and Inn as vc ohall br vuµ n'u wide h' y to a dlspwe wunic Ial m mein [cn within th«c sane ,in,, i ble time ni, iti and.hull remain,wenth, until mn clans the" the to .i nald to lu the mrslianon The muhaxa 11, ,huh a dispuu so hnrined to mniiauon unm-r ins Acremnnni nFndlrn on.a.,arhlm¢>r of tail dLpair un'ux: Diner:, in.^ amxcd" bKllC GLNLM, WN"TW0 1914N CI-0tI &howl OC-Nt .' InI NN FONT COLLIRS IMWIC M11 TREY yga1 I I I I SE SECTION 00800 SUPPLEMENTARY CONDITIONS I u SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to p existing surface or subsurface structures (except Underground [� Facilities referred to in Paragraph 4.3) which are at or contiguous FJt to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 7/96 I Section 00800 Page 1 I l� u v 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). " 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits J (CSL) . v n v 7/96 Section 00800 Page 2 u r, U I SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment Q 9/99 I SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 6069 Roadway and Waterline Improvement at Midway Drive CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reasonforchange: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 CC: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: 9/99 Section 00950 Page 1 n Section 00960 APPLICATION FOR PAYMENT OWNER: City of Fort Collins PROJECT: ENGINEER: CONTRACTOR: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: PERIOD ENDING: PROJECT NUMBER: PAGE 1 OF 4 CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By Payment of the above Amount Due This Application is recommended by the ENGINEER. Dale: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By. Payment of the above Amount Due This Application is approved by the OWNER. 9/997/96 Section 00960 Page 1 I 1 P I He I^. E LJ L2 u L0 L L N4 H SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The germs "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be: used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort 1 12/03 Section 00100 Page 1 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Arnount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 $o.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 $0.00 $o.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 C 1 C J 71or s `cr_,1onCnn960C_L) -ge ['-) CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 3 7/0F 1 Seer -on nn9 60 page 4_ C I C- -I [ 1 C __] C 1 DIVISION I - GENERAL REQUIREMENTS SECTION 01010 SECTION 01140 SECTION 01145 SECTION 01180 SECTION 01270 SECTION O1310 SECTION 01320 SECTION 01330 SECTION 01425 SECTION 01450 SECTION 01555 SECTION 01600 SECTION 01635 SECTION 01650 SECTION 01656 SECTION 01666 SECTION 01710 SECTION 01715 SECTION 01720 SECTION 01745 SECTION 01780 Midway Drive Roadwav and Water Line Improvements SUMMARY OF WORK CONTRACTOR'S USE OF PREMISES SPECIAL PROJECT PROCEDURES UTILITY SOURCES MEASUREMENT AND PAYMENT PROJECT MEETINGS CONSTRUCTION SCHEDULES SUBMITTALS STANDARD REFERENCES MATERIALS TESTING TRAFFIC REGULATION MATERIAL, EQUIPMENT AND WORKMANSHIP PART* SUBSTITUTIONS AND PRODUCT OPTIONS MATERIAL DELIVERY, STORAGE, AND HANDLING* DISINFECTION OF WATER LINES* TESTING PIPLNG SYSTEMS* SITE CONDITIONS TREE, LANDSCAPE, VEGETATION, AND WETLAND PROTECTION FIELD ENGINEERING AND SURVEYING ENVIRONMENTAL CONTROLS CONTRACT CLOSEOUT SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.01 SECTION INCLUDES Furnish all labor and install all materials for the Midway Drive Roadway and Water Line Improvement Project, including but not limited to the following items: The project includes the construction of 44" linear feet of aggregate base roadway including an accompanying drainage swale. This project also includes the installation of 1509 feet of 8-inch PVC water line along Midway Drive (including two fire hvdrants along Midway Drive), the installation of a 3/- service line to an existing meter pit the installation of an air - release valve, the removal and replacement of an existing drainage culvert and trash/debris removal in an existing culvert. 1.02 WORK SEQUENCE A. The Work Sequence is to be submitted as part of the construction schedule required in Section 01 120. Construction of the project shall begin within seven (7) calendar days of the date of Notice to Proceed. The date of beginnimr and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time. taking into consideration the climatic and other factors prevailing in the locality of the work. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates "Normal' weather and climate conditions in and around the vicinity of the Project site during the times of vear that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adverse]y affected the Contractor's work and thus required additional time to complete the work. The following' specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of -the project. Midway Drive Roadwav 01010-1 Summary of Work and Water Line Improvements a: Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. At the end of each month, if the number of working days for which work was "r delayed due to adverse weather exceeds that shown in the above schedule; a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion wr assumes a 5-day work week, Mondays through Fridays, holidays excepted: should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day, and date will be set. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions k of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer. x�. Midway Drive Roadway 01010-2 Summary of Work and Water Line Improvements t To any preference, priority, or allocation order duly issued by the Owner. 2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above. 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs I and 2, above. Other than the conditions above, Contractor is permitted to start the work at an_y location within the project site. The Contractor shall adhere to the construction traffic control requirements delineated in Section 01555 and on the Drawings. 1.03 UNDERGROUND UTILITIES A. It shall be the responsibility of the CONTRACTOR to verify the existence and location of all underground utilities along the route of the work and to coordinate the construction schedules with these utilir owners. B. Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans and from field potholim__, however, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the CONTRACTOR only, and no responsibility is assumed by either the OWNER or the ENGINEER for their accuracy or completeness. C. The CONTRACTOR shall field verify all utilities and coordinate construction with utilipowners prior to starting construction. The CONTRACTOR shall be responsible for protecting utilities during construction and scheduling utility adjustments to eliminate conflict with progress of the work. D. The CONTRACTOR shall notify the ENGINEER immediately of any field condition not consistent with the contract documents. E. The CONTRACTOR will be responsible for repairing or paying for the repairs to any damaeed utilities. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midway Drive Roadwav 01010-3 Summary_ of Work and Water Line Improvements u I THIS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway and Water Line Improvements �i 01010-4 Summap, of Work SECTION 01140 CONTRACTOR'S USE OF PREMISES PARTI GENERAL 1.01 SECTION INCLUDES A. The CONTRACTOR may use the OWNER's property designated within the construction limits shown on the Drawings for equipment and materials as Iona as he confines his operations to those permitted b_v local laws, ordinance and permits and meets the following requirements: I. Do not unreasonably encumber site with materials or equipment. 2. Assume full responsibility for protection and safekeeping of products stored on premised. 3. Move any stored products which interfere with operations of the OWNER. u 4. Obtain and pay for use of additional storage or work areas needed for operations. 1.02 LIMITS OF CONSTRUCTION A. The CONTRACTOR must maintain all of his construction activities within the OWNER's property and/or construction easements and limits of the project, or other stated areas, unless permits and/or written permission are obtained by the CONTRACTOR, from appropriate authorities or private property owners, outside of these areas. Contractor to fence all easements and work areas. The temporary permits must be secured and paid for by the CONTRACTOR at no extra cost to the OWNER. Any temporary permits secured must be in writing and a copy of same provided to the ENGINEER. 1.031 SECURITY A. The CONTRACTOR shall at all times be responsible for the security of his facilities and equipment. The OWNER will not take responsibility for missing or damaged equipment, tools. or personal belongings of the CONTRACTOR. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midwav Dive Roadwav 01140-1 Contractor's Use of Premises and Water Line Improvements I fl Id N t= l 1 a N f u C THIS PAGE INTENTIONALLY LEFT BLANK. Midway Dive Roadway 01140-2 and Water Line Improvements Contractor's Use of Premises Collins in determining whether a bidder is responsible, the following u shall be considered: (1) The ability, capacity and skill of the bidder to^ - perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and' within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous -- contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to — perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and. (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. 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 other Work which would'-' impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other,.., contract with the City or in the payment of any taxes, licenses or other monies due to the City. —, 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to — familiarize himself with local conditions that may in any manner affect, cost, progress or performance of the Work, (c) familiarize himself with' federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or... discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement " of this Article 4, that without exception the Bid is premised upon _ performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction` as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and � furnishing of the Work. 12/03 Section 00100 Page 2 SECTION 01145 SPECIAL PROJECT PROCEDURES PART] GENERAL 1.01 SECTION INCLUDES A. General construction requirements and special considerations relating to the elements of construction of the Midway Drive Roadway and Water Line Improvement Project. Specific descriptions of the work are provided for the following sections of the project: 1) Grading along the extension of MidwaN Drive. 2) Installation of 8-inch water line along Midwav Drive. 1.02 RELATED SECTIONS A. Section OO520 - Agreement PART 2 PRODUCTS (Not Applicable) PART EXECUTION 3.01 CONSTRUCTION TRAFFIC CONTROL A. The CONTRACTOR_ with input and cooperation from the ONtNER. will prepare the construction traffic control plans and specifications for construction of the project. The traffic control plan shall be submitted at least 7 days prior to the start of traffic control activities. Any changes to the approved traffic control plan will need to be submitted to the Cite of Fort Collins Traffic Department at least 48 hours prior to instituting the proposed chain -,es. B. The CONTRACTOR shall provide to the Cite of Fort Collins Traffic Department a detailed construction schedule for the wort:._ including production rates, estimated Closure times for streets and intersections. if am_. and material delivery and haul routes. C. Section Oli» Traffic Regulation is provided as a guide to items of work the CONTRACTOR will be responsible for. and that may not be specifically referenced in the construction traffic control plan. Such items include providing access to fire hydrants. access for emergency services, and provision of warning signs and lights around the work zone, especially during non -work periods. 3.02 LARIMER COUNTY REQUIREMENTS A. Contractor shall adhere to .Appendix E of the Larimer County Urban Area Street Standards which is included in the following paragraphs: 1. All materials. workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the Midway Drive Roadway 01145-1 Special Project Procedures and Water Line Improvements F I F A I specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of these plans after the expiration date will require a new review and approval process by the Local Entity prior to commencement of amp work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers and employees: from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer. storm sewer, and water line construction. as well as power and other "dry" utility installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plans by the Local Emit} Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1- 800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unre_istered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utiliry service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. if a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. Midway Drive Roadway 01145-2 and Water Line Improvements Special Project Procedures 10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting. in advance, all parties affected by any disruption of any utilityservice as well as the utility, companies. 1 1. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre - construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general. storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utilitv. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel. irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Qualii), Control Division. (303) 692-3590). the Storm Water Management Plan, and the Erosion Control Plan. 16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the Local Entity. certification of the drainage facilities. by a registered engineer. must be submitted to and approved by the Stormwater Utility Department Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building pennits in excess of those allowed prior to certification per the Development Agreement. 18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage. whether resulting from groundwater flooding. structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. Midway Drive Roadway 01145-3 Special Project Procedures and Water Line Improvements 19. All recommendations of the final drainage and erosion control study (name of the study and date) by (Engineering Firm) shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity street inspector. 22. No work may commence within any improved or unimproved public Right - of -Way until a Right -of -Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins — 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the Local Entity Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Rightof-Way after right of wax, grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re -design of the subject pavement section or, the Developer may use the Local Entity's default pavement thickness section(s). Regardless of tile option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the Local Entitv Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity before installation of base course or asphalt will be allowed on the streets. Midway Drive Roadwav 01 145-4 Special Project Procedures and Water Line Improvements 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlav districts. The Larimer County FloodPlain Resolution should be referred to for additional criteria for roads within these districts. 29. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including. but not limited to, excavation, trenching, shoring, traffic control. and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan. in accordance with MUTCD, to the appropriate Right -of -Way authority. (Local Entity. Count or State), for approval, prior to any construction activities within, or affecting. the Right -of -Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor; however. if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sien as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic sip*ning and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on SaturdaN's, unless specifically approved by the Local Entity Engineer. and no site construction activities on Sundays or holidays. unless there is prior written approval by the Local Entin. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements. shown on these drawings. or Midway Drive Roadway 01145-5 Special Project Procedures and Water Line Improvements designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any f` drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as -built record drawings. iT The Developer shall have, onsite at all times. one (1) signed copy of the approved plans. one ( I ) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. M I 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications. the Developer shall contact the Designer and the Local Entity Engineer immediately. 39. The Developer shall be responsible for recording as -built information on a set of record drawings kept on the construction site, and available to the Local Entity's Inspector at all times. Upon completion of the work, the contractors) shall submit record drawings to the Local Entity Engineer. 40. The Designer shall provide. in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: Benchmarks —Local Entity survey. B.M.Number Description ,Elev: 41. All stationing is based on centerline of roadways unless otherwise noted 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroved, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before amp cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt la} -down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area. may be required. The determination of need for a complete overlay shall be made by the Local Midway Drive Roadway 01145-6 and Water Line Improvements Special Project Procedures Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 44. Upon completion of construction. the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: (list). 48. Approved Variances are listed as follows: (Plan set must have a list of all applicable variances for the project). Midwav Drive Roadwav and Water Line Improvements END OF SECTION 01145_7 Special Project Procedures I I A THIS PAGE INTENTIONALLY LEFT BLANK. Midwav Drive Roadway 01 145-8 and Water Line Improvements Special Project Procedures SECTION 01180 UTILITY SOURCES PART] GENERAL 1.01 SECTION INCLUDES A. Names and telephone numbers of affected agencies and utilities in the area are listed below for the CONTRACTOR's convenience. The CONTRACTOR assumes all responsihility, of contacting these agencies and verification of telephone numbers. 1. Water a. City of Fort Collins (970) 221-6700 b. Fort Collins — Loveland Water District (District) (970) 226-3104 c. East Latimer Water District (970) 493 2044 2. Sanitary Sewer - City of Fort Collins (970) 221-6700 Boxelder Sanitation District (970) 498-0604 South Fort Collins Sanitation District (970) 226-3104 3. Stormwater - City of Fort Collins (970) 221-6700 Latimer Counh, Engineering (970) 498-5700 4. Natural Resources — City of Fort Collins (970) 221-6600 5. Park Plannina — City of Fort Collins (970) 221-6360 6. Electrical a. City of Fort Collins (970) 224-6157 b. Platte River Power Authority (PP PA) (970) 226-4000 c. Western Area Power Administration (WAPA) (970) 461-7298 d. Poudre Valley Rural Electric Association (PVREA) (970) 226-1234 e. Public Service Company (PSC) / Xcel Energy, (800) 895-1999 7. Enl>ineering— CirvofFortCollins (970) 22 1-6605 Latimer County, (970) 498-5700 8. Traffic — City of Fort Collins (970) 224-6062 Larimer County Engineering (970) 498-5700 9. Gas - Xcel Energy (800) 895-2999 10. Telephone - Qwest (970) 222-2414 IL . Cable TV - Comeast (970) 484-7166 1,. One -Call Utility Locates 1 (800) 922-1987 PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) Midway Drive Roadway 01180-1 Utility Sources and Water Line Improvements END OF SECTION THIS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway 01180-2 Utility Sources and Water Line Improvements H e H 0 P G: 5 4.P P L1 d ilJ d w o NY d, L d 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without: legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all.parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder- will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 1 12/03 Section 00100 Page 3 u SECTION 01270 MEASUREMENT AND PAYMENT PART GENERAL 1.01 SECTION INCLUDES A. The work performed under this Agreement shall be paid for on both a Unit Price basis and Lump Sum basis for individual line items at the rates for the respective items on the Bid Schedule. The quantities provided on the Bid Schedule are only estimates of the actual quantities of the work to be performed, and are only included for purposes of making the award and establishing a basis for estimating the probable cost of the Work. The actual amounts of work performed and materials furnished for unit price bid items may differ from the estimated quantities. The basis of payment for work and materials bid as a unit price will be the actual amount of approved work done and materials furnished. Payment shall be made only for those items included in the Bid Schedule. All costs incurred shall comply with the provisions of these Specifications and shall be included in the unit price bid for the associated items in the Bid Schedule. Except as may be otherwise stipulated, no material, labor or equipment will be furnished by the OWNER. The quantity of work which will be considered for payment is the actual number of units completed in accordance with all relative Specifications. This basis of measurement and payment for each proposal item will be described below. The following provides a general listing of contract bid items along with a brief summary of the work and materials included; but not limited to, in the unit price or lump sum _ price for each bid item. Refer to the Specifications and Drawings for additional information. — 1.02 PAY ITEMS Mobilization No unit measurement for payment will be made for any of the work, materials and equipment required for mobilization and field overhead. This work consists of the mobilization of personnel, equipment and supplies at the project site in preparation for work on the project. This item shall include the establishment of the CONTRACTOR'S offices, buildinss and other necessary facilities, and all other costs incurred or labor and operations which must be performed prior to beginning the other items under the Contract. This item shall also include temporary fencin, around project work and driving areas. and anv other fencing/securiry items as deemed necessary by the CONTRACTOR. This item also includes obtainim, permits and CONTRACTOR testing. This item may also include provision of required bonds. insurance and preparation of the project schedule. The removal of the CONTRACTOR's equipment, supplies. excess materials, and cleanup of the site are also included in this item. Payment will be made as the work progresses. Fifty percent (50%) of the lump sum bid price will be paid at the time of the first monthly progress payment. An additional thirty percent (300/o) will be paid when one-half the oriental contract amount is earned. The remaining twenty percent (20%) will Midway Drive Roadway 01270-1 Measurement and Payment and Water Line Improvements I be paid upon final acceptance of the project. The total amount for mobilization shall not exceed five percent (5%) of the total bid. Pav Item Pav Unit Mobilization Lump Sum 2. Traffic Control No unit measurement for payment shall be made for any of the materials, work, and equipment required. The payment shall he total compensation for all labor, equipment, materials, maintenance, and all incidentals necessary to prepare, implement, and maintain the approved Traffic Control Plan in accordance with the Drawings and accepted Traffic Control Plan. The work also includes but is not limited to the installation and maintenance of all required barricades and signs. Payment will be made as work progresses. Fifty percent (50%) of the lump sum bid price will be paid when twenry five (25%) of the original contract amount has been earned: an additional thirty percent (10%) will be paid when fifty percent (50%) of the original contract amount has been earned; and the remaining twenty percent (20%) will be paid upon final acceptance of the project. Pav Item Pav Unit Traffic Control 3. Surveying Lump Sum No unit measurement shall be made for this item. Work includes providing " all equipment, labor, and materials required to provide Surveying for construction of all work items for the project including: Staking of horizontal and vertical alignments; overlot grading; subgrade elevations: off- sets; temporary control points; re-establishment of land monuments: and, all appurtenance features of the work. The unit price bid shall include all of the CONTRACTOR's costs of whatsoever nature to perform the surveying as required for the construction of the Project in accordance with the Drawings and Specifications. Payment shall be made based on the percentage of all work completed at the time of each Progress Payment. Pav Item Pav Unit Surveying Lump Sum 4. Clearing and Grubbing Midway Drive Roadway 01270-2 Measurement and Payment and Water Line Improvements No measurement for payment shall be made for any of the materials, work, and equipment required. Payment will be made as work progresses on a percentage ge lump sum basis. The payment shall be total compensation for all labor, equipment, materials, maintenance, and all incidentals necessary to prepare, implement and " conduct the clearing and grubbing. in accordance with the Drawings and Specifications, including all costs associated with the disposing of materials off -site. Pal, Item Pav Unit Clearing and Grubbing Lump Sum 5. Unclassified Excavation 6. Embankment (Complete in Place) u 7. Haul and Disposal The measurement for payment of these items will be the total number of cubic yards of material excavated or placed according to the final Drawings. Unclassified excavation shall consist of excavation of all materials on the site to final grades. excluding the bid items listed in Section 02220. Excavation Of unsuitable material will only be paid for if it is found to be unsuitable in its original state. Unclassified excavation shall be measured from the drawings and cross sections, and the plan quantity will be paid for by the cubic yard. Embankment (Complete In Place) shall include all excavated material, except the material being hauled and disposed, that is placed as embankment and compacted to final grades as specified in Section 02315. This item shall _ include haul, placement and compaction of excavated material that has been determined as suitable from the on -site excavations. This item will be measured from the drawings and cross sections and the plan quantity will be ^ paid for by the cubic yard. Haul and Disposal shall include the total number of cubic yards of earthen material required to be excavated in the vicinity of the drainage channel and hauled from the site. No measure for payment will be made of the excavation of any materials which are classified as material to be removed under clearing and grubbing, topsoil, muck excavation, installation of riprap and bedding-, structure construction, pipe and pipelines, concrete structures. box culverts, concrete sidewalks, inlets, manholes, or demolition as described in the Specifications. This item will be measured from the drawings and cross sections and computed by the average end area method (no allowance for shrinkage or swell) for the area excavated. Pav Item Pav Unit :. Unclassified Excavation Cubic Yard _ Midway Drive Roadway 01270-3 Measurement and Payment and Water Line Improvements v C a N I Embankment Cubic Yard Haul and Disposal Cubic Yard 8. Aggregate Base Course (Class 6) The measurement for payment for aggregate base course will be by the actual number of tons in place (by scale tickets), complete at proper moisture. Quantities will be adjusted accordingly if the moisture content is too high. The method to bring mixture to optimum moisture will not be measured or paid for.separately, but shall be included in the unit price for aggregate base course. The unit price bid per ton of aggregate base course shall include full compensations for furnishing all labor, materials, equipment, and incidentals and for doing all work involved in Aggregate Base Course, complete -in - place, including supplying, placing and compacting aggregate base course in accordance with the Drawings and Specifications or as otherwise directed by the ENGINEER nit Aggregate Base Course (Class 6) Ton 9. 8' DR 18 PVC Water Line (Including Appurtenances) The measurement for payment of specific size or type of pipe will be the actual number of linear feet of pipe installed, completed in place, measured along the center line of the pipe from inside the face of manhole to inside face of manhole, from inside face of manhole to given station. from eiven station to given station, or from center of manhole to center of manhole with deductions made of the internal diameter or dimensions of manholes or structures. The unit price bid per linear foot of pipe shall include all of the CONTRACTOR`s costs of whatsoever nature required for constructing the specific pipeline. The price bid shall include: locating and protection of the existing utilities in and along the pipe length; removing and disposing of existing pipeline as required; furnishing, transporting. and installin, all pipe and materials; valves and pits; adjusting location of existing small utilities, and valves_ tapping and/or connecting to pipes or structures, and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents; and jointing materials including: O-rings. gaskets. bolts, concrete encasement. concrete collars, connecting bands and other miscellaneous items as required to construct the specific pipeline; excavation; constructing the specific bedding including the furnishim,. placing.. and compacting of sand, gravel and rock, as required for bedding, protective coatings or wrapping; pipe casings backfilling including the furnishing, transporting, and placing; method of backfill and compaction as specified; trench supporting; protection of aboveground and underground utilities and service connections, disposal of debris, and damaged materials; testing; inspection; and, all other related and necessary materials, work, and Midway Drive Roadway and Water Line Improvements 01270-4 Measurement and Pavment equipment required to construct a complete operable pipeline in accordance with the Drawings and Specifications. Pay Item Pav Unit 8-Inch DR 18 PVC Water Line Linear Foot (Including Appurtenances) 10. Fire Hydrant (Including Valves, Piping, K Thrust Block) The measurement for payment of fire hydrants will be the actual number of -- hydrants including valves and piping installed, completed in place. The work includes all equipment, labor, materials, maintenance and all incidentals necessary to complete installation of the fire hydrant specified on the Construction Drawings. The unit price bid shall include all of the CONTRACTOR's costs of whatsoever nature required for constructing the fire hydrant. The price bid shall include: all materials associated with the fire hydrant including but not — limited to the hydrant, thrust blocks. connecting 6" pipe to the 8" line. gate valves. and valve boxes; locating and protection of the existing utilities in and along the fire hydrant viciniti: furnishing, transporting. and installing all pipe and materials: adjusting location of existing small utilities, and valves: tapping and/or connecting to pipes or structures, and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents; and .jointing materials including: O-rings. gaskets. bolts, concrete encasement. concrete collars. connective bands and other miscellaneous items as required to construct the specific fire hydrant; excavation: constructing the specific bedding including the furnishing, placing. and compacting of sand, gravel and rock, as required for bedding. protective coatings or wrapping: pipe casings backfilling including the furnishing, transporting. and placing: method of back -fill and compaction as specified; trench supporting; protection of aboveground and underground utilities and service connections; disposal of debris. and damaged materials; testing: inspection; and, all other related and necessary materials, work, and equipment required to construct a complete operable fire hydrant in accordance with the Drawings and Specifications. Pay Item Pay Unit Fire Hydrant Each (Including Valves, Piping, R Thrust Block) 11. '/4" Service Line to Existing Meter Pit No unit measurement shall be made for this item. The work includes all equipment. labor, materials. maintenance and all incidentals necessary to complete installation of the'/d' service line to existing house specified on the u Construction Drawings. Midway Drive Roadway 01' 70-5 Measurement and Payment and Water Line Improvements 0 The lump sum price hid shall include all of the CONTRACTOR's costs of whatsoever nature required for constructing the service line. The price bid shall include: all materials associated with the service line including but not limited to the copper line, curb stop, meter pit, meter. corporation stop, and inlet valve: locating and protection of the existing utilities in and along the service line; furnishing, transporting, and installing all pipe and materials; adjusting location of existing small utilities, and valves: tapping and/or connecting to pipes or structures, and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents; and jointing materials including: O-rings, gaskets, bolts, concrete encasement. concrete collars, connecting bands and other miscellaneous items as required to construct the specific service line; excavation; constructing the specific bedding including the furnishing, placing, and compacting of sand, gravel and rock, as required for bedding, protective coatings or wrapping: pipe casings backfilling including the furnishing, transporting, and placing; method of backfill and compaction as specified; trench supporting, protection of aboveground and underground utilities and service connections. disposal of debris.. and damaged materials: testing: inspection; and. all other related and necessary materials, work, and equipment required to construct a complete operable service line in accordance with the Drawings and Specifications. Pav Item Pay Unit 'V' Service Line to Existing Meter Pit Lump Sum 12. 8"x12" Wet Tap No unit measurement shall be made for this item. The work includes all equipment, labor, materials, maintenance and all incidentals necessary to complete tapping of the proposed S"PVC line into the existing 12" line in Shields Street specified on the Construction Drawings. The lump sum price bid shall include all of the CONTRACTOR's costs of whatsoever nature required for the Vx12" wet tap. The price bid shall include: all materials associated with the wet tap including but not limited to the tap ladle and associated valves; locating and protection of the existing utilities in and along the wet tap vicinity; furnishing. transporting, and installing all pipe and materials: adjusting location of existing small utilities, and valves, tapping and/or connecting to pipes or structures, and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents: and jointing materials including: O-rings, gaskets. bolts, concrete encasement. concrete collars. connecting bands and other miscellaneous items as required to construct the specific tap; excavation; constructing the specific bedding including the furnishing. placing, and compacting of sand, gravel and rock, as required for bedding, protective coatings or wrapping: pipe casings backfilling including the furnishing_ transporting, and placing, method of backfill and compaction as specified: trench supporting: protection of aboveground and underground utilities and service connections; disposal of debris, and damaged materials; testing: inspection: and, all other related and necessary materials, work, and Midway Drive Roadway and Water Line Improvements 01270-6 Measurement and Payment 13 14. equipment required to construct a complete operable wet tap in accordance with the Drawings and Specifications. Pav Item Pav Unit 8"x12" Wet Tap Lump Sum 8" x 3" Connection to Existing 3" Water Line No unit measurement shall be made for this item. The work includes all equipment, labor. materials, maintenance and all incidentals necessary to complete the connection of the new 8-inch water line to the existing 3-inch water line as shown on the Construction Drawings. The lump stun price bid shall include all of the CONTRACTOR'S costs of whatsoever nature required for the 8"x3" connection. The price bid shall include: all materials associated with the connection including but not limited to the tee. reducer and associated valves_ locating and protection of the existing utilities in and along the tee vicinity; furnishing, transporting. and installing all pipe and materials: adjusting location of existing small utilities, and valves; tapping and/or connecting to pipes or structures. and furnishin, and installing fittings or specials not otherwise provided for elsewhere in the Documents: and jointing materials including: O-rings. Baskets. bolts. concrete encasement. concrete collars. connecting bands and other miscellaneous items as required to construct the specific tap; excavation: constructing the specific bedding including the furnishing. placing, and compacting of sand, gravel and rock. as required for bedding, protective coatings or wrapping: pipe casings backfillin, including the furnishing, transporting, and placing: method of backfill and compaction as specified; trench supporting, protection of aboveground and underground utilities and service connections; disposal of debris, and damaged materials: testing: inspection: and, all other related and necessary, materials, work, and equipment required to construct a complete operable connection in accordance with the Drawings and Specifications. 8" x 3" Connection to Existing 3" Water Line Air Blow off Valve Lump Sum No unit measurement shall be made for this item. The work includes all equipment, labor, materials, maintenance and all incidentals necessary, to complete the installation of the air -release valve as shown on the Construction Drawings. The lump sum price bid shall include all of the CONTRACTOR's costs of whatsoever nature required for the air release valve. The price bid shall include: all materials associated with the valve including but not limited to the valves and manhole; locating and protection of the existing utilities in Midway Drive Roadway 01270-7 Measurement and Pavmew and Water Line Improvements I and along the valve vicinity; furnishing. transporting, and installing all pipe and materials; adjusting location of existing small utilities, and valves; tapping and/or connecting to pipes or structures, and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents; and jointing materials including: O-rings, gaskets. bolts. concrete encasement, concrete collars, comtectmg bands and other miscellaneous items as required to construct the valve and manhole; excavation; constructing the specific bedding including the furnishing. placing, and compacting of sand. gravel and rock, as required for bedding, protective coatings or wrapping: pipe casings backfilling including the furnishing. transporting, and placing; method of backfill and compaction as specified; trench supporting: protection of aboveground and underground utilities and service connections; disposal of debris, and damaged materials: testing; inspection; and, all other related and necessary materials, work, and equipment required to construct a complete operable valve in accordance with the Drawings and Specifications. Pav Item Pav Unit Air Blow off Valve Lump Sum 15. Erosion Control No unit measurement shall be made for this item. The work includes all equipment, labor, materials, maintenance and all incidentals necessary to prepare, implement and maintain the erosion and sediment control plan in accordance with the Drawings. The unit price bid shall include all of the CONTRACTOR's costs of whatsoever nature to complete the erosion control as required for the construction of the Project in accordance with the Drawings and Specifications. Payment shall be made based on the percentage of all work completed at the time of each Progress Payment. Pav Item Pav Unit Erosion Control 16. Clean Existing 10"RCP Lump Sum No unit measurement shall be made for this item. The work includes all equipment, labor, materials, maintenance and all incidentals necessary to clean and remove debris from the existing 10" RCP in accordance with the Drawings and Specifications. The unit price bid shall include all of the CONTRACTOR's costs of whatsoever nature to complete culvert cleaning as required for the construction of the Project in accordance with the Drawings and Specifications. Pavinent shall be made based on the percentage of all work completed at the time of each Progress Payment. Midway Drive Roadway and Water Line Improvements 01270-8 Measurement and Payment Pav Item Pav Unit Clean Existing 10" RCP Lump Sum 17. Remove and Replace Existing 24"CMP Measurement for payment to Remove and Replace Existing 24" CMP in Midway Drive shall he made for each linear foot of pipe that is removed and replaced. The work includes all equipment, labor. materials, maintenance and all incidentals necessary to remove and replace the existing 24" CMP in accordance with the Drawings and Specifications. The unit price bid shall include all of the CONTRACTOR's costs of whatsoever nature to complete culvert removal and replacement as required for the construction of the Project in accordance with the Drawings and Specifications. Payment shall be made based on the percentage of all work completed at the time of each Progress Payment. Remove and Replace Existing 24" CMP Linear Foot 18. Remove Asphalt Pavement The measurement for removal of this item will be made on a unit basis. The unit price bid for this item shall be full compensation for sawing, removing. hauling and disposal of such items including existing concrete and asphalt, and all other work necessary to remove these items in accordance with the Drawings and Specifications. Replacement of asphalt; curb, gutter and sidewalk; utilities; storm sewer and pipe outside of the pay lines due to the CONTRACTOR's failure to protect existing, undisturbed materials shall not be paid for and shall be replaced at the CONTRACTOR's expense. Pav Item Pav Unit Remove Asphalt Pavement Square Foot 19. Replace Asphalt Pavement The measurement for payment of Asphalt pavement will be by the ton (bv scale tickets). The unit price bid per ton of asphalt pavement shall include all of the CONTRACTOR's costs of whatsoever nature including: furnishing all labor. materials, equipment, and am other incidentals to ssphalt pavement in accordance with the Contract Documents. complete -in -place; haul from the suppliers source; placement of pavement to design dimensions: excavation and embankment; subgrade preparation; placement; compaction; parking lot Midway Drive Roadway 01270-9 Measurement and Payment and Water Line Improvements `s 111 and turn lane; pavement and tennis court markings/striping; and, any other miscellaneous items and work shown or reasonably implied on the Drawings and in the Specifications for this work. and elsewhere in the Contract Documents. Pav Item Pav Unit Asphalt Pavement Ton Midwav Drive Roadway and Water Line Improvements END OF SECTION 01270-10 Measurement and Payment 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment " described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a--' substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General e Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of r, principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. '- 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the " contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does• not make written objection prior to the giving of the Notice of Award`J will be deemed acceptable to OWNER and ENGINEER subject to revocation of .� such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, I supplier or other persons or organizations against whom he has reasonable;. objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink on the form must be stated in words and words will take precedence. Unit prices sums. or typed. All lump sum prices numerals; in case of conflict, shall govern over extensions of L 12/03 Section 00100 Page 4 SECTION 01310 PROJECT MEETINGS PARTI GENERAL 1.01 SECTION INCLUDES A. Pre -Construction Conference: A Pre -Construction Conference will be held after Notice of Award and before the Notice to Proceed. the date, time and location will be determined after Notice of Award. The conference shall be attended by: 1. CONTRACTOR and CONTRACTOR's Superintendent 2. CONTRACTOR's and Subcontractors 3. ENGINEER 4. OWNER 5. Others as requested by the CONTRACTOR, OWNER. or ENGINEER. Unless previously submitted to the OWNER, the CONTRACTOR shall bring to the conference a tentative schedule of the construction project including the scheduled shop drawings and other submittals. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: 1. CONTRACTOR's tentative Schedule 2. Permit applications and submittals. including 402 Permit, Erosion and Sediment Control Plan_ and Traffic Control Plan 3. Transmittal. review and distribution of CONTRACTOR's submittals 4. Processing applications for payment 5. Maintaining record documents 6. Critical work sequencing 7. Field decision and change orders 8. Use of' premises. office and storage areas, staging area, security, housekeeping, and OWNER's needs 9. CONTRACTOR's assignment of safety and first aid Midwav Drive Roadway 01310-1 Project Meetings and Water Line Improvements �I I x �' B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency, if approved by the OWNER, ENGINEER and CONTRACTOR. These meetings shall be attended by the OWNER, the ENGINEER, the CONTRACTOR's representative and any others invited by these people. The meeting will be conducted by the ENGINEER and the ENGINEER will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these project meetings will include construction progress, the status of submittal reviews, the status of information requests, critical work sequencing, review of strategies for connections into existing facilities. status of field orders and change orders. and any general business. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midway Drive Roadway 0 13 10-2 and Water Line Improvements Project Meetings SECTION 01320 CONSTRUCTION SCHEDULES PART1 GENERAL 1.01 SECTION INCLUDES A. Prepare detailed schedule of all construction operations and procurements to he reviewed by parties attending the preconstruction conference. Schedule shall be approved by the OWNER and ENGINEER prior to Notice to Proceed. 1.02 FORMAT AND SUBMISSIONS A. Prepare construction and procurement schedules in a graphic fonnat suitable for displaying scheduled and actual progress. The construction schedule shall clearly identify the critical path for the project and shall also identify all critical procurement items. B. Submit four (4) copies of each schedule to the OWNER and ENGINEER for review. The ENGINEER will return one copy to the CONTRACTOR with revisions suggested or necessary for coordination of the Work with the needs of the OWNER or others. 1.03 CONTENT A. Construction Progress Schedule 1. Show the complete work sequence of construction by activity and location. 2. Show the dates for the beginning and completion of major task items. At a minimum, show the following items: • Excavation oftrench for proposed water line. • Installation of DRI S PVC pipe. • Completion of roadway grading. • Completion of drainage Swale grading. • Remove and replace fence. • Cleaning of existing culvert. 3. Show projected percentage of completion for each item as ofthe first day ofthe month. B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items ofequipment and materials. Midway Drive Roadway 01320-1 Construction Schedules and Water Line Improvements 1 � 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials. 1.04 PROGRESS REVISIONS A. Submit revised schedules and reports when changes are foreseen.. when requested b_v OWNER or ENGINEER. and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. 1.05 OWNER'S RESPONSIBILITY A. OWNER's review is only for the purpose of checking conformity with the Contract Documents and assisting CONTRACTOR in coordinating the. Work with the needs of the Project. B. It is not to be construed as relieving CONTRACTOR from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midway Drive Roadway Schedules and Water Line Improvements 01 120-2 Construction SECTION 01330 SUBMITTALS PARTI GENERAL 1.01 SECTION INCLUDES A. Requirements: Where required by the Specifications, the CONTRACTOR shall submit descriptive information that will enable the ENGINEER to determine whether the CONTRACTOR's proposed materials, equipment, methods of work are in general conformance to the design concept and in accordance with the Drawings and Specifications. The information submitted may consist of drawings, specifications, descriptive data, certificates, samples, test results_ product data, and such other information, all as specifically required in the Specifications. In some instances, specified submittal information describes some, but not all features of the material. equipment, or method of work. 2. The CONTRACTOR shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material. equipment, or method of work shall be as described in the submittal. The CONTRACTOR shall verify that all features of all products conform to the requirements of the Drawings and Specifications. The CONTRACTOR shall ensure that there is no conflict with other submittals and notify the ENGINEER in each case where its submittal may affect the work of another CONTRACTOR or the OWNER. The CONTRACTOR shall ensure coordination of submittals among the related crafts and subcontractors. =. Submittals will be reviewed for overall desien intent and returned to CONTRACTOR with action to be indicated by the ENGINEER. It shall be the CONTRACTOR's responsibility to assure that previously accepted documents are destroved when thev are superseded by a resubmittal as such. 4. It shall be the CONTRACTOR's responsibility to ensure that required items are corrected and resubmitted. Any work done before approval shall be at the CONTRACTOR's own risk. B. Submittal Procedure: Unless a different number is called for in the individual sections, six (6) copies of each submittal and sample are required. four (4) oi'which will be retained by the ENGINEER. The CONTRACTOR shall receive two (2) copies in return. Faxed submittals will not be accepted. 2. Submittals that are related to or affect each other shall be forwarded simultaneously as a package to facilitate coordinated review. Uncoordinated submittals will be rejected. Midwav Drive Roadway 01330-1 Submittals and Water Line Improvements I_. pg 3. If the items or system proposed are acceptable but the major part of the H�9 individual drawings or documents are incomplete or require revision, the submittal will be returned with requirements for completion. 4. The right is reserved for the ENGINEER to require submittals in addition to those called for in individual sections. 5. Submittals regarding material and equipment shall be submitted directly to the ENGINEER and will be accompanied by a transmittal form. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate discrete sections for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the croup or package as a whole. 6. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: `XXX-Y;" where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals (i.e.. A. B, or C being the first, second and third resubmittals, respectively). Submittal 25B, for example, is the second resubmittal of Submittal 25. 7. If the CONTRACTOR proposes to provide material, equipment, or method of work that deviates from the Contract Documents, it shall indicate so under "deviations" on the transmittal form accompanying the submittal copies. 8. Submittals that do not have all the information required to be submitted, including deviations, are not acceptable and will be returned without review. C. Review Procedure: 1. Submittals are specified for those features and characteristics of materials. equipment, and methods of operation that can be selected based on the CON TRACTOR's judgment of their conformance to the requirements of the Drawnw and Specifications. Other features and characteristics are specified in a matter that enables the CONTRACTOR to determine acceptable options Q without submittals. 'fhe review procedure is based on the CONTRACTOR's guarantee that all features and characteristics not requiring submittals conform to the Drawings and Specifications. Review shall not extend to means, methods, techniques, sequences, or procedures of construction or to verifying quantities. dimensions, weights or gages. or fabrication processes (except where specifically indicated or required by the Specifications) of separate items, and as such. will not indicate approval of the assembly in in which the item functions. 2. Unless otherwise specified, within twenty-one (21) calendar days after receipt of the submittal. the ENGINEER will review the submittal and return copies. The returned submittal will indicate one of the following actions: Midway Drive Roadway 01330-2 Submittals and Water Line Improvements u a. If the review indicates that the material, equipment, or work method complies with the Specifications, submittal copies will be marked u "NO EXCEPTIONS TAKEN'. In this event, the CONTRACTOR may begin to implement the work method or incorporate the material or equipment covered by the submittal. b. If the review indicates limited corrections are required. copies will be marked "FURNISH AS NOTED". The CONTRACTOR may begin ' implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided. C. if the review indicates that the submittal is insufficient or contains incorrect data, copies will be marked "REVISE AND RESUBMIT". Except at its own risk, the CONTRACTOR shall not undertake work covered by this submittal until it has been revised. resubmitted and returned markets either "NO EXCEPTIONS TAKEN' or "FURNISH AS NOTED". d. If the review indicates that the material. equipment. or work method do not comply with the Specifications. copies of the submittal will be marked "REJECTED". Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk. the CONTRACTOR shall not undertake the work covered by such " submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED". D. Drawing: The term "shop drawings" includes drawings, diagrams, layouts, schematic, descriptive literature. illustrations schedules performance and test data, and similar materials furnished by CONTRACTOR to explain in detail specific portions of the work required by the Contract v 2. CONTRACTOR shall coordinate all such drawings, and review them for legibility. accuracy, completeness and compliance with contract requirements and shall indicate this approval thereon as evidence of such coordination and review. Shop drawing submitted to the ENGINEER without evidence of CONTRACTOR's approval will be returned for resubmission. V 3. Shop drawing shall be clearly identified with the name and pro gject number of this contract and references to applicable specification paragraphs and contract drawings. When catalog pages are submitted_ applicable items shall U be clearly identified. 4. CONTRACTOR shall stamp his approval on shop drawims prior to submission to the ENGINEER as indication of his checking and verification of dimensions and coordination with interrelated items. Stamp shall read: `(CONTRACTOR's Name) represents that we have determined and verified all field dimensions and measurements._ field construction Midway Drive Roadway 01330-3 Submittals and Water Line Improvements u criteria. materials, catalog numbers and similar data, and that we have checked with the requirements of the Specifications and Drawings. the Contract Documents. and General Conditions". Marks on drawings by CONTRACTOR shall not be in red. Any marks by CONTRACTOR shall be duplicated on all copies submitted. 5. If shop drawings show variations from contract requirements. CONTRACTOR shall describe such variations in writing, separate from the drawings, at time of submission. All such variations must be approved by the ENGINEER. If ENGINEER approves any such variations. he shall issue an appropriate contract modification, except that, if the variation is minor and does not involve a change in price or in time of performance, a modification need not be issued. 6. Should the CONTRACTOR propose an item on his shop drawings or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory, (regardless of the.ENGINEER's preliminary review), the CONTRACTOR shall. at his own expense, replace the item with another item that will perform satisfactorily. E. Certificates: For those items called for in individual sections, furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being furnished under the Contract comply with the requirements of these Specifications. F. Samples: Samples shall be sufficient in size to clearly illustrate functional characteristics and full range of color. texture. and pattern. G. Effect of Review of CONTRACTOR's Submittals: Review of drawings, data, methods of work, or information regarding materials or equipment the CONTRACTOR proposes to provide, shall not relieve the contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the ENGINEER or the OWNER. or by any officer or employee thereof, and the CONTRACTOR shall have no claim under the Contract on account of the failure or partial failure, of the method of work. material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED" shall mean that the OWNER has no objection to the CONTRACTOR, upon its own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. Midway Drive Roadway 01330-4 Submittals and Water Line Improvements PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midway Drive Roadway 01330-5 Submittals \J and Water Line Improvements Li p THIS PAGE INTENTIONALLY LEFT BLANK. F Midway Drive Roadway 01330-6 Submittals and Water Line Improvements s F 1 E U H H U' 0 H 0 0 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7, No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.6. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior tothe time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. oral, telephonic, telegraphic, or facsimile Bids are invalid and 1 12/03 Section 00100 Page 5 L� SECTION 01425 STANDARD REFERENCES PART] GENERAL _ 1.01 SECTION INCLUDES A. Reference to standards, specifications, manuals. or codes of anv technical society. organization, or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, or laws or regulations in effect at the time of opening of Bids. except as may be otherwise specifically stated. However. no provision of anv referenced standard. specifications manual or code (whether or not specially incorporated by reference in the Contact Documents) shall be effective to chance the duties and responsibilities of OWNER.. CONTRACTOR. or ENGINEER, or anv of their consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to ENGINEER, or anv of — ENGINEER`s Consultants, agents, or employees, any duty or authority to supervise or direct the furnishing or performance of the Work. �. Whenever used in the Contract Documents, the followin_ abbreviations will have the meanings listed: AASHTO American Association of State Highway and "Transportation Officials 444 North Capital Street, N.W.. Suite 225 Washington, DC 20001 ACI American Concrete Institute P. O. Box 19150 Detroit. MI u ACPA American Concrete Pipe Association A1SC American Iron and Steel Institute 150 East 42nd Street New York. NY 10017 AISI American Iron and Steel Institute 150 East 42nd Street New York, NY 10017 v ANSI American National Standards Institute. Inc. 1430 Broadway New York. NY 10017 �J AREMA American Railwav Engineering and Maintenance -of -Way Association 8201 Corporate Drive, Suite 1125 Landover. MD 20785 ASCE American Society of Civil Engineers 345 East 47th Street Midway Drive Roadway 01425-1 and Water Line Improvements Standard References -1) New York. NY 10017 ASTM American Society of Testing and Materials 1916 Race Street Philadelphia. PA 19103 BOCA Building Officials and Code Administrators 17926 Halstead Homewood_ IL 60430 CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcin.- Steel Institute 180 North LaSalle Street Chicago. IL 60601 CSI Construction Specifications Institute DIPRA Ductile Iron Pipe Research Associations DISTRICT Fort Collins -Loveland Water District EPA Environmental Protection AgenCv FEDSPEC Federal Specifications General Services Administration Specification and Consumer Information Distribution Branch Washinston Navv Yard_, Buildine 197 Washington, DC 20407 FEDSTDS Federal Standards (see FEDSPEC) ICBO International Conference of Buildin, Officials 5360 South Workman Mill Road Whittier, CA 90601 MILSPEC Military Specifications Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120 NIST National Institute of Standards and Technology NPC National Plumbing Code NSC National Safety Council Midwav Drive Roadway 01425-2 Standard References and Water Line Improvements OSHA Occupational Safety and Health Act U.S. Department of Labor Occupational and Health Administration San Francisco Regional Office 450 Golden Gate Avenue. Box 30617 PCA Portland Cement Association PCI Prestressed Concrete Institute PS Products Standards Section - U.S. Depart. of Commerce SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction Buildim, News. Inc. 3055 Overhead Avenue Los Angeles. CA 90034 TCA Title Council of America UBC Uniform Building Code Published by ICBO UL Underwriters Laboratory 207 East Ohio Street Chicago. IL 60611 UMC Uniform Mechanical Code Published by ICBO UPC Uniform Plumbing Code Published by IAPMO PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midway Drive Roadway 01425-3 Standard References and Water Line Improvements J LM THIS PAGE INTENTIONALLY LEFT BLANK. Midwav Drive Roadway 01425-4 Standard References and Water Line Improvements SECTION 01450 MATERIALS TESTING PART GENERAL 1.01 SECTION INCLUDES A. Provide such equipment and facilities as are required for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented bN samples until tests, if required, have been made and the materials or equipment found to be acceptable. Any product which becomes unfit for use after approval thereof shall not be incorporated into the work. B. Tests shall be made by an accredited testing laboratory selected by the OWNER. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM), and the American Association of Highway and Transportation Officials (AASHTO). C. Where additional or specific information concerning testing methods. sample sizes, etc.. is required, such information is included under the applicable sections of the Specifications. Any modification of. or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.0? OWNER'S RESPONSIBILITIES A. The OWNER shall be responsible for and shall pay all costs in connection with the following testing: 1. Soils compaction tests. 2. Trench backftll. I Tests not called for by the Specifications of materials delivered to the site. 4. Concrete tests. 1.03 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions. CONTRACTOR shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. Concrete materials and mix designs. 3. Gradation tests for embedment. fill and backftll materials. 3. All performance and field testing specifically called for by the Specifications. Midway Drive Roadway 01450-1 Materials Testing and Water Line Improvements [l 4. All retesting for work or materials found defective or unsatisfactory, including tests covered under 1.02 above. 5. Water quality testing required by discharge permits. 1.04 TRANSMITTAL OF TEST REPORTS Written reports of tests and engineerint_ data furnished by CONTRACTOR for ENGINEER's review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. The testing laboratory retained by the OWNER will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Two (2) copies of each test report will be transmitted to the ENGINEER and one (1) copy to the CONTRACTOR within seven (7) days after each test is completed. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midway Drive Roadway 01450-2 Materials Testing and Water Line Improvements U; SECTION 01555 TRAFFIC REGULATION PART1 GENERAL 1.01 SECTION INCLUDES A. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Larimer County Traffic Regulations, Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority having jurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices. B. Operations on or about traffic areas and provisions for regulating traffic will be subject to the regulation of governmental agencies having jurisdiction over the affected areas. C. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. D. Keep fire hydrants and water control valves free from obstruction and available for use at all times. E. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. 1.02 TRAFFIC CONTROL PLAN A. The Traffic Control Plan is to be used as a guideline for the CONTRACTOR. Adjustments to the approved plan may be required by the OWNER based on actual traffic operation. B. Traffic control shall be provided by the CONTRACTOR. 1.03 FLAGMEN A. Required where necessary to provide for public safety, or the regulation of traffic, or by jurisdictional authorities. B. Shall be properly equipped and certified by ATSSA. 1.04 WARNING SIGNS .AND LIGHTS A. Provide barricades and warning signs for: I. Open trenches and other excavations. 2. Obstructions, such as material piles. equipment (moving or parked), piled embankment. B. Illuminate by means of warning lights all barricades and obstructions from sunset to sunrise. C. Protect roads and driveways by effective barricades on which are placed acceptable Midwav Drive Roadway 01555-1 Traffic Regulation ' V and Water Line Improvements `J warning signs. D. Barricades and warning signs must be acceptable to the ENGINEER. 1.05 PARKING A. The CONTRACTOR shall designate parkin, areas with the approval of the OWNER for the use of all construction workers and others performing work or furnishin.- services in connection with the project so as avoid interference with public traffic. OWNER's operations. or construction activities. 1.06 ROADWAY USAGE BETWEEN OPERATIONS A. At all times when work is not actually in progress. CONTRACTOR shall make passable and shall open to traffic such portions of the project and temporary roadways or portions thereof as may be agreed upon between CONTRACTOR and OWNER and all authorities having jurisdiction over any properties involved. 1.07 WORK AREA SAFETY A. The CONTRACTOR shall maintain a safe work area and protect area residents, motorists, bievelists. pedestrians, and children from work area hazards. B. The CONTRACTOR shall provide all work area safety control devices, such as barricades and safety fence around all excavations and drop-offs. C. Work area safery control devices will not be paid for separately. Cost for this equipment should be included in the unit costs for the work items which will require work area safety control devices. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) R Midway Drive Roadway and Water Line Improvements END OF SECTION 01555-2 Traffic Regulation I I SECTION 01600 MATERIAL, EQUIPMENT AND WORKMANSHIP PART PART1-GENERAL 1.1 DESCRIPTION A. This section addresses the material, equipment, and workmanship needed to complete the installation of the. water main and all associated appurtenances. 1.2 MATERIALS AND EQUIPMENT A. Contractor shall furnish all materials, equipment, labor, and incidentals necessary for the execution, disinfection, testing, and completion of the work. B. All materials and equipment shall be of good quality and new, except as otherwise approved by the Fort Collins/Loveland Water District (District). 1. When requested by the District, the Contractor shall furnish satisfactory evidence (including manufacturer's certification) as to the land and quality of materials and equipment, and their compliance with these specifications. _ a. The District shall test any manufacturer's material it deems necessary. b. It is the Contractor's responsibility to insure the manufacturer's materials supplied meet these specifications. �l 2. Prior to using existing materials; written approval must be obtained from the District. C. All materials and equipment shall be installed and used in accordance with the instructions of the applicable manufacturer, fabricator, supplier or distributor, except as otherwise provided in these specifications. D. The specification of materials and equipment shall be understood to be representative of a r quality of performance, operation and construction acceptable to the District. a. Such requests shall include detailed product literature and a description of benefits which mi<aht be achieved by this substitution. Midway Drive Roadway 01'600-1 Material, Equipment and Workmanship and Water Line Improvements u E. In approving materials or equipment for installation, the District assumes no responsibility for injury or claims resulting from failure of the materials or equipment to comply with the applicable National, State, and local safety codes or requirements, or the safety requirements of a recognized agency; or failure due to fault\, design concepts, or defective workmanship. Midway Drive Roadway and Water Line Improvements END OF SECTION 01600-2 Material, Equipment and Workmanship t `tilztpz �P lay ;aloanl ADDENDUM No 2 6069 Roadway and Waterline Improvements at Midway Drive CONTRACT DOCUMENTS Description of Bid 6069 Roadway and Waterline Improvements at Midway Drive OPENING DATE 3 00 P M (Our Clock) October 2, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made CHANGE 1 On Sheet 5/C4 of the construction plans, the Plan View in Detail 7/7(Air Release Valve) should show one (1) valve, not two (2) valves Also, change all references to an "Air Release Valve" or "Blow Off Valve" at Station 15+08 5 on Sheet 4/02 of the Construction Plans to read "Combination Air Release and Vacuum Valve" Per Addendum Number 1, the size of this valve shall be 2 inches 2 The Bid Schedule in Specification Section 00525 — Page 4 is revised to add a new line item (# 20) for the installation of a new 15" CMP at the driveway to the existing Ihouse, which is shown on Sheet 3/02 The revised Bid Schedule is attached 3 Add the following paragraph to Specification Section 01270 — Measurement and Payment regarding the new 15" CMP and Flared End Sections 20 15" CMP with Flared End Sections The measurement for payment of the 15" CMP shall be the actual number of linear feet of pipe installed, completed in place, measured along the centerline of the pipe The unit price bid per linear foot of pipe shall include all of the CONTRACTOR'S costs of whatsoever nature required for constructing the specific pipeline The price bid shall include furnishing, transporting, and installing all pipe and materials, adjusting location of existing small utilities, valves, tapping and/or connecting to pipes or structures, and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents, and jointing materials including 0-rings, gaskets, bolts, concrete encasement, concrete collars, connecting bands, flared end sections and other miscellaneous items as required to construct the specific pipeline, removal of surfacing materials, excavation including exploratory excavation, constructing the specific bedding including the furnishing, placing, and compacting of materials as required for bedding, protective coatings or wrapping, method of backfill and compaction as specified, trench supporting, protection of aboveground and underground utilities and service connections, disposal of debris, disposal of pipe, excess excavated material, and damaged materials, inspection, and, all other related and necessary materials, work, and equipment required to construct a complete operable pipeline in accordance with the Drawings and Specifications and as implied by the Contract Documents Pay Item Pay Unit 15" CMP with Flared End Sections Linear Foot Please contact John D Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions a regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BIDIQUOTE STATING THAT THIS ADDENDUM HAS BEEN RECE IVED 215 North Mason Street • 2"° Floor • P 0 Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 snvsv fceov coin will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. ` 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the — place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and u authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for' the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud,,, publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made — available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the`J Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. u 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any,.,, and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to'7 disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if. OWNER believes that it would not be in the best interest of the Project — to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability`) or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum.' 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 12/03 Section 00100 Page 6 SECTION 01635 — SUBSTITUTIONS AND PRODUCT OPTIONS U PART GENERAL 1.01 SECTION INCLUDES A. Description 1. This section describes the procedure required by the CONTRACTOR for product substitutions. v 3. Requests for Substitution: r, a. Base all bids on materials, equipment and procedures specified. b. Certain types of equipment and kinds of material are described in ; specifications by means of trade names and catalog numbers, and/or manufacturer's names. Where this occurs, it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated. C. Other types of equipment and kinds of material may be acceptable to the OWNER and ENGINEER. d. Types of equipment kinds of material and methods of construction, y if not specifically indicated must be approved in writin.,, by ENGINEER and the OWNER. 3. Submission of Requests for Substitution: a. After Notice to Proceed, the OWNER/ENGINEER will consider written requests for substitutions of products, materials, systems or other items. b. The ENGINEER reserves the right to require substitute items to comply color and pattern -wise with base specified items, if necessary to secure "design intent". C. Submit six (6) copies of request for substitution. Include in request: 1) Complete data substantiating compliance of proposed u substitute with Contract Documents. 2) For products: i. Product identification. including manufacturer's name. ii. Manufacturei's literature. marked to indicate r specific model, type, size, and options to be u Midwav Drive Roadwav 01635-1 Substitutions and and Water Line Improvements Product Options P L' considered: Product description: performance and test data: reference standards; difference in power demand, dimensional differences for specified unit. iii. Name and address of similar projects on which product was used. date of installation, and field performance data. 3) For construction methods: i. Detailed description of proposed method. it. Drawings illustrating methods. 4) Itemized comparison of proposed substitution with product or method specified. 5) Data relating to changes in construction schedule. 6) Relation to separate contracts. 7) Accurate cost data on proposed substitution in comparison with product or method specified. d. In making request for substitution, or in using an approved substitute item, Supplier/Manufacturer represents: 1) He has personally investigated proposed product or method, and has determined that it is equal or superior in all respects to that specified and that it will perform function for which it is intended. 2) He will provide same guarantee for substitute item as for product or method specified. 3) He will coordinate installation of accepted substitution into work, to include building modifications if necessary. making such changes as may be required for work to be complete in all aspects. 4) He waives all claims for additional costs related to substitution which subsequently become apparent. 4. Substitutions: a. Request sufficiently in advance to avoid delay in construction. Midwav Drive Roadwav 0 163 5-2 and Water Line Improvements Substitutions and Product Options 5. CONTRACTOR's Option: a. For products specified only by reference standards, select any product meeting standards by any manufacturer. indicate selected type in submission. b. For products specified by naming several products or manufacturers, select any product and manufacturer named, indicate selected type in submission. C. For products specified by naming one or more products_ but indicating option of selecting equivalent products by stating "or equivalent" after specified product. CONTRACTOR must submit request, as required for substitution, for any product not specifically named. 6. Rejection of Substitution or Optional Item: a. Substitutions and/or options will not be considered if: I) They are indicated or implied on shop drawings, or project data submittals. without formal request submitted in accordance with this section. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midwav Drive Roadwav 01635-3 Substitutions and and Water Line Improvements Product Options KE M" THIS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway 01635-4 and Water Line Improvements Substitutions and Product Options SECTION 01650 MATERIAL DELIVERY, STORAGE, AND HANDLING PART1 GENERAL 1.01 SECTION INCLUDES A. Equipment, products and materials shall be shipped, handled, stored. and installed in ways which will prevent damage to the items. Damaged items will not be permitted as part of the work except in cases of minor damage that have been satisfactorily repaired and are acceptable to the ENGINEER. B. Pipe: Pipe and appurtenances shall be handled, stored, and installed as recommended by the manufacturer. Pipes with paint, tape coatines, linings or the like shall be stored to protect the coating or lining from physical damage or other deterioration. Pipe shipped with interior bracing shall have the bracing removed only when recommended by the pipe manufacturer. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) Midway Drive Roadway 01650-1 Material Deliver,, and Water Line Improvements Storage, and Handling END OF SECTION THIS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway and Water Line Improvements 01650-2 Material Delivery. Storage, and Handling SECTION 01656 DISINFECTION OF DOMESTIC WATER LINES PART 1-GENERAL 1.1 DESCRIPTION A. This section addresses the filling and disinfection of potable water distribution lines. B. The Contractor is responsible for the disinfection and testing of water lines. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. Reference the Forwards to AWWA B300 and AWWA C65 1. B. Hvpochlorites should be handled with extreme care. PART 2-PRODUCTS 2.1 MATERIALS A. Hypochlorite. 1. Reference AWWA B300. B. Adhesive. 1. Any adhesive used to adhere hypochlorite tablets to the interior of the pipe shall be a food grade adhesive, which has received US Drug Administration approval for uses that may involve contact with edible products. PART 3- EXECUTION 3.1 GENERAL A. The Contractor, with District approval, shall satisfactorily disinfect and flush new water lines prior to placing them in service, in accordance with AWWA C65 1. B. Filling pipe. Midway Drive Roadway 01656-1 Disinfection of Domestic Water Lines and Water Line Improvements �g .mod I . The Contractor shall operate existing valves to fill the pipe; open air blow - offs; and hydrants. District personnel shall witness testing and operation. Where permanent air vents are not available. the Contractor shall install corporation stops at high points in the water line, in order to evacuate air. a. All corporation stops, which were installed to facilitate evacuation of air from the water main, shall be removed and plugged after the water main is filled, and prior to pressure testing. 3.2 PRELIMINARY FLUSHING A. Preliminary flushing shall not be performed if the tablet or granular method of disinfection is approved by the District. B. The pipelines shall be flushed at a minimum velocity of 2.5 fdsec., in order to remove foreign material prior to disinfection. 3.3 METHODS A. General. 1. The District Shall: a. Review and approve the disinfection method proposed by the contractor. b. Sample and test water from the pipe system extremities until clear. potable water is obtained. 2. The Contractor Shall: a. Propose the method of chlorination b. Properly dispose of flushed water c. Reimburse the District for all costs associated with obtaining water samples for potable water testing. B. Tablet/Granular method. 1. The tablet method consists of placing calcium hvpochlorite granules and tablets in the water main during construction, and filling the main with potable water when installation is completed. Midway Drive Roadway 01656-2 Disinfection of Domestic Water Lines and Water Line Improvements L`�J a. The tablet method shall not be used if trench water or foreign material has entered the water line, or if the water temperature is below forty- one degrees Fahrenheit (5o Q. i. if trench water or foreign material has entered the water line, or if the water temperature is below forty-one degrees Fahrenheit, the continuous -feed method of chlorination shall be used. b. The tablet method shall not be used for extensions which are over 1000 feet in length, or for water lines which are larger than 12-inches in diameter, without prior permission of the District. C. During construction, calcium hypochlorite tablet/ granules shall be placed at the upstream end of the first section of pipe, at the upstream end of each branch main, and in each section of pipe. i. The quantity of granules used shall be as shown in Table 1, AWWA C651. d. During construction, 5-gram calcium hypochlorite tablets shall be placed in each section of pipe, hydrant, hydrant lateral, and other appurtenances. i. The quantity of tablets used shall be as shown in Table 2, AWWA C651. e. Tablets and granules shall be placed in sufficient number and amount to produce a minimum chlorine concentration in the treated water of 50 milligrams per liter. f. Tablets shall be attached with an approved adhesive, and shall be on the top of the interior of the pipe in such a manner that there is no adhesive on the tablet except on the broad side of the tablet next to the pipe surface. i. Reference paragraph 2.1 .B. 0. Introduce water into the pipes at a velocity no greater than 1 ft. /sec. h. The chlorinated water shall be retained in the lines for a minimum of 48 hours. at which time the treated water must contain no less than 25 milligrams per liter of chlorine throughout the entire length of the main. The chlorinated water shalt be flushed within five (5) days unless otherwise approved by the District. Midway Drive Roadway 01656-5 Disinfection of Domestic Water Lines — and Water Line Improvements I aC. Continuous -feed method The continuous -feed method ofdisinfecting water mains consists of placing calcium hypochlorite granules in the main during construction. completely filling the main to remove all air pockets, flushing the completed main to remove the particulates, and filling the main with potable water chlorinated so that after a 24 hour holding period in the main, there will be a free chlorine residual of not less than 10 milligrams per liter. a. Calcium hypochlorite granules shall be placed in the pipe sections durinL construction. i. Reference Section 3.3.13.1.c. b. Prior to being chlorinated, the main shall be filled to eliminate air pockets, and shall be flushed to remove particulates. The flushing - velocity shall not be less than 2.5 feet per second. i. Reference Section 3.2 and AWWA C65 1. C. Chlorinated water shall be introduced into the water lines at a point approved by the District at a constant, measured rate so that the chlorine concentration is maintained at a minimum of 25 milligrams per liter of free chlorine. The entire main shall be filled with the chlorine solution. ii. Reference Table 4 of AVdWA C65 1. iii. Prior to and during the disinfection process, valves shall be positioned so that the chlorine solution in the newly constructed main will not flow into water mains in active service. d. The chlorinated water shall be retained in the main for a minimum of 24 hours, at which time the treated water in all portions of the main shall have a free residual of not Tess than 10 milli«rams per liter. 3.4 FINAL FLUSHING A. After the applicable retention period, the heavily chlorinated water shall be flushed from the water lines until the chlorine measurements show that the concentration in the water leaving the main is no higher than that generally prevailing in the system, or is less than 1 milligram per liter. The Contractor shall be responsible for all necessary permits and to ensure that no environmental Midway Drive Roadway 01656-4 Disinfection of Domestic Water Lines and Water Line Improvements 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4, OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for- the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. 9 12/03 Section 00100 Page 7 damage occurs. 1. Reference Appendix B of AWWA C65 1. for a list of neutralizing chemicals. 3.5 BACTERIOLOGICAL TESTS A The District shall coordinate sampling from the pipeline after final flushing and pressure testing, but prior to placing water lines in service, to test for bacteriological quality to show the absence of coliform and heterotrophic organisms. 1. The District shall be Riven a minimum of 48 hours advance notice, prior to collecting samples. 2. Samples may only be taken Monday — Thursday, exclusive of weekends and holidays. B. The number. and location of samples, shall be determined by the District based upon AWWA C651. 3.6 REPETITION OF PROCEDURE A. If the initial disinfection fails to produce satisfactory samples, the main shall be re -flushed and re -sampled. If the samples are still not satisfactory. the main shall be re -chlorinated by the continuous -feed method of chlorination until satisfactory results are obtained. B. if the residual is less than 25 milligrams per liter, the water lines shall be re - chlorinated by the continuous -feed method of chlorination and retested. END OF SECTION Midway Drive Roadway 01656-5 Disinfection of Domestic Water Lines and Water Line Improvements u u IJ N Midway Drive Roadway O] 656-6 Disinfection of Domestic Water Lines and Water Line Improvements A SECTION 01666 TESTING PIPING SYSTEM PART 1-GENERAL 1.1 DESCRIPTION A. This section addresses the hydrostatic testing of water distribution lines and services. B. All appurtenances. including services, shall be tested with the main. C. Once the pipeline has been filled and disinfected, and backfilling has been completed and approved, a pressure test shall be conducted. 1. The contractor shall provide all equipment and personnel to perform the hydrostatic test. a. Test equipment shall be able to maintain a continuous internal pipe pressure of 150 psi and accurately measure leakage over a two (2) hour minimum test period. b. The maximum allowable pressure gauge increment shall be -5 psi. C. A water meter shall be used to measure the amount of water used in pressurizing the system. 2. The District will record times. leakage readings and pressure over the test period. D. Testing shall not occur until at least seven (7) days have elapsed since the last concrete thrust restraint was cast, or until a minimum compressive strength of 2500 psi is achieved. > . Testing shall not occur until after the pipeline has been chlorinated and flushed. F. The pipe shall remain filled with water for a minimum of 48 hours prior to the hydrostatic pressure test. Chlorinated water for disinfection shall be flushed within five (5) days unless otherwise approved by the District. G. unless otherwise approved by the District. the hydrostatic pressure test shall be performed against all valves within the new piping system; including connections to existing facilities. Midway Drive Roadway 01666-1 Testing piping System and Water Line Improvements 1.2 HYDROSTATIC PRESSURE TEST A. "Leakage" is the quantity of water that must be supplied into the newly laid pipe, or any valved section thereof to maintain a pressure of 150 psi, after the air has been expelled and the pipe has been filled with water. B. Test pressure. 1. For ductile iron pipe and PVC pipe, the minimum test pressure shall be 150 psi. =. A pressure of 150 psi shall be maintained for a minimum of two (2) hours. C. The maximum allowable leakage for each test section of ductile iron pipe, and PVC pipe is determined by the following formula: where: L SD(P) � 133,200 L = maximum allowable leakage. in g-allons_ S = Length of pipe tested, in feet. D = nominal pipe diameter, in inches. P = average test pressure during the leakage test, in psi. 1. Reference AWR'.A C600. D. Testine and Leakage. 1. Unless prior permission is given by the District, a test section shall not be any longer than the length of pipe between adjacent line valves. 2. Testing through fire hydrants shall not be allowed, unless approved by the District Representative. 3. The contractor shall provide certification of meter accuracy. 1.3 PASSING A. ]f the tests disclose leakage greater than that specified. the defective materials and joints shall be repaired. Midway Drive Roadway 01666-2 Testing Piping System and Water Line Improvements 9 1. The tests shall be repeated until the leakage is less than the maximum allowed. B. With the exception of obvious leaks, passing of the pressure test shall be on the basis of maximum allowable leakage per section tested. C. All visible leaks shall be repaired regardless of maximum allowable leakage. END OF SECTION Midway Drive Roadway 01666-3 Testing Piping System and Water Line Improvements C SECTION 01710 SITE CONDITIONS PARTI GENERAL 1.01 SECTION INCLUDES A. General: The CONTRACTOR acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site: handling, storaee, and disposal of materials: availability ofwater, electricity and roads: uncertainties of weather. river stages, water flow rates and levels in irrigation ditches and canals or similar physical conditions at the site: the conformation and conditions of the ground: the equipment and facilities needed preliminary to and during the execution of the work: and all other matters which can in any way affect the work or the cost thereof under this Contract. 2. The CONTRACTOR further acknowledges that he has satisfied himself as to the character, qualip° and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the OWNER or included in these Documents. Failure by the CONTRACTOR to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performin, the work. 3. The CONTRACTOR warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the OWNER. The OWNER assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibilitN therefore is assumed by the OWNER. PART2 PRODUCTS 2.01 INFORMATION ON SITE CONDITIONS A. Any information obtained by the ENGINEER regarding site conditions, subsurface information, groundwater elevations_ existing construction of site facilities, and similar data will be available for inspection, as applicable, at the office of the ENGINEER upon request. Such information is offered as supplementary information only. Neither the ENGINEER nor the OWNER assumes any responsibility for the completeness or interpretation of such supplementary information. Differing Subsurface Conditions: a. In the event that the subsurface or latent physical conditions are found Midway Drive Roadway 01710-1 Site Conditions and Water Line Improvements materially different from those indicated in these Documents. and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents- the CONTRACTOR shall promptly, and before such conditions are disturbed, notify the ENGINEER in writine ofsuch chanced conditions. b. The ENGINEER will investigate such conditions promptly and following this investigation, the CONTRACTOR shall proceed with the work. unless otherwise instructed by the ENGINEER. If the ENGINEER finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work, the ENGINEER will recommend to the OWNER the amount of adjustment in cost and time he considers reasonable. The OWNER will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion. 2. Underground Utilities: a. Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans, however, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the CONTRACTOR only, and no responsibility is assumed by either the OWNER or the ENGINEER for their accuracy or completeness. PART 3 EXECUTION 3.01 GENERAL A. Where the CONTRACTOR's operations could cause damage or inconvenience to raiN av, telegraph. telephone, television, oil, gas, electricity, water, sewer, or irrigation systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the CONTRACTOR. B. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been --ranted, locate, expose, and provide temporary support for all existing underground utilities. C. The CONTRACTOR shall protect all utility poles from damage. If interfering power poles, telephone poles, guy wires, or anchors are encountered, notify the ENGINEER and the appropriate utility companv at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. D. The CONTRACTOR shall be solely and directly responsible to the owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits_ Midway Drive Roadway 01710-2 Site Conditions and Water Line Improvements 9 actions, or claims of any character brought because ofany injuries or damage which may result from the construction operations under this Contract. E. Neither the OWNER nor its officers or agents shall be responsible to the CONTRACTOR for damages as a result of the CONTRACTOR's failure to protect utilities encountered in the work. -F. If the CONTRACTOR while performing the Contract discovers utility facilities not identified in the Drawings or Specifications, he shall immediately notify the OWNER, utility. and the ENGINEER in writing. G. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. H. The CONTRACTOR shall replace, at his own expense, any and all other existing utilities or structures removed of damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the ENGINEER. 3.02 INTERFERING STRUCTURES A. The CONTRACTOR shall take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot be guaranteed, and it is presented simply as a guideto avoid known possible difficulties. 3.03 FIELD RELOCATION A. During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the ENGINEER. If existing structures are encountered that prevent the construction. and that are not properly shown on the Drawings, notify the ENGINEER before continuing with the construction in order that the ENGINEER may make such field revision as necessary to avoid conflict with the existing structures. Ifthe CONTRACTOR shall fail to so notify the ENGINEER when an existing structure is encountered, and shall proceed with the construction despite the interference, he shall do so at his own risk. 3.04 EASEMENTS A. Where portions of the work are located on public or private property, easements and permits will be obtained b_y the OWNER. Easements will provide for the use of the property for construction purposes to the extent indicated on the easements. Copies of these easements and permits are available upon request to the OWNER. It shall be the CONTRACTOR's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement. The CONTRACTOR shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required. Any damage to property. either inside or outside the limits of the easements provided by the OWNER, shall be the responsibility of the Midway Drive Roadway 01710-3 Site Conditions and Water Line Improvements E CONTRACTOR as specified herein. The CONTRACTOR shall remove. protect, and replace all fences or other items encountered on public or private property. Before final_ payment will be authorized by the ENGINEER. the CONTRACTOR will be required to furnish the OWNER with written releases from property owners or public agencies where side agreements or special easements have been made by the CONTRACTOR or where the CONTRACTOR's operations, for amp reason, have not been kept within the construction right-of-way obtained by the OWNER. B. It is anticipated that the required easements and permits will be obtained before construction is started. However. should the procurement of any easement or permit be delayed, the CONTRACTOR shall schedule and perform the work around these areas until such a time as the easement or permit has been secured. 3.05 LAND MONUMENTS A. The CONTRACTOR shall notify the ENGINEER of any existing Federal. State, City. County. and private land monuments encountered. Private monuments shall be preserved. or replaced by a licensed surveyoratthe CONTRACTOR'sexpense. When Government monuments are encountered, the CONTRACTOR shall notify the ENGINEER at least two (2) weeks in advance of the proposed construction in order that the ENGINEER will have ample opportunity to notify the proper authority and reference these monuments for later replacement. END OF SECTION Midway Drive Roadway 01710-4 Site Conditions and Water Line Improvements Al SECTION 01715 TREE, LANDSCAPE, VEGETATION, AND WETLAND PROTECTION PARTI GENERAL 1.01 SECTION INCLUDES A. The work for this section consists of protecting existing trees. landscape, wetlands and adjacent vegetation. The CONTRACTOR must take special care to avoid damaging existing trees and vegetation in areas that do not need to be disturbed to complete construction. PART 2 PRODUCTS (Not Applicable) PART EXECUTION 3.01 SUBMITTAL REQUIREMENTS A. The CONTRACTOR shall submit a plan for on -site haul of materials, prior to construction. The plans shall include points of access to and from the site and shall show a workable system of on -site haul routes that protect existing landscaped and wetland areas. This plan shall be submitted to the ENGINEER for his review and comment prior to the commencement of any work. The plan will be discussed with the CONTRACTOR to insure protection of existing vegetation, but the ENGINEER shalt not dictate haul routes or construction methods to the CONTRACTOR. Note that the Natural Resources Department max, dictate haul routes within the city designated Natural area. 3.02 CONSTRUCTION REQUIREMENTS A. Protected areas will be marked in the field, one time, by the OWNER and ENGINEER. No access of construction vehicles or workers on foot is permitted through protected areas. No material shall be stockpiled; no equipment shall be parked or repaired within these areas. B. Trees and vegetation to be saved that do not fall within the limits of protected areas shall be marked one time in the field by the OWNER and ENGINEER. The CONTRACTOR shall erect fencing if there is risk of damage caused by construction operations. Vehicular and pedestrian traffic shall be limited to performing work in areas marked. Throush traffic, and stock piling of equipment and materials are not permitted within marked areas. C. No construction roads are to be created within the drop lines of any trees or other vegetation designated to be saved without approval of the ENGINEER. D. All trees which will be preserved, but are within the limits of construction, must be protected from all damage associated with construction. A sturdy, physical barrier (florescent orange in color) must be feed in place around each tree for the duration of construction. This harrier wil I be placed no closer than 6 feet from the trunk, or the drip line, whichever is greater. The barrier itself must be fixed so it cannot be moved easily, but the material can be flexible, such as orange snow fence attached to T-posts driven into the ground, and must act as an effective deterrent to deliberate or accidental damage Midwav Drive Roadway 01715-1 and Water Line Improvements Tree, Landscape, Vegetation, and Wetland Protection OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. J 21.0 RETAINAGE. J Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement, kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your^ authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self-. addressed, self -stamped envelope and a Bid tally will be mailed to you.;; Bid results will be posted in the Purchasing office seven (7) days after � the Bid Opening. END OF SECTION u 12/03 Section 00100 Page 6 of each tree. Actual materials and location of barrier must be approved by the OWNER's representatives (i.e. Utilities and City Forester) and ENGINEER.The cost of these tree protection measures are to be borne solely by the CONTRACTOR. E. The movement or storage of equipment. material, debris, or fill within these required protective barriers is completely prohibited. F. Any trees damaged during construction shall be immediately repaired by an approved tree surgeon. Any treejudged by the ENGIN EER to be damaged beyond repair shal I be removed at the CONTRACTOR's expense. For each tree erroneously removed or damaged beyond repair. an assessment shall be immediately withheld from the CONTRACTOR's progress payments. This assessment shall be equal to the value ofthe tree prior to damage. This assessment shall be determined by a tree appraiser, selected by the OWNER and paid for by the CONTRACTOR. The cost for hiring the appraiser shall also be withheld from the CONTRACTOWs progress payments. In addition to the paying of the assessment, the CONTRACTOR shall replace each damaged tree per OWNER'S standards for tree mitigation. G. The CONTRACTOR shall pay an assessment if he disturbs any grasses, shrubs and/or cattails located within the protected areas. The assessment shall not exceed one dollar ($1.00) per square foot of disturbance. and will be immediately withheld from the CONTRACTOR's progress payments. In addition to the paying of the assessment, the damaged vegetation shall be replaced with an equal value per square foot of damage. Replacements shall be planted in accordance with the provisions outlined in these Specifications. Damaged wetland areas shall be replaced and then seeded with a wetland seed mix in accordance with these Specifications or as directed by the ENGINEER. END OF SECTION Midway Drive Roadway 01715-2) Tree. Landscape, Vegetation. and Water Line Improvements and Wetland Protection �J S.A u CI L SECTION 01720 FIELD ENGINEERING .AND SURNTEN71NG PART GENERAL 1.01 SECTION INCLUDES A. Surveying: The OWNER will provide construction surveying for the project. City Survey Crews will perform the surveying required. 2. The CONTRACTOR must submit a survev request form to the City Surveyors a minimum of48 hours prior to needing surveving. 3. If the requested surveying cannot be accomplished in the time frame requested by the CONTRACTOR, the survey personnel shall notify the CONTRACTOR with the date on which the requested work will be completed. 4. Should a sudden change in the CONTRACTOR's operations or schedule require the survey personnel to work overtime, the CONTRACTOR shall pay the additional overtime expense. 5. The CONTRACTOR shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes. the CONTRACTOR is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The CONTRACTOR will be responsible for the cost of restaking construction stakes and for the cost of reestablishing a destroved monument. 6. The CONTRACTOR shall be responsible for transferring the information from the construction staked to any necessary forms and for eonstruetim all pipelines, drainage ways, pavements, inlets. walls. and other structures in accordance with the information on the stakes and grade sheets supplied by the OWNER. B. Supervision: The CONTRACTOR shall have supervision. knowledge of the project requirements and proper installation. and construction procedures, available in the field at all times that work is progressing. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midway Drive Roadway 01720-1 and Water Line Improvements Field Engineering and Surveying THIS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway 01720-2 Ficld Engineering and Water Line Improvements and Surveying N I SECTION 01745 ENVIRONMENTAL CONTROLS PARTI GENERAL 1.01 SECTION INCLUDES A. The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. PART PRODUCTS 2.01 MATERIALS A. Dust Control: Dust control agents may be necessary in addition to wetting down with water. Dust control agents may be used only after prior approval by the OWNER. PART EXECUTION 3.01 Dust Control Application: A. The CONTRACTOR shall execute work by methods to minimize raising dust from construction operations. B. The CONTRACTOR shall provide and apply dust control at all times, including evenings. holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non -approved chemicals, oil. or similar palliatives will not be allowed. Dust control agents may be used only after prior approval of the OWNER. The CONTRACTOR shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. C. The OWNER will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the OWNER. The CONTRACTOR shall be expected to maintain dust control measures effectively whether the OWNER or ENGINEER specifically orders such Work. 3.02 PRESERVATION OF NATURAL FEATURES A. Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. 3.03 HOUSEKEEPING A. Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools. and materials in a manner that does not present a hazard. Midway Drive Roadwav 01745-1 and Water Line Improvements Environmental Controls S, ;.04 bnmediately remove all rubbish. Do not allow rubbish to accumulate. Provide on - site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. DISPOSAL u A. Disposal of Waste (Unsuitable) Materials: All material determined by the ENGINEER to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally, at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for dump fees, permits, etc., to be borne by the CONTRACTOR. u B. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul away contents such that no overflow exists. C. Excess excavation shall become the property of the CONTRACTOR and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete. D. The CONTRACTOR is to immediately inform ENGINEER of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. _ 3.05 BURNING A. No burning of debris will be permitted. 3.06 WATER CONTROL A. The project work is located within a natural drainage course is subject to periodic flooding due to rainfall and snowmelt, flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other ground water sources. Refer to Section 02240 for Water Control and Dewatering requirements. u 3.07 NOISE CONTROL A. All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The CONTRACTOR shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels. Noise level monitoring shall be performed by the CONTRACTOR as necessary to show that the permitted levels are — notbeine exceeded. 3.O8 PERMITS A. All work must be performed in accordance with all applicable regulatory permits. It shall be the responsibility of the CONTRACTOR to obtain a Groundwater Discharge (402) Permit from the Colorado Department of Public Health and Environment for any dewatering operations that will be discharged into any JI Midway Drive Roadway 01745-2 Environmental Controls u and Water Line Improvements tJ drainageways. open channels, or irrigation ditches. The CONTRACTOR shall be responsible for any testing required under the 402 Permit. It shall also be the responsihility of the CONTRACTOR to apply for and obtain a State of Colorado Stormwater Discharge Permit. All costs for this permit shall be the responsibility of the CONTRACTOR. B. The OWNER will obtain the following permits: • (None) C. It shall be the responsibility of the CONTRACTOR to prepare and obtain an approved Erosion and Sediment Control Plan from the OWNER. The CONTRACTOR must obtain all other applicable permits. END OF SECTION Midway Drive Roadway 01745-3 Environmental Controls and Water Line improvements THUS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway 01745-4 Environmental Controls and Water Line Improvements n SECTION 01780 CONTRACT CLOSEOUT PARTI GENERAL 1.01 SECTION INCLUDES A. The following project closeout procedure defines the responsibilities of the CONTRACTOR. OWNER. and ENGINEER in closing the project: Step 1: CONTRACTOR advises the ENGINEER in writing that he has reached "Substantial Completion" and provides a list of items to be completed or corrected. Closeout may be conducted by areas or portions of the work if requested by the OWN Step 2: ENGINEER inspects the work to determine if it is substantially complete, and issues a Certificate of Substantial Completion plus a "Punch List" of items to be completed or corrected. Substantial Completion - Definition 1. Reference General Conditions, Substantial Completion Step 3: CONTRACTOR completes and/or corrects all punch list items and notifies the ENGINEER in writing that his work is ready for final inspection. At this time, a final application for payment is submitted. Step 4: ENGINEER makes final inspection. When the work is found to be acceptable under the Contract Documents. and the Contract fully performed, the a ENGINEER will issue a final Certificate for Payment. B. Final Paperwork: Prior to Final Payment and Acceptance, the CONTRACTOR shall deliver the followins; items to the ENGINEER: 1. CONTRACTOR's Two -Year Correction Period. 2. All Guarantees, Warranties and Submittals, as specified. 3. Receipts for Extra Materials Delivered to the OWNER. 4. Final Application for Payment. 5. Consent of Suretv to Final Payment. 6. CONTRACTOR's Affidavit of Release of Liens. 7. Releases from Property Owners for Special Easements. 8. Project Record Documents. Midway Drive Roadwav 01780-1 Contract Closeout and Water Line Improvements 9. Red -lined as -built drawings (a.k.a. "Drawings of Record" or "Record Drawings"). C. Definition for Substantial Completion I. All ofthe following work must be complete: a. Final cul de sac, road. and swale grading completed, and roadwork accepted and approved by Larimer County. b. Ei<_ht-inch water line and all valves. taps, tees, and hydrants installed, tested, and accepted and approved by the Water District. D. Definition for Final Completion 1. All Work must be complete for Final Completion. PART PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION Midway Drive Roadway 01780-2 Contract Closeout and Water Line Improvements DIVISION 2 — SITE WORK SECTION 02221 SECTION 02230 SECTION 02240 SECTION 02315 SECTION 02370 SECTION 02622 SECTION 02641 SECTION 02644 SECTION 02646 SECTION 02710 SECTION 02713 SECTION 02740 SECTION 02820 Midway Drive Roadway and \dater Line Improvements TRENCHING BACKFILLING AND COMPACTING* CLEARING AND GRUBBING WATER CONTROL AND DEWATERING EXCAVATION AND EMBANKMENT EROSION AND SEDIMENT CONTROL PLASTIC PRESSURE PIPE* VALVES* FIRE HYDRANTS* SERVICE LINES AND APPURTENANCES* AGGREGATE BASE WATER DISTRIBUTION SYSTEM* ASPHALT PAVEMENT FENCES u 0 A SECTION 00300 BID FORM t L?J I I u. I A Y'f J L4 K l 0 i U SECTION 02221 TRENCHING, BACKFILLING AND COMPACTING PARTI-GENERAL 1.1 DESCRIPTION A. This section addresses excavation and trenching: including subsurface drainage, dewatering, preparation of sub grades, pipe bedding. back -filling, compacting, and finish grading for underground pipelines, service lines and appurtenances. � B. Reference the "Standard Trench and Bedding Detail" in the Drawings. V 1.2 QUALITY ASSURANCE A. Soil compaction tests shall be performed in accordance with: 1. ASTM D 2922 - Standard Test Methods for Density of Soil and Soil -Aggregate _ in Place by Nuclear Methods. 2. ASTM D 1556 - Standard Test Methods for Density of Soil in Place by the Sand -Cone Method. B. Construction Staking. 1. Construction staking shall be performed under the supervision of a licensed land surveyor. 2. All survev notes and construction staking notes shall be entered into bound, bard cover field books. I Adequate staking shall be provided to establish acceptable horizontal and vertical control 4. Offsets shall be staked so that vertical and horizontal alignment may be checked. 5. All survey data, which is developed by the Contractor or the Design Engineer in performing surveys which are required by the work, shall be available to the District for examination and reproduction throughout the construction period. 1.3 JOB CONDITIONS A. Drainase and Groundwater. l . Contractor shall obtain all necessary permits prior to starting dewatering operations. a. if groundwater will be discharged into an irrigation ditch, pond, stream or waterway, or will drain to an irrigation ditch, pond stream or waterway, a Colorado Department of Health dewatering permit will be required Midway Drive Roadway 02221-1 Trenching, Backfil ling, and Compacting and Water Line Improvements u R b. Permit applications may take up to 30 days to be reviewed by the Colorado Department of Health. C. Contractor is required to complete and process the Discharge Monitorin- Report (DMR) that is typically a part of the dewatering permit. d. Upon finishing the work. the Contractor shall be responsible for completing a Colorado Department of Health Discharge Termination Notice. 2. Water that is encountered in the trench shall be removed to the extent necessary: a. provide firm sub grade- b. permit connections to be made in dry, conditions. C. prevent the entrance of water into the pipeline. 3. Surface runoff shall be diverted as necessary to keep excavations and trenches free from water during construction. 4. The excavation or trench shall be kept free from water until the structure, or pipe, to be installed therein. is completed to the extent that no damage from hydrostatic pressure. flotation. or other cause will result. 5. The pipe under construction shall not be used for dewatering. B. Sequencing. 1. Pipeline installation shall be performed within 300 linear feet of trench excavation. a. This distance may be amended, with the District's approval, based upon job conditions. 2. Initial trench backfill shall be performed within 300 linear feet of pipeline installation. a. This distance may be amended, with the District's approval, based upon job conditions. 3. Backfill shall be completed, at the end of each day. to the extent that no damage from hydrostatic pressure; floatation. or other cause will result. 4. Where excavation is a hazard to automotive or pedestrian traffic. the amount of open trench and the time duration of that opening is to be minimized. C. Underground Obstructions_ 1. The Design Engineer and/or Contractor shall field verify all Record Drawing information obtained from the District. Midway Drive Roadway " and Water Line Improvements 02221-2 Trenching, Backfilling, and Compacting r 2. Contractor shall notify each Utility Owner and request utilities to be field located by surface reference. a. The request for the location of utilities shall be made a minimum of 48 to trenching or excavation (exclusive of holidays and weekends). 3. The Contractor shall expose and verify the size. location, and elevation of underground utilities and other obstructions, sufficiently in advance of construction to permit changes to be made to the Construction Drawings. a. In the event there is a conflict. the Contractor shall notify the District and the affected utility company. b. In the event there is a conflict, the proposed work may be modified; at the District's discretion. 4. Existing improvements, adjacent property. utilities, trees. and plants that are not to be removed shall be protected from injure or damage resulting from the u Contractors operations. 5. If the Contractor removes any underground obstructions. the following shall apply i. All other underground obstructions shall be replaced as directed by the affected utility. ii. All field drains shall be repaired or replaced to their original condition, or better. 1.4 MAINTENANCE AND CORRECTION A. Contractor shall maintain and repair all trench settlement, resulting from Contractor negligence. which occurs within the one (1) year warraniv period, and make necessary repairs to pavement, sidewalks or other structures which may be damaged as a result of trench settlement. PART 2 - MATERIALS 2.1 STABILIZATION MATERIAL U A. If the existing soil in the trench bottom is judged to be unstable by the District and/or the Contractor. the unstable material shall be removed and replaced with an acceptable stabilization material. I . The over -excavation depth shall be a minimum of six (6) inches. 2. Stabilization material is crusher -run rock. conforming to ASTM D448. or CDOH �357. i� Midway Drive Roadway 02221-3 Trenching. Backfilling, and Compacting and Water Line Improvements 7 Percent Size Passing 2 1 /2" 100 2" 95-100 1" 35-70 1 /2" 10-30 #4 0-5 B. Geosynthetics may be used in conjunction with stabilization material. with the prior written approval of the District. 2.2 BEDDING ZONE MATERIALS A. The bedding zone shall extend from four (4) inches below the invert of the pipe to twelve (12) inches above the pipe. 1. The pipe shall be bedded in granular material extending from four (4) inches below the pipe to four (4) inches above the pipe. 2. Select material shall extend from four (4) inches above the pipe to twelve (12) inches above the pipe. 3. Reference the "Standard Trench and Bedding Detail" in the appendix. B. Granular material shall be a uniformly graded crushed material, conforming to CDOT #67. 1. CDOT 467 Percent Size Passing I" 100 3/4" 90-100 3 1 20-55 #4 0-10 #8 0-5 2. if noted on the Construction Drawings, the granular material may be 1/8" clips conforming_ to CDOT #8. Midway Drive Roadway and Water Line Improvements Percent Size Passing /" 100 3/8" 85-100 #4 10-30 #8 0-10 #16 0-5 02221-4 Trenchina, Backfilling, and Compacting I 3. if noted on the Construction Drawings. the granular material may be sand conforming to ASTM C 33. Percent Size Passing 3/8" 100 #4 70-100 #8 36-93 #16 20-80 430 8-65 #50 2-30 9100 1-10 C. Select soil shall be either trench backfill material (which is free of rocks, clods, stones greater than 1-1/2 inches in any dimension, and which meets the other requirements of trench backfill material), or granular material. 2.3 GROUND WATER BARRIERS A. If compacted soil is used for ground water barriers. it shall meet the following soil classification. 1. SC - clayey sands, sand -clay mixtures. 2. CL - inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty cla-vs. lean clays. 3. CH - inorganic clays of high plasticity, fat clays. B. Concrete used for ground water barriers shall develop a minimum compressive strength of 2,000 psi after twenty eight (28) days. 2.4 TRENCH BACKFILL MATERIAL A. Trench backfill material shall be placed from a point twelve (12) inches above the pipe to twelve (12) inches below the ground surface or to the bottom of the pavement sub grade. whichever is greater. B. Trench backfill material shall be either soil excavated from the trench, or imported soil. 1. Anv soil used for trench backfill. shall be free from frozen matter, stumps. roots. brush. other organic matter, cinders or other corrosive material, debris. and any rocks or stones which are larger than six (6) inches, in any dimension. a. Rocks or stones which are six (6) inches or larger may be used in trench backfill material with prior written approval of the District. 2. If imported soil is used for trench backfill, it shall meet CDOT specifications for Class 91 structural backfill. Percent Size Passing Midway Drive Roadway 02221-5 Trenching. Backfrlling, and Compacting and A'ater Line Improvements 11I #2 100 #4 30-100 950 10-60 #100 5-20 PART 3-EXECUTION 3.1 PREPARATION A. Topsoil shall be stripped from areas which are to be disturbed by construction, and stockpiled. 1. Topsoil shall be segregated from non -organic trench excavation material, and debris. 3.2 TRENCHING A. Trenches shall be excavated by open cut methods, except where boring or tunneling is shown on drawings, or approved by the District. B. Care shall be used when operating mechanical equipment in locations where it may cause damage to trees, buildings, culverts, or other existing property, utilities, or structures above or below ground. C. Mechanical equipment shall be operated in such a manner that the bottom elevation of the trench can be maintained with uniform trench widths and vertical sidewalls of the bedding zone. D. Trench alignment shall be sufficiently accurate to permit pipe to be aligned properly with an eight (8) inch minimum clearance between the pipe and the sidewalls of the trench or trench box. 1. The trench sidewall shall not be undercut in order to obtain clearance. E. Preparation of trench bottom. 1. Trench bottom shall be graded uniformly to provide clearance for each section of pipe. 2. Loose material, water, and foreign objects shall be removed from the trench. 3. The Contractor shall provide a 1 rm sub grade, which is suitable for placement of bedding material. 4. If the trench bottom is judged to be unstable by the District and/or the Contractor, the unstable material shall be removed and replaced with an acceptable stabilization material. Midway Drive Roadway and Water Line Improvements 02221-6 Trenching, Backfilling, and Compacting a. The over -excavation depth shall be a minimum of 6-inches. b. Reference paragraph 2.1. 5. The Contractor shall over -excavate a minimum of six inches below the bottom of the pipe wherever the trench bottom is rock, or other unsuitable material. 6. Over -excavation shall be backfilled and compacted with acceptable Granular Material. a. Reference paragraph 2.2 A. F. Stockpiling excavated materials. 1. Suitable material for backfilling shall be stockpiled in an orderly manner, and stored a minimum of two (2) feet from the edge of the trench. 2. Excess excavated materials not suitable or not required for back6lling shall be disposed of away from the immediate work area. 3. Excavated material shall not be stockpiled against or over existing structures or appurtenances. 3.3 PIPE BEDDING A. Placement and compaction. l . Reference the "Standard Trench and Bedding Detail' in the appendix. 2. Bedding material shall be distributed and graded to provide uniform and continuous support beneath the water main at all points between bell ends, or pipe joints. a. Pipe shall not be supported by the bells. b. A miimum of four (4) inches of bedding shall be placed prior to the installation of the pipe. 3. To prevent lateral displacement, granular bedding material shall be deposited and compacted uniformly and simultaneously on each side of the pipe. a. Bedding material shall not be dropped onto unsupported pipe. 4. Granular beddin,-, material shall be consolidated under and around the pipe. 3.4 GROUND WATER BARRIERS A. Ground water barriers shall be constructed in such a manner as to impede passage of water through bedding material for the full depth of the granular beddime material, and the full width of the trench. 1. Ground water barriers shall be approximately four (4) feet long and spaced not more than four hundred (400) feet apart. Midway Drive Roadway 02221-7 Trenching, Backfillinu, and Compacting and Water Line Improvements 2. Both sides and the bottom of ground water barriers shall be keyed six (6) inches into existing soil, and extend up to original onsite material, or to within one (1) foot of finished grade. 3.5 CLIT-OFF WALLS A. Cut-off walls shall be constructed in such a manner as to impede the passage of water through the bedding material for the full depth of the granular bedding material, and the full width ofthe trench. 3.6 BACKFILLING AND COMPACTION A. All trench backfill shall be compacted. Backfill of pipe and appurtenances and around vaults and valve boxes shall be compacted with equipment and in a manner which is capable of producin<g the required results. B. Backfill material shall be deposited in uniform horizontal lavers which shall not exceed six (6) inches (compacted depth), in all areas, unless otherwise approved by the District. C. Methods and equipment which are appropriate for the backfill of material shall be utilized. 1. Backfill equipment or backfilling methods which may damage the pipe shall not to be used. D. Compaction shall not be performed by jetting or water settling. E. Sheeting removal (if Contractor elects to use sheeting). 1. Do not remove sheeting prior to backfilling. 2. Use effective methods to protect the construction, other structures, utilities and property during the sheeting removal. J. Voids left by sheeting removal shall be filled with dry sand. 4. Unless otherwise approved by the District, sheeting that is left in place shall be cut off at an elevation six (6) feet below finish grade. Topsoil shall be replaced to the depth of stripping over all areas which are to be reseeded. G. Excess excavated material and materials not suitable for back -fill shall be disposed of properly. 3.7 FIELD QUALITY CONTROL A. This section applies to all water lines and appurtenances that are maintained by the District, and located within public right-of-way, or within easements on private property. B. Field moisture/density control. Midway Drive Roadway and Water Line Improvements 02221-8 Trenching. Backfilling, and Compacting I��I 1. Field tests will be conducted to determine compliance of moisture/density requirements in accordance with ASTM D 2922 (Tests for Density of Soil and Soil -.Aggregate In Place by Nuclear Methods). 2. Moisture/density tests are the responsibility of the Contractor, and shall be performed by a private Geotechnical Consultant. a. The method of testing of the compacted material and the validity of the results shall be the responsibility of the Geotechnical Consultant. b. Test results shall be submitted to the District by the Contractor or the Geotechnical Consultant within 24 hours of the test, or by the end of the next working day. i. Copies of the field work sheets are acceptable. c. Summarized test results shall be submitted to the District prior to the initial acceptance of the water system. 3. Moisture/density tests shall be performed at a depth of two (2) feet above the top of the pipe beddin.- and in two (2) foot increments up to the final grade. 4. Moisture/density tests shall be performed at a minimum of two hundred (200) linear feet, as measured along the length of the pipe. or as determined by the District. 5. Moisture/density tests in the vicinity of vaults and valve boxes shall be performed at a maximum of one (1) foot away from the vault sections or valve box. a. Tests shall be performed in random directions from the vault or valve box, on separate lifts. b. A minimum of one (1) test shall be performed for every two (2) feet of backfill material. 6. Moisture/density tests shall be performed below the finished subgrade, and a minimum of one time for each service line installed. unless otherwise specified by the Systems Engineer. 7. All failed test areas shall be re -compacted and retested. B. Compaction shall he to the following minimum densities: (Reference ASTM D 698 or AASHTO T99 unless otherwise indicated). 1. Groundwater barrier material: 95% of maximum density (ASTM D 698). 2. Pipe bedding. a. Compacted granular material: 90% of relative density (ASTM D 42-�3 and D 4254). 3. Bedding zone: 90% of maximum dry density. Midway Drive Roadway 02221-9 Trenching. Backfilling, and Compacting and Water Line Improvements l RI 4. Trench back -fill a. Paved roadways, sidewalks and other areas which are to be paved: 95% of maximum dry density. b. Gravel roadways: 95% of maximum dry density. C. Fields and landscaped areas: 90% of maximum dry density. d. Under footings. foundations or structures: 100% of maximum dry density. e. All other locations: 95% of maximum dry density. C. Moisture content. I . All compacted backfill shall be within of 2% (+/-) of the optimum moisture content of the soil as determined by ASTM D 698. Variances may be requested by submitting a report and recommendation from a private Geotml-mical Consultant accompanied with a letter that specifically ident fies the variance. Submittals should be directed to the Systems Engineer. 2. Water shall be added to the material. or the material shall be harrowed. disked, bladed, or otherwise worked to insure uniform moisture content, as specified. Midway Drive Roadway and Water Line Improvements END OF SECTION 02221-10 Trenching. Backfilline, and Compacting 74 I I I It I �I a L4J I M Fill N SECTION 00300 BID FORM PROJECT.6069 Roadway and Waterline Improvement at Midway Drive Place (LH Constnzticn, inc, Date 10/02/2007 1. In compliance with your Invitation to Bid dated 09/11 20_QZ and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of 5/ of Bid ATowt ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: Mard nts &x±rg_Camaw 2100 Fleur Drive Des hbuys, IA SM 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. 1 through 2 . 7/96 Section 00300 Page 1 SECTION 02230 CLEARING AND GRUBBING y PART1 GENERAL 1.01 SECTION INCLUDES A. This work consists of clearing, grubbing. removing. and disposing of've<etation and debris within the limits of the project site as shown on the Drawings and as required by the Work. Vegetation and objects desigmated to remain shall be preserved free from iniury or defacement. u 1.02 RELATED SECTIONS A. Section 02315 - Excavation and Embankment PART 2 PRODUCTS (Not Applicable) PART EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The OWNER will designate all trees, shrubs, plants, and other objects to remain. Anv object that is designated to remain and is dama,ed shall be repaired or replaced as directed by the OWNER. at the CONTRACTOR's expense. ClearinL,. and grubbing shall extend to the toe of fill or the top of cut slopes, unless otherwise designated. All surface objects, trees, stumps, roots, and other protruding obstructions not designated to remain shall be cleared and gruhbed, including mowing. as required. Undisturbed stumps. roots, and nonperishable solid objects located two feet or more below suberade or embankment slope may remain in place. In areas to be rounded at the tops of backslopes, stumps shall be removed to at least two feet below the surface of the final slope line. Except in areas to be excavated, all holes resulting from the removal of obstructions shall be backfilled with suitable material and compacted in accordance with Section 0231�. No material or debris shall be disposed of within the project limits. All cleared timber shall he removed from the project and shall become the property of the CONTRACTOR. All trimminL shall be done in accordance with eood tree surgery practices. The maximum tree diameter included for removal in this section shall be 12 inches. The CONTRACTOR shall scalp the areas within the excavation or embankment grading limits. Scalping shall include the removal from the ground surface of sawdust and other ve,etation matter. END OF SECTION Midway Drive Roadwav 02230-1 Clearing and Grubbing And Water Line Improvements iW Midway Drive Roadway And Water Line Improvements THIS PAGE INTENTIONALLY LEFT BLANK. 02230-2 Clearing and Grubbing SECTION 02240 WATER CONTROL AND DEN'ATERING PART] GENERAL 1.01 SECTION INCLUDES A. The work of this section consists of controlling groundwater. site drainaee, and storm flows during construction. The CONTRACTOR is cautioned that the work involves construction in and around drainage channels. local streams or rivers, and areas of local drainaee. These areas are subject to frequent periodic inundation. 1.02 RELATED SECTIONS A. Section 02315 — Excavation and Embankments PART2 PRODUCTS 2.01 MATERIALS A. On -site materials matt° be used within the limits of construction to construct temporary dams and berms. The materials such as plastic sheeting, sand bags. and stone sewer pipe may also be used if desired by the CONTRACTOR. PART 3 EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. General: For all excavation, the CONTRACTOR shall provide suitable equipment and labor to remove water, and he shall keep the excavation dewatered so that construction can be carried on under dewatered conditions where required by the Drawings and Specifications. Water control shall be accomplished such that no damage is done to adjacent channel banks or structures. The CONTRACTOR is responsible for investii.,atin, and familiarizing himself with all site conditions that may affect the work including surface water. level of groundwater and the time of year the work is to be done. All excavations made as part of dewatering operations shall be backfilled with the same type material as was removed and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) except where replacement by other materials and/or methods are required. The cost for this excavation and backfilling shall be included in the Construction Dewatering bid item. The CONTRACTOR shall conduct his operation in such a manner that storm or other waters may proceed uninterrupted along their existing drainage courses. By submitting a bid. the CONTRACTOR acknowled.,es that he has investi_,ated the risk arisim_ from such waters and has prepared his bid accordingly. and assumes all of said risk. At no time during construction shall the CONTRACTOR affect existing surface or subsurface drainage patterns of adjacent property. Any damage to adjacent property resulting from the CONTRACTOR's alteration of surface or subsurface drainage patterns shall be repaired by the CONTRACTOR at no additional cost to the OWNER. CONTRACTOR shall remove all temporary water control facilities when they are no longer needed or at the completion of the project. Midway Drive Roadway 0"40-1 Water Control and Dewatering and Water Line Improvements M Pumps and generators used for dewatering and water control shall be quiet equipment enclosed in sound deadening devices. B. Surface Water Control: Surface water control generally falls in to the following categories: Normal low flows alom_ the channel: Z. Storm/flood flows along the channel; 3. Flows from existing storm drain pipelines: and. 4. Local surface inflows not conveyed by pipelines The CONTRACTOR shall coordinate, evaluate, design_ construct and maintain temporary water conveyance systems. These systems shall not worsen flooding. alter major flow paths. or worsen flow characteristics during construction. The CONTRACTOR is responsible to ensure that any such worsening of flooding does not occur. .The CONTRACTOR is solely responsible for determining the methods and adequacy of water control measures. At a minimum, the CONTRACTOR will be responsible for diverting the quantity of surface flow around the construction area so that the excavations will remain free of surface eater for the time it takes to install these materials, and the time required for curing of anv concrete or grOnt. The CONTRACTOR is cautioned that the minimum quantity of water to be diverted is for erosion control and construction purposes and not for general protection of the construction -site. It shall be the CONTRACTOR's responsibility to determine the quantity of water which shall be diverted to protect his work from damage caused by storm water. The CONTRACTOR shall, at all times. maintain a flow path for all channels. Temporary structures such as berms, sandbags, pipeline diversions, etc.. may be permitted for the control of channel flow. as long as such measures are not a major obstruction to flood flows, do not worsen flooding, or alter historic flow routes. C. Groundwater Control The CONTRACTOR shall install adequate measures to maintain the level of groundwater below the foundation subgrade elevation and maintain sufficient bearing capacity for all structures, pipelines. earthwork. and rock work. Such measures may include, but are not limited to, installation of perimeter subdrains, pumping from drilled holes or by pumping from sumps excavated below the subgrade elevation. The foundation bearing surfaces are to be kept dewatered and stable until the structures or other types of work are complete and backfilled. Disturbance of foundation subgrade by CONTRACTOR operations shall not be considered as originaIly unsuitable foundation subgrade and shall be repaired at CONTRACTOR's expense. Any temporary dewaterine, trenches or well points shall be restored following dewatering operations to reduce permeability in those areas as approved by the ENGINEER. CONTRACTOR is to restore anv areas disturbed by the dewatering operations to their original condition. Midway Drive Roadway 02240-2 Water Control and Dewatering and Water Line Improvements D. Contaminated Groundwater Control: CONTRACTOR shall not discharge contaminated water exceedin, local, State and/or Federal limits to above emund channels or watercourses. END OF SECTION Midwav Drive Roadwav 02240-3 Water Control and Dewatering and Water Line Improvements gd I THIS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway 02240-4 and Water Line Improvements Water Control and Dewaterin, SECTION 02315 EXCAVATION AND EMBANKMENT PART GENERAL 1.01 SECTION INCLUDES A. This work shall consist of excavation, embankment fill, disposal of excess material. shaping. and compaction of all material encountered within the limits of work. including excavation and backfill for structures. The excavation shall include, but is not limited to, the native soils which must be excavated for the project work. All work shall be completed in accordance with these Specifications and the Tines and grades on the Drawings. 1.02 DEFINITIONS A. Unclassified Excavation shall consist of the excavation of all materials on site to final grades. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state. B. Muck Excavation shall consist of the removal and disposal of mixtures of soils and organic matter not suitable for foundation material and replacement with approved material. Material damaged due to rain or weather will not be paid for as Muck excavation and is entirely the responsibility of the CONTRACTOR. C. Rock Excavation shall consist of igneous. metamorphic and sedimentary rock which cannot be excavated without the use of rippers, and all boulders or other detached stones each having a volume of 1 /2 cubic yard or more. as determined by physical or visual measurement. It shall also include replacement with approved material as required. D. Embankment (Complete in Place): shall consist of placing all excavated material, except material being hauled and disposed. as embankment and compacted to final grades as specified in the Contract Documents and on the Drawings. 1.03 DESCRIPTION A. This work shall consist of excavation, disposal, placement, and compaction of all material encountered within the limits of the work, and not being completed under some other item necessary for the construction of the project in accordance with the Specifications and the lines. grades, and typical cross -sections shown on the Drawings. All excavation will beclassified, `unclassified excavation`, or `muck excavation" or "rock excavation", as hereafter described. All embankment will be classified "embankment material' as hereafter described. 1.04 RELATED SECTIONS A. Section 02230—Clearing and Grubbing B. Section 02240 — Water Control and Dewatering Midwav Drive Roadwav 02315-1 Excavation and Embankment and Water Line Improvements 9 1.05 QUALITY ASSURANCE A. Final topography and/or cross -sections will be surveyed of areas that are to finished grade and compared to the design section for accuracy. Final grade shall match design grades within the tolerances discussed in PART 3 EXECUTION, PART PRODUCTS 2.01 MATERIALS A. Embankment material may consist of approved material acquired from excavations or material hauled from outside the project limits. Suitable material identified on -site shall be used first for embankments and backfill. Excess excavated native soils which are not used as embankment or back -fill shall become the property of the CONTRACTOR and shall be disposed of off -site by the CONTRACTOR, in a location acceptable to the ENGINEER. B. Muck excavation encountered in all areas shall also include the replacement of excavated muck with uniformly Graded rock, riprap, on -site or imported soils. or other material whichever is most suitable for the specific situation encountered. The ENGINEER will determine which type of aggregate or other material which shall be used after observing the specific site conditions. PART EXECUTION 3.01 GENERAL EXCAVATION/EMBANKMENT to A. Generat. The excavation and embankment for the project work shall be finished to reasonable smooth and uniform surfaces. Variation from the subsrade plane shall not he more than .08 feet in soil or more than .08 feet above or SO below in rock. Where bituminous or concrete surfacing materials are to be placed directly on the subgrade. the subgrade plane shall not vary more than 0.04 feet. Materials shall not be wasted without permission of the ENGINEER. Excavation operations shall be conducted so that material outside of the limits of slopes will not be disturbed. Prior to beginning grading operations in any area, all necessary clearing and _rubbing in that area shall ,r have been performed in accordance with Section 02230 of these Specifications. When the CONTRACTOR`s excavating operations encounter remains of pre -historic people's dwelling sites or artifacts of historical or archaeological significance, the operations, shall be temporarily discontinued. The ENGINEER will contact archaeological authorities to determine the disposition thereof. When directed, the CONTRACTOR shall excavate the site in such a manner as to preserve the artifacts encountered and shall remove them for delivery to the custody of the proper state authorities. Such excavation will be considered and paid for as extra work. B. Excavation: 1. Unclassified: All excess suitable material excavated from the project site and not used for embankment shall he removed from the project site and become the property of the CONTRACTOR. Where material encountered Midway Drive Roadwav 02315-2 Excavation and Embankment and Water Line Improvements within the limit of the work is considered unsuitable for embankment (fills) on any portion of this project work, such material shall be excavated as directed by the ENGINEER and replaced with suitable fill material. All unsuitable excavated material from excavation consisting, of any type of debris (surface or buried), excavated rock, bedrock or rocks larger than 6 inches in diameter and boulders shall be hauled from the project site and disposed of. Debris is defined as "anything that is not earth which exists at the job site". Muck: Where excavation to the finished grade section results in a subgrade or slopes of unsuitable soil, the ENGINEER may require the CONTRACTOR to remove the unsuitable materials and backfill to the finished graded section with approved material. Disposal of the material shall be at the CONTRACTOR's expense. Good surface drainage shall be provided around all permanent cuts to direct surface runoff away from the cut face. 3. Rock: Unless otherwise specified. rock shall be excavated to a minimum depth of 0.5 feet below subgrade within the limits of the channel area, and the excavation shall be backfilled with material shown on the Drawings or as designated by the ENGINEER. Disposal of material and replacement with suitable approved material shall be at the CONTRACTOR's expense. C. Embankment Construction: Embankment construction shall consist of constructing all fill areas. including preparation of the areas upon which they are to be placed, and the placing and compacting of embankment material in holes, pits and other depressions within the project area. Only approved materials shall be used in the construction of embankments and backfills. Approved materials shall consist of clean on -site cohesive soils or approved imported soils. On -site cohesive soils are suitable for use as compacted fill provided the following recommendations are met: Percent Finer by Weight Gradation (ASTM C136) /-Inch 100 3/8-Inch 70 — 100 No. 4 Sieve 50— 100 No. 200 Sieve 60 (min) • Liquid Limit 35 (max) • Plasticity Index 20 (max) • In -Situ Coefficient of Penneability 1 x10-" cm/sec Excavation and Embankment will only be paid when a significant change in grade is required, as determined by the ENGINEER. Minor cuts and fills will be considered incidental to the work, and will not be paid for separateh under this section. Midwav Drive Roadwav 0231 5-3 Excavation and Embankment and Water Line Improvements On -site cohesive soils or imported soils should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift and embankment height. On -site or imported cohesive soils should be compacted within a moisture content range of 20/o below, to 2% above optimum moisture content and compacted to 95% of the Maximum Standard Proctor Density (ASTM D698). When embankment is to be placed and compacted on hillsides, or when new embankment is to be compacted against existing embankments, or when embankment is built 1/2 width at a time, the slopes that are steeper than 4:1 when measured longitudinally or at right angles to the adjacent ground shall be continuously benched over those areas where it is required as the work is brought up in layers. Benching shad be well keved and where practical a minimum of 8 feet. Each horizontal cut shall begin at the intersection of the original Lffnund and the vertical sides of the previous cuts. Material thus cut out shall be recompacted along with the new embankment material at the CONTRACTOR's expense. The ground surface underlying all fills shall be carefully prepared by removing all organic matter, scarification to a depth of 8 inches and recompacting to 95% of the Maximum Standard Proctor Density (ASTM D698) at optimum moisture content + or - 2% prior to fill placement. Embankment material shall be placed in horizontal layers not exceeding 8 inches (loose measurement) and shall be compacted to 95% of the Maximum Standard Proctor Density (ASTM D698) at optimum moisture content + or - 2%. Effective spreading equipment shall be used on each lift to obtain uniform thickness prior to 91 compacting. As the compaction of each layer progresses, continuous leveling and manipulating will be required to assure uniform density. n Mw' M, rAi I For embankments which serve as berms, the downstream portion shall be "keyed" into the subsurface soils a minimum of 3 feet to enhance the stability of the slope. Materials which are removed from excavations beneath the water table may be over the optimum moisture content and will require that they be dried out prior to reusing them. Cross hauline or other action as appropriate will be ordered when necessary to insure that the best available material is placed in critical areas of embankments, including the top 2 feet of all embankments. No additional payment will be made for cross hauling_ ordered by the ENGINEER. Frozen materials shall not be used in construction of embankments. During the construction of channels, the channel bottom shall be maintained in such condition that it will be well drained at all times. Excavation or Embankment (Fill), and Structural Backfill work either completed or in a stage of completion that is either eroded or washed away or becomes unstable due to either rains, snow, snow melt, channel flows or lack of proper water control shall be either removed and replaced, recompacted or reshaped as directed by the Midway Drive Roadwav 023154 Excavation and Embankment and Water Line Improvements ADDENDUM 2 REVISED BID SCHEDULE 6069 MIDWAY DRIVE ROADWAY AND WATERLINE IMPROVEMENT PROJECT Item Description Unit Estimated Unit Item Number Quantr Cost $ Cost $ 1 Mobilization Lump Sum 1 2274.E 2-274.30 2 Traffic Control Lump Sum 1 4200.00 4200.00 3 Surveying Lump Sum 1 2528.93 2528.93 4 Clearing and Grubbing Lump Sum 1 L580.00 1-W.00 5 Unclassified Excavation Cubic Yard 381 1•(Y4 395.CO 6 Embankment (Complete In Place Cubic Yard 110 1.93 212.50 7 Haul and Disposal Cubic Yard 271 5.76 L%1.50 8 Aggregate Base Course Class 6 Ton 660 14.60 %36.75 9 8" DR 18 PVC Water Line (Including appurtenances) Linear Feet 1,509 18.05 272H.05 10 Fire Hydrant (Including valves, piping, &thrust Block Each 2 3552.81 7105.62 11 3/4" Service line to Existing Meter Pit Lump Sum 1 373.48 373.48 12 8"x12" Wet Tap Lum Sum 1 5728.61 5728.61 13 8" x 3" Connection to Existing 3" Water Line Lump Sum 1 1851.74 1851.74' 14 Combination Air Release and Vacuum Valve Lump Sum 1 1573.38 1573.38 15 Erosion Control Lump Sum 1 1z•� 146•80 16 Clean Existing 10" RCP Lump Sum 1 992.25 992.25 17 Remove and Replace Existing 24" CMP I Linear Feet 56 48.36 2707.92 18 Remove Asphalt Pavement (Assume 10" deep) Square Foot 700 5.21 3646.86 19 Replace Asphalt Pavement Ton 60 154.88 9292.50 20 15" CMP with Flared End Sections Linear Feet 40 39.54 1581.79 TOTAL COST $ 85960.97 Total Cost in Words- Ea,bty Five Min-axl Nine Harked Sixty "97/10) Dollars G H Gaisb -ticn, Trc. COMPANY NAME SIGNA PRINTED NAME DATE Presid nt TITLE ENGINEER and in accordance with the Drawings and Specifications at the CONTRACTOR's sole expense. Removed unsuitable materials shall be hauled awav and disposed of at the CONTRACTOR's expense. Placing of replacement materials for removed unsuitable materials shall be purchased, placed and compacted at the CONTRACTOR' expense. D. Proof rollim, with a heavv rubber tired roller will be required, if desis,nated on the Drawings or when ordered by the ENGINEER. Proof rolling shall be done after specified compaction has been obtained. Areas found to be weak and those areas which failed shall be ripped, scarified. wetted if necessary, and recompacted to the requirements for density and moisture at the CONTRACTOR'S expense. Proof rolling shall be done with equipment and in a manner acceptable to the ENGINEER. Proof rolling as shown on the Drawings or as ordered by the ENGINEER shall not be measured and paid for separately, but shall be included in the unit prices bid for the work. 3.02 EXCAVATION AND BACKFILL FOR STRUCTURES A. Poor foundation material for any of the work shall be removed, by the CONTRACTOR, as directed by the ENGINEER. The CONTRACTOR will be compensated for removal and replacement of such materials in accordance with Muck Excavation. The CONTRACTOR is cautioned that construction equipment may cause the natural soils to pump or deform while performing excavation work inside and on footings, structural floor slabs_ or other structure foundation areas. Foundation materials which are: a) saturated by either surface or subsurface flows due to the lack of adequate water control or dewaterine work by the CONTRACTOR: b) frozen for any reason; or, c) that are disturbed by the CONTRACTOR's work or caused to become unacceptable for foundation material purposes by means of the CONTRACTOR's equipment, manpower, or methods of work shall be removed and replaced by the CONTRACTOR at his expense. Dewatering should not be conducted by pumping from inside footing, structural floor slab, or other structure foundation limits. This may decrease the supporting capacity of the soils. Care should be taken when excavating the foundations to avoid disturbing the supporting materials. Excavation by either hand or careful backhoe soil removal, may be required in excavating the last few inches of material to obtain the subgrade of any item of the concrete work. Any over -excavated subgrades that are due to the CONTRACTOR's actions, shall be brought back to subgrade elevations by the CONTRACTOR and at his expense in the Following manner: Midway Drive Roadway 02315-5 Excavation and Embankment and Water Line Improvements I I . For over -excavations of 2 inches or less, either: Backfill and compact with an approved granular materials: backfill with 1/2 inch crushed rock, or fill within concrete at the time of the appurtenant structure concrete pour. 2. For over -excavations greater than 2 inches, backfill and compact with an approved granular material. All granular footings. structural floor slabs. or other structure areas shall be compacted with a vibratory plate compactor prior to placement of concrete, reinforcing, or bedding materials. B. Backfill. and fill within 2 feet of and adjacent to all structures and for full height of the walls, shall be selected non -swelling material. It shall be granular, well graded, and free from stones larger than 3 inches. Material may be job excavated, but selectivity will be required as determined by the ENGINEER. Refer to the Drawings for job specific requirements. Stockpiled material. other than topsoil from the excavation shall be used for backfilling unless an impervious structural backfill is specified. The backfill material shall consist of either clean on -site granular materials free of stones larger than 3 inches in diameter with no more than 20% passing the No. 200 sieve, or equivalent imported materials. All backfill around the Structures shall be consolidated by mechanical tamping. The material shall be placed in 8-inch loose lifts within a range of 2% above to 2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) for cohesive soils, or to 70% relative density for pervious material as determined by the relative density of cohesionless soils test, ASTM 04253. J I When specified on the Drawings or as required by the ENGINEER, Class 1 structural backfill shall meet the following gradation requirements: % by Weight Passing Sieve Size Square Mesh Sieves 2-Inch 100 No. 4 30 - 100 No. 50 10 — 60 No. 200 5 — 20 In addition, this material shall have a liquid limit not exceeding 35 and a plasticity index of not over 6. Midway Drive Roadway and Water Line Improvements END OF SECTION 02315-6 Excavation and Embankment SECTION 02370 — EROSION AND SEDIMENT CONTROL L PART GENERAL 1.01 SECTION INCLUDES A. This work shall consist of temporary measures needed to control erosion and water pollution. These temporary measures shall include. but not be limited to. berms, dikes, dams. sediment basins; fiber mats, netting, eravel, mulches, grasses, slope drains and other erosion control devices or methods. These temporary measures shall be installed at the locations where needed to control erosion and water pollution during the construction of the project, and as directed by the ENGINEER. and as shown on the Drawings. B. The erosion control measures presented in the Drawings serves as a minimum for the requirements of erosion control during construction. The CONTRACTOR has the — ultimate responsibility for providing adequate erosion control and water quality throughout the duration of the project. Therefore, if the provided plan is not working sufficiently to protect the project areas, then the CONTRACTOR shall provide additional measures as required to obtain the required protection. The CONTRACTOR shall include in his bid price for erosion control a minimum of all items shown on the Erosion Control Plan and anY additional items that may be needed to control erosion and water pollution. 1.02 RELATED SECTIONS A. Section 02240 — Water Control and Dewaterino 1.03 SUBMITTALS A. Construction schedule for Erosion Control per subsection 3.01 B. Sequencing Plan per subsection 3.12 PART PRODUCTS — 2.01 MATERIALS ` A. Materials may include hay bales, straw, fiber mats. 'fiber netting, wood cellulose. fiber fabric, gravel and other suitable materials. and shall he reasonably clean. free of deleterious materials. and certified weed free. All materials shall be submitted for approval prior to installation. B. Temporary Brass cover (if required) shall be a quick growing species suitable to the area, which will provide temporary cover and will not later compete with the grasses sown for permanent cover. All grass seed shall be approved by the ENGINEER prior to installation. C. Fertilizer and soil conditioners shall be approved by the ENGINEER prior to .r installation. Midway Drive Roadway 02370-1 Erosion and Sediment Control and Water Line Improvements u u PART EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. When so indicated in the Contract Documents, or when directed by the ENGINEER, the CONTRACTOR shall prepare construction schedules for accomplishing temporary erosion control work. These schedules shall be applicable to clearing and ,grubbing, grading, structural work, construction. etc, He shall also submit for acceptance his proposed method of erosion control on haul roads and borrow pits and his plan for disposal of waste material. Work shall not he started until the erosion control schedules and methods of operations have been accepted. B. The CONTRACTOR will be required to incorporate all permanent erosion control features into the project at the earliest practicable time as outlined in his accepted schedule. Temporary erosion control measures will then be used to correct conditions that develop dining construction. C. The erosion control features installed by the CONTRACTOR shall be adequately maintained by him until the project is accepted. D. In the event of conflict between these requirements and erosion and pollution control laws: rules. or regulations of other Federal, State or local agencies, the more restrictive laws, rules, or regulations shall apply. 3.02 PERMITS AND COMPLIANCE A. The CONTRACTOR must apply for and obtain a Construction Dewatering Permit 402 from the Colorado Department of Public Health and Environment. All costs for this permit shall be the responsibility of the CONTRACTOR. This pen -nit requires that specific actions be performed at designated times. The CONTRACTOR is legally obligated to comply with all teens and conditions of the permit including testing for effluent limitations. The CONTRACTOR shall allow the Colorado Department of Public Health and Environment or other representatives to enter the site to test for compliance with the pennit. Non compliance with the permit can result in stoppage of all work. The CONTRACTOR must apply for and obtain a State of Colorado Stormwater Discharge Permit. All costs for this pen -nit shall be the responsibility of the CONTRACTOR. This permit requires that specific actions be performed at deli,grated times. 'file CONTRACTOR is legally obligated to comply with all terms and conditions of the permit. Non compliance with the permit can result in stoppage of all work. In addition to permit requirements. the OWNER shall also monitor the CONTRACTOR's erosion control and work methods. If the overall function and Midway Drive Roadway and Water Line Improvements 02370-2 Erosion and Sediment Control i intent of erosion control is not being met. then the OWNER shall require the CONTRACTOR to provide additional measures as required to obtain the desired results. Costs for any additional erosion control measures shall be the responsibility of the CONTRACTOR, since he has the ultimate responsibility for providing adequate erosion control and water quality for the duration of the project_ 3.03 STABILIZATION OF DISTURBED AREAS A. Temporan, sediment control measures shall be established within 5 days from time of exposure/disturbance. Permanent erosion protection measures shall be established within 5 days after final grading of areas. 3.04 PROTECTION OF ADJACENT PROPERTIES A. Properties adjacent to the site of a land disturbance shall be protected from sediment deposition. In addition to the erosion control measures required on the Drawings. perimeter controls ma_v be required if damage to adjacent properties is likely. Perimeter controls include. but are not limited to. a vegetated buffer strip around the lower perimeter of the land disturbance, sediment barriers such as straw bales and silt fences: sediment basins; or a combination of such measures. Vegetated buffer strips may be used only where runoff in sheet flow is expected and should be at least 20 feet in width. 3.05 TIMING AND STABILIZATION OF SEDMENT AND EROSION CONTROL MEASURES A. Sediment barriers, perimeter dikes. and other measures intended to either trap sediment or prevent runoff from flowing over disturbed areas must be constructed as a first step in grading and be made functional before land disturbance takes place. Earthen structures such as dams_, dikes, and diversions must be stabilized within 5 days of installation. Stormwater outlets must also be stabilized prior to any upstream land disturbing activities. 3.06 STABILIZATION OF WATERWAYS AND OUTLETS A. All on -site stormwater conveyance channels used by the CONTRACTOR for temporary erosion control purposes shall be designed and constructed with adequate capacity and protection to prevent erosion during storm and runoff events. Stabilization adequate to prevent erosion shall also be provided at the outlets of all pipes and channels. 3.07 STORM SEWER INLET PROTECTION A. All stone sewer inlets which are made operable during construction or which drain stormwater runoff from a construction site shall be protected from sediment deposition by the use of filters. Midway Drive Roadway 02370-3 Erosion and Sediment Control and Water Line Improvements u i 3.08 WORKING IN OR CROSSING WATERCOURSES AND WETLANDS A. Construction vehicles should be kept out of watercourses to the extent possible. Where in -channel work is necessary, precautions must be taken to stabilize the work area during construction to minimize erosion. The channel (including bed and banks) must always be restabilized immediately after in -channel work is completed. B. Where a live (wet) watercourse must be crossed by construction vehicles during construction, a temporary crossing must be provided for this purpose. If the crossing involves a pipe or other type of conduit placed in the watercourse, the pipe shall be sized to allow unrestricted passage of all flows anticipated to be carried by the watercourse. Likewise, installation of a span -type crossing across the watercourse shall be placed so no restriction of anticipated floes occur. 3.09 CONSTRUCTION ACCESS ROUTES A. Wherever construction vehicles enter or leave a construction site, a stabilized construction entrance and Tracking Pad are required. Where sediment is transported onto a public road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping and be transported to a sediment controlled disposal area. Street washing shall be allowed only after sediment is removed in this manner. 3.10 DISPOSITION OF TEMPORARY MEASURES A. All temporary erosion and sediment control measures shall be disposed of within 30 days after final site stabilization is achieved or after the temporary measures are no lonLyer needed as determined by the OWNER. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion. 3.11 MAINTENANCE A. All temporary and permanent erosion and sediment control practices must be maintained and repaired as needed to assure continued performance of their intended function. 3.12 SEQUENCING A. The CONTRACTOR shall submit a sequencing- plan for approval for erosion control in conformance with his overall Construction Plan for approval by the OWNER. Changes to the Erosion Control Sequencing Plan may be considered by the OWNER onh, if presented in writing by the CONTRACTOR. 3.li SUBSTANTIAL COMPLETION OF EROSIONCONTROL MEASURES A. At the time specified in the Contract Documents. and subject to compliance with specified materials and installation requirements, the CONTRACTOR will receive a Substantial Completion Certificate for temporary erosion control measures. O 3.14 MAINTENANCE OF EROSION CONTROL MEASURES AFTER SUBSTANTIAL COMPLETION Midwav Drive Roadwav 02370-4 Erosion and Sediment Control and Water Line improvements �r A. The CONTRACTOR will be responsible for maintaining temporary erosion control measures as specified in the Drawings and Contract Documents until such time as the disturbed draina_ee area has stabilized as determined b_v the ENGINEER and the OWNER. 3.15 FINAL COMPLETION AND ACCEPTANCE OF EROSION CONTROL, MEASURES A. After the ENGINEER and OWNER have determined that the drainage area has stabilized, the CONTRACTOR shall remove all remaining temporary erosion control measures. Anv damage to the site shall be repaired to the satisfaction of the ENGINEER and at no cost to the OWNER. END OF SECTION Midway Drive Roadway 02370-5 Erosion and Sediment Control U and Water Line Improvements u L4' AA THIS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway and Water Line Improvements 02370-6 Erosion and Sediment Control m SECTION 02622 PLASTIC PRESSURE PIPE PART1-GENERAL 1.1 DESCRIPTION A. This section addresses plastic pressure pipe and includes the acceptable materials and construction practices which may be used in the installation of plastic pressure pipe. 1. All pipe shall be furnished complete with all fittings, specials, and other accessories. 1.2 PRODUCT DELIVERY, STORAGE AND DANDLING A. Handling. 1. Pipe shall not be handled in a manner which will cause damage to the pipe. 2. Pipe or fittings shall not be dropped. 3. Care must be taken to prevent darnage to the pipe and fittings by impact, bending, compression, or abrasion. 4. Damaged pipe or fittings shall not be installed. B. Storage. 1. Lubricant shall not be stored or handled in a manner which will cause contamination to the lubricant_ 2. Rubber Baskets shall be stored in a location which protects them from deterioration. 3. Pipe shall be stored in accordancee with the manufacturer's specifications. 4. Pipe shall be stored on a surface which provides even support for the pipe barrel. a. Pipe shall not be stored in such a way as to be supported by the bell. 5. Pipe which has a longitudinal deflection greater than 1 /8 inch per foot shall not be used. Midway Drive Roadway 02622-1 Plastic Pressure Pipe and Water Line Improvements i 6. Pipe which exhibits any signs of ultraviolet deterioration shall not be used. 13ART2- PRODUCTS 2.1 PLASTIC PRESSURE PIPE A. The only sizes of plastic pressure pipe which will be allowed are four (4) inch through twelve (12) inch (inclusive). B. All plastic pressure pipe shall be manufactured in accordance with AWWA C900 (DP 18) or AWWA C909 (6"-12"). C. The outside diameter of plastic pressure pipe shall be based upon equivalent outside diameters of ductile iron pipe. D. Plastic pressure pipe shall be Class 150. with a dimension ratio of 18 (DR 18). E. All plastic pressure pipe shall have a nominal laying length of 20 feet. 1. Random pipe lengths are not acceptable. 2.2 FITTINGS AND COUPLINGS A. All fittings and couplings shall be manufactured in accordance with AWWA C 153, C111. C550_ C116 and C104. B. All fittings and couplings shall have one of the following types of connections: 1. Flanged joint (not for buried service). 2. Mechanical joint. C. All fittings and couplings shall be made of ductile iron. with a minimum working pressure rating of 250 psi. D. All transition couplings shall have a fusion bonded epoxy coating and 316 stainless steel fasteners. Reference AWWA C2 13. I Midway Drive Roadway and Water Line Improvements 0 2 6 2 2 - 2 Plastic Pressure Pipe 19, 0 i, 9 PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover athe complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. F RESPECTFULLY SUBMITTED: CAE Constrmtlon2 Lam. aCONTRACTOR I I :A i?1 BY: cry, . i-i.c� Pm.¢ir1Pnt pn� w mug q 1GpNSTRVc,,�� Signat e4;9_6� .�) Date? ;(Q()RPp�, g 'Ed p� Z? President `a(r .nz Title License Number (If Applicable) (Seal -, if Bid iA byporporatyp_on) Attest: a 7/96 Address 780 E. Ca -den Drive. Windsor, QD 60550 Telephone 970-674-O 40 Email Iaml Il za tnr tion.con Section 00300 Page 3 2.3 JOINTS A. All joints on plastic pressure pipe shall be push -on. using an integral bell with an elastomeric-L,asket. 2.4 TRACING WIRE A. Tracing wire shall be a single. 12 gauge, insulated solid copper wire buried directly with the pipe. B. Tracing wire will be cormected at all piping intersections to form onee continuous system. Connections will need to be water tiLht. C. Tracing wire will surface into a test station at all Fire Hydrant locations. Additional locations may be required depending on available Fire Hydrant locations. D. Acceptable test stations are: 1. Glenn 4 Test Station (4" 1.D.). CorrPro Company 2. Approved Equal 2.5 ACCESSORIES A. Joint restraining devices. 1. Push -on and mechanical joints may be restrained with the use of: a. Megalugs. EBAA Iron Inc. b. Dni-Flange. Ford. Inc.. C. Stargrip. Star Pipe Products d. Field Lock, U.S. Pipe and Tyler Pipe e. Approved Equal PART 3 -EXECUTION 3.1 INSTALLATION A. Reference Section 02773. Midway Drive Roadway 02622-3 Plastic Pressure Pipe and Water Line Improvements B. PVC pipe shall not be installed when the air temperature or the soil temperature is 32 degrees F or less_ unless otherwise approved by the District. a Midway Drive Roadway and Water Line Improvements END OF SECTION 02622-4 Plastic Pressure Pipe 4 SECTION 02641 VALVES PART1-GENERAL 1.1 DESCRIPTION A. This section addresses valves; valve operators, valve boxes. and valve appurtenances used for water distribution lines. 1.2 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Precautions shall be taken to prevent damage to materials during delivery and storage. B. Valves shall be stored off of the ground and away from materials that could contaminate potable water systems. C. Precautions shall be taken to keep all joints and internal parts clean. PART 2-PRODUCTS 2.1 GENERAL A. All valves shall open counter -clockwise (left). 1. All nuts and bolts shall be stainless steel. B. All buried valves shall have a two (2) inch square operating nut. 1. All operating nuts shall be painted black. C. Anv valve which will be placed in a vault shall have a valve operator which is specif)call\ approved by the District_ 2.2 GATE VALVES A. All gate valves shall be a resilient seat type and manufactured in accordance with AWWA C509_ Midway Drive Roadway 02641-1 Valves and Water Line Improvements Al 1. All Late valves shall have a fusion bonded epoxy coated interior and exterior. in accordance with AWWA C550. 2. All gate valves shall have a ductile iron body and 316 SST bolts. 3. Approved manufacturers of,, ate valves are: a. Mueller b. Waterous C. American AVh d. Approved equal B. All gate valves shall be provided with two O-ring type stem seals, in accordance with Section 4.8 of AWWA C509. C. The operating nut on all gate valves shall be between four (4) and six (6) feet below finish erade. 1. If, in order to achieve the operating nut depth noted above, it is necessary to use a riser steiri. the riser stem shall be pinned. D. All gate valves shall be provided with mechanical joint connections unless otherwise specified. 2.3 TAPPING VALVES A. All tapping valves shall be resilient seat type and manufactured in accordance with AWWA C509. B. All tapping valves shall be provided with two O-rino type stem seals; in accordance with Section 4.8 of AWWA C509. C. All tapping valves shall be equipped with an alignment ring on the flanged side of the valve. 2.4 BUTTERFLY VALVES A. Butterfly valves shall be used when the pipe is larger than twelve (12) inches in diameter. B. All butterfly valves shall conform to AWWA C504. Midway Drive Roadway 02641-2 Valves and Water Line Improvements i 1. All butterfly valves shall have an epoxy coated interior and exterior. 2. All flanged butterfly valves shall be the short bod) type. r, 3. All butterfly valves shall be Class 15013. 4. The operator torque shall be as specified in Appendix A. of A W WA C504. 5. All butterfly valves shall be provided with mechanical joint connections unless otherwise specified. 6. Approved manufacturers of butterfly valves are: a. Mueller b Pratt C. Or an approved equal 2.5 VALVE BOXES A. Main Line Valves 1. Valve boxes shall be an approved 5 1/4 inch shaft, screw -type with the word "WATER" cast into the lid. 2. Valve boxes shall be a heavy duty cast with a total weight of no less than 1 10 Lbs. 3. All valve box sections and parts shall be uniform to one manufacturer per box installed. 4. Non -threaded pavin.- rings are not accepted by the District. 5. Approved models and manufacturers of valve boxes are: a. 6645. E..1.I.W. b. 6645. Castings Inc. c. 6860 Series. Tyler d. 6645, Star Pipe e. M-9060/M-9064. DS L E Approved Equal Midway Drive Roadway 02641-3 Valves and Water Line Improvements a 1 2.6 AIR RELIEFNACUUM RELIEF VALVES A. Reference the "Typical Air and Vacuum Relief Valve Installation" drawing in the appendix. B. Materials and Construction. Air relief and vacuum relief valves shall have an integral type assembly which will function both as an air release and vacuum valve. 2. All air relief and vacuum relief valves shall be rated at a working pressure of 150 psi. and a minimum hydrostatic test pressure of 250 psi. 3. The size of air relief and vacuum relief valves shall be as noted on the Construction Drawings. 4. Taps for air relief valves and vacuum relief valves shall be made as indicated; on the Construction Drawing, unless otherwise directed by the District. 5. All piping shall be brass. 6. Connections: a. The inlet connection for air relief and vacuum relief'valves shall be a minimum two (2) inches in diameter conforming to A W WA C 800. b. Connections on the outlet side of air relief and vacuum relief valves shall be threaded and shall be protected to minimize entry of debris and dirt into the valve. 7. The body of all air relief and vacuum relief valves shall be either cast iron. conforming to ASTM A48-Class 35A. ductile iron. conforming to ASTM A27-GR U60-30 or NSF 61 certified reinforced nylon. 8. The working parts and seats of air relief and vacuum relief valves shall be brass, stainless steel. or other non -corroding material. 9. The float of air relief and vacuum relief valves shall be non -corroding material. C. Manufacturers 1. Acceptable air release and vacuum relief valves. and their manufacturers are: a. APCO Combination Air Release Valve. by Valve and Primer Corporation. Midway Drive Roadway 02641-4 Valves and Water Line Improvements b. A.R.I. Flow Control by A.R.I. Combination Air Valve C. Vent-O-Mat Series RBX. by International Valve Marketing,Inc. 2.7 CHECK VALVES A Check Valves will be evaluated on a case-bti-case basis. PART 3-EXECUTION 3.1 INSTALLATION A. Valves and valve boxes shall be examined for cracks, dents, abrasions, and other flaws prior to installation. 1. Defective valves and valve boxes shall be marked and removed from the site. B. Valves 1. With the exception of tapping valves, flamed valves shall not be buried. 2. The valve shall be installed in such a manner that the operating nut is perpendicular to the Lround surface. ;. The joined valve shall be supported in place on compacted granular material. a. Reference Section 02221. C. Tapping Valves. 1. Tapping valves shall be installed in accordance with the manufacturer's recommendations. 2. Tapping valves and sleeves are to be pressure tested to 150 psi. for 10 minutes, with no visible leakage or loss of pressure, prior to proceeding with the wet tap. D. Valve Boxes. 1. Valve boxes shall be installed on all buried valves. 2. Valve boxes shall be installed so that no stress is transmitted to the valve. Midway Drive Roadwav 02641-5 Valves and Water Line Improvements 3. Valve operators which are mounted to one side of the valve shall be located to the South or West of the valve. 4. Valve boxes which are to be set over the valve shall be centered. plumb and directly over the operating nut and valve with the top of the box on grade. a. The soil around the valve box shall be carefully compacted around the barrel. to minimize misalignment and the settling of the backfill. b. Other valve box types shall be adjusted as required on the Construction Drawing*s. 3.2 AIR RELIEFIVACUUM RELIEF VALVES A. Air relief and vacuum relief valves shall be installed at high points, and as shown on the Construction Drawings. �. B. Air relief and vacuum relief valves shall be installed in accordance with the "Typical Air and Vacuum Relief Valve Installation" drawing, in the appendix, and as modified on the approved Construction Drawings. 3.3 PRESSURE REGULATING VALVES A. Pressure rezulatine valves shall be evaluated on a case -by -case basis. 3.4 OPERATION A. Valves which have been accepted by the District shall be operated by District personnel only, unless otherwise authorized by District representative. Midway Drive Roadway and Water Line Improvements END OF SECTION 02641-6 Valves SECTION 02644 FIRE HYDRANTS PART 1-GENERAL 1.1 DESCRIPTION A. This section addresses dry -barrel fire hydrants and includes the acceptable products, materials, and construction practices which may be used in the construction and installation of fire hvdrants. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. Fire hydrants shall be handled, stored, and protected in such a manner as to prevent damage to materials, coatings, and finishes. B. All fittings and _joints shall be kept free from dirt, oil and grease. PART2-PRODUCTS 2.1 GENERAL A. All fire hvdrants shall be manufactured in accordance with AWWA C502. B. The auxiliary gate valve on the hydrant lateral shall be a six (6) inch resilient seat gate valve with a valve box. 1. If the operating nut on the auxiliary gate valve is more than six (6) feet below finish S' Rrade. a riser stem shall be used. u 2. Reference Section 02641, Subsections 2.2 and 2.5 C. The hydrant tee on the main line shall be a swivel tee. 1. Tapping sleeves and valves are acceptable when connecting to an existinL, water main. 2 Reference Section 02641, Subsection 2.3 and Section 02713_ Subsection 2.6 D. Acceptable fire hvdrants and their manufacturers are: 1. Super Centurian. Mueller -� 2. Waterous Pacer, American Flow Control Midwav Drive Roadway 02644-1 Fire Hydrants , and Water Line Improvements t� V 3. Nostalgic. American AVK 4. Approved Equal 2.2 MATERIALS AND CONSTRUCTION A. All fire hydrants shall be a dry -barrel type with a break -away traffic flange, desi2ned for a working pressure of 250 psi. B. All fire hydrants shall have a minimum main valve opening size of 5-1 /4 inches. C. Shoe inlets shall be six (6) inches. with mechanical joint fittings. D. Fire hydrant laterals shall be buried a minimum of five (5) feet, unless specifically directed by the District. 1. The maximum bury depth for fire hydrant laterals is (6) feet, unless specificalh� approved by the District. E. The fire hydrant's pumper nozzle shall be 4-1 /2 inches in diameter with four (4) threads per inch. 1. Pumper nozzle threads shall be right-handed and National Standard Thread. F. The fire hydrant's hose nozzles shall be 2-1/2 inch diameter with 7-1/2 threads per inch. 1. Hose nozzle threads shall be right-handed. G. Operating Style ] . Reference specific fire protection authority as required. a. Poudre Fire Authority b. Loveland Fire Protection District C. Windsor/Severence Fire Protection District H. All fire hydrants shall be factory, coated to the specific color in accordance with the local Fire Protection Aeency. 2.3 HYDRANT GRAVEL Midway Drive Roadway 02644-2 and Water Line Improvements Fire Hydrants 09/26/2007 WEP 14.jy FAX GLH CONSTRUCTION tgjv92/U07 C I G Bond Number COC 49601 SECTION 00410 BID BOND GLH Construction, Inc & Merchants KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned Bonding Company(Mutual) as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $5% of attached bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Constructr_on Agreement for the construction of Fort Collins Project, 6069 Roadway and Waterline Improvement at Midway Drive. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates .and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid, and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER 7/96 Section 002l10 Page 2 A. Hvdrant Lravel shall be a well Lraded crushed stone or gravel, conforming to ASTM- D448. CDOT #67, as listed below: Percent Size Passing 1" 100 3/4" 90-100 3/8" 20-55 #4 0-10 #8 0-5 PART 3-EXECUTION 3.1 INSTALLATION A. All fire hydrants shall be installed in accordance with the " T1'pical Fire Hydrant Installation" drawing in the appendix, and as modified on the approved Construction Drawings. B. The Developer's Engineer shall provide offset staking for both vertical and horizontal control. C. The joining of laterals, valves, and hydrants shall be handled in the same manner as pipe 1. The fire hydrant shall be installed vertically plumb with the pumper nozzle facing the direction shown on plans. 2. The fire hydrant shall be set to the elevation staked, to insure that the bury, line is at the final grade. D. All fire hydrants shall be supported on a minimum of eighteen (18) inches of compacted hydrant -ravel. 1. The fire hydrant shall be supported with a concrete block. E. A concrete thrust block, with a minimwn bearing surface area of four and one half (4- 1 /2) square feet, shall be placed behind the hydrant shoe. 1. A sheet of eight (8) mil polyethylene film shall be placed between hydrant shoe and concrete thrust block, extending up vertically to finish grade, encapsulating the hydrant barrell Midway Drive Roadway 02644-3 Fire Hydrants and Water Line Improvements HQ 2. Care shall be taken when placing thrust blocks so that hydrant drain holes remain free of obstructions. F. After pouring the thrust block, hydrant gravel shall be placed to a depth of twelve (12) inches above the hydrant shoe. Hydrant drain holes shall remain free of obstructions. G. Fire hydrants shall not be placed in concrete sidewalks or pavement. H. There shall not be a post, fence. vehicle; growth, trash. storage, or other material or thing, within a three (3) foot radius of the fire hydrant assemble. 1. The ground surrounding the fire hydrant shall slope away from the hydrant at a minimum grade of 2%, toward the street. 1. After installation of the fire hydrant is complete, the oil/grease reservoir shall be checked to insure that it is full. I . if it is necessary to fill the reservoir, it shall be filled with the oiU�*rease which is specified by the hydrant manufacturer. .I. If a hydrant is raised, no more than one (1) extension section can be used, unless approved by the District. I. Each fire hydrant extension installed shall be inspected, by the District, prior to re- installation of the fire hydrant body assembly. 3.2 OPERATION A. Fire hydrants which have been accepted by the District shall be operated by District personnel only; unless otherwise authorized by District representative. Midway Drive Roadway and Water Line Improvements END OF SECTION 02644-4 Fire Hydrants R SECTION 02646 SERVICE LINES, METERS AND APPURTENANCES PART1-GENERAL 1.1 DESCRIPTION A. This section addresses the materials and installation of corporation stops, service lines, meters, meter setters and meter pits. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. The product shall be handled, stored, and protected in a manner which will prevent damage to materials, coatings and finishes. B. All material shall be kept clean and free from dirt. 1.3 INSTALLATION OF SERVICE TAPS A. The Contractor shall not make any taps without prior permission from the District. B. Reference the following typical drawings on the approved Construction Drawings for services of less than 3-inches in diameter. 1. "Typical Meter Pit Installation". 2. "Typical Curb Stop Installation". 3. "Standard Settinsfor 1 -1/2" R 2" Meters". C. All taps shall be made with a tapping saddle in accordance with these specifications and the manufacturer's recommendations, unless otherwise approved by the District. 1. A static pressure test of 150 lbs. for ten (10) continuous minutes, with no visible leakage or pressure loss, shall be performed prior to the wet tap on all existing water mains. D. Service taps on live mains will be made only under the direct supervision of the District. The Contractor shall coordinate with the District Representative E. The District reserves the right to make taps in lieu of the Contractor and the right to deny permission for any main to be tapped. Midway Drive Roadway 02646-1 Service Lines and Appurtenances and Water Line Improvements z R Tapping equipment shall be of good quality, used for the purpose intended and used in accordance with manufacturer's instructions. 1.4 MAINTENANCE AND CORRECTION A. The Contractor shall maintain and repair all service lines, meter pits, and any associated appurtenances which leak. were installed incorrectly, or otherwise prove to be defective, for a period of one (1) year after final completion and acceptance of the work. 1.5 METER PITS AND FAULTS A. 3/4-inch and 1-inch meters pits shall be installed by the contractor unless otherwise directed by the District. 1. Meter pits shall be twenty (20) inches in diameter for 3/4-inch meters and twenty four (24) inches in diameter for 1-inch meters, a minimum of forty eight (48) inches in length, and shall be constructed of rigid polyethylene, or an approved equal. a. Acceptable Meter Pit Barrel Sections are: 1. High Density Polyethylene, Mid States plastics 2. High Density polyethylene, DFW 3. Approved Equal 2. Meter pit cover bodies shall be constructed of aluminum, with a cast iron outer lid that shall have a 2" centered hole cut out, and an inner 2" plastic drop lid. a. The minimum allowable opening for meter pit covers shall be eleven (11) inches diameter. B. All meter pit covers shall have a 27/32" worm -lock operator with a Standard Waterworks pentagon head. 1 1/2-inch and 2-inch meter vaults shall be installed by the contractor unless otherwise directed by the District. Meter vaults shall be constructed from standard forty eight (48) inch inside diameter precast concrete manhole sections. a. Reference Section 03400. 2. Meter vault covers shall be an eight (8) inch aluminum manhole ring and cover with a twenty-four (24) inch diameter opening, unless approved by the District. Midway Drive Roadway 02646-2 Service Lines and Appurtenances and Water Line Improvements a. All meter vault covers shall have a 27/32" worm -lock operator with a Standard Waterworks pentagon head. b. All meter vault covers shall have the word "water" cast in the lid. C. Ring section of the cover will be sealed to the top section of the vault using a �. preformed plastic gasket. C. 3-inch and lar<_-,er meter vaults shall be installed by the contractor, unless otherwise directed b); the District. 1. Meter vaults shall be constructed from precast concrete box sections designed for H- -, 20 Bridge loading and water ti(-,ht. Water tight seals shall be installed at all pipe penetrations Inside Vault Meter Size Dimension 3 7'x8' 4" 7' x 8' 6" 7' x 11' Larger Determined by District 2. Unless it is otherwise specified. meter vault covers shall he a minimum 8"� aluminunn manhole ring and cover with a twenty, four (24) inch diameter opening. a. All meter vault covers shall have a 27/32" worm -lock operator with a Standard Waterworks pentagon head. b. All meter vault covers shall have the word "water' cast in the lid. C. Ring section of the cover will be sealed to the to section of the vault using a preformed plastic gasket. 3. Water tight vaults shall be provided. unless otherwise indicated. 4. Reference Section 2713. "Water Distribution System". D. CONCRETE VAULTS AND MANHOLES 1. Manhole /vaults shall be constructed at the location and elevation indicated on the approved Construction Drawings- or as directed by the District Engineer to accommodate field conditions. Midway Drive Roadway 02646-3 Service Lines and Appurtenances and Water Line Improvements a. The location of manholes/vaults shall be referenced by the Design En6neer, to a minimum of two permanent surface references, and recorded of the Record Drawinus. b. Water tight seals shall be installed at all pipe penetrations. three (3) inches and larger. 2. The manhole/vault shall be plumb. a. Precast concrete adjustment rings shall be used to bring the ring and cover to <-rade. b. The total height from the top of the manhole/vault to the finish street grade shall not exceed sixteen (16) inches unless otherwise indicated. C. Adjustment rings in paved areas shall be joined using a minimum one (1) inch mortar bed. Adjustment rings in landscape areas can be joined using preformed plastic gasket. d. All joints, lifting holes and other imperfections shall be filled with non - shrink grout to provide a smooth finished appearance. e. Meter pits and vaults shall be used for all commercial and irrigation taps. PART 2-PRODUCTS 2.1 TAPPING SADDLES A. 3/4 inch. inclusive, through 2-inch. inclusive, tapping saddles shall be constructed of materials in accordance with one of the following descriptions: l . Ductile Iron and Asbestos Cement pipe saddles shall have a brass body with double silicon bronze straps. 2. Poly Vinyl Chloride pipe saddles shall have a brass body with a stainless steel strap. 3. Thread-O-Lets may be used for weld -on tap saddles for steel pipe; a. Nuts. bolts and accessories shall be in accordance with Manufacturer Specifications. 4. Thread-0-Let saddle outlet threads shall be IP thread with insulated couplings, all other outlet threads on tapping saddles shall be "cc" type only. Midway Drive Roadway 02646-4 Service Lines and Appurtenances and Water Line Improvements I B. 3-inch and larger taps, reference Section 271 1. Subsection 2.6. C. Acceptable manufacturers of tapping saddles are: 1. Mueller. 2. Ford. 3. A.Y. McDonald 4. Thread-O-Let 5. There will be no substitutions allowed. 2.2 CORPORATION STOPS A. All corporation stops shall conform to AWWA C800. 1. All corporation stops shall be constructed of brass. 2. Corporation stop inlet threads for tapping saddles shall be "cc" type only. All corporation stop outlets shall use compression sttle connections, with a positive stop. 4. Corporation stops shall be used for all taps which are two (2) inches and smaller B. Acceptable manufacturers of corporation stops are: 1. Mueller. 2. Ford. 3. A. Y. McDonald. 4. There will be no substitutions allowed. 2.3 SERVICE LINES A. Copper pipe shall be used for service lines up to two (2) inches. B. All copper services shall conform to the Appendix to AWWA C800. 1. 1. Type K Copper shall be used for copper services. Midway Drive Roadway 02646-5 Service Lines and Appurtenances and Water Line Improvements 2.4 COUPLINGS A. All couplings shall use compression stele connections. with a positive stop. B. All couplings shall be constructed of brass. C. Acceptable couplings and their manufacturers are: 1. Mueller. 2. Ford 3. A. Y. McDonald 4. There will be no substitutions allowed. 2.5 CURB STOPS A. All curb stops shall use compression style connections; with a positive stop. B. All curb stops shall be constructed of brass. C. Curb stops shall be used for taps which are two (2) inches and smaller. D. Acceptable 3/4-inch through 2-inch curb stops and their manufacturers are: 1. Mueller 2. Ford 3. A. Y. McDonald 4. There will be no substitutions allowed. F. Curb Stops shall be used for all residential services unless noted otherwise on the approved construction drawings 2.6 CURB STOP BOXES A. Valve boxes shall have an arch pattern base, and a telescoping one (1) inch upper section. Midway Drive Roadway 02646-6 Service Lines and Appurtenances and Water Line Improvements B. Valve box lids shall have a pentagon stele access plug. with"water" cast into lid. C. Valve box shut-off rod shall be '/-inch stainless steel. D. The maximum distance between the top of the lid and the shut-off rod shall be thirty (30) inches. E. Acceptable valve boxes and their manufacturers are: I. Mueller: 4H-103 04 for %-inch through two (2) inch 2. Ford: EA2-**-40-"*R for 3/4-inch and one (1) inch EA2-"*-40-**R (with CB-7) for 1-1/2 and two (2) inch services 3. a. Y. McDonald: 5607 (with 5607L) for 3/4-inch and one (1) inch 5602(with 5607L) for 1-1/2 and two (2) inch services F. Valve boxes for three (3) inch and larger services. l . Reference Section 02641. Subsection 2.5 2.7 METER SETTERS A. All 3/4-inch and one (1) inch meter setters shall have an any*]e ball valve with a padlock wing located on the inlet side. vertical inlet and outlet connections, and a seven (7) inch height on -/-inch setters. and ten (10) inch height on one (1) inch setters with positive stop compression style lower connections in accordance with the manufacturer's accessory options. The acceptable manufacturers are: 1. Ford. 2. Mueller. 3. A.Y. McDonald v 4.. There will be no substitutions allowed. u Midway Drive Roadway 02646-7 Service Lines and Appurtenances and Neater Line Improvements u [�l B. All 1-1/2 inch and two (2) inch meter setters shall have an angle ball valve with a padlock wing. and a built in locking by-pass in accordance with the manufacturer's accessory options. Outlet connections will be horizontal and include positive stop compression connections. The acceptable manufacturers are: 1. Ford. 2. Mueller. 3. A.Y. McDonald 4. There will be no substitutions allowed. C. The meter setter distance from the inside flange to flan=e shall be: I . %" meter = 7 'G" opening distance 2. 1" meter = 10 3/4" opening distance 3. 1 Yz " meter = 13 ''/4" opening distance 4. 2" meter = 17 114" opening distance PART 3 - EXECUTION 3.1 GENERAL A. The Contractor shall make all taps and install the service line to the permanent facilities prior to disinfection and pressure testing of the wafer main. B. The Contractor shall adjust stop boxes and meter pits to the horizontal location and to the final ,, ade as determined by the grade stake. I. Reference Subsections 3.4 and 3.5 in this section. 2. Grade stakes shall be a placed a minimum of five (5) feet from the location of the stop box. 3. Grade stakes shall not be disturbed prior to inspection of the service by the District. C. The Contractor shall mark the location of the water service with a scored"W", four (4) g inches high. into the face of the curb and cutter. i7 3.2 SERVICE LINE TAPS Midway Drive Roadway 02646-8 Service Lines and Appurtenances t and Water Line Improvements M U9/Zb/4VVI WED 141 bb FAX GLH•CUNSTRUCTIUN IQI00i/U07 I IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this 27th day of September , 2007, and such of them as are corporations have caused their corporate seals to be hereto affixed and these ' presents to be signed by their proper officers, the day and year first set forth above PRINCIPAL, SURETY Name: GLH Construction, Inc Merchants Bonding Company (Mutual) Address : 780 E Garden Drive Windsor, CO 80550 By: Title: G u hes, O ner ATTEST: By: kW)TWalmo e 7/96 2100 Fleur Drive Des Moines, IA,50321 BYN-0 Title:'K�arTol�e Peters, Attorney -in -Fact ;aa(p Ha '3 (SEAL) fir m;(ry1,'f�F,rf' r! ! k.y.yer'�jo- Section 00410 Page 3 A. Taps shall not be made within two (2) feet of any joint or fitting. B. Taps shall be separated by at least two (2) feet (measured along the pipe len(-Yth), even when taps are made on opposite sides of pipe. C. Taps which are made on the same side of the pipe and within ten 10 feet of each other (measured along the pipe length); shall be staggered fifteen degrees. D. Ductile Iron Pipe Taps l . Corporation stops shall be installed by means of a tapping saddle unless otherwise indicated on the approved Construction Drawings or as directed by the District representative. E. PVC Pipe Taps. l . Corporation stops shall be installed by means of a tapping saddle unless otherwise indicated on the approved Construction Drawings or as directed by the District representative. 3.3 SERVICE LINES A. All service lines shall be a minimum of five (5) feet, and a maximum of six (6) feet, below the final grade. B. There will be a maximum of one coupling per service. between the main and the curb stop, meter pit, or meter vault assembly. 1. Service lines (3/4-in. through 2-in.) shall be uniform in size from the corporation stop to five (5) feet past the meter pit or the curb stop. C. When backf ]ling the service trench. sand shall be used at a minimum of four (4) inches under and six (6) inches above any given location of the service line. l . Sand shall conform to ASTM C 33. 2. Reference chart on page 02221-5, Subsection 2.2, Part B-1 D. Service trenches shall be subject to compaction specifications. 4 1. Reference Section 02221. Subsection 3.6 and 3.7. 3.4 CURB STOPS u r-- A. The Contractor shall adjust the curb stop boa to one (1)inch above final _rade. i~ Midway Drive Roadway 02646-9 Service Lines and Appurtenances —, and Water Line Improvements H B. en C. C 3.i Curb stop box shall be plumb. There will be no major landscaping (trees. shrubs. boulders, etc.) or structures (retaining walls, etc.) within a five (5) foot radius of the meter pit or vault. There will be no tees or connections installed between the curb stop and the interior meter setter assembly. METER PITS AND VAULTS A. Exterior meter settings shall be installed according to the manufacturers recommendations; and in accordance with the "Typical Meter Pit installation" or the "Standard Setting for 1-1/2" d 2" Meters" drawings in the appendix. B. Meter pits and vaults shall not be installed in any street, alley, parking area, driveway, or sidewalk, unless otherwise authorized by the District. C. There will be no major landscaping (trees, shrubs, boulders, etc.) or structure (retaining wall. etc.) within a ten (10) foot radius of the meter pit or vault structure. D. The around surrounding meter pits and vaults shall slope away from the lid at a minimum g ade of two (2) percent. toward the street. E. There will be no plumbinn connections inside the meter pit or vault. F. All tees, connections, and couplings shall be a minimum of five (5) feet from the meter box, pit, or vault wall on the downstream side. G. Meter pit and vault covers shall be adjusted to one (1) inch above final grade. H. Concrete meter vaults. 1. Reference Section 2713, Subsection 2.7, and Section 3400, Subsection 2.1 3.6 INTERIOR METER SETTINGS A. Interior meter settings shall be installed in accordance with the following Typical Drawings in the Construction Drawings. 1. "Typical Curb Stop Installation". B. If the water service is to enter the house through the floor, a minimum of four (4) inches of concrete or twenty four (24) inches of soil shall cover the water service from the edge of the foundation to the vertical riser. Midway Drive Roadway 02646-10 Service Lines and Appurtenances and Water Line Improvements 1. The vertical riser shall be installed under a heated portion of the residence. 2. The vertical riser shall be insulated from the point of connection with the horizontal service to the floor of the buildine. a. The insulation shall provide a minimum of four (4) inches of cover on all sides of the water service. C. Any meter setters which are placed in a heated crawl space, shall be installed no more than three (3) feet from the entrance to the crawl space. D. All meter setters shall be installed so that the meter is in a horizontal position. 1. The meter setter shall not he installed above a hot water heater. E. A clear and unobstructed access of not less than twelve (12) inches by twelve (12) inches shall be provided so that the meter setter can easily be reached. F. All tees and connections shall be at least two (2) feet from the meter setter valve; on the outlet side. G. With the exception of the curb stop, there shall be no connections made between the water main and the meter setter. 3.7 INSPECTION A. The Contractor shall insure that the curb stop, corporation stop, and any couplings remain exposed until after the inspection and the approval for back -fill is given by the District. B. All tap and service inspections shall be scheduled with the District. 1. A minimum of 48 hours notice is required on all tap and service inspections. C. The water shall be turned on at the curb stop by the District, only after the service line, curb stop, stop box, and meter setting is approved. END OF SECTION Midway Drive Roadway 02646-1 1 Service Lines and Appurtenances and Neater Line Improvements v H1 u SECTION 02710 AGGREGATE BASE COURSE PART] GENERAL 1.01 SECTION INCLUDES A. The worked to be performed includes the preparation of the aggregate base course foundation; the production, stockpiling.. hauling. placing and compacting aggregate base course. 1.02 RELATED SECTIONS A. Section 02240 — Water Control and Dewaterin; B. Section 02315—Excavation and Embankment 1.04 SUBMITTALS A. The CONTRACTOR shall cooperate. with the ENGINEER in obtaining and providing samples of all specified materials. The CONTRACTOR shall submit certified laboratory test certificates for all items required in this section. PART PRODUCTS 2.01 MATERIALS A. Aggregates: Aggregates for bases shall be crushed stone, crushed slag. crushed gravel or natural gravel that conforms to the quality requirements of AASHTO M 147 except that the requirements for the ratio for the minus No. 200 sieve fraction to the minus No. 40 sieve fraction shall not apply. The requirements for the Los Angeles wear test shall not apply to Class 1. 2 and 3. Aggregates for bases shall meet the grading requirements as called out in the Drawings. The liquid limit shall be as shown in the table and the plasticity index shall be - 6. Midway Drive Roadway and Water Line Improvements 02710-1 Aggregate Base Course B. Gradations: Sieve Desiunation Percentage by Weight Passing Square Mesh Sieves LL < 35 LL < 30 Class I Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 4 inch --- 100 --- --- --- 3 inch --- 95 - 100 --- --- --- --- --- 2 1112 inch 100 --- --- I o0 2 inch 95 - 100 100 --- --- --- 11/2inch --- --- --- 90- 100 100 --- --- I inch --- --- --- --- 95 - 100 --- 100 3/4 inch 50 - 90 --- 100 No. 4 30 - 65 --- 30 - 50 30 - 70 30 - 65 No. 8 -- --- --- --- 25 - 55 20 - 85 No.200 3-15 3-15 20 max. 3-12 3-15 3-12 5-15 Note: Class 3 materials shall consist of bank or pit run material. 2.02 EQUIPMENT A. General: Equipment shall be capable of legally performing the work as described in this Specification. Equipment that is inadequate to obtain the results specified shall be replaced or supplemented as required to meet the requirements of this Specification. Any equipment that is used in an improper manner may be cause for rejection of the work if in the opinion of the ENGINEER the work fails to meet the requirements of this specification. Equipment used for compaction shall be the rolling type. vibratory type, or combination of both types, and shall be of sufficient capacity to meet the compaction requirements herein. PART EXECUTION 3.01 PREPARATION OF FOUNDATION A. The foundation shall be considered to be the finished earth subgrade. subbase course.. or base course, as the case may be. upon which any subbase. base or surface course is to be constructed. Preparation of foundation for construction of a subbase. base, or surface course shall consist of the work necessary to restore, correct- strengthen or prepare the foundation to a condition suitable for applying and supporting the intended course. For aggregate base course roads and parking areas, the top six -inches of topsoil shal I Midwav Drive Roadway 02710-2 Aggregate Base Course and Water Line Improvements M H ea p W be stripped within the area to be aggregate surfaced. Following stripping of the topsoil, the upper 12 inches of the subgrade shall be scarified and compacted to a minimum of 95% of the Maximum Standard Proctor Density (ASTM D698). On - site material may be used as accepted by the ENGINEER, for compacted fill for the aggregate base course. Fill shall be placed within 2% of optimum moisture content and compacted to a minimum of 05% of the Maximum Standard Proctor Density (ASTM D698). Aggregate base course used as a foundation for pavements shall be placed on the subgrade within two percent of optimum moisture and compacted to a minimum of 95% of the Maximmn Standard Proctor Density (ASTM D698). The top six inches of topsoil shall be stripped within the area to be aggregate surfaced. Following stripping of the topsoil, the upper 12 inches of the subgrade shall be scarified and compacted to a minimum of 95% of the Maximum Standard Proctor Density (ASTM D698). On -site material max, be used, as accepted by the ENGINEER. for compacted fill for the aggregate base course. Fill shall be placed within 2% of optimum moisture content and compacted to a minimum of 95% of the Maximum Standard Proctor Density (ASTM D698). Deviations in aggregate base course under pavements of more than 114 inch in 10 feet measured with a 10-foot straight edge, shall be corrected prior to pavement construction. The foundation shall be prepared and constructed such that it will have a uniform densiry throughout. It shall be brought to the required alignment and cross section with equipment and methods adapted for the purpose. Upon completion of the shaping and compacting operations, the foundation shall be smooth, at the required density, and at the proper elevation and contour to receive the aggregate base course. After the specified compaction has been obtained, the subgrade under the curb, gutter. sidewalk and pavement shall be proof -rolled with a heavily loaded rubber tire roller, fully loaded water truck, or other approved equipment. Those areas which produce a rut depth of over',! inch or which crack the subs*rade after pumping and rebounding shall be ripped. scarified, wetted or dried if necessary, and recompacted to the requirements for density and moisture at the CONTRACTOR'S expense. Where unsuitable material is encountered, the ENGINEER may require the CONTRACTOR to remove the unsuitable materials and backfill to the finished trade with approved material. The completed subgrade shall be proof -rolled again after placement of approved material. Unless otherwise provided, all holes, ruts and other depressions in the foundation shall be filled with materials similar to those existing in the foundation. High places shall be excavated and removed to the required lines, trade and section. Base course material shall not be placed on a foundation that is soft, spongY, or one that is covered by ice or snow. Base course shall not be placed on a dry or dusty foundation where the existing condition would cause rapid dissipation of moisture from the base course material and hinder or preclude its proper compaction. Dry foundations shall have water applied and reworked and compacted as necessary. The ENGINEER shall direct the CONTRACTOR to make minor adjustments in the finish grade from that shown in the Drawings as may he necessary or desirable to maintain the characteristics of a stabilized foundation by minimizing the amount of cutting into or filling. Midway Drive Roadway and Water Line Improvements 02710-3 Aggregate Base Course 3.02 EARTH SUBGRADE A. When the foundation is an earth subgrade it shall be prepared by removing all vegetation, excavating and removing materials, filling depressions, scarifying. shaping, smoothing and compacting to meet the required grade. section and density. Stones over six inches in greatest dimension shall be removed. 3.03 PLACEMENT A. The aggregate base course shall be constructed to the width and section shown in the Drawings. If the required compacted depth of base coarse exceeds six inches, the base shall be constructed in two or more lavers of approximate equal thickness. The maximum compacted thickness of any one layer shall not exceed six inches. Each layer shall be constructed as far in advance of the succeeding layer as the ENGINEER may direct. The work shall, in general, proceed from the point on the project nearest the point of supply of the aggregate in order that the hauling equipment may travel over the previoush1 placed material, and the hauling equipment shall be routed as uniformly as possible over all portions of the previousIN constructed courses or lavers of the base course. The material shall be deposited on the soil foundation, or previously placed layer in a manner to minimize segregation and to facilitate spreading to a uniform laver of the required section. In the event that blending of materials is necessary to provide required gradation and properties of the material, and is done in the roadway. the same shall be accomplished by mixing the aggregate and blending material by means of blade graders, discs, harrows or other equipment to effect a uniform distribution and gradation throughout the finished Mixture. Excessive mixing and grading that will cause segregation between the coarse and fine materials is prohibited. 3.04 COMPACTION A. After a laver or course has been placed and spread to the required thickness, width and contour. it shall be compacted. If the material is too dry to readily attain the required density, it shall he uniformly moistened to the degree necessary during compaction operations for proper compaction. B. Compaction of each layer shall continue until the required density of Section 3.01 is reached. The surface of each layer shall be maintained during compaction operations in such a manner that a uniform texture is produced and aggregates firmlp keyed. All areas where proper compaction is not obtainable due to segregation of materials. excess fines, or other deficiencies in the aggregate, shall be reworked as necessary or the material removed and replaced with aggregates that will meet this specification. The surface of each layer shall be kept true and smooth at all times. 3.05 MIXING A. General: Unless otherwise specified, the CONTRACTOR shall mix the aggregate by any one of the three following methods. Midway Drive Roadway 02710-4 Aggregate Base Course and Water Line Improvements M 1. Stationary Plant Method: Aggregate base course and water shall be mixed in an approved mixer. After ® mixing the aggregate shall be transported to the project site while it contains the proper moisture content and shall be placed on the roadbed by means of an approved spreader. I0J 2. Travel Plant Method After the material for each layer has been placed through an aggregate spreader or windrow sizing device, it shall be miiformly mixed by a traveling mixing plant. 3. Road Mix Method After material for each layer has been placed. the materials shall be mixed while at an optimum moisture content by motor graders or other approved equipment until the mixture is uniform throu_hout 3.06 SHOULDER CONSTRUCTION A. Shoulders shall be constructed with base course material to conform to the elevation and section shown in the Drawings. No equipment shall be used which by its design or through its manner of operation that will damage the pavement or curbs. Insofar as practicable, the base course material shall be placed directly on the shoulder area. Materials that are deposited outside the shoulder area, if not contaminated- shall be recovered and placed within the required limits. The CONTRACTOR will not be compensated for materials not recovered as determined by the ENGINEER. Materials shall not be deposited on the pavement or surfacing during placing unless specifically permitted by the ENGINEER. The base course material as placed shall be spread and compacted to the required density in layers not exceeding six inches in compacted thickness. Any material inadvertently placed on the pavement shall be broomed from the pavement. The result shall not effect a change in the gradation of the shoulder material. END OF SECTION Midway Drive Roadway 02710-5 Aggregate Base Course and water Line Improvements THIS PAGE INTENTIONALLY LEFT BLANK. Midway Drive Roadway 02710-6 Aggregate Base Course and Water Line Improvements N F SECTION 02713 WATER DISTRIBUTION SYSTEM PART] -GENERAL 1.1 DESCRIPTION A. This section addresses the acceptable products, materials, and construction practices which may be used in the installation of water distribution mains. 1.2 QUALITY ASSURANCE A. Water system installations shall conform to the regulations of the Colorado Department of Health, and the Water Quality Control Commission. B. Construction stakimr. 1. Reference Section 02221, Subsection L2. C. Horizontal aliunment shall not deviate by more than six (6) inches. D. Vertical alignment shall not deviate by more than three (3) inches, as measured from the pipe invert. E. The minimum effective area of thrust blocks shall be as specified in "Standard Concrete Thrust Blocks" drawing in the Construction Drawings. 1.3 PRODUCT DELIVERY, STORAGE AND HANDLING A. Reference Sections 02622. 02641, 02644, 02646 1.4 JOB CONDITIONS A. Foreign material (debris, tools, clothing, or other material)_ including trench water. shall not be permitted in the pipe. B. In order to prevent water, debris, and animals from entering the pipe, the open ends of the pipe shall have a watertight plug, installed when pipe laying is not in progress_ Midway Drive Roadway 02713-1 and Water Line Improvements Water Distribution System I r CI I LI ri A Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Mike Schmitt, Valerie Schmitt, Karole Peters of Greeley and State of Colorado its true and lawful Attorney-m-Fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, undertakings, recogmzances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of BOOR MILLION (S 4,000,000 00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the ads of said Attorney-m-Fact, pursuant to the authority herein given, are hereby ratified and confirmed This Power -of -Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By - Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 15, 2002 ARTICLE II, SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof ARTICLE II, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this 16th day of January, 2006 STATE OF IOWA COUNTY OF POLK ss MERCHANTS BONDING COMPANY (MUTUAL) President On this 16th day of January, 2006, before me appeared Larry Taylor, to me personally known, who being by me duly swom did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation described in the foregoing instrument, and that the Seal affixed to the said Instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed In behalf of said Corporation by authority of its Board of Directors In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written rf, CINDY SMYTH F Commission Numberp1715D4 MYMarch116 �2009 Ires STATE OF IOWA COUNTY OF POLK ss WZ' J/ Notary Public Polk ft I, William Wainer, Jr, Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is still in full force and effect and has not been amended or revoked In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this 27th day of September. 2007 `PPO 0 �'09'• • •m.'c,� 94 * 0, •z: 1933 : c: Secretary Ns POA 0001 (1/06) C. Effective measures shall be used to prevent uplifting or floating of the pipeline prior to completion of the backfilling operations. Dewatering methods and procedures shall be the responsibility of the installation contractor. D. Pipe shall not be installed under the following conditions: 1. When the trench contains water. 2. When weather conditions are unsuitable. a. Temperature is less than 10' Fahrenheit. District approval is required when the temperature is 32° Fahrenheit or less. 3. When the trench bottom is unstable. E. Pipe and appurtenances shall be protected against dropping and damage. 1. Pipe and appurtenances shall not be used if they are damaged. PART 2-PRODUCTS 2.1 PIPE A. The same type of pipe material shall be used for each size pipe. 1. Pipe material shall not be interchanged; except where another type of pipe material is specifically indicated. 2.2 VALVES A. Reference Section 02641. 2.3 FIRE HYDRANTS A. Reference Section 02644. 2.4 BLOW -OFFS A. All permanent blow -offs shall be a Mueller Super Centurion 250 with two (2) 2.57� NST thread nozzles a 5-V inch MVO. with a six (6) inch mechanical joint shoe, or as approved on the Construction Drawings Midwav Drive Roadway 02713-2 Water Distribution System and Water Line Improvements I . Blow -off operation and color shall match the specifications of the jurisdictional fire agency. 2.5 SERVICE LINES, METERS, APPURTENANCES A. Reference Section 02646. 2.6 TAPPING SLEEVES A. Tapping sleeves and valves are required for connections to existing water mains unless otherwise indicated on the Construction Drawings, or approved by the District. B. Tapping sleeves for PVC and Ductile Iron pipe shall be a stainless steel construction with a stainless steel or ductile iron flange. Approved manufacturers are: 1. ROMAC 2. Ford °1CM 4. Or Approved Equal C. Tapping sleeves for Steel pipe shall be a weld -on type, approved by the District. 2.7 CONCRETE VAULTS AND MANHOLES A. Mortar. 1. Mortar shall be Sand -Cement b,rout using the following ratio: a. One (1) part Portland cement: conforming to ASTM C150, Type 1/11. b. Two (2) parts sand: conforming to ASTM C 144. C. One half (1 /2) part hydrated lime: conforming to ASTM C207_ Type S. B. Grout l . Grout shall be one of the following: a. Pre -mixed non-metallic _rout, acceptable types and manufacturers listed below: Midway Drive Roadway 02713-3 Water Distribution System and Water Line Improvements i. Master Builders: "Embeco Mortar". ii. Sormeborn: "Ferrolith G-D.S. Redi-Mixed". iii. Approved equal. b. Job -mixed -,rout shall use the followimt, ratio: i. One (1) part Portland Cement: conforming to ASTM C207, Type 1/1I. ii. One (1) pan sand; conforming to ASTM C144. iii. One (1) part shrinkage correcting aggregate. Acceptable types and manufacturers are: Master Builders; "Embeco Angreame". Sonneborn; "Ferrolith G-D.S." - Approved equal. C. Steps 1. All steps shall be made of the following materials: a. Copolymer polypropylene plastic conforming to ASTM C478 and ASTM C497. b. Acceptable steps and their manufacturers are: i. Neenah: R-1982-W. ii. M. A. Industries; PS-2-PFS. C. All steps shall be spaced twelve (12) inches apart (O.C.) d. The maximum distance from the cover to the top most step shall be tweniv four (24) inches. e. The maximum distance from the bench of the manhole to the lowest step shall be eighteen (18) inches. D. Pipe Penetration seals. 1. Approved seals and their manufacturers: Midway Drive Roadway 0271 1-4 Water Distribution System and Water Line Improvements a. LINK -SEAL; Thunderline Corp. b. .Approved equal. PART 3-EXECUTION 3.1 INSPECTION A. Pipe barrel and fittings shall be free of dirt or other foreign objects prior to installation. B. Pipe and fittings shall be inspected for cracks, dents, abrasions or other flaws prior to installation. C. Pipe and fittings with damaged linings or coatings shall be rejected. 1. Defective pipe shall be marked and remain on the site until removal is approved by the District. 3.2 PREPARATION A. Trenching, backfilling. and compacting. 1. Reference Section 02221. B. Connections. 1. The location and elevation of the existing utilities shall be verified prior to construction. D. Joints 1. Dirt. oil. Lrit. and other foreign matter shall be removed from the inside of the bell and outside of the spigot. 2. A thin film of lubricant shall be applied to the inside of the gasket and the spigot end of the pipe, per the manufacturer's recommendations. ;. The lubricated joint shall be kept clean until joined 4. The pipe shall have a depth mark prior to the assembly to insure that the spigot end is inserted to the proper depth of the bell end joint. 5. Stabbing the pipe shall not be allowed. 6. Previously completed joints shall not be disturbed during the jointing operation. Midway Drive Roadway 02713-5 Water Distribution System and Water Line Improvements 7. After the initial acceptance of the water main. the Contractor shall be responsible for the repair of any leak, resulting from improper workmanship or materials, which are discovered within the one (1) year warranty period. 3.3 PIPE INSTALLATION A. All pipe shall be installed with the bells pointing in the direction that the work is progressing. B. The Contractor shall employ effective measures to prevent the separation of joints during bedding and backfilling operations. I. Bedding material shall not be dropped onto unsupported pipe, which has been set to alignment and erade. 2. Pipe shall be laid and maintained at required lines and grades as specified in the approved Construction Drawings. D. Ductile iron pipe shall be installed with a polyethylene encasement. E. Tracing wire shall be installed with all water mains. F. The pipe shall be secured in place with the specified bedding consolidated under and around the pipe. G. The pipeline shall be installed so that a uniform positive or nee*ative grade is maintained between the designed hieh and low points. H. The minimum depth of cover shall be five (5) feet from the finished grade to the top of the pipe, except as otherwise indicated on the Construction Drawings. 1. The maximum depth of cover shall be six (6) feet from the finished grade to the top of the pipe, except as otherwise indicated on the Construction Drawings. J. Concrete encasements shall be provided where indicated on the Construction Drawings only. Written District approval is required for all other cases. 1. Cast -in -Place Concrete. a. Reference Section 03300. 2. At anv location where a water main crosses a sewer line, and the sewer is above the water main, or the vertical distance between the two mains is less than 18-inches, the crossirn> shall be constructed by the followinL,, method: Midway Drive Roadway 02713-6 Water Distribution System and Water Line Improvements I a. One length of pipe, with a laying length of 18-feet, or areater. shall be installed. The pipe shall be centered on the crossing such that no pipe joints are within ten (10) feet. 3. Suitable back kill or other structural protection shall be provided to prevent settling or failure of the higher pipe. 3.4 THRUST RESTRAINT A. Anchorage and blocking. Reference the "Standard Concrete Thrust Blocks" drawing in the Construction Drarnrings. 2. Concrete thrust blocks For preventing pipe movement shall be provided at all mechanical joint plugs, tees, and bends (which deflect 11-1/4 degrees or more). 3. The minimum size of thrust blocks shall be determined from the table in the "Standard Concrete Thrust Blocks" drawing in the appendix. 4. The concrete thrust block bearing surface shall be excavated into undisturbed soil. a. All loose soil shall be disposed of. and the location where the thrust block is to be poured shall be carefully shaped to provide a unif,)rrn bearing surface of the required size. b. The concrete thrust block bottom shall be 'flat. and sides shall be vertical. C. if soil is to be disturbed, making a concrete thrust block unusable, alternate restraining systems must be approved by the District prior to pipeline installation. 5. The concrete thrust block shall be formed to provide access to fittings and hydrants. 6. Concrete shall be separated from fittings and hydrants by an 8 mil polyethylene film. a. Concrete shall not be poured directly on or over fittings, nuts, bolts, flanges, etc.. U 7. The District shall be notified 24 hours before concrete is placed. Midway Drive Roadway 02715-7 Water Distribution System and Water Line Improvements B. Restraining Devices I. If concrete thrust blocks cannot be used for anv reason. push -on and mechanical Joints may be restrained with mechanical restraint systems. 2. The Design Engineer shall determine the length of pipe to be restrained for each situation where mechanical restraint systems are installed. 3. All vertical bends shall be restrained with a mechanical restraint system. 4. All auxiliary fire hydrant / (blow -off) valves shall be restrained to prevent the movement of the valve during hydrant / (blow -off) removal or maintenance. 3.5 INSTALLATION OF PIPELINE APPURTENANCES A. Valves, hydrants, taps, and other appurtenances to the water distribution lines shall be installed at the locations shown on the Construction Drawings; or as approved by the District to accommodate field conditions. 1. Measurements of the actual location of appurtenances shall be made prior to backfilling for recording in the Project Record Drawings, B. All dead-end water lines will be installed with an acceptable blow -off device. �J 1. Dead-end water lines that will be extended in the future shall have a valve which controls that section of waterline left in the on position. u C. Blow -offs will not be allowed to be permanently installed on dead-end water lines unless otherwise approved by the District. 1. Dead-end water lines, which have services. shaII have a fire hydrant at the end of the waterline to facilitate the discharge of air and water from the waterline. a. If the waterline is to be extended in the future, the fire hydrant may be installed temporarily, until the extension occurs. r r D. Blow -offs which are installed by the Contractor during construction shall be abandoned at the main prior to acceptance of the waterline. u E. Install fiberglass marker posts at all line valves, air valves. and at intervals not to exceed 1,000 feet as determined by the District. , 3.7 FIRE LINES u Midway Drive Roadway 02713-8 Water Distribution Syste°n and Water Line Improvements A. The District owns the fire line valve on the District's water main and the owner is responsible for all facilities beyond the valve. B. The fire line Back -Flow -Prevention device (BFPD) with flow detection must be located within a maximum 300 feet of the District water main. The BFPD is to be located on the fire line riser at the piping entrance into the building or structure. C. Fire lines shall be installed at the location shown on the District approved construction drawings; or as directed by the District. D. All materials and testing shall, at a minimum, conform to District specifications or as directed by the jurisdiction having authority. E. District representative must be on -site to witness testing on BFPD. 3.8 CROSS -CONNECTION CONTROL A. Connections to District facilities shall conform to the latest edition of the Colorado Cross -Connection Control manual. Reference: Colorado Department of Public Health and Environment/ Water Quality Control Division 3.9 PROTECTION OF METAL SURFACES A. If the supplied material has not been factory coated. or the coating has been damaged by installation, the material shall be protected by one of the following methods: 1. Two coats of coal tar paint shall be applied to ferrous metal rods, rebar, clamps, bolts, nuts and other accessories which are subject to submergence or contact with earth or fill material, and are not encased in concrete. a. The first coat of coal tar paint shall be applied to a dry. clean surface. b. The first coat of coal tar paint shall be allowed to dry before the second coat is applied. 2. Ferrous metal rods, rebar, clamps; bolts, nuts and other accessories which are subject to submergence or contact with earth of fill material, and not encased in concrete shall be protected with coal tar paint or a rubberized spray -on undercoating, and wrapped by a minimum 8 mil polyethylene film. Midway Drive Roadway 02713-9 Water Distribution System and Water Line Improvements I a. The rubberized spray -on undercoating shall be either: i. NAPA: Mac's Rubberized Undercoating ii. Tite-Seal Rubberized Undercoating; iii. Or approved equal. END OF SECTION Midway Drive Roadway 02713-10 Water Distribution System and Water Line Improvements iI 0 SECTION 02740 FLEXIBLE PAVEMENT PART] GENERAL 1.01 SECTION INCLUDES A. Hot Bituminous Pavement — This shall consist of constructive one or more courses of HBP Grading S L SG over existing pavement or subgrade surfaces prepared by the CONTRACTOR. This section covers paving of all new and existing asphalt surfaces. Existing pavement is to be replaced with similar material as herein set forth. B. Asphalt Patching— HBP Grading S & SG shall be used in locations as directed by the ENGINEER. These quantities will be restricted to small areas which require hand placement methods and conventional paving equipment cannot be utilized. 1.02 RELATED SECTIONS A. Section 02315 — Excavation and Embankment B. Section 02710 — Aggregate Base Course 1.03 QUALITY ASSURANCE A. Test samples will be taken in the field by the OWNER's independent testing service. Mix designs and material samples are to be submitted for review at least 4 weeks prior to material placement. All sampling and testing shall be done in accordance with the latest methods of AASHTO. unless otherwise specified. B. When placing the asphalt trench patch, saw cutting of the existing asphalt will not be permitted within the wheel path of a travel lane. All asphalt patches shall conform to the specifications outlined in the City of Fort Collin; Design and Construction Standards for Streets of Public Right-of-way. "Construction Details' section. PART PRODUCTS MATERIALS A. Laboratory Mix Design — Grading S & SG - The mix designs shall be prepared by an independent laboratory acceptable to the ENGINEER and shall be submitted by the CONTRACTOR to the ENGINEER for approval a minimum on one ()) month prior to the beginning of paving for this project. The criteria for the mix design shall be determined by the Ciry of Fort Collins Streets Department. Designed according to the most recent set of SUPERPA VE Specifications available. Midway Drive Roadwav 02740-1 Flexible Pavement and Water Line Improvements ADDENDUM 2 REVISED BID SCHEDULE 6069 MIDWAY DRIVE ROADWAY AND WATERLINE IMPROVEMENT PROJECT Item Description Unit Estimated Unit Item Number Quantity Cost ($ Cost $ 1 Mobilization Lump Sum 1 2 Traffic Control Lum Sum 1 3 Surveying Lump Sum 1 4 Clearing and Grt Lump Sum 1 5 Unclassified Excavation Cubic Yard 381 6 Embankment (Complete In Place Cubic Yard 110 7 Haul and Disposal Cubic Yard 271 8 A re ate Base Course Class 6 Ton 660 9 8" DR 18 PVC Water Line (Including appurtenances Linear Feet 1,509 10 Fire Hydrant (Including valves, piping, & thrust Block Each 2 11 3/4" Service line to Existing Meter Pit Lump Sum 1 12 8"x12"Wet Tap Lump Sum 1 13 8" x 3" Connection to Existing 3" Water Line Lum Sum 1 14 Combination Air Release and Vacuum Valve Lum Sum 1 15 Erosion Control Lump Sum 1 16 Clean Existing 10" RCP Lum Sum 1 17 Remove and Replace Existing 24" CMP Linear Feet 56 18 Remove Asphalt Pavement (Assume 10" deep) S uara Foot 700 19 Replace Asphalt Pavement Ton 60 20 15" CMP with Flared End Sections Linear Feet 40 Total Cost in Words: COMPANY NAME SIGNATURE PRINTED NAME TOTAL COST $ Dollars TITLE DATE SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1 Name of Bidder: (W Q2Mtnrtion. Tm. 2. Permanent main office address: 780 F. Chn-iEn DHN4, Mrdsor, M Rf)591 3. When organized: 19% 4. If a corporation, where incorporated State of Cbl.oraxh 5. How many years have you been engaged in the contracting business under your present firm or trade name? 11 years 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: Atta&ed 8. Have you ever failed to complete any Work awarded to you? No If so, where and why? 9. Have your ever defaulted on a contract? No If so, where and why? 10. Are you debarred by any government agency' No If yes list agency name. 7/96 Section 00420 Page 1 A request made in writing by the CONTRACTOR for changes in tile Job mix formula will be considered by the ENGINEER. The CONTRACTOR shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP. This plan shall be submitted to the ENGINEER and approved prior to beginning the paving operations. When the ENGINEER determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. Reclaimed materials will not he allowed in Hot Bituminous Pavement (HBP). A maximum of 20% reclaimed material will be allowed for HBP Grading SG. The CONTRACTOR shall constrict the work such that all roadway pavement placed prior to the time paving operations end for the year. shall be completed to the full thickness required by the Contract Documents. The CONTRACTOR'S Progress Schedule shall show the methods to be used to comply with this requirement. The design mix for Grading S. SX: and SG shall conform to the following: Air Voids, percent at: N (initial) N (design) N (maximum) Lab Compaction (Revolutions)_ N (initial) (a) N (design) (b) N (maximum) (a) Stability, minimum (a) (for information) Aggregate Retained on the 4.75 min (No. 4) Sieve with at least two Mechanically Induced Fractured Faces. % minimum Accelerated Moisture Susceptibility Tensile Strength Ratio (Lottman). minimum TABLE 403-1 CPL 5115 > 11.0 > I1.0 > 11.0 3.0-5.0 3.0-5.0 3A-5.0 > 2.0 > 2.0 > 2.0 CPL 5115 8 8 (a) 100 100 (b) 158 158 (a) CPL 5106 42 42 (a) CP 45 60 60 60 CPL 5109 80 80 80 Method B Minimum Dry Split Tensile Strength, CPL 5109 Method B 205 (30) 205 (30) 205 (30) kPa (psi) Grade of Asphalt Cement PG 64-22 PG 64-22 PG 64-22 Top Laver Grade of Asphalt Cement Layers PG 64-22 PG 64-22 PG 64 22 Below Ton Midway Drive Roadway 02740-2 Flexible Pavement and Water Line Improvements L Voids in the Mineral Aggregate CP 48 14.0 12.0 (a) (VMA) % minimum (a) Voids Filled with Asphalt (VFA) % Al MS-2 65 - 75 65 — 75 (a) re (a) (a) Current CDOT Design Criteria (b) Residential 50, Collector 75. Arterial 100 Note: AIMS-2 —Asphalt Institute Manual Series 2 Note: The current version of CPL 5115 is available from the Region Materials Engineer. Note: Mixes with gradations having Tess than 409b passing the 4-.75 mm (No. 4) sieve shall be approached with caution because of construetability problems. Subsection 403.03 is revised to include the following: Re!uardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225°F. Emulsified Asphalt for tack coat shall be Grade CSS-1 h. The tack coat shall consist of a 1:1 dilution (one (1) part emulsified asphalt to one (1) part "later). The application rage for tack coat shall be approximately 0.1 gallons per square yard. The existing pavement shall be broomed and cleaned to be free of dirt, water, vegetation and other deleterious matter itu nediateh, prior to commencing the paving operation. Edges of the area to be patched shall be sawcut verticalIN and perpendicular or parallel to the roadway, as directed by the ENGINEER. Tack coat shall be placed against clean, vertical edges on all sides of the area to be patched. Hot Bituminous Pavement Gradin S and Sa shall be placed in equal lifts not exceeding three (3) inches. The minimum lift thickness for Gradin, SX shall be one (1) inch and Grading S shall be (1 " /) inch. HBP Grading SG shall be placed in equal lifts not exceeding four (4) inches and the minimum lift thickness shall be three (3) inches. Overlaying layers off -lot Bituminous Pavement shall not be placed until the lower laver has cooled sufficiently to provide a stable material which will support the equipment without rutting, shoving or moving in any manner. Tack coat shall be placed between all lifts. Load slips shall be consecutivelV numbered for each day and shall include batch time. 1.02 PAVING PLANT REQUIREMENT A. General Requirements: Uniformity: The plants shall be so designed, coordinated and operated as to produce a mixture within the job mix tolerances as covered in paragraph 2.03C under "Preparation and Composition of the Mixture. Equipment for Preparation of Asphalt: Tanks for storage of asphalt shall be capable of heating the material, under effective and positive control at all times, to temperature requirements set forth in the Specifications. Heating shall be accomplished by steam coils, electricity, or other means such that no flame shall come in contact with the heating tank. A circulating system for the asphalt shall be provided of adequate size to ensure the property and West Prospect Ponds — Phase 1 10/05/04 02740-3 Flexible Pavement continuous circulation between storage tank and mixer during the entire operating period. All pipelines and fittings shall be steam jacketed or other properly insulated to prevent heat loss. Storage tank capacity shall be sufficient for at least one dav's run. 2. Dryer: A rotary dryer of any satisfactory desiLm for drying and heating the mineral aggregates shall be provided. The dryer shall be capable of drying and heating the mineral aggregate to the temperature requirements set forth in the Specifications. 3. Screens: Plant screens. capable of screening all aggregates to the size required for proportioning and having normal capacities slightly in excess of the full capacity of the mixer, shall be provided. The mesh of the screens shall be approved by the ENGINEER before paving operations. 4. Bins: The plant shall include a minimum of 3 dry aggregate storage bins with the total capacity of not less than 3 times the dead load capacity of the mixer. Each bin shall be provided with an overflow pipe that shall be of such size and at such locations as to prevent any backing up of material into other bins. Each bin shall have a suitable convenient means for sampling. The sampling openings shall be subject to the approval of the ENGINEER. 5. Thermometric Equipment: An armored thermometer reading from 200°F to 500°F shall be fixed in the asphalt feed line at a suitable location from the discharge valve at the mixer unit. The plant shall be further equipped with an approved dial scale mercury actuated thermometer, an electric pyrometer, or other approved thermometric instrument so placed at the discharge chute of the dryer as to register automatically or indicate the temperature of the heated aggregate. 6. Dust Collectors: When plants are located in any vicinity where dust may be objectionable, or when dust interferes with the efficient operation of the plant, proper housing, mixer covers, dust collecting systems shall be installed. Provision shall be made to waste the material so collected or to return it uniformly to the mixture as the ENGINEER may direct. 7. Safety Equipment: Adequate and safe stairways to the mixer platform and guarded ladders to other plant units shall be placed at all points required for accessibility to all plant operations. All gears, pulleys, chains, sprockets, and other dangerous moving parts shall be thoroughly guarded and protected. Ample and unobstructed passage shall be maintained at all times in and around the truck loading space. This space shall be kept free from drippings from the mixing platform. B. Special Requirements of Batch Plants: Plant Scale: Scales for any weight box or hopper may be either of the beam or springless dial type and shall be a standard make and design, sensitive to of 1% of the maximum load that may be required. When of the beam type, there shall be a separate beam with telltale indicator for each size aggregate and a tare beam for baiancing the hopper. West Prospect Ponds — Phase 1 02740-4 Flexible Pavement 10/05/04 I I 2. Control of Mixing Time: The plant shall be equipped with an approved means to govern the time of mixing and to maintain it. 3. Weight Box or Hopper: The equipment shall include a means for accurately weighing each bin size to hold a full batch without hand raking or running over. The weight box or hopper shall be supported on fulcrums and knife edges so constructed that they will not be easily thrown out of alignment or adjustment Gates on both bins and hopper shall be so constructed as to prevent leakage when they are closed. 4. Asphalt Bucket: The asphalt bucket which is used for weighing the asphalt cement shall have sufficient capacity to hold not less than 10% of the weight of aggregate required for one batch. It shall be steam jacketed or equipped with properly insulated electric heat units and shall be suspended on dial scales or beam scales equipped with a telltale indicator so that the tare weight of asphalt cement can be measured accurately to within 2% above or below the weight required. The bucket shall be so arranged that it will deliver the molten asphalt cement in a thin uniforni sheet or in multiple streams the full width of the mixer. 5. Mixer Unit: The plant shall include a batch mixer of an approved twin puemill type or rotary drum it ape and shall be capable of produchtg a uniform mixture within the job mix tolerances fixed by these Specifications. It shall have a batch capacity of not less than 2,000 pounds. If of the pugmill type. worn or improper pugmill paddles will not be permitted. A mechanical batch counter shall he installed and shall be so designed as to register upon only the actuation of the asphalt bucket release and to preclude the register of any material through the operation of pulling bins. C. Special Requirements for Continuous MixinIg Plants: 1. Gradation Control Unit: The plant shall include a means of accurately proportioning each bin size of aggregate either b;1 weighing or by volumetric measurement. When gradation control is by volume, the unit shall have an accurateh, controlled individual sate to form an orifice for vohnnetrically measuring the material drawn from each respective bin compartment. Indicators shall be provided on each gate to show the gate opening in inches. 2. Weight Calibration or Aggregate Feed: The plant shall include a means for calibration of gate openings by means of wei«ht test samples. The materials fed out of the bins throu--flh individual orifices shall be bypassed to a suitable test box, each compartment material confined in a separate box section. The plant shall be equipped to handle eonvenientiy such test samples weighting LIP to 800 pounds and to weigh them on accurate scales. 3. Svnchronization of Aggregate and Asphalt Feed: SatisfactorN means shall be provided to afford positive interlocking control between the flow of aggregate from the bins and the flow of asphalt from the meter or other proportioning sources. This control shall be accomplished by interlocking mechanical means or any positive method under the control of the ENGINEER. tJ West Prospect Ponds — Phase 1 02740-5 Flexible Pavement a1O/OS/04 4. Mixer Unit for Continuous Method: The plant shall include a continuous mixer of an approved twin pupmill type, and shall be capable of producing a uniform mixture within the job mix tolerance fixed by these Specifications. The paddles shall be of a type adjustable for angular position on the shafts and reversible to retard the flow of the mix. The mixer shall carry a manufacturer's plate giving the net volumetric contents of the mixer at the several heights inscribed on a permanent gauge and also giving the rate of feed of aggre_ate per minute at plant operating speed. Unless otherwise required, determination of mixing time shall be bti! weight methods under the following formula. The weights shall be determined for the Job by tests made by the ENGINEER. Mixing time in seconds = Pugmill dead capacity in pounds Pugmill output in pounds/seconds The mixing time shall be approved by the ENGINEER. 2.03 PREPARATION OF MATERIAL A. Preparation of Asphalt Cement: The asphalt cement shall be heated at the paving plant to a temperature not exceeding 325°F. The penetration of the asphalt cement shall be maintained within the limits of penetration specified through the period of us. B. Preparation of Mineral Aggregates: The mineral aggregates shall be dried and heated at the paving plant so that when delivered to the mixer, they shall be at as low a temperature as is consistent with proper mixing and laying, and in no case to exceed 350°F. They may be fed simultaneously into the same drier but in all cases, immediately after heating, they shall be screened into three or more bins. The screen sizes shall be approved by the ENGINEER prior to the start of construction. C. Preparation and Composition of the Mixture: Each size of hot aggregate, the mineral filler and the asphalt cement shall be measured separately and accurately to the proportions in which they are to be mixed. After the hot aggregate and mineral filler have been charged into the mixer and thoroughly mixed as directed by the ENGINEER, the asphalt cement shall be added and the mixing continued for a period of at least 20 seconds, or longer if necessary, to produce a homogeneous mixture, in which all particles ofthe mineral aggregates are coated uniformly. D.. Paving Plant Inspection: For the verification of weights or proportions and character of materials and determination of temperatures used in the preparation of the mixture, the ENGINEER or his authorized representative shall have access at amp time to all parts of the paving plant. PART EXECUTION 3.01 SURFACE PREPARATION A. All final pavement cuts shall be made in straight lines using saw cut. Initial pavement cuts may be made using wheel cut or other suitable method. West Prospect Ponds — Phase 1 02740-6 Flexible Pavement 10/05/04 I #P u B. Prior to placing the prime coat, the base course shall be thoroughly cleaned. Loose material shall be removed from the existing surface as directed by the ENGINEER. 3.02 PRIME COAT A. All previously prepared bases or existing surface shall be primed with a cationic emulsified asphalt in accordance with the requirements of these Specifications or as directed by the ENGINEER. The prime coat shall be placed by means of an approved pressure distributor. Before application, the asphaltic oil shall be heated as directed by the ENGINEER. However. it shall not be heated to more than I80°F. In general, the rate of application shall be from 0.25 to 0.35 gallons per square yard as directed by the ENGINEER. The prime coat shall be carefully applied, particularly around curbs and sidewalks. If excessive amounts of curb. sidewalks. or other structures are sprayed with asphaltic oil. they shall be cleaned as directed by the ENGINEER at the CONTRACTOR's expense. All vertical contact faces shall be primed by painting with cationic emulsified asphaltic oil. 3.03 ASPHALTIC CONCRETE SURFACE A. Transportation of Mixture: The mixture shall be transported from the paving plant to the work in vehicles equipped with tight metal compartments previously cleaned of all foreign materials. When directed by the ENGINEER_ the compartments shall be sufficiently insulated and each load shall be covered with canvas or other suitable materials of sufficient size to protect it from weather conditions. The inside surface of all vehicle compartments used for hauling mixture must be lightly lubricated with a tin oil or soap solution just before loading, but excess lubricant will not be permitted. No load shall be sent out so late in the day as to interfere with spreaditw and eompactins the mixture during davlieht unless artificial lieht. satisfactory to the ENGINEER. is provided. General Conditions: The mixture shall be laid only when the base is dry and only when weather conditions are suitable. The mixture shall be laid when atmospheric temperatures are consistent with the placement temperature limitations as outlined on page O2740-10. Asphalt shall not be placed when frost exists in the subgrade. Any material laid shall be rolled with pneumatic rollers in addition to the specified rolling, as directed by the ENGINEER. C. Placing Asphalt Mixture: If traffic is allowed to use the prepared subgrade or sub- base, the subarade or sub -base shall be checked and corrected as needed immediately ahead of placing bituminous materials. Prior to placement of the bituminous surface. the base shall be cleaned of all dirt or other foreign matter. When the new pavement abuts the old pavement, the CONTRACTOR shall cut the old pavement as directed by the ENGINEER and paint the edge of the pavement with a tack coat. W est Prospect Ponds — Phase 1 10/05/04 02740-7 Flexible Pavement PLACEMENT TEMPERATURE LIMITATIONS Top Layer of The Completed Pavement Min. Placement Air Temp. Layers Below the Top Laver of Completed Pavement Min. Placement Air Temp Compacted Mix Temp. Mix Temp Compacted Mix Temp. Mix Temp. Thickness —Over 234 F 200-234 F Thickness over234 F 200-234 F Under I" 60OF 70OF 1"-2 Y" 50OF 55OF Over 2 '/" 40OF 450F Under 2" 40OF 50OF 2-3" 30 E 40OF 3 '/4-4" 2 5 0 F 30OF Over4" 20OF 20OF The asphaltic pavement shall be placed only when the base is stable and weather conditions are suitable. The asphaltic pavement shall have a density of ninety-five percent (95%) of a representative laboratory compacted specimen by the Hveem method as tested in accordance with ASTM Method 2950-132 and ASTM D 2726-83. While the surface is being compacted and finished. the CONTRACTOR shall carefully trim the outside edges of the pavement to the proper alignment. Unless otherwise permitted by the ENGINEER, the mixture shall be spread by means of a mechanical self -powered paver, capable of spreading the mixture true to the line, grade, and crown set by the ENGINEER. Pavers shall be equipped with hoppers and distributing screws of the reversing type to place the mixture evenly in front of adjustable screeds. The mixture shall be dumped in the center of the hoppers and care exercised to avoid overloading and spilling over of the mixture upon the base. Pavers shall operate when laying mixtures at such speed between 10 feet and 20 feet per minute, as may be decided by the ENGINEER. Pavers shall be equipped with a quick and efficient steering device and shall have forward and reverse speeds of not less than 100 feet per minute. Unless operating on fixed side forms, pavers shall employ mechanical devices such as equalizing runners, straightedge runners, evener arms, or other compensating devices to adjust the grade and confine the edges of die mixture to true lines within the use of stationary side forms. The pavers shall be capable of spreading the mixtures, without segregation, in thickness of from '/ inch to 3 inches, to a maximum width of 10 feet in increments of 1 foot or less and to a minimum width of 8 feet. They shall be equipped with blending or joint leveling devices for smoothing and adjusting all longitudinal joints between adjacent strips of courses of the same thickness. When asphalt concrete pavement thickness in excess of 2 inches is called for. they shall be laid in separate courses of not less than 1 inch or more than 2 inches or as directed by the ENGINEER. West Prospect Ponds— Phase 1 02740-8 Flexible Pavement 10/05/04 U t✓ t� 9 a The term "screed" includes a "strike -off' device operating by cutting, crawling_ or other practical action which is effective on the mixture at a workable temperature without tearing, shoving, or gouging and which produces a finished surface of the evenness and texture specified. The screed shall be adjustable as to level and shall have an indicating level attached. Longitudinal and transverse joints shall be made in a careful manner. Well bonded and sealed joints are required. If necessary to obtain this result, joints shall be painted with cationic emulsified asphaltic cement. In making the joint along any adjoining edges such as curb, Rutter. or an adjoining pavement and after the hot mixture is placed by the finished machine, just enough of the hot material shall be carried back to fill any space left open. This joint shall be properly "set" up with the back of rake at proper height and level to receive the maximum compression under rolling. The work of "setting up" this joint shall be performed always by competent workmen who are capable of making correct. clean. and neat joints. Immediately after any course is screeded. and before roller compaction is started, the surface shall be checked, anv inequalities adjusted. all fat, sandy accumulations from the screed removed by a rake or hoe, and all fat spots in any course removed and replaced with satisfactory material. Irregularities in alignment and grade along the outside edge shall also be corrected by the addition or removal of mixture before the edge is rolled. In narrow. deep, or irregular sections, intersections, turnouts, or driveways where it is impractical to spread and finish the mixtures by machine methods. the CONTRACTOR may used approved spreading equipment or acceptable hand methods as directed by the ENGINEER. When the mixture is to be spread by hand, upon arrival on the work it shall be - dumped upon a steel dump board outside the area on which it is to be spread. Immediately thereafter it shall be distributed into place by means of hot shovels and spread with hot rakes in a loose layer of uniform density and correct depth. Tines of the rakes shall not be less than '/ inch longer than the loose depth of the mixture. and spaces between tines shall not be less than the maximum diameter of aggregate particle except that in no case should the spaces he less than 1 inch. Loads shall not be dumped any faster than can be properly handled by the shovelers. The shovelers shall not distribute the dumped load faster than it can be properly handled by the rakers. The rakers will not be permitted to stand in the hot mixture while raking it, except where necessary to correct errors in the first raking. The rakin., must be carefully and skittfull_v done in such a manner that after the first passage of the roller over the raked mixture, a minimum amount of back patching will be required. Placing mixtures shall be as continuous as possible and the roller shall pass over the unprotected edge of the freshly laid mixture only when the laying of this course is to be discontinued for such intervals of time as to permit the mixture to become chilled. D. joints: .Joints between old and new pavements, or between successive days' work, shall be carefully made in such a manner as to insure a thorough and continuous bond West Prospect Ponds— Phase 1 02740-9 Flexible Pavement 10/05/04 between the old and new surfaces. The edge of the previously laid course shall be cut back to its full depth so as to expose a fresh surface, after which the hot surface mixture shall be placed in contact with it and raked to a proper depth and grade. Hot smoothers or tampers shall be carefully used in such a manner as to heat up the old pavement sufficiently (without burning it) to insure a proper bond. Before placing mixture against them, all contact surfaces of curbs, gutters.. headers, manholes, etc., shall be painted with a thin uniform coating of cationic emulsified asphaltic cement. E. Compaction of the Mixture: After spreading, the mixture shall be thoroughly and uniformly compressed by a power -driven roller or rollers, weighing not less than 8 tons, as soon after being spread as it will bear the roller without undue displacement. Delays in rolling freshly spread mixture will not be tolerated. Rolling shall start longitudinally at the sides and shall proceed toward the center of the pavement overlapping on successive trips by at least '/ the width of a rear wheel. Alternate trips of the roller shall be of slightly different lengths. If the width of the pavement pennits. it shall, in addition. be rolled at right angles to the center line. The speed of the roller shall not exceed 3 miles per hour and shall, at all times, be slow enough to avoid displacements of the hot mixture, and any displacement occurring as a result of reversing the direction of the roller, or from any other cause, shall at once be corrected by the use of rakes and of fresh mixture where required. Rolling shall proceed continuously until all roller marks are eliminated. To prevent adhesion of the mixture to the roller. the wheels shall be kept properly moistened, but excess water will not be permitted. The rollers shall be in good condition. capable of reversing without back -lash and shall weight not less than 200 pounds to the inch of tread. They shall be operated by competent and experienced rollermen and must be kept in continuous operation as nearly as practicable in such a manner that all parts of the pavements shall receive substantially equal compression. Along curbs, headers, manholes, and similar strictures, and all places not accessible to the roller, thorough compactions must be secured by means of hot tampers and at all contacts of this character, the joints between these structures and the surface mixture must be effectively sealed. The course, after final compaction, shall conform to the following requirements: It shall be smooth and true to the established crown and grade. It shall have the average thickness specified and shall at no point vary more than '/-inch from the thickness required by the OWNER or the Contract Documents. Any low or defective places shall immediately be remedied by cutting out the course at such spots and replacing it with fresh, hot mixture which shall be immediately compacted to conform with the surrounding area and shall be free from depressions exceeding '/4- inch as measured with a 10-foot straightedge paralleling the centerline of the roadway. After final compaction, the finished surface course shall at no point have a density less than 95% of the maximum density possible tobe obtained in a voidless pavement composed of thee same materials in like proportions. Density shall be determined from specimens cut from the finished pavement as directed by the ENGINEER. West Prospect Ponds — Phase 1 02740-10 Flexible Pavement 10/05/04 I 3.04 ASPHALT PATCHING A. Grading SG shall be placed in the bottom of the patches and shall be left one and one-half (1/2) to two (2) inches below the existing street surface to allow the patch to be "topped" with a surface course material. The "topping" material shall be Hot Bituminous Pavement Grading SX for residential streets. and Grading S for arterials and collectors. Hot Bituminous Pavement used for "topping" material will be measured and paid foratthe Contract Unit Price for Patching. In locations where concrete repairs take place in an area of a large patch or in grind areas and the grind operation does not immediately follow the concrete repair (three (3) days), the CONTRACTOR shall remove no more than six (6) inches of pavement. The pavement areas shall be temporarily patched with a minimum of two (2) inches of asphalt. Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225oF. 3.05 PAVING FABRIC A. This work shall consist of placing Geotextile Paving Fabric as manufactured by Phillips Fibers Corporation, Hoechst Fibers Industries, Amoco Fabrics Company, or an approved equal in designated areas in substantial compliance with the Drawings, Specifications and as directed by the ENGINEER. B. Materials Geotextile Paving Fabric shall be a non -woven, needle -punched pavement reinforcing fabric which conforms to the following properties: Grab Strength, either 90 lbs. direction, minimurn (ASTM D-4632) Elongation, either direction, 50 percent n minimum (ASTM D-4632) Burst Strength, minimum 185 PSI (ASTM D-3786) Weight, 3.6 minimum oz./sq. yd. Asphalt Retention, minimum 0.2 gal./sq. yd. (TF25 #8) Melting Point, minimum (ASTM D-276) 3000 Fahrenheit The tack coat to be applied to the road surface and/or to the Geotextile Paving Fabric shall meet the following requirements: West Prospect Ponds — Phase 1 02740-1 1 Flexible Pavement 10/05/04 D 11 List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. Attai-ed 12. List your major equipment available for this contract. Atta -rd 13. Experience in construction Work similar in importance to this project: Attxhx a14. Background and experience of the principal members of your organization, including officers. Attach 15. Credit available- $ 2 rrallicn 16. 17. Bank reference: Bank of Choice Will you, upon request, fill out a detailed financial statement and a furnish any other information that may be required by the OWNER? Yes 18. Are you licensed as a General CONTRACTOR? Yes If yes, in what city, county and state? Various frcn rwge, cnlnral What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? Yes If yes, what percent of total contract? Attad-ed 20. and to whom? Are any lawsuits pending against you or your firm at this time? No IF yes, DETAIL ps n 7/96 Section 00420 Page 2 a� Asphalt Cement AC-20 Emulsified and/or Cutback Asphalt shall not be used as tack coat for Geotextile Paving Fabric. C. Construction Requirements Surface preparation: The pavement to be repaired shall be cleaned and free of dirt, dust, water and vegetation. Cracks shall be cleaned and filled in accordance with these Specifications. If the crack filling materials contain volatiles, adequate curing time must be allowed prior to placement of the fabric. The pavement must be cleared of all sharp or angular protrusions. Application of Tack Coat: The tack coal shall be applied at a rate in accordance with the manufacturer's specifications (approximately 0.25 gal./sq. yd). Application must be by a distributor. Temperature of the tack coat must be sufficiently high to permit a uniform spray pattern. The maximum asphalt temperature shall be 300oF. Geotextile Paving Fabric Placement: The Geotextile Paving Fabric shall be placed into the tack coat with a minimum of wrinkles. If Geotextile Paving Fabric folds greater than one inch (I ") occur, the Geotextile Paving Fabric shall be slit and allowed to lie flat. Additional tack coat shall be placed as required to insure fabric bonding. If Geotextile Paving Fabric is placed adjacent to patched sections of roadway. the fabric shall overlap said patched section a minimum of 12 inches. All joints shall overlap adjacent fabric approximately 2-6 inches. Transverse joints of the Geotextile Paving Fabric shall be shingled in the direction of the paving to prevent edge pickup by the paver. Additional tack coat shall be uniformly applied to the joints and overlaps to insure bonding. It shall be the CONTRACTOR's responsibility to maintain the Geotextile Paving Fabric until the overlay is complete. If the Geotextile Paving Fabric begins to be picked up, the CONTRACTOR shall immediately broadcast sand or hot mix asphalt over the area or "skin" the Geotextile Paving Fabric with Hot Bituminous Pavement SC Type I or 2. Excess sand or hot mix shall be removed before paving. Sand used for this purpose will not be measured and paid for separately under the terns of this contract. Geotextile Paving Fabric shall be clean, dry and sufficiently bonded to the tack coat prior to commencing the paving operations. Paving operations shall be completed the same day as the Geotextile Paving Fabric placement. 3.06 MANHOLE FRAMES AND VALVE BOXES A. Manhole frames and water valve vaults can be completed after paving operation by using "plates." West Prospect Ponds— Phase 1 02740-12 Flexible Pavement 10/05/04 B. Foreign matter which is introduced into manholes and valve vaults shall be removed immediately to provide free access to the facilities. C. Valve vaults and manhole rips shall be straight and properly aligmed. Adjusnrnents to be made with concrete rings and mortar only, (maximum tolerance is'/4"). Valve boxes shall be inspected by placing a valve key on the operating nut to assure a proper alignment. END OF SECTION West Prospect Ponds — Phase 1 02740-13 Flexible Pavement 10/05/04 PAGE INTENTIONALLY LEFT BLANK. West Prospect Ponds — Phase 1 02740-14 Flexible Pavement 10/05/04 'ri C tt SECTION 02820 FENCES PART GENERAL 1.01 SECTION INCLUDES A. This item shall consist of furnishing and installing new fence in conformance with the lines and grades and requirements shown on the Drawings. PART PRODUCTS 2.01 MATERIALS A. Timber: All timber materials for new fencing shall be No. I grade cedar. B. Fence Posts: Wood posts shall conform to the details and dimensions indicated on the Drawings. Wood posts shall be straight, sound, and seasoned with ends sawed off square or as indicated. All knots shall be trimmed flush with the surface. Wood posts shall be peeled and shall be treated with preservative in accordance with AASHTO M 133 and AWPA C14. All dimension timber and lumber required for fences or gates shall be sound, straight, and free from knots, splits, and shakes. It shall be of the species and grades indicated on the Drawings. Steel posts shall be gah,anized in accordance with AASHTO M 111. Fittings, hardware, and other appurtenances not specifically covered by the Drawing's and specifications shall he standard commercial grade, and in accord with current standard practice. Pipe material for fence posts shall conform to the requirements shown on the Drawings and to the requirements of Class I Pipe, Grade A or Grade B. of Federal Specification RR-F-191/3C. eC. Nails: All nails used for construction shall be galvanized. PART 3 EXECUTION It 3.01 CONSTRUCTION OF FENCES A. General Construction Requirements: The CONTRACTOR shall perform such clearing and grubbing as may be necessary to construct the fence to the required grade and alignment as shown on the Drawings. At locations where breaks in a run of fencing are required, appropriate adjustments in fence alignment and/or post spacing shall be made to satisfy requirements or conditions encountered. B. Posts and Rails: Posts shall be securely embedded into the ground or as shown on the Drawings to meet the proper alignment and elevations. Posts shall be embedded in concrete as shown on the Drawings. Posts and rails shall be held in proper positions by secure bracing until such time as the concrete has set Midwav Drive Roadwav 02820-1 Fences and Water Line Improvements sufficiently to hold the posts. Materials shall not be installed on posts, or stress placed on bracing until the concrete has set sufficiently to withstand the stress. The complete fence shall be plumb and in straight alignment as shown on the Drawings or as directed by the ENGINEER. END OF SECTION Midwav Drive Roadwav 02820-2 Fences and Water Line Improvements it DIVISION 3 - CONCRETE SECTION 03300 SECTION 03400 Midway Drive Roadway and Water Line Improvements CAST IN PLACE CONCRETE PRECAST CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.1 DESCRIPTION A. This section covers cast -in -place concrete for thrust restraints_ encasement, and cut-off walls, including forms, reinforcing steel, finishing and curing, and other appurtenant work. PART2-PRODUCTS 2.1 CEMENT A. All cement shall be Portland Cement. 1. Portland Cement shall conform to ASTM C 150. 2. Portland Cement shall be Type I/11 or Type V. a. 12, 24, or 48 hour concrete mixtures may be used with prior approval of the District. b. Acceptable manufacturer of early strength cement is Quix Strength, or an approved equal. 2.2 AGGREGATES A. All fine and course aggregate shall conform to ASTM C33. 2.3 WATER A. All water shall be free from objectionable quantities of silt, organic matter, alkali, salts, and other impurities or conform to ASTvI C94. 2.4 ADMIXTURES A. An air -entraining agent shall be used in all concrete. 1. All air -entraining agents shall conform to ASTM C260. Midway Drive Roadway 03300-1 Cast in Place Concrete and Water Line Improvements B. A water -reducing admixture may be used. 1. A water -reducing admixture shall conform to ASTM C494, for Type A or Type D chemical admixture. 2. The water -reducing admixture shall not contain any calcium chloride. 3. The water -reducing admixture shall be compatible with the cement being used. C. Accelerators 1. Accelerators shall conform to ASTM C494 and ACI 306. a. If calcium chloride is used as an accelerator, the amount used should not exceed 2%, by weight, of the cementations material. b. Calcium chloride shall be in solution prior to adding; it to the batch process. D. Fly -Ash 1. When fly -ash is used in concrete, the cement replacement shall not exceed 20%. a. Class C or Class F fly -ash shall conform to ASTM C61 8. E. Any admixtures except air entraining agents and accelerators must be approved by the District. 2.5 CONCRETE REINFORCEMENT A. All deformed reinforcing bars shall conform to ASTM A615 or ASTM A617. 1. All bars shall be either Grade 40 or 60. B. All welded steel wire fabric shall conform to ASTM Al85. PART3-CONCRETE 3.1 GENERAL A. Concrete shall have a minimum of 6 sacks per cubic yard, and shall be allowed to develop a minimum compressive strength of 3,000 psi at 28 days. B. Concrete shall have a maximum allowable water/cement ratio of 0.50, by weight. Midway Drive Roadway 03300-2 Cast in Place Concrete and Water Line Improvements 1. The water cement ratio may be increased to 0.56, by weight, if a water -reducing agent is used. a. Reference subsection 2.4 in this section. 3.2 PLACING A. Concrete shall not be placed unless the air temperature adjacent to the concrete placement is 30 degrees Fahrenheit, and rising. 1. The temperature of the mix shall not be less than 50 degrees Fahrenheit, nor more than 90 degrees Fahrenheit at the time of the placement. 2. If heated water and/or an accelerator is used, the above temperature restrictions may be waived. a. Water shall not be heated to a temperature exceeding 150 degrees Fahrenheit. B. Concrete shall be placed when the temperature of the plastic concrete can be maintained at 90 degrees Fahrenheit, or lower, unless approved by the District. l . To facilitate the placement of concrete in hot weather, the aggregate of the water may be cooled. 3.3 FINISHING A. Vault bases shall be trowel finished. 3.4 CURING A. Finished concrete shall be cured by protecting it against moisture loss, rapid temperature change, and from rain, flowing water and mechanical damage for a minimum of 72-hours after placement. 1. Concrete shall be maintained at a minimum temperature of 50 degrees Fahrenheit during the curing period. 2. The Contractor is responsible for protecting the concrete from traffic and the elements. Midway Drive Roadway 03,00-3 Cast in Place Concrete and Water Line Improvements Midwav Drive Roadway and Water Line Improvements END OF SECTION 03300-4 Cast in Place Concrete ilI I HI 'I C a M C N I N 21. What are the limits of your public liability? DETAIL What company? Bib_ anous Insvrace/Pirmacol for Gbrkmm CoTpmtisation 22. What are your company's bonding limitations? 20Nhllion + 23 The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this " day of (ktober , 20 07. CLH Caistzicticn, Inc. Name of Bidder d( BY: C�� 3 Title President State of Col.orabo County of Geld �G being duly sworn deposes and says that he is Ix ident of G H ConstrLcticn, r. and that (name of organization) the answers to the foregoing questions and all are true and correct. statements therein contained Subscribed and sworn o before me this 2nd day of Octaber 2007. ��, Notary Public AP �001. My commission expires 60/10 7/96 KIM MONAHAN Section 00420 Page 3 SECTION 03400 PRECAST CONCRETE PARTI—GENERAL 1.1 DESCRIPTION A. This section addresses precast concrete products. B. Reference Sections 02713. Subsection 2.7. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. All precast concrete parts shall be handled, stored, and protected in a manner which will prevent damage to materials. PART 2-PRODUCTS 2.1 PRECAST CONCRETE PRODUCTS A. Barrels, boxes, and flat slab tops of vaults and meter pits shall conform to and be designated as ASTM C478, and shall be made with Type I/11 cement. l . Reference Section 2713, "Water Distribution System", and subsection 2.7. 2. Unless written permission is obtained from the District, flat slab tops will be used on all vaults and meter pits. B. Concrete and Reinforcing Materials. 1. Reference Section 03300, part 3 and Subsection 2.5. 2. Reference ASTM C478. END OF SECTION Midway Drive Roadway 03400-1 Precast Concrete and Water Line Improvements I I I City of Fort Collins AN&RSON CONSOATiNq ENGINEERS, INC. Cwil - Nate, Revaume, - EmOronmwlat I No Text MID WAYDRIVE/HERSHMLD ROAD WAYAND WATER LINEIMPR0 VEMENTS LOCATION MAP N SCALE I- = 600' SCALL IN FEET 0 500� B0��00 FORT COLLINS, COLORADO AUGUST, 2007 PRELIMINARY - NOT FOR CONSTRUCTION INDEX -OF SHEETS SNO..T INDEX OWNER: No. DESCRIPTION CITY OF FORT CMLINS I COVER SHEET NATURAL RESOURCES DEPARTffFyT Cl PROJECT INFORMATION SHEET 200 NEST MOUNTAIN AV NIIE 2 FORT COI.LINS, CO 90591 3 C2 ROADWAY PLAN AND PROFILE 4 C3 8—INCH WATERLINE PLAN AND PROFILE S C4 DETAIL SHEET ENGINEER: AtUERSON CONSULTING ENGINEERS, INC. 77,9 FHALERS F4Y, SUITE ,ZOO FORT COLLINS, CO 905.25 AWERSON C.OMUITING ENGINEERS[ INC C-1 Water Rwourcw Ermrorvrunla! m wwe. w.r sa.mP.wnrmam bsls ppmerylpl nbalm/Pu {9l0)n6d1]I (9) CALL MDTY DNJ mm CENTER OF COLDRADO 1-800-922-1987 CALL 0 BUSINESS OATB IN ADVANCE BEFORE MEYOU YARMHO OF UNDEROROUNOWE OR � MR EI MR Umim FORT COLLINS -LOVELAND WATER DISTRICT SOOTR FORT COLLINS SANITATION DISTRICT M[ Mb1oeID NTu M m D. M[ TmyFemILPE D FU — D.b LUMBER CODNS'T RNOINSRRDIO DA'I'B the 4.me[Cawry rtv[rry omeMw mmpluocewM Wve S4vdudv Revrtw by Wecouwy don ootmwumb WPmval of the piav dam. lLa renew dowvot mmubm rtnew/epyovil otmy pnveb Duane uvpmveo:eom wEch o,.y b[ahowv Thd[PI[wertwt�edbMfw mmtyrmew o(PubL[ImpmvemmYedlvmfb tlw propary CamTchm ofm vm pma¢wrprovwmu wmucommmccvwu Vl mgwred WFe wohWeclmm d wm eu fikdevebpmmr PIm([)cPxW m�ew(e)and baldwRPe[wLLc) .rtmmpine mP[ovee ma w,m �r,m[rcomrr pRE GENERAL NOTES I ALL CONSTRUCTION SMALL CONFORM TO THESE PLANS, THE SPECIFICATIONS WHICH ARE INCLUDED WITH THE CONTRACT DOCUMENTS. AND THE LATEST EDITION OF THE LARIMER COUNTY URBAN AREA STREET STANDARDS UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SPECIFICATIONS 2 ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER THE OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATIONS SET FORTH HEREIN 3 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE WORK AREA AND COORDINATE CONSTRUCTION SCHEDULES WITH THESE UTILITY OWNERS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION 4 THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING FOR THIS PROJECT ALL SURVEYING MUST BE PERFORMED UNDER THE SUPERVISION OF A COLORADO LICENSED SURVEYOR 5 THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITION OR BETTER AS DESIGNATED BY THE OWNER 6 REINFORCEMENT BAR LAP LENGTHS NOT SHOWN ON THE DRAWINGS SHALL BE PER ACI STANDARDS 7. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE CONTRACT DOCUMENTS 8 THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE OWNER FOR REVIEW PRIOR TO MOBILIZATION AND SHALL OBTAIN ANY NECESSARY PERMITS AND TRAFFIC PLAN APPROVALS FROM THE CITY OF FORT COLLINS OR LARIMER COUNTY PRIOR TO CONSTRUCTION 9 THE CONTRACTOR SMALL PROTECT ALL EXISTING CURB, GUTTER, SIDEWALK, ASPHALT, AND LANDSCAPING EXCEPT AS SHOWN ON THESE DRAWINGS, FROM DAMAGE BY EQUIPMENT OR CONSTRUCTION OPERATIONS ALL CURB, GUTTER, SIDEWALK, ASPHALT, AND LANDSCAPING DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE 10 THE CONTRACTOR SHALL PROVIDE EROSION AND TRAFFIC CONTROL DURING CONSTRUCTION ANY EROSION AND TRAFFIC CONTROL PLANS PROVIDED IN THESE DRAWINGS SHALL BE USED AS A GUIDE THE CONTRACTOR SHALL PROVIDE FINAL EROSION CONTROL AND TRAFFIC CONTROL PLANS TO THE OWNER AND LARIMER COUNTY FOR APPROVAL PRIOR TO MOBILIZATION 11 ALL EXCESS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF AT HIS EXPENSE 12 THE CONTRACTOR SHALL MAINTAIN A SAFE WORK AREA IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, AND SHALL PROVIDE ACCESS TO THE SITE FOR ALL EMERGENCY VEHICLES 13 THE STREETS ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEANED OF DEBRIS GENERATED BY THE PROJECT BY THE CONTRACTOR AT THE EARLIEST OPPORTUNITY, OR IMMEDIATELY WHEN DEEMED NECESSARY BY THE OWNER FOR THE SAFETY OF TRAFFIC OR PEDESTRIANS, BUT IN NO CASE SHALL THE STREET BE LEFT UNCLEANED AFTER THE COMPLETION OF THE DAY'S WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY CLEAN THE ADJACENT ROADWAY AT NO ADDITIONAL COST TO THE PROJECT 14 SEE SPECIFICATION SECTION 01145 - SPECIAL PROJECT PROCEDURES FOR GENERAL NOTES REQUIRED BY THE LARIMER COUNTY URBAN AREA STREET STANDARDS CONTROL POINTS ELEVATION CONTROL POINT NO NORTHING EXSTNG (FT, NGVD 1929) DESCRIPTION CP-Bark-7182 1426578 67 311235906 506377 SET /4 REBAR W/2- ALUM CAP CIA-Midway-7182 1426613 18 3113071 74 505634 SET /4 REBAR W/2- ALUM CAP THESE AUTOCAD DRAWINGS ARE IN THE MODIFIED STATE PLANE COLORADO NORTH ZONE COORDINATE SYSTEM, REDUCE TO 0 99973537 ABOUT POINT 0,0 TO CHANGE TO STATE PLANE COORDINATE SYSTEM BENCHMARK ALL ELEVATIONS SHOWN ARE BASED ON AN ELEVATION TAKEN FROM CITY OF FORT COLLINS BENCHMARK 41-94, SOUTH SHIELDS STREET AT BRIDGE OVER FOSSIL CREEK (300 FEET NORTH OF FOSSIL CREEK DRIVE), ON THE EAST PARAPET WALL OF THE BRIDGE ELEVATION = 5005 43 (NGVD 1929 UNADJUSTED) HORIZONTAL DATUM- COLORADO STATE PLANE COORDINATES HAD 83(1992) DATUM THE SURVEY CONTROL POINTS LISTED ABOVE AND ALL SURVEY DATA FOR THIS DESIGN WERE OBTAINED FROM SURVEY DATA COLLECTED BY KING SURVEYORS INC, WINDSOR, CO IN APRIL, 2007 KING SURVEYORS PROJECT NO 2007182 ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES General Notes (City of Fort Collins and Latimer County) I ALL NATICK" YOpd1p80B. AND CONSTRUCTION OF POBLC BD'ROPO�rm way MEET OR RCTR 1BE STANDARDS AND BPHIIRfP4ROM RR TORTD IN THE .. COUNYP ORLN ARY 6IREET pTANDABDB AND AND FOR EF QATE IIIO lEDRAL RR LIMUNJ9 rAIMA THTBE m COMELY B2TXEQi THERE PENS 1ND Yffi OBCRICATfOM, OR ANY BRONCOS AFp.==, 1'HB YOBT 0@IOCTIIE ITAmLID W1L APPLY AII. 1lOR[ BBYL R INBP601W 1ND IPPROPm R I8i LICE $Y1YfY z BTMmR �Ic®ro AM PUOJO® SIANDARp WYL avER ro tHs uTEer aRDetox or pAm 180, ➢cm 1TH0 BIe BPECRICILLY 01'HWRIBL I OR'EW PBR1BFO I® T TIE WHRE PLAN r FI6COTlOF 1IID/OR 8 ID HI am a e®Y APPmY RM OVI WIT ro YID EOCAL WITTY. LA S. AND M OF SAID QODttPIAN BIT FOB ANY OC TIHOR 1ND ON11111 CO NOT IN fOm6 PLANS. AM AI'PAOTIL PA IRO PIANO BIT ALE LOCAL WIRY WGROiR RBYL NOT BOJi1E THE O18BRW YBO SAS P IMMI TIRB PLANS 01 ALL WCB BRPoNBABOO F0 INDI ro YM 10C& PEOIR® BY L►. 77 IXCIX® PLBOOOOTY Tx AGOleR ro PAID TAORJID9 1ND INDO . TM DOCIL OILYF. II9 . FROM AR Om1O AN TBOY AI10 AGAINST 11L LLW3111 F CTIpm. 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TIE OW b N®R LO L1W� COUNTY II P NOT C BE PROVIDING ONGOING YANAETT, MONITORING.UDCON QIMTION OR pUPWIm1oP OF T® PRORCT ro BmDDF COYPL111(E TIITH ffi APPDOYR CONSTRUCTION DYfIXOB, MID AIL WOWN19. EBOM IJU S. QE DmIt'[ION$ T® BtOON> UPON PAIN UPON TIT DEYQOPR./OENW, TH@ YYMBRS, WCATI�B, Itm COCTsOcRim 1mOx PBAIELT anum BOlr LIW® CUONR 1IL pEaODe @OIOR TOCDYW4 RICO 6008 d PROFNDORAL WCp�'R �/ DBAINIGE/WY MMI FRIRNa O&F 7103 10p ICY 0I. YW® DBATIWITH AND T®D BIBP6CTIDN RTJIIIING ro DEYOx81Ln YBAT T® Peo1ECT m IN comLna wTTO TDs APRROI® rnlmTsocemT DRLPWa$ BYID ATJ. APPLICAOl BS AND LA AND ITITORCYfOIT$ TBT� DOCO@lR YO® R PR RA® BY AT CO R ]INAM =IU AND uM WBTOIL UN It NA wOR[ YLT COYYWri IMBBT IN4 BR87YR OIL UIO@!<wID FUOLC O smO r -i1Y CONSTBN Or F PERMIT IIID/OB DKTTNIPOOOR C WABOmOx PFIOQT ID OBLIDID IeOY WTI roeNEAI or Yee LAW® comet WaBaffiINa DM1411�JI, 4ue-aTa4. LEGEND ---CW-- CABLE TV LINE ----- EDGE Or LANDSCAPING ED% OF GRAVEL ROAD —'---^^ - =ENCE LINE - -- .As-- GAS LANE ----- w -- WATER LINE OVERHEAD PrII�ER LINE ---- - -�RTT-- OVERHFAD TELEPHONE LINE PIPE -- —'— UNDERGROUNC TELEPHONE LINE - 49 r - ONE 1001 CON FOUR -----<ess-- 5 FDOT INDEX CONTOUR PROPOSED CONTOUR ---- PROPOSED FLOW LINE — PROPOSED EDGE OF GRAVEL — w — PROPOSED WATER LINE m WATER VAL',E DfRUP WNE TREE OECIVIOUS TREE SIGN ;d POWEP POLE — GUY WPE i WOOD POST h TEE POST 0 TELEPHONE PEDESTAL W ELECTRIC MEER GAC MARKER v CGNTPCl POINT TOP TOP « PIPE ER _ y REVI COFC2001 03 JOD R � /X REVE .aR aA �n �' ARdER:on CANSGHIRq ENaINEEMIDWAY DR M, I„� NE/HER8H MLD 1M G REV4 MIDWAY INM SHEET MKK 0.1. Wn'-R-- . E,m---& ROADWAY AND WATER LINE PROJECT INFORMATION SHEET wmm f c REY3 7ny sm.iw Fo u P,W 80s ♦�R I,o,P N,o,4�T,I IMPROVEMENTS .m C1 07/30/2007 OJK/MKK �� 1 STORY HOUSE W/ INSTALL XO 0 L.F. OF 15" CMP WITH INSTALL 377.9 LF OF BORROW DITCH NOTE SEE SHEET 4 FOR BASEMENT AND CONCRETE FLARED END SECTIONS SLOPE = 5 8%, STA 11+47.7 TO 13+20.7 NEW WATER LINE IMPROVEMENTS. FOUNDATION U/S INVERT -S 5085.54 SLOPE = 2.3%, STA 13+20 7 TO 14+07 0 3.5' WOOD FENCE OVERHEAD TELEPHONE (TYP.) D/S INVERT = 5W4.62 EXISTING CONTOURS (PROTECT IN PLACE) SLOPE = 4 9%, STA 14+27 0 TO 14+27.5 ��� \ OVERHEAD ELECTRIC (TYP.) MAINTAIN MINIMUM �1-FOOT COVER OVER CMP SLOPE = 6.5%, STA 14+27 5 TO 14+43 0 (TYP ) ELECTRIC METER REMOVE�XISTING 24" CMP SLOPE = 3 9%, STA 14+43 0 TO 14+70.0 BORROW DITCH i ED E ISTIN AND TELEPHONE BOX AND REPLACt,,WITH 56.6 LF INSTALL EROSION CONTROL CENTERLINE ALLIGNMENT CENTERLINE (TYP.) EW (PROTECT IN PLACE) OF NEW 24" C WITH SEDIMENT LOGS IN BORROW DITCH N=1426692.69 \ \ �� / (SEE DETAIL ®) E=311165¢ 23 FLARED END SEC IONS-'-� INSTALL N€W GRAVEL ROAD ♦ �' �\\lam U/S INVERT 508,.w7,+, '•� �, STA,11+15.3 TO`STA 1,5+58 TRANSITION TO EXISTING \ ♦ •, \�� ♦ �',\\\ D/S�INVERT=`5081.0��\., �\ SEE TYPICAL SECTION BELOW l ROAD AT STATION 1 � „� 10+76.9 &111+02.6` R`E)1 OVE 99 6 L Fe OF -- I ---♦ - ---" -'—' r - - - _ _ , <--EXIS11075 WIRE FENCEAND INSTALL 226 5 L Y �I- ---- ---- - -- --�-- -- _-- -- ~ - -- '- -- — - FTt"- OF NEW 5'' IRE FENCE I \ _"-14'+00 � 13+00 '-- 1 1 +00 I � I - 11+0' MID�WAY- �DRIVF, 1 ALONG EW R O.W \ 1 -� \ 28 FT.- (NEW FENCE TO I -` t- -'- - - — I 1 ♦ ! h 1 I' is MATCH F,EXISTING) , X F I ' !, 12pAD CENTERLINE Nb -- PLATTED PROPERTY- - x-- i -� --'- _ -- -- ����I'''''' i, 0 T — ♦ \ NEDGE OF I I I' I a r 4' WI(iE FENE EXISTINGI ASPHALT - BOU RY ( PJ { f I ro W . PROPOSED EDG GR DEL (TYP.) 1l ,I r I o (PROTECT )N PLACE) Z (PROTECT IN PLACE) OLD CONCRETE t� OF GR�.VEL (Ty I {i 1 it 4 1 { i ! EXISTING I Q , PROPERTY FOUNDATIONk�05 / I I ' ,1 X in I II NSTALL 331 2 L F. OF BORROW DITCH 10" RCP ' —i ' BOUNDARY I I CLEAN OUT & I (TYP.) t SLOPE = 5.$%, STA 11+47 7 TO 12+49 3 , f o x� t 4' ROUND WOOD: I c r I ` PROTECT IN PLACE V M I SLOPE = 6 6%, STA 12+49.3 TO 12+94.7 ri D CENTERLINE „ RAIL FENCE, I I SLOPE = 5.8%, STA 12+94 7 TO 13+12 0 I BgGIN ROAD CENTERLINE NT LIGNMENI 42 2r[ gf�(PROTECT IN PLACE){ � PROPOSED CONTOUR SLOPE = 2.5%, STA 13+12 0 TO 13+51.5 � N1142ALIGNM60 311 6550.82 \ REMOVE EXISTING S)GN i 1 I I SLOPE = 6 0%, STA 14+07.0 TO 14+40.6 Cfl N i 1426601.57 (TYP.) STA I E13112014.73 5100 _ }--kl�Tl �— �-Yls 'pVl 1S N 5 fLS.fi 8500 — 7. _ _ .�__ _ _'_ _ — I � y �_ —_ _I --4— -- =�3 __ -- __i_-- _--`—_f__T —I___ ,_ —I _-�__—___i-- _— — Ks]89 _T �- I w-5090 � i ---- —'--�= - '---j` — - wI I — --- =-IOC --- - ( - --- i i T It _ .f. --•— MA SIDE�—{� _ _'; _ _ _ _ P OSED DEN ❑N CFIDE I. MATCH 5.- E7a 0' E 5080 -- --- ---rt--i--; ----�------+— 5075 "�.__ CENiEIR]NE _ WADE1 5070 0 0 0 0 0 0 0 + 1 CONTOUR INTERVAL COFC2007 02 H1QTAII 1 FOOT � � ORIGINAL SCA1 1'=20' MIDWAY DRIVE 00 10® am 07/30/2007 4 uw m JDD J&lrom AWES CDm91n"q ENG,NEEM INc MKK CM( WarerRuwrcv Enttmr,=wai mwMb, w.z s""zw va„co,M,.meoszs ®m eMrc(9'/O)D�N60,10/Pn ry/al xz6o,z, DJK/MKK ece+mmm 16 MIDWAY DRIVEIHERSH MILD ROADWAY AND WATER LINE IMPROVEMENTS ROADWAY PLAN AND PROFILE_, P 5095 5090 5085 5080 5075 5070 IMF ARY 3 em ^n 35' W FENCE (PROTECT PLACE) STA 7+60 ) INSTALL FIRE HYDRANT (SEE DETAIL(J)AND ®) INSTALL 1508 5 LF OF 8—INCH DR 18 PVC APPROXIMATE LOCATION OF EXISTING GAS LINE WATER LINE (SEE DETAIL e) APPROXIMATE LOCATION OF EXISTING 3" WATER LINE INSTALL VICE IJNE WITH METER 1-8'X6' TEE W/ THRUST BLOCK 1-6' GATE VALVE ti APPROXIMATE LOCATION OF EXISTING GAS LINE EX PIT TO EXISTIN OUSE (SEE DETAILS AND ®) 1—FIRE HYDRANT ASSEMBLY EXISTING EDGE OF GRAVEL (TYP) TELEPHONE EXISTIN� FIELD VERIFY LOC ON OF EXISTING SERVICE k METER PIT FOR POTENTIAL CONNECTION 22 L.F. OF 6' PVC WATER LINE CABLE ON GROUND CP—MIDWAY 7182 12• RCP I 1 STORY HOUS /BASEMENT AND CONCRETE FOUNDATION MAINTAIN 3' CLEARANCE AROUND HYDRANT 04 REBAR W/ EXISTING 10' NP PLACE) 2' ALUM CAP i PVC CULVERT 5' STEEL FENCE 5' STEEL FENCE ELEV=5056 34 OVERHEAD TELEP E (TYP) SUPPORT ANDI N 1 W� OVERHEAD ELECTRIC P) REMOVE AND REPLACE EXISTING CONTOURS (TYP) �J EXISTING 24' CMP 113071 E 3113071 74 PROTECT IN PLACE 12" CMP gy 5 FL= 5058 8 Vt00D FENCE • DEAD ENO AHr'pp SIGy So _ __''"-_"-'- ., - -..` __ w �__ �e-,_"—_-'ti - H 15 Mph SIGNrl _`-'.`'—_-_ __ _ __-•--wan __ I�� i ,E T Y' • p T � ;NEW EDG OF,"� TO EXISTING '!I",WATER, LINE GRAVEL (GYP) � EXISTING ASPHALT g (PROTECT IN PLACE) 6' PVC WHITE YIN L FENCEFL= 6 STA 1 6 8 STA 5061 2 8' RCP APPROXIMATE LOCATION OF EXISTING GAS LINE , ,z p INSTA 1-8'%4' TEE 1_#4LVE LWj PVC PROPERTY 6 FL= 5057.9 REMOVE AND REPLACE 5 LF. OF EXISTING 12' CP DIRECTION UNKNOWN RI - AND 1 -X3' REDUCER Im BOUNDARY FL= 5063.8 SIZE A�, D LOCATION TO BE VERIFIED BY CONTRACTOR (TYP) 8' PVC FL= 5062 0 SAW CUT EXISTING ASPHALT IN MIDWAY DRIVE AND SHIELDS ff STA114+65.5 INSTALL FIRE HYDRANT (SEE DETAILe AND®) 8• PVC DIRECTION UNKNOWN STREET AND REPLACE WITH EXISTING DEPTH OF ASPHALT INSTALL. 1-8'X6' TEE W/ THRUST BLOCK FL= 5062 9 DIRECTION UNKNOWN MOTES, 1 ALL WATER LINE CONSTRUCTION SHALL CONFORM EXISTING 24' RCP W/FES (PROTECT IN PLACE) 1-6' GATE VALVE PLAT ED PROPERTY BOU DARY (TYP) B2 TO THE MOST CURR NT FORT COLUNS/LOVELAND WATER STA 0+00 DISTRICT STANDARD (DISTRICT) I -FIRE HYDRANT ASSEMBLY 27 5 L.F. OF 6' PVC WATER LINE 6' PVC CP-BARK 71 /4 REBAR W/ CONNECT NEW 8' WATER LINE 2 ALL WATER LINE TO BE BURIED 5' TO 6' BELOW TO EXISTING 12' WATER LINE MAINTAIN 3' CLEARANCE AROUND HYDRANT 2' PVC FL= 5062 9 DIRECTION UNKNOWN 2' ALUM CAP ELEV= 506377 FINISHED GRADE INSTALL 1-8'%12' TAP SADDLE 3 ALL WATER LINE SERVICES TO BE 3/4- IN SIZE END F 8-INCH PIPE TOP= 5067 1 DIRECTION UNKNOWN N 1426570 67 E 311235906 UNLESS NOTED OTH RWISE W/ THRUST BLOCK AND 4 ANCHOR ALL VA ES TO FITTINGS 1-8' TAPPING VALVE STA 5+08 5 INSTA 1-8' PLUG WITH THRUST BLOCK 5 ALL GATE VALVE TO BE INSTALLED WITHBOXES. 6 WATER LINE TO E DISINFECTED AND TESTED TED IN APPROXIMATE LOCATION OF EXISTING 12" WATER LINE AND ' AIR RELEASE VALVE ACCORDANCE WITH )ISTRICT SPECIFICATION (SEE EFAIL AND MOTE, ALL VERTICAL PIPE INFLECTIONS TO BE CREATED - THROUGH DEFLECTION OF PVC PIPE WITH THE EXCEPTION OF STA 0+50 0 MAXIMUM DEFLECTION PER PVC PIPE _ MANUFACTURER RECOMMENDATIONS INSTALL 1508 5 L F OF 8-INCH DR 18 PVC WATER LINE --_fir _ -t� t _ , _ i -P s _ — - 1-' T `_ — r l_�= 1 _ ti az j _ - _ _ —_ 1Y — � 5-Tm- a ¢__ ,_il L-+ _. -+.+s -t 1'- _'}-j c---I -'-_ r -} -� -t- _ -- 41"! _ _ _ _ _ _{�_- _ 4�4 _ _ 8 8_ _ 8 { 8 8 8 8 8 8+ 8 8 3 8 N E NOTE TOP = TOP OF PIPE CONTOUR INTERVAL I FOOT ORIGINAL SCALE. 1'=' N 5 5G I00 nom •Mw COFC2007.02 •w RA60 MIDWAY DRIVE sux m JDD MKK AnHERmn CONSUITINq EngINEEK;, INC Qwl Wanr Ruwrco EnvwnmenW M WEJm Wry S-1. PmIGWu. COB�3)S PMu (9]O) ]]64 �� MIDWAY DRIVE/HERSH MLD ROADWAY AND WATER LINE IMPROVEMENTS 8-INCH WATERLINE PLAN AND PROF � 1M� � =m 4 REVI RMI .mm ^n V L R Mm O>/30/2007 .. GJK/MKK � ®o vRmu nuu CCF R WRY 61 wfo.v.[ m s ah. WATER MAIN BEDDING REQUIREMENTS itl NTS vin�NTSMiw wa • q.no w� Mtl MwsunstY �••trM VM11v Nw.1 ..R•N5 u6 IW6q N•MwR r•�Mtr�W 1enM 1 •Fl •WM W ren mynY m M• Web R .�ayN'a •Mtl YI••. r4 M N m•r. wuq F IM W m �FC R..aa R.n w e•aeun rtq Y• xRnm M O u TYPICAL SERVICE �sl NTS pmux sEwuENT uxss x000 sTRla: • . W SIME PF]EIPAIE N ... N01pXLL£%R gIPIE)(".MT.0 • • flpW OINIIkL 9oTrW m .wpwo Eau& L MYD STNi •••• ••••• r • • z .�� . • � • .• •• I ( t 1���1�3� f�4�4 �� �i j Ili � {i51131111��Y iii� i < . •• • �•iLOW ����� Ilk 3 a 4� it•�I � r t • • __ S RI 9E FUCE AT • naaeLsma a � gs�^�v mRI w L / aRa IWp WNOn1 NZ IIFA a m vo' um .o YmeivMWe Ar= � np I� �n1�1 tll r•q tlrVrt tluY YI.•R yb��a WF+.. wJM eLLn J(K bmWXb�� a1•�IFp�% q �� 6 R•I� b SMFn 4}WI b mwM• rµ�anY STANDARD CONCRETE THRUST BLOCKS n NTS � I< STANDARD SETTING FOR 3/4 INCH (s1 AIR-RELE SE VALVE �1 AND 1 INCH WATER METERS SEDIMENT LOG- EROSION CONTROL �sl NTS T NTS n i 9 tact ouwl �� °6' almm COFCFC200] 01 JDD 5 PEVS AJL�MIDWAY DRIVE/HERSH MLD w Al emm K Awll, W CDnsu6w En inEEPs, Inc PEN! �� G a DETAIL SHEET PEV4 MIDWAY DETAILS MKK Crv/(. Wmer Reswrcry • Enmm�menmf ROADWAY AND WATER LINE naww..wq RmY]pI EM fn"""°°°"' IMPROVEMENTS C4 E Tbx (9M)x26dIM/P¢(9T1J Y[fi-0IEI PFV6 ew uv�JKI .,.,. a.aa.m 0]/30/100] pJK/MKK SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 MEMORANDUM.... DATE October 1, 2007 TO City of Fort Collins Purchasing Department FROM Joe Schumacher, GLH Construction, Inc SUBJECT 6069 Roadway and Waterline Improvement at Midway Drive Please consider this memo as receipt of Addendums (1) and (2) of the aforementioned project 4 I I I a I I CI M L HS IV I A Vial III s[IAI%e Set rfees I'aret . sing 1 1t Ison ADDENDUM No 2 6069 Roadway and Waterline Improvements at Midway Drive CONTRACT DOCUMENTS Description of Bid 6069 Roadway and Waterline Improvements at Midway Drive OPENING DATE 3 00 P M (Our Clock) October 2, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made CHANGE 1 On Sheet 5/C4 of the construction plans, the Plan View in Detail 7/7(Air Release Valve) should show one (1) valve, not two (2) valves Also, change all references to an "Air Release Valve" or "Blow Off Valve" at Station 15+08 5 on Sheet 4/C2 of the Construction Plans to read "Combination Air Release and Vacuum Valve" Per Addendum Number 1, the size of this valve shall be 2 inches 2 The Bid Schedule in Specification Section 00525 — Page 4 is revised to add a new line item (# 20) for the installation of a new 15" CMP at the driveway to the existing house, which is shown on Sheet 3/C2 The revised Bid Schedule is attached 3 Add the following paragraph to Specification Section 01270 — Measurement and Payment regarding the new 15" CMP and Flared End Sections 20 15" CMP with Flared End Sections The measurement for payment of the 15" CMP shall be the actual number of linear feet of pipe installed, completed in place, measured along the centerline of the pipe The unit price bid per linear foot of pipe shall include all of the CONTRACTOR's costs of whatsoever nature required for constructing the specific pipeline The price bid shall include furnishing, transporting, and installing all pipe and materials, adjusting location of existing small utilities, valves, tapping and/or connecting to pipes or structures, and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents, and jointing materials including O-rings, gaskets, bolts, concrete encasement, concrete collars, connecting bands, flared end sections and other miscellaneous items as required to construct the specific pipeline, removal of surfacing materials, excavation including exploratory excavation, constructing the specific bedding including the furnishing, placing, and compacting of materials as required for bedding, protective coatings or wrapping, method of backfill and compaction as specified, trench supporting, protection of aboveground and underground utilities and service connections, disposal of debris, disposal of pipe, excess excavated material, and damaged materials, inspection, and, all other related and necessary materials, work, and equipment required to construct a complete operable pipeline in accordance with the Drawings and Specifications and as implied by the Contract Documents Pav Item Pav Unit 15" CMP with Flared End Sections Linear Foot Please contact John D Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED 215 North Mason Street • 2"" Floor • Y 0 Box 580 • Fort Colhas, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 www feem eom SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 10% of the contract ITEM SUBCONTRACTOR a affix Control Hi9b QMILLY Pirnlinag anNwi io� %ter als Testing SaceUttirg Erosion Control Aso-olt Patdurg 7/96 Northam COIMdQ IMff,r MLM ,Trr. Hytmtatic Test" [Cud 19ANT-y 2 Ina. Nord= Colorab GeoTbh C & S S%,ruttug Section 00430 Page 1 EM M. UM an EM NUMBER YEAR MAKE/MODEL 1 2004 John Deere 330 Excavator (Justin) 2 2006 John Deere 644J Loader (Danny) 3 1986 Sakai SV91TF Roller 4 2006 Hillsboro Tuffloader 20' Trailer 5 2004 Ford F-250 Pickup (Justin) 6 1958 Van Trailer/TRL UT2 (Danny) 7 1997 Sakai SV500TF Roller (Justin) 8 1993 John Deere 410 D Loader 9 2007 John Deere 722D Motor Grader (Hector) 10 2001 John Deere 644H Loader (Danny) 11 1998 Eager Beaver Trailer 12 1993 A & W Water Truck (Ron) 13 1997 Dodge pickup (Shop) 14 1982 GLH Construction Trader (Justin) 15 2005 John Deere 200CLC Excavator (Hector) 16 2007 John Deere 750JX Dozer 17 2007 John Deere 644J Loader (Dave) 18 1994 Sakai SV70TF Roller (Ron) 20 2000 John Deere 330 Excavator (Extra) 21 2000 2000 Kenworth Tractor (Shop) 22 1996 John Deere 762B Scraper 23 2006 Interstate Trailer (Hector) 24 1999 8 x 18 Flatbed Trailer 25 1984 John Deere 762A Scr/Water Tanker 26 2001 Ford 350 (Danny's Field) 28 1995 John Deere 410D Backhoe 29 2004 John Deere 624J Wheel Loader (Hector) 31 2004 4" Godwin Pump w/trailer 33 2002 John Deere 450CLC Excavator (Danny) 34 1971 John Deere 510C Backhoe (Shop) 35 1975 1975 International Dump Truck (Shop) 36 2000 Dodge pickup (Shop) 38 1999 John Deere 644H Loader (Justin) 39 1975 jHyster Roller (Hector) 40 2001 Ford F250 (Justin's Field) 41 1999 John Deere 750C Dozer 42 2002 Ford F250 (Ron) 43 1 1976 1976 Fruehauf Trailer (David) 44 2004 John Deere 330 CL Excavator (David) NUMBER YEAR MAKE/MODEL 45 2001 John Deere 644H Loader (David) 46 1998 Sakai SV500T Roller (David) 47 1978 John Deere 762 Scr/Water Tanker 48 2002 Ford F250 4WD Ext Cab (Hector) 49 2002 Ford 350 4WD (David's Field) 50 2002 John Deere 644H Loader (David) 51 2002 lJohn Deere 210LE Landscape Ldr (Hector) 52 2002 lJohn Deere 772CH II Motorgrader (Ron) 53 1997 Sakai SV70TF Roller (Hector) 54 2002 John Deere 200C LC Excavator (Ron) 55 2002 John Deere 624H Loader (Ron) 56 1999 John Deere 762E II Scraper (Ron) 57 1999 John Deere 310SE Backhoe 58 2003 Freight Liner Water Truck (Hector) 59 2007 Ford F350 4WD Crew Cab (Danny) 60 2003 Starlite Trailer (Ron) 61 1999 Feterl Dakota Lube Truck (Keith) 62 2005 Ford F-250 Pickup (David) 63 1943 International Model M Tractor 64 2001 Ford F550 Service Truck (Corey) 65 66 2004 210 Landscape Loader (Ron) 67 1996 Rosco Tru Pac 915 Compactor (Ron) 68 2001 MQ Power DCA 45 Generator 69 1999 Hitachi 750 Excavator (Danny) 70 71 2004 6" Godwin Pump w/trailer 72 2005 Bob Cat S185 Skid Loader 73 1999 John Deere 762B Scraper (Hector) 74 2005 John Deere 644J Loader (Justin) 75 2005 Hillsboro Flatbed Trailer 76 2003 HY-PAC C852-C Roller (Danny) 77 2005 Hitachi ZX450LC Excavator (Justin) 78 2005 John Deere 762B Water Tanker 79 2006 Homemade Trailer (Shop) 80 2006 Homemade Pipe Trailer (Shop) 81 2006 6" Godwin Pump w/trailer 82 2006 6" Godwin Pump w/trailer 83 1997 John Deere 644G Loader 9/25/2007 Itm- 780 E. Garden C)rive Windsor, CO 80550 Phone: (970) 674-0440 Fax: (970) 674-0443 Www.GLHConstru ction.com Completed Projects Project Name Owner Location Description Contract Amt Project dates Gateway Martin Lind Greeley, CO Earthwork 1,066,693 00 Completed 06/97 Phase 1 970-686-5828 Sanitary Sewer Water Storm Sewer Concrete Streets Colony Plaza Landings Dev Evans, CO Earthwork 266,419 00 Completed 06/97 Sewer Main Adam Buna Sanitary Sewer 303-530-4766 Storm Sewer Cottages @ Fisbeck/Sheel Evans, CO Earthwork 55,773 00 Completed 09197 The Landings Bill Shea] Sanitary Sewer 970-339-4525 Water Storm Sewer Concrete Streets Cove @ Landings Dev Evans, CO Earthwork 658,870 67 Completed 09/97 The Landings Adam Buna Sanitary Sewer 303-530-4766 Water Storm Sewer Concrete Streets City of Evans City of Evans Evans, CO Sanitary Sewer 350,878 51 Completed 01/98 11th Ave / Earl Smith Water 37th St 970-339-5344 Storm Sewer Streets Gateway Gateway Dev Greeley, CO Earthwork 1,289,798 10 Completed 09/98 Phase II Brian Boos Sanitary Sewer 970-686-6233 Water Storm Sewer Concrete Streets Completed Projects 9/25/2007 1 Protect Name Owner Location Description Contract Amt Protect dates Water Valley Martin Lind Windsor, CO Earthwork Phase I Phase I & 11 970-686-5828 Sanitary Sewer 1,459,467 81 Completed 09/99 Water Storm Sewer Phase11 Concrete 2,022,394 96 Completed 01/01 Streets Kelly Farms Kelly Farms Greeley, CO Earthwork 1,041,088 24 Completed 09/98 Phase I Development Sanitary Sewer Bran Bartels Water 970-330-7700 Storm Sewer Concrete Streets Mt Vista Vista Ventures Greeley, CO Earthwork 1 544,351 22 Completed 06199 Phase I Ken Crumb Sanitary Sewer 970-304-1392 Water Storm Sewer Concrete Streets Pinnacle @ Sovereign Homes Greeley, CO Earthwork 131,499 98 Completed 09/98 T-Bone Bob Leonetti Sanitary Sewer 970-539-1941 Water Storm Sewer Concrete Streets Bay @ Landings Dev Evans, CO Earthwork 1,581,260 92 Completed 05199 Landings Adam Buna Sanitary Sewer 303-530-4766 Water Storm Sewer Concrete Streets Cottages @ Fisbeck/Sheel Evans, CO Earthwork 56,958 51 Completed 05/99 Landings Bill Sheel Sanitary Sewer 970-339-4525 Water Storm Sewer Concrete Streets Meadows @ Dale Boehner Ft Collins, CO Earthwork 303,203 42 Completed 05199 Fox Creek 970-396-1031 Sanitary Sewer Water Storm Sewer Concrete Streets Completed Protects 9/25/2007 I I I 'l 14* 'z(fin In l5 fP s{ Ir8 ,`^iCP4 jve "tt7a 17#^titl" rP4 dY{,a6 ADDENDUM No 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6069 Roadway and Waterline Improvments at Midway Drive OPENING DATE 3 00 P M (Our Clock) October 2, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made 0 CHANGE: 4 IN 9 M1i i I L On Sheet 4/C2 of the construction plans, the callout for the air valve at station 15+OB 5 should be for a 2-inch valve, not a 1-inch valve See Detail 7/7 for further Information on the valve Prebld Attendees List attached Please contact John D Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED 215 North Mason Street • 2°" Floor • P 0 Box 580 • Fort Collins, CO 80522-0580 8 (970) 221-6775 0 Fax (970) 221-6707 i%ww freoe corn - aie t P::S P�.er E ik.93.. �!%.6 ��ls'•. m.:�di '3'Mddi lR�i4t r{e'. tF'..�I. ry4" :tp# t�1:'§ �#9d Protect Name Owner Location Description Contract Amt Project dates City of Evans Earl Smith Evans, CO Water 336,000 00 Completed 08/99 Pueblo St 970-339-5344 Storm Sewer Streets Loma Linda LIC Dev Greeley Earthwork 185,000 00 Completed 08/99 Subdivision Stan Sessions Sanitary Sewer 970-356-6082 Water Storm Sewer Concrete Streets Hilltop Estates Martin Lind Windsor, CO Earthwork 1,000,000 00 Completed 01/00 970-686-5828 Sanitary Sewer Water Storm Sewer Concrete Streets Clubhouse @ Martin Lind Windsor, CO Earthwork 400,000 00 Completed 07/00 Pelican Lakes 970-686-5828 Sanitary Sewer Water Storm Sewer Concrete Streets Mt Vista Vista Ventures Greeley, CO Earthwork 1,861,889 20 Completed 09100 Phase II Ken Crumb Sanitary Sewer 970-304-1392 Water Storm Sewer Concrete Streets Kelly Farms Kelly Farms Greeley, CO Earthwork 1,656,849 74 Completed 02/01 Phase II Development Sanitary Sewer Brian Bartels Water 970-330-7700 Storm Sewer Concrete Streets Baldridge IBC Severance, CO Earthwork 2,470,087 96 Completed 09/01 Subdivision Dennis Egge Sanitary Sewer 970-686-0337 Water Storm Sewer Concrete Streets Town of Town of Windsor Windsor, CO Water 429,439 85 Completed 07/01 Windsor Dennis Wagner Streets WL Replace 970-686-7180 Completed Protects 9/25/2007 15M VX4111 3 7i e. :.E Project Name Owner Location Description Contract Amt Project dates State Farm Hensel Phelps Greeley, CO Earthwork 597,848 69 Completed 02/01 Building 970-352-6565 Sanitary Sewer Water Storm Sewer Willowbrook AJ Enterprises Evans, CO Earthwork 2,151,930 26 Completed 06/O1 Phase I Jeff Demaske Sanitary Sewer 970-352-7072 Water Storm Sewer Concrete Streets Diamond Windsor Dev Windsor, CO Earthwork 1,061,693 57 Completed 09/01 Valley Road Group Water Chris Ruff Storm Sewer 970-686-9552 Concrete Streets Diamond Windsor Dev Windsor, CO Earthwork 419,837 10 Completed 09101 Valley 3rd Filing Group Sanitary Sewer Chris Ruff Water 970-686-9552 Storm Sewer Concrete Streets Windsor Windsor Dev Windsor, CO Earthwork 121,815 87 Completed 09/01 Charter Group -Chris Ruff Concrete Academy 970-686-9552 Parking Lot WV 4th Filing Dohn Const Windsor, CO Earthwork 152,043 45 Completed 10101 Brett Brown Sanitary Sewer 970-490-1855 Water Willowbrook II AJ Enterprises Evans, CO Earthwork 1,669,634 93 Completed 09/01 Jeff Demaske Sanitary Sewer 970-352-7072 Water Storm Sewer Concrete Streets Clearview Clearview Dev Johnstown, CO Earthwork 3,530,513 96 Completed 05/02 Brian Bartels Sanitary Sewer 970-330-7700 Water Storm Sewer Concrete Streets Completed Projects 9/25/2007 Ovkvk YSyE' 'WK4 61w, Project Name Owner Location Description Contract Amt Project dates Boomerang Adare Homes Greeley, CO Earthwork 1,988,228 69 Completed 04/02 Bill Purcell Sanitary Sewer 303-220-5600 Water Storm Sewer Concrete Streets Willowbrook J&J Enterprises Evans, CO Earthwork 673,075 47 Completed 06/02 29th Ave Jeff Demaske Water 970-352-7072 Storm Sewer Streets Mountain Vista Vista Ventures LLC Greeley, CO Earthwork 930,784 25 Completed 05/02 Center Ken Crumb Sanitary Sewer 970-304-1392 Water Storm Sewer Concrete Streets Calvin Pond David Calvin Greeley, CO Earthwork 724,680 47 Completed 09/01 970-336-1000 WV 7th filing Dohn Const Windsor, CO Earthwork 1,666,043 31 Completed 09/01 Brett Brown Sanitary Sewer 970-490-1855 Water Governor's Ranch JRC Land Co, LLC Eaton, CO Earthwork 1,105,033 59 Completed 08/01 Phase I John Leffler Sanitary Sewer 970-454-2515 Water Storm Sewer Concrete Streets Ashcroft Draw Ashcroft Dev LLC Greeley, CO Sanitary Sewer 1,065,895 09 Completed 06/02 Sanitary Sewer David Calvin 970-336-1000 St Michaels Dump Ashcroft Dev LLC Greeley, CO Storm Sewer 328,590 70 Completed 06/02 Ditch David Calvin 970-336-1000 St Michaels GLIC Ashcroft Dev LLC Greeley, CO Storm Sewer 390,144 56 Completed 06/02 Realignment David Calvin 970-336-1000 St Michaels Ashcroft Dev LLC Greeley, CO Earthwork 1,185,822 29 Completed 05/02 Subdivision David Calvin 970-336-1000 Completed Protects 9/25/2007 +-ice rnnr't ats#rs ii+ia� iMl Yk i". i1 ?� i5�k[ 1fli1A'!! 4Y'9ll� 4 �!e',�iW: 'S Project Name Owner Location Description Contract Amt Project dates Highland Clarkson Land Ault, CO Earthwork 1,103,212 81 Completed 08/02 Meadows- Billy McDivitt Sanitary Sewer Ault 970-353-0802 Water Storm Sewer Concrete Streets Highland W Windsor Dev Windsor, CO Earthwork 958,849 15 Completed 07/02 Meadows- Brian Boos Sanitary Sewer Windsor 970-686-6233 Storm Sewer DV - 4th Filing Dohn Const Windsor, CO Earthwork 438,097 86 Completed 08/02 Brett Brown Sanitary Sewer 970-490-1855 Water Storm Sewer Concrete Streets Govemor's JRC Land Co, LLC Eaton, CO Earthwork 629,114 74 Completed 07/02 Ranch John Leffler Sanitary Sewer Phase II 970-454-2515 Water Storm Sewer Concrete Streets Ridge @ D-WP of Evans Evans, CO Earthwork 968,906 55 Completed 01/03 Prairie View Adam Buna Sanitary Sewer 303-530-4766 Water Storm Sewer Concrete Streets North Weld North Weld Eaton, CO Earthwork 455,656 73 Completed 01/03 County Water County Water Water District District Transmission Allan Overton Line 970-356-3020 Kelly Farms Kelly Farms, LLC Greeley, CO Earthwork 697,167 67 Completed 12102 Phase III Brian Bartels Sanitary Sewer 970-381-5166 Water Storm Sewer Concrete Streets Completed Projects 9/25/2007 '.:t; r ti ris: fRtlle3. +4r�is: A- #i I I 11:, ::: °I I I I I I iFrF: f III I I I "i - .AS] Protect Name Owner Location Description Contract Amt Protect dates Clearview Clearview, Dev LLC Johnstown, CO Earthwork 2,945,063 72 Completed 03/03 Phase III Brian Boos Sanitary Sewer 970-686-6233 Water Storm Sewer Concrete Streets Ashcroft Draw Meyer Farm Greeley, CO Sanitary Sewer 1,086,914 30 Completed 10/2002 Sanitary Sewer Development, LLC Phase II David Calvin 970-336-1000 Highland Ault Clarkson Land Ault, CO Sanitary Sewer 229,883 27 Completed 12/02 Lift Station Billy McDivitt 970-353-0802 City of Evans City of Evans Evans, CO Water 449,013 92 Completed 03/03 Waterline Earl Smith Protect 970-339-5344 St Michaels Ashcroft Dev LLC Greeley, CO Earthwork 7,200,000 00 Completed 09/03 David Calvin Sanitary Sewer 970-336-1000 Water Storm Sewer Concrete Streets Fossil Ridge Executive Homes Windsor, CO Earthwork 52,297 18 Completed 02/03 Sewer Crossing Brian Boos Sanitary Sewer 970-686-6233 Waterford Place Trammel Crow Loveland, CO Earthwork 1,319,842 29 Completed 09/03 Apartments Residential Sanitary Sewer Water Storm Sewer Concrete Streets Longsview Adare Homes Greeley, CO Earthwork 383,335 10 Completed 08103 Bill Purcell Concrete 303-220-5600 Streets 71st Ave/28th St Ashcroft Dev , LLC Greeley, CO Earthwork 718,047 47 Completed 08/03 David Calvin Streets 970-336-1000 Non -Potable Ashcroft Dev, LLC Greeley, CO Water 507,026 32 Completed 08/03 Water David Calvin �970-336-11000 Completed Protects 9125/2007 zr siiF1 FYs,e it fQ Z;e $ ::, 971'. rll s?�7RF Project Name Owner Location Description Contract Amt Project dates Dove Hill Patriarch Developers LaSalle, CO Earthwork 1,378,439 75 Completed 07/03 Mark Strauss Sanitary Sewer 970-566-8880 Water Storm Sewer Concrete Streets GLIC Ditch Lining Ashcroft Dev LLC Greeley, CO Storm Sewer 272,169 75 Completed 08/03 David Calvin 970-336-1000 WV 11th Filing Cottier Construction Windsor, CO Earthwork 240,322 83 Completed 07/03 Dave Carlson Sanitary Sewer 970-221-4621 Water Storm Sewer Concrete Streets High Pointe Highpointe, Inc Greeley, CO Earthwork 252,264 55 Completed 08/03 Condos @ Curt Karlen Sanitary Sewer Kelly Farms 970-674-1299 Water Storm Sewer Concrete Streets Summer Park Highpointe, Inc Greeley, CO Earthwork 1,366,056 34 Completed 11103 Village Curt Karlen Sanitary Sewer 970-674-1299 Water Storm Sewer Concrete Streets Johnstown Farms Lumberman's Investment Johnstown, CO Earthwork 3,780,676 73 Completed 01/04 John Pierret Sanitary Sewer 972-702-8699 Water Storm Sewer Concrete Streets Tuscany Tuscany, LLC Evans, CO Earthwork 1,357,294 65 Completed 12103 Carl Ford Sanitary Sewer 970405-3388 Water Storm Sewer Concrete Streets Completed Projects 9/25/2007 at% pli"Ill wet. t Project Name Owner Location Description Contract Amt Project dates Baldridge Phase II Jack & Beverly Schneider Severance, CO Earthwork 468,758 95 Completed 01/04 % Double Eagle Const Sanitary Sewer 970-223-3500 Water Storm Sewer Concrete Streets Johnstown Farms Lumbermans Johnstown, CO Earthwork 458,571 55 Completed 01/04 Phase IV Investments Sanitary Sewer 972-702-8372 Water Storm Sewer Concrete Streets Seeley Lake Ogilvy Ditch Co Greeley, CO Storm Sewer 268,574 47 Completed 02104 Improvements 970-352-4468 Town of Eaton Town of Eaton Eaton, CO Water 539,976 16 Completed 01/04 24" Waterline 970-454-3338 Miscellaneous Waterford Place Kiewit Western Co Loveland, CO Earthwork 74,479 17 Completed 03104 303-979-9330 Habitat For Habitat For Greeley, CO Earthwork 747819 19 Completed 06/04 Humanity Humanity Sanitary Sewer 970-351-6766 Water Storm Sewer Concrete Streets Governors Ranch JRC Land Company Eaton, CO Earthwork 824,092 90 Completed 06/04 Phase III John Leffler Sewer 970-454-2515 Water Storm Sewer Clearview 2 Ph II Clearview Dev, , LLC Johnstown, CO Earthwork 300,847 65 Completed 07/04 970-686-6233 Sewer Water Storm Sewer Erosion Control Concrete Streets Water Valley Trollco, Inc Windsor, CO Earthwork 5,194,538 00 Completed 11/04 South Trollco Ph I Martin Lind Sewer 970-686-5828 Water Storm Sewer Conduit Concrete Streets Completed Projects 9/25/2007 Project Name Owner Location Description Contract Amt Project dates Water Valley Trollco, Inc Windsor, CO Earthwork 5,598,320 00 Completed 11/04 South - Metro Ph I Martin Lind Sewer 970-686-5828 Water Storm Sewer Conduit Concrete Streets Water Valley Trollco, Inc Windsor, CO Earthwork 3,192,835 00 Completed 11104 South - Metro Ph 11 Martin Lind Sewer 970-686-5828 Water Storm Sewer Conduit Concrete Streets Barefoot Farms Dave Barnett Windsor, CO Earthwork 258,555 00 Completed 11/04 970-686-0525 Sewer Water Storm Sewer Erosion Control Concrete Streets Ridge @ Prairie D-WP of Evans, 1-LC Evans, CO Earthwork 663,460 18 Completed 05/05 View Ph 5 Nick Francis Sewer 970-381-3591 Water Adam Buna Storm Sewer 303-877-4766 Erosion Control Concrete Streets Town Centre @ Fisbeck/Sheel Greeley, CO Earthwork 178,940 00 Completed 06/05 St Michaels Winter Farm Roche Constructors Windsor, CO Earthwork 4,180,000 00 Completed 06105 Ryan Strub Sewer 970-356-3611 Water Storm Sewer Erosion Control Concrete Streets Completed Protects 9/25/2007 10 " Project Name Owner Location Description Contract Amt Project dates Belmont Ridge Belmont Ridge Windsor, CO Earthwork 4,331,039 00 Completed 09/05 Development, LLC Sewer 970-662-0600 Water Storm Sewer Erosion Control Concrete Streets Cimarron Pointe Lockhart Consructors Firestone, CO Earthwork 602,428 00 Completed 07/05 Sewer Water Storm Sewer Erosion Control Concrete Streets Terrace Green Terrace Green, LLC Greeley, CO Earthwork 174,921 00 Completed 10/05 Nick Francis Sewer 970-381-3591 Water Storm Sewer Concrete Streets Dove Hill Ph II Patriarch Builders LaSalle, CO Earthwork 711,276 00 Completed 10/05 970-566-8880 Sewer Water Storm Sewer Concrete Streets Parker Meadows B & B Local Evans, CO Earthwork 271,373 38 Completed 02/06 Construction, LLC Sewer 970-353-3141 Water Storm Sewer Concrete Streets Diamond Valley Bldg K Dohn Construction, Inc Windsor, CO Sewer 39,094 64 Completed 12/05 970-490-1855 Water King Surveyors Building King Surveyors, Inc Windsor, CO Earthwork 910,018 46 Completed 08/05 970-686-5011 Sewer Water Concrete Streets Completed Protects 9/25/2007 11 Project Name Owner Location Description Contract Amt Project dates Chubbuck Ditch Greeley Loveland Loveland, CO Earthwork 44,235 63 Completed 07/05 Irrigation Company Sewer John Gauthrie Streets 970-330-0855 City of Evans City of Evans Evans, CO Earthwork 691,095 36 Completed 06/05 42nd Street 970-339-5344 Sewer Water Concrete Streets City of Evans City of Evans Evans, CO Earthwork 571,406 66 Completed 09/05 Riverside Parkway 970-339-5344 Concrete Streets Cedar Estates Jewels Development Pierce, CO Earthwork 117,712 26 Completed 07105 970-206-1047 Concrete Streets State Hwy 257 Windsor, CO Earthwork 683,731 29 Completed 02/06 Storm Sewer Streets WV South Five Hole Investments Windsor, CO Earthwork 1,956,459 66 Completed 12/05 Hillside & Trollco Ph III Sewer Water Storm Sewer Concrete Streets Poudre River Ranch Double Eagle Greeley, CO Earthwork 4,386,497 00 Completed 05/2006 Construction Sery Inc Sewer 970-223-3500 Water Storm Sewer Concrete Streets S Gate Sewer Trollco, Inc Windsor, CO Earthwork 1,346,415 72 Completed 05/2006 Interceptor 970-686-5828 Sewer Water Streets Highpomt Vista Double Eagle Windsor, CO Sewer 3,826,565 44 Completed 05/2006 Construction Sery Inc 970-223-3500 Storm Sewer Water Valley Village Dohn Construction, Inc Windsor, CO Earthwork 521,856 27 Completed 05/2006 970-490-1855 Sewer Water Storm Sewer Concrete Streets Completed Projects 9/25/2007 12 ATTENDANCE RECORD PREBID CONFERENCE Project: 6069 Roadway and Waterline Improvement at Midway Drive Time• 10.00 amDate• September 20, 2007 Lacatinn215 N Uasan Tmininn Rnnm PRINT PRINT ADDRESS TELEPHONE FAX &MAIL ADDRESS NAME FIRM NAME 1�CLJ�ci iQ�nG Ear��t %1.5O 6Y¢CwI Y' ei Q%D-%6Z-fO4i ?o pr'GZ TOV) { pgV1�p Q. seWf 6m e. CJM r25:b7 iCe 1e sue{ 1 i�eS1c'� 3Fj3 - 3t0 7ZO - �ZCCQS hi M Gri e-, t y ZI825 pl t C� �r1 It, C'40 `lam CGv��h IS6 pa O (/lPrr�Iw��L'hs�72uci�tiv (RBI / f ��GHwf3 o2'(S6 Frei _ 9ro -667 �7Zb �d7 [ � � GGZf��1,QT � fhlUtoG U+rS. Q'W 57P. -F 36d C) 3730 c�E 10/ CIw o e� °1-10.ZZ�3 30*I`(�GDn SD dl1 `.[ er i�r q-7o- 5�7-74�3 - Suss Sk7-7-1?3 W�� %�.¢'x° �(f% �p-✓sY•a�•/-X,e,✓ �j c �i+,e.t�,✓ l� 97v-67s�o'/�a 9jO•G7forft/3 JkSetld�'1�[ldeaNsT.etre.�_co 0 "a�.F 'Y.° ►'". 6 `ad. 'i � I I a w.' "2£�5' !' !.1' 'II 11 Y "4 + Project Name Owner Location Description Contract Amt Project dates Lighthouse Bay Landmark Construction Windsor, CO Earthwork 574,183 15 Completed 05/2006 Condos Solutions Sewer 970-686-0824 Water Storm Sewer Concrete Streets Johnstown Farms Ph II Lumbermen's Investment Johnstown, CO Earthwork 614,300 37 Completed 0 122006 Corporation Water 972-702-8699 Storm Sewer Concrete Streets Faith Estates National Vision Eaton, CO Earthwork 407,778 25 Completed 05/2006 Development, Inc Water 970-396-6477 Storm Sewer Streets Center Park Lou Cangilla Greeley, CO Sewer 115,709 91 Completed 05/2006 970-356-3343 Water Concrete Streets The Village @ St Michaels Macrum Building Systems Greeley, CO Sewer 194,208 00 Completed 03/2007 (970) 590-2200 Water Non Potable Water Storm Sewer Concrete Streets Erosion Control WV Village Storm Water Valley Windsor, CO Sewer 29,908 00 Completed 02/2007 970-686-5828 Water Non Potable Water Storm Sewer Erosion Control Southgate Business Park Dohn Construction, Inc Windsor, CO Earthwork 4,131,167 00 Completed 12/06 970-490-1855 Sewer and Water Windsor Southgate, LLC Storm Sewer 970-686-5828 Concrete Streets Windsor Commons Ft Collins Paving Windsor, CO Sewer 364,878 00 Completed 02/2007 (970) 686-0986 Water Storm Sewer Completed Projects 9/25/2007 13 VJL C; 780 E_ Garden Drive Windsor, CO 80550 Phone- (970) 674-0440 Fax- (970) 674-0443 www_GLHConstructlon_corm Current Projects Project Name Owner Engineer Location Description Contract Amt Project dates Belmont Ridge Ph 4 & 5 Belmont Ridge Northern Engineering Windsor CO Earthwork 5,547,398 79 Start 05/2006 Development, LLC Services, Inc Sewer Est Comp 0612007 970-662-0600 970-221-4158 Water Storm Sewer Concrete Streets Eagle Crossing Eagle Crossing Dev , Inc JCB Engineering Loveland, CO Earthwork 5,300 000 00 Start 07/2006 970-686-5828 970-674-9741 Sewer Est Comp 0812007 Water Storm Sewer Concrete Streets Wyndham Hill Ridge Development Hurst & Associates, Inc Frederick, CO Earthwork 1,340,000 00 Start 08/2006 (970) 663-0575 Sewer Est Comp 06/2007 Water Storm Sewer Concrete Streets McCloskey Commercial Edgewood Companies Pickett Engineering Greeley, CO Sewer 1,425,000 00 Start 0912006 (970) 381-5166 970-356-6362 Water Est Comp 08/2007 Storm Sewer Erosion Control River Run @ Poudre River Snowdance Dev North Star Design Greeley, CO Sewer 1,166,064 00 Start 1012006 (970) 356-9787 970-686-6939 Water Est Comp 0712007 Non Potable Water Storm Sewer Erosion Control Good Samaritan Dohn Construction TST Eng Windsor CO Sewer 595,000 00 Start 10/2006 970-490-1855 970-226-0204 Water Est Comp 06/2007 Non Potable Water Storm Sewer Erosion Control Current Projects 9/25/2007 1 Project Name Owner Engineer Location Description Contract Amt Project dates Severance San Sewer Town of Severance KEN Eng Severance CO Sewer 1,450,000 00 Start 10/2006 (970) 395-9880 Spring 2007 Trmnath Ranch Summit Land Mgmt Northern Engineering Turmath, CO Earthwork 4,300,000 00 Start 11/2006 (970) 207-1511 970-221.4158 Sewer Fall 2007 Water Storm Sewer Plaza Commercial Herrick Garnsey Pickett Engmeenng Greeley, CO Demo 652,498 00 Start 0412007 (970) 539-0010 970-356-6362 Erosion Control Est Comp 08/2007 Sewer Water Storm Sewer Conducts Concrete Streets Current Projects 9/25/2007 fr] 7 It is the goal of GLH Construction to provide infrastructure development and improvement to the Northern Colorado area, emphasizing quality and integrity Gregory L Hughes established GLH Construction in August of 1996 He brings 30 years experience in the pipeline and roadway construction industry GLH Construction started as a company with 6 employees and has grown today to a company of 37 employees Gary D. Smith has been a managing partner since August of 1996 He works as a general superintendent, overseeing and managing all field crews He also brings various superintendent experience to the company. Joseph A. Schumacher has been with GLH Construction since June of 1999 and a managing partner since January of 2000 Joe completed a B S. Civil Engineering degree from Colorado State University and an Associate of Applied Science -Engineering Technology/Civil degree from Aims Community College and is a Civil Engineer Joe also has a broad background of job experience in the construction industry lot GLH Construction is a company rooted in Windsor, a Northern Colorado area. As such, we have found that our costs are best minimized by operating within a specific regional distance. Typical parameters include the cities and towns of Ft. Collins, Loveland, Berthoud, Mead, Longmont, Erie, Dacono, Fredrick, Firestone, Ft Lupton, Platteville, Milliken, Johnstown, La Salle, Kersey, Greeley, Eaton, Evans, Severance, Nunn, Wellington, Windsor and other areas within or nearby this boundary Winner of a Mountain States BBB Torch Award for Business Ethics a 1 a 1" n 2 aAgudars Corporation Aggregate Industries Attn John Aguilar Attn Vern Trautman 4301 Denver St P O Box 337231 Evans, CO 80620 Greeley, CO 80633 1 Phone- (970) 330-7086 Phone (970) 353-2005 J Dana Kepner Company, Inc Foothills Concrete Pipe Attn Dave Phillips Ann Mike Hoganson 3701 Canal Drive P.O Box 838 Fort Collins, CO 80524 Platteville, CO 80651 Phone (970) 482-331 1 Phone (970) 785-6066 fLafarge West, Inc National Waterworks Attn* Keith Reichert Attn- David Perry 925 N. 35d' Avenue 1910 39`h St. Greeley, CO 80631 Denver, CO 80524 Phone- (970) 378-2244 Phone: (303) 292-1 112 Poudre Tech Aggregate T&T Concrete Attn, Martin Lind Attn Tony Arguello 1625 Pelican Lakes Point 3000 F Street Windsor, CO 80550 Greeley, CO 80634 Phone (970) 696-5828 Phone (970) 352-6721 Ink hh"It'st Bank of Choice Advantage Bank 3635 23rd Ave. 4731 W 10d' St -Suite B Evans, CO 80620 Greeley, CO 80634 Phone (970) 506-1000 Phone. (970) 353-0047 Pinnacle Bank Signature Bank 1702 17'h St. 355 Eastman Park Dr. Cody, WY 82414 Windsor, CO 80550 Phone: (307) 527-7186 Phone (970) 674-3600 5 3 Sears Investment Attn Brian Bartels j 711 101h St #200 Greeley, CO 80634 Phone. (970) 356-5500 t Martin Lind 1625 Pelican Lakes Point, Suite 201 Windsor, CO 80550 Phone- (970) 686-5828 Ashcroft Development, LLC Attn- David Calvin @ Bataa Oil { 5801 W 1 1 "' St Greeley, CO 80634 Phone- (970) 336-1000 Landings Development Attn* Bob Childers/Nick Francis/Adam Buna/Dale Boehner 1220 11 'Ave Greeley, CO 80631 Phone: (970) 353-2925 Cell (970) 396-1031 (Dale Boehnerj FYP!'\ Itl\/P PllfYfPf 1 N Attn Brian Boos 220 E. Main St. Windsor, CO 80550 Phone (970) 686-6233 Lumbermen's Investment Corp Attn John Pierret 14755 Preston Road, Suite 710 Dallas, TX 75254 Phone. (972) 702-8699 D-WP of Evans, LLC Attn- Adam Buna 2423 Bluebells Drive Evans, CO 80620 Phone- (303) 877-4766 4 0 !) I Patriarch Development Attn Mark Strauss 4209 Idledale Drive Ft Collins, CO 80526 Phone (970) 226-0442 JRC Land Company, LLC Attn John Leffler 16977 WCR 74 Eaton, CO 80615 Phone (970) 454-2515 Double Eagle Construction Services, Inc Attn Gregg Seebohm 4026 Timberline Rd, Suite 100 Ft Collins, CO 80525 Phone. (970) 223-3500 Summit Land Management, Inc Attn Andy Krill 8020 S CR 5, Suite 200 Windsor, CO 80528 Phone (970)207-1511 Roche Constructors, Inc 361 71 n Avenue Greeley, CO 80634 Phone (970) 356-361 1 Major Projects Completed. Gateway Subdivision Ph I & If (Greeley, CO) Owner. Brian Boos ContractAmount: $2,356,491 Completed- 09/ 1998 Cove @ The Landings (Evans, CO) Owner Nick Francis/Adam Buna/Dale Boehner ContractAmount. $658,871 Completed: 09/ 1997 t 5 0,.1 Water Valley Ph I & II (Windsor, CO) Owner Martin Lind Contract Amount- $3,481,863 Completed- 0112001 Kelly Farms Ph I, II & III (Greeley, CO) Owner Brian Bartels ContractAmount $3,395,106 f Completed 0212001 Mt Vista Ph I & II/Mt Vista Center (Greeley, CO) Owner Vista Ventures ContractAmount $4,337,024 34 Completed* 05/2002 Bay @ Landings (Evans, CO) Owner Nick Francis/Adam Buna/Dale Boehner ContractAmount $1,581,261 Completed, 05/1999 Pelican Hills (Windsor, CO) Owner* Martin Lind Contract Amount $1,000,000 Completed 0112000 r Baldndge Subdivision (Severance, CO) .t Owner IBC Dennis Egge ContractAmount $2,470,088 Completed 09/2001 Willowbrook Ph I & II (Evans, CO) Owner. Jeff Demaske ContractAmount $4,494,640 Completed. 06/2001 Diamond Valley Road (Windsor, CO) Windsor Development/Chns Ruff ContractAmount: $1,061,694 Completed 09/2001 Clearview Ph 1, II & III (Johnstown, CO) Cleanriew Development/Brian Boos ContractAmount $6,404,884 Completed- 0812003 6 A I I CNIJANf;L RECORD PREBID CONFERENCE Project: 6069 Roadway and Waterline Improvement at Midway Drive Time: 70:00 amDate: September 20, 2007 I nr_atinn•911F N IIpncnn T.e .. C.. PRINT NAME PRINT FIRM NAME DDRESS ELEPHONE FAX E-MAILADDRESS U fb &�� U VO3fdtv44 w5- c6Ac<s,Aca�dr�� �L70, �F G ffi t�om.. ILgry�� I�►�Q''S9►i �-�w1C�IM14 (=,, �ea�5 (I w 5u e o Wit--01 0 �.��-niA.t w►�(tew��t�,@ace CD*" Rq NW two d%1411 aw 31C" VV7, im '_4P'A. G`w 47* 110P sW#�. i Boomerang (Greeley, CO) ` Adare Homes/Bill Purcell j Contract Amount $1,988,229 E J Completed 0412002 1 a{ Governor's Ranch Ph I & II (Eaton, CO) JRC Land Co/John Leffler ContractAmount $1,734,149 l) Ot Completed 0712002 Highland Meadows/Lift Station (Ault, CO) Clarkson Land ContractAmount $1,333,096 Completed 1212002 Ashcroft Draw Sanitary Sewer Ph I & II (Greeley, CO) Ashcroft Development/David Calvin Contract Amount: $2,142,809 Completed O6/2002 St. Michaels Dump Ditch/GLIC Realignment (Greeley, CO) Ashcroft Development/David Calvin rrrttt ContractAmount $7111,136 1 ! Completed: 10/2002 Water Valley 7th Filing (Windsor, CO) Dohn Construction a ContractAmount- $1,666,043 Completed. 09/2001 St. Michaels Ph I & II (Greeley, CO) s cro Development/David ( ContractAmount- $8,385,822 Completed. 09/2003 Ridge @ Prairie View Ph I & II (Evans, CO) D-WP of Evans/Nick Francis & Adam Buna ContractAmount. $2,009,543 Completed- 1212003 Waterford Place (Loveland, CO) Trammel Crow Residential ContractAmount $1,319,842 Completed: 09/2003 7 7 Q) 71"Ave & 281h St/GLIC Ditch Lining (Greeley, CO) Ashcroft Development/David Calvin ContractAmount $990,217 Completed 0812003 Summer Park Village (Greeley, CO) Highpointe, Inc/Curt Karlen ContractAmount $1,366,056 �(} 1 J Completed 1 1/2003 Dove Hill (LaSalle, CO) Patriarch Builders/Mark Strauss Q(l U ContractAmount. $1,378,440 Completed- 0712003 Johnstown Farms (Johnstown, CO) Lumbermans Investment/John Pierret ContractAmount $4,239,248 Completed- 0112004 Tuscany Development (Evans, CO) Tuscany Development, LLC/John & Carl Ford ;r Contract Amount 11,357,295 Completed- 01/2004 Baldndge Phase II Jack & Beverly Schneider c/o Double Eagle Construction Contract Amount $468,759 Completed 01/2004 Seeley Lake Improvements vynvy uncn c.ornNany F ContractAmount $268,574 + Completed 02/2004 Town of Eaton 24' Waterline Town of Eaton Colorado ContractAmount: $539,976 Completed. 01/2004 Habitat For Humanity Greeley, Colorado Contract Amount: $747,819 Completed- 06/2004 8 ,l z } �l Governors Ranch Ph III j JRC Land Company/John Leffler J ContractAmount $824,093 Completed 06/2004 aJ Clearview 2 Ph II ° Clearview Development/Brian Boos ContractAmount S300,848 oil Completed 0712004 Water Valley South-Trollco Ph I Trollco/Martin Lind ContractAmount $4,856,782 Completed 1112004 Water Valley South -Metro Ph I Trollco/Martin Lind ContractAmount $ 5,116,933 Completed 11/2004 J Water Valley South -Metro Ph II Trollco/Marnn Lind Jr ContractAmount $2,684,692 Completed 1112004 Barefoot Farms Dave Barnett Contract Amount $237,494 Completed 1012004 Winter Farm yarrS Contract Amount $4,180,00 00 Completed 0812005 Poudre River Ranch Double Eagle Construction Services, Inc ContractAmount $4,386,497.00 Completed. 05/2006 Belmont Ridge Belmont Ridge Development, LLC Contract Amount $4,331,039 00 Completed 09/2005 9 t SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed I l SECTION 00510 NOTICE OF AWARD Date October 8, 2007 TO GLH Construction, Inc. PROJECT 1111 Roadway and Waterline Improvement at Midway Drive , OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated October 2, 2007 for the above project has been considered You are the apparent successful Bidder and have been awarded an Agreement for 6069 Roadway and Waterline Improvement at Midway Drive The Price of your Agreement is Eighty Five Thousand Nine Hundred Sixty Dollars and Ninety Seven Cents ($85,960.97). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by October 22, 2007 1 You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents Each of the Contract Documents must bear your signature on the cover of the page. 2 You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5 1) and Supplementary Conditions a Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached City of Fort Collins OWNER By/// Jam s B O'Neill, II, CPPO, FNIGP ai ector of Purchasing & Risk Management e 9 9/12/01 Section 00510 Page 1 H1 I A I I +s 0 0 141 M SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 8th day of October in the year of 2007 and shall be effective on the date this AGREEMENT is signed by the City The City of Fort Collins (hereinafter called OWNER) and GLH Construction, Inc (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows ARTICLE 1 WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 6069 Roadway and Waterline Improvement at Midway Drive, the project includes the construction of 443 linear feet of aggregate base roadway including an accompanying drainage swale; installation of 1509 feet of 8-inch PVC water line along Midway Drive (including two fire hydrants along Midway Drive), the installation of a %" service line to an existing meter pit, the installation of an air -release valve, the removal and replacement of an existing drainage culvert, and trash/debris removal in an existing culvert, and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Anderson Consulting Engineers, Inc , who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents ARTICLE 3 CONTRACT TIMES 3 1 The Work shall be Substantially Complete within twenty eight (28) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within thirty three (33) calendar days after the date when the Contract Times commence to run 3 2 Liquidated Damages OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3 1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. 9/12/01 Section 00520 Page 1 Lan I I N I I in Hi M. I '1 A i n They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter 1) Substantial Completion - Seven Hundred Fifty Dollars ($750) for each calendar day or fraction thereof that expires after the twenty eight (28) calendar day period for Substantial Completion of the work until the Work is Substantially Complete 2) Final Acceptance After Substantial for each calendar five (5) calendar the Work is ready ARTICLE 4. CONTRACT PRICE Completion, Seven Hundred Fifty Dollars ($750) day or fraction thereof that expires after the day period for Final Payment and Acceptance until for Final Payment and Acceptance 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows Eighty Five Thousand Nine Hundred Sixty Dollars and Ninety Seven Cents ($85,960 97), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions Applications for Payment will be processed by ENGINEER as provided in the General Conditions 5.1. PROGRESS PAYMENTS OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2 6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5 1 1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14 7 of the General Conditions 90% of the value of work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may 9/12/01 Section 00520 Page 2 I B a I 0 V N I C' I C J A determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14 2 of the General Conditions) may be included in the application for payment. 5 1 2 Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14 7 of the General Conditions or as provided by law 5 2 FINAL PAYMENT Upon Final Completion and Acceptance of the Work in accordance with paragraph 14 13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6 CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6 1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work 6 2 CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions 6 3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6 2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4 2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6 4 CONTRACTOR has reviewed and checked all information and data shown 9/12/01 Section 00520 Page 3 N CI N M I N I I I I I I I I U I or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4 3 of the General Conditions 6 5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents 6 6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR ARTICLE 7 CONTRACT DOCUMENTS 7 1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1 10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference 7 2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following 7 2 l Certificate of Substantial Completion 7 2 2Certificate of Final Acceptance 7 2.3 Lien Waiver Releases 7 2 4 Consent of Surety 7 2 5Application for Exemption Certificate 7.2 6Application for Payment 7 3 Drawings, consisting of a cover sheet and sheets numbered as follows. The Contract Any revisions 9/12/O1 Sheet 1, Index No. 1 Cover Sheet Sheet 2, Index No. Cl Project Information Sheet Sheet 3, Index No C2 Roadway Plan and Profile Sheet 4, Index No C3 8-Inch Waterline Plan and Profile Sheet 5, Index No. C4 Detail Sheet Drawings shall be stamped "Final for Construction" and dated made shall be clearly identified and dated Section 00520 Page 4 0 Y Q7 4 Addenda Numbers 1 to 2, inclusive 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3 5 and 3 6 of the General Conditions 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7 The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3 6 of the General Conditions. ARTICLE 8. MISCELLANEOUS I I Lam] N 12 9 LaJ 1l 19 A I 8.1 Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions 8 2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound, and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8 3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 9/12/01 Section 00520 Page 5 F1' f I CONTRACT" DOCUMENTS TABLE OF CONTENTS Section BID INFORMATION 00020 Notice Inviting Bids 00100 Instruction to Bidders 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Major Subcontractors CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance a 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release(Contractor) t 00660 Consent of Surety 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC -A 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment SPECIFICATIONS Pages 00020-1 - 00020-2 00100-1 - 00100-9 00300-1 - 00300-3 00400-1 00410-1 - 00410-2 00420-1 - 00420-3 00430-1 00500-1 00510-0 00520-1 - 00520-6 00530-1 00600-1 00610-1 - 00610-2 00615-1 - 00615-2 00630-1 00635-1 00640-1 00650-1 - 00650-2 00660-1 00670-1 - 00670-2 00700-1 - 00700-34 GC -Al - GC-A2 00800-1 - 00800-2 00900-1 00950-1 - 00950-2 00960-1 - 00960-4 5 OWNER CITY OF FORT COLLINS By G JAMES O'NEILL II, CPPO, FNIGP 2I CTOR OF PURCHASING D RISK MANAGEMENT Date V d Attest City Clerk Address for giving not P 0 Box 580 Fort Collins, CO 80522 as to Fri -- Assistant/ City Attorney 9/12/01 CONTRACTOR GLH Construction, Inc. By. Title: Date — 1— — &I �T :Z= (CORPORATE SEAL) 'o Attest '���AD „`\ .. r Address for giving notices Try p &0 rior'61L V r,- �,y�natso�, Cb �d556 LICENSE NO Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work 6069 Roadway and Waterline Improvement at Midway Drive To. GLH Construction, Inc This notice is to advise you That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER That the OWNER has approved the said Contract Documents Therefore, as the CONTRACTOR for the above described work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be 20_ and 20, respectively City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20_. CONTRACTOR GLH Construction, Inc By Title 7/96 Section 00530 Page 1 rf SECTION 00530 NOTICE TO PROCEED Description of Work MIDWAY DRIVE ROADWAY AND WATER LINE IMPROVEMENT PROJECT To GLH Construction Inc 780 East Garden Drive Windsor, CO 80550 This notice is to advise you I That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER 2 That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER 3 That the OWNER has approved the said Contract Documents Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within one (I ) calendar day from receipt of this notice as required by the Agreement Dated this 26th day of October 2007 The dates for Substantial Completion and Final Acceptance shall be December 3, 2007 and December 9, 2007 respectively e City of Fort Collins OWNER By Mark Kempton, P E , Anderson Consulting Engineers, Inc for The City of Fort Collins Natural Resources Department Title Project Manager ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this 30 day of p4fZa4e_ � 200o?'/ liJGh" COatS/ ,�inC CONTRACTOR By Title �e Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate H ¢K" srcTloN 00610 e PERFORMANCE BOND Bond No COC49602 eK14OW ALL MEN By 'THESE PRESENTS that (Finn) GLH Construction, Inc (Address) 780 E Garden Drive, Windsor, CO80550 (an Indibidual), (d Partnership), (a Corporation), hereinafter referred to as Lhe "Principal" and (Firm) Merchants Bonding Company (Mutual) (Address) 2100 Fleur Drive, Des Moines, IA 50321 hereinafter referred to as ,thc Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a e (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of Eighty-five Thousand Nine Hundred Sixty and 97/100=----------------------- -kn_lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these apresents THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER dated the 8th day of October 2007, a copy of which is hereto attached and made a part hereof for the performance of The city of Fort Collins projecL,0069 Roadway and Waterline improvement dt Midway Drive NbW, THEREFORE, if the Principal shall well, truly and faiLhfully perform its dujUes, all the undertakings, covenants; terms, conditions and agreements of said AgreemenL during the original term thereof, and any extensions thereof which maY be granted by the OWNER, with or without Notice to the Surety and daring the life of the guaranty period, and if the principal shall sdttsfy all claips and demands incurred under such Agreement, and shall fully indelm.ify and save harmless the OWNER from aLl cost and damages which it may suffer by reain of failure to do so, and shall reimburse and repay the OWNER all outlay 'and expense which the OWNER may incur in making good any default then this ;obligation shall be void, otherwise to remain in full force and effect iJ 1 7/96, section 00610 Page 1 Y.5 IJ PROVIDED, FFjp'MjE9, that the ,maid Surety, fOr value re -rived, hereby stipulates a and agrees that no change, extension of time, alteratiun or addltiun to the terms of the Agreement or to the Work to be pet formed thuieunder or the specifications accompanying the same shall in any way affect its obligation on a this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, ` each one of which shall be deemed an original, this l5thday of October 2,007 IN PRESENCE Prinoigal'GLH Construction, Inc VVV _._�.'0GS IOIII -: naTE L1 LI A I III H R X '►tl (Corporate Seal) IN rRESENCE OF / IN RESENCE 0 - ._ (Surety Seal) 780 E (Title) (Address) Other Partne-s gy W By -'- Surety Merchants Bonding Company (Mutual) Karo e e ers, fforney-m-Fact BY 2100 Fleur Drive, Des Moines, IA 50321 (Address) NOTE: Date of Bond must not be prior to date of Agreement. if CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00610 Page 2 C) i 1 Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make constitute and appoint Mike Schmitt, Valerie Schmitt, Karole Peters of Greeley and State of Colorado its true and lawful Attorney -in -Fact, with full power and authority hereby conferred in its name, place and stead, to sign execute, acknowledge and deliver in its behalf as surety any a and all bonds, undertakings, recognrzances or other written obligations in the nature thereof subject to the limitation that any such instrument shall not exceed the amount of a FOUR MILLION ($ 4,000,000 00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of said Attorney-m-Fact, pursuant to the authority herein given, are hereby ratified and confirmed This Power -of -Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By - Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002 ARTICLE II SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and n authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company and attach the Seal of the Company thereto, bonds and undertakings, recognizances contracts of indemnity and other writings obligatory in the nature thereof ARTICLE 11, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed H1 In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this 16th day of January, 2006 ap�N� co�A ••00 pPPOA 9'• .y •z y 1933 c; c~' ..�d�� � `tea• • STATE OF IOWA COUNTY OF POLK ss MERCHANTS BONDING COMPANY (MUTUAL) President On this 16th day of January, 2006, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) the corporation descnbed in the foregoing instrument and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written CINDY SMYTH Commission Number 173504 c.. My Commission Expires March 16, 2009 STATE OF IOWA COUNTY OF POLK ss 1d`; rh Notary Public, Polk County, Iowa I William Warner, Jr , Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing Is a true and correct copy of the POWER -OF -ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is still in full force and effect and has not been amended or revoked In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this 151h day of October , 2007 POA 0001 (1/06) 9 Secretary t N, l!l SECTTON 00615 PAYMENT BOND Bond No COC49602 aKNOW ALL MEN BY THESE PRESENTS- that (Firm) GLH Construction, Inc (Address) 780 E Garden Drive, Windsor, CO 80550 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) Merchants Bonding Company (Mutual) 2100 Fleur Drive, Des Moines, IA 50321 - (Address) hereinafter refevted to as "'hc Surety", are held and Lirmly bound unto the City of Fort Collins, 300 Laporte Ave , Port Collins, Colorado 60522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal Eighty-five Thousand Nine Hundred Sixty and 97/100------------------- in -lawful money of the Sum of United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 8th day of October, 2007, a copy of which is hereto attached and made a part hereof for the performance of Improvement at The City of Fort Collin,' protect, 6069 Roadway and Waterline Midway Drive. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, labor subcontractors, dnd corporations furnishing materials for or performing in the prosecution of the Work provided for in such Agreement and any a authorized extension or modification thereof, including all amounts due for. on machinery, equipment and tools, consumed, materials, lubricants, repairs rented or used In connection w,th :Thc construction of such Work, and all insurance premiums on saLd Work, and for all tabor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be. void, otherwise to remain in full force and effect 9P 0 7/96 Section 00615 Page 1 9 A I 11ft01fTDF11, FURTHEh, that the Raid Surety, €ox rralue be_^oby st'Pulare9 and agrees that no change, extension of time, alteration of addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on a this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied PROVIDED, FURTHER, that the Surety Company must be authori7ed to transact business in the State of Colorado and be acceptable to the OWNER. a IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 15thday of October 2007 IN��j PP�RE�SENCEy IO�F Principal GLH ConstructionInc nc By- Gregory L ghes, Owner (T.iCie) 780E -Garden Drive Windsor CO80550 2t (Address) ❑U J :0= (Corporate Seal) �Sj• ;��� •... ' O IN PRESENCE OF oth r Partners ....•CO !' RESENCE OF Surety Merchants Bonding Company (Mutual) L �_���- a ��_- - Bye`p-ettorney-m-Fact BY, 2100 Fleur Drive Des Moines IA 50321_ � — "���� (Address) -�Jfitr@ty Seal ) Date of Bond must not be prior to date of Agreement - If CONTRACTOR is Partnership, all partners Should execute Bond. J96 Section 00615 Page 2 , Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Mike Schmitt, Valerie Schmitt, Karolc Peters of Greeley and State of Colorado its true and lawful Attorney-m-Fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in 0s behalf as surety any and all bonds, undertakings, recogmzances or other written obligations in the nature thereof, subject to the limitation that any such a instrument shall not exceed the amount of FOUR MILLION 14,000,000.00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL) and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed This Power -of -Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By - Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002 ARTICLE 11, SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and ' authority to appoint Attorneys -In -Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof L A w�G ARTICLE II SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this 16th day of January 2006 cohA, • •�� GOP P 0 q4 .�9y<: S 1933 c: ti STATE OF IOWA COUNTY OF POLK ss MERCHANTS BONDING COMPANY (MUTUAL) President On this 16th day of January 2006, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) the corporation described In the foregoing instrument and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written r CINDY SMYTH Commission Number 173504 cw. My Commission Expires March 16, 2009 STATE OF IOWA COUNTY OF POLK ss 14 MA 'jl X Notary Public Polk County Iowa I William Warner, Jr Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is still in full force and effect and has not been amended or revoked In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this 15th day of October . 2007 POA 0001 (1/06) Secretary SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 ACORD CERTIFICATE OF LIABILITY INSURANCE GLHOP CO P DATE (MMIDDCO-1 10 15/07/07 PRODUCER Rich 6 Cartmill Insurance £ Colorado LLC 0 Box 336416 reeley CO 80633 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Phone 970-356-8030 Fax 970-356-8032 INSURERS AFFORDING COVERAGE NAIC # r SURED INSURER Bituminous Insurance Cos INSURER Plnnacol Assurance INSURER GLH Construction, Inc 780 E Garden Drive Windsor CO 80550 INSURER INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAYPERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS DD POSY IVE EFFECTPOLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER PATE MMIDDM/ GATE MMIDDIVV LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 i X X COMMERCIAL GENERAL LIABILITY CLP3225990 04/01/07 09/01/08 AMAG PREMISES (Eccnre aonce) $100,000 MED EXP (Any one person) $ 5,000 CLAIMS MADE DX OCCUR OCCUR PERSONAL B ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN L AGGREGATE LIMIT APPLIES PER PRODUCTS COMPIOP AGG s2,000,000 POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $11000,000 X A ANY AUTO CAP3504416 04/01/07 04/01/08 (La accident) BODILY INJURY $ ALL OWNED AUTOS SCHEDULED AUTOS (Per person) BODILY INJURY $ - HIREDAUTOS NON OWNED AUTOS (Par acaaent) PROPERTY DAMAGE $ v (Per accident) GARAGE LIABILITY AUTOONLY EAACCIDENT $ OTHER THAN EAACC $ ANY AUTO $ x AUTO ONLY AGG EXC ESSIUMBRELLA LIABILITY EACH OCCURRENCE $5,000,000 A X OCCUR CLAIMSMADE CUP2577607 04/01/07 04/01/08 AGGREGATE $5,000,000 $ DEDUCTIBLE $ X RETENTION $ 10, 000 WORKERS COMPENSATION AND X I TORY LIMITS ER i B EMPLOYERS' LIABILITY 4026616 07/01/07 07/01/08 EL EACH ACCIDENT $1000000 v ANY PROPRIETORIPARTNERIEXECUTIVE EL DISEASE EA EMPLOYEE $ 1000000 l$ OFFICER/MEMBER EXCLUDED' If yes describe under SPECIAL PROVISIONS below EL DISEASE -POLICY LIMIT $ 1000000 OTHER A Leased / Rented CLP3225990 04/O1/07 04/01/08 Limit $250,000 Equipment DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS :.,City of Ft Collins is named as an Additional Insured on the General C Liability policy but only With respect to liability arising out of the insureds operations on any and all operations by the insured for the certificate holder CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City of Fort Collins IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 300 Laporte Avenue Fort Collins CO 80522 REPRESENTATIVES 0 ACORD 25 (2001/08) © ACORD CORPORATION 1988 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO CITY OF FORT COLLINS a (OWNER) DATE OF SUBSTANTIAL COMPLETION. PROJECT TITLE 6069 Roadway and Waterline Improvement at Midway Drive 1 ;Y a 11 I PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE OWNER Citv of Fort Collins CONTRACTOR: _GLH Construction, Inc. CONTRACT DATE October 8, 2007 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated Im QCONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12-01 a m , on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below CITY OF FORT COLLINS, COLORADO By OWNER REMARKS 7/96 AUTHORIZED REPRESENTATIVE DATE Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO.GLH Construction, Inc Gentlemen. 20 You are hereby notified that on the day of , 20, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 6069 Roadway and Waterline Improvement at Midway Drive A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated 20, In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date• 1 20 Sincerely, OWNER City of Fort Collins By Title ATTEST Title B 7/96 Section 00640 Page 1 1( Mi I SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) ' TO City of Fort Collins, Colorado (OWNER) FROM GLH Construction, Inc (CONTRACTOR) PROJECT 6069 Roadway and Waterline Improvement at Midway Drive 1 The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project 2 In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or Q assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3 The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out: of the project 4 The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the 7/96 Section 00650 Page 1 5 pro3ect for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims 5 The parties acknowledge that the description of the pro]ect set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the pro]ect Signed this ATTEST: Secretary STATE OF COLORADO day of CONTRACTOR: GLH Construction, Inc. By: Title )ss COUNTY OF LARIMER ) Subscribed and sworn to before me this 20_, by Witness my hand and official seal. My Commission Expires Notary Public 7/96 day of 20 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR GLH Construction, Inc PROJECT. 6069 Roadway and Waterline Improvement at Midway Drive CONTRACT DATE October 8, 2007 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of (Surety Company) In ATTACH 7/96 Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact Section 00660 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFI( OR 0172 F 2IPa 9 CO 6 DQ COLORADO DEPARTMENT OF REVENUE NVHR2e, i) 232 CO2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuantto Statute Sedan 39-26114(1)(a)(XDC) DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and budding materials forth exempt project described below This exemption does not Include or apply tot he purchase or rental of equipment supplies and materials which are put chased rented or consumed by the cc On actor and winch do not become part ofthe structure highway road street, or other pub Iicworks awned and used by the exempt organization Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law A separate certificate is required for each contract Subcontractors will not be Issued Certificates of Exemption by the Department of Revenue It is the responsibility of the prime contractor to Issue certificates to each of the subcontractors (See reverse side) FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED 89strataNAcceurt No to ba asc5Td by— Parod 0170.750 (999) $0 00 CONTRAC=T�RJ'fgMA��IONt e WWAfined xuaMM;fix4Wir4Nu.ABV�GA $at t:.11ri Nl trwF aqp k4/4< lidp���eR p p IIc�yy ryry 11fiO4N4t n°V ILap4F' '�R4' ,� �tt -, '"'�91!' NINE ra a Fame/A tier wanner or oori name Meting address(City slateZip) Contact arson E-Mail address recere Pripoyer s aurn cation Number -eld amoun or your contact ax uirer 3.arooe teiepMne number Ca,,radowil o irg tax amount num er xr naami` """'ate" r r is iitty+`tCopieJ3o'contractor'agreePoeft}rpagas'(9,JwldenClry PEa EM fiION INFOtI T10 ngrh8'oontrdcting,partles' as �da Mr- r c'„ a i?iPontalnTn9$.Ignajue`g{�cp(7Yrzcting,ParJt�gsrrnytsCtie;aifF�tied 1E,O an iitm,.»CriadrtNxia,.:>Jmswdfaia a.".5?p-,tr,,.mo„loa toFlartd a4k Name of exacter organization as shown on contraoq Exempt organza Uon s number 98 Address of exempt organize on (City State Zip) Principal correct at exempt organization Principai con acts telephor—e—n—u—mloer Physical oca on of protect sl te give acWal address men applicable and ones and or ounly ids) where project is ocate SchedulaG ON ay ear Es4mallod onl ay ear mal.. n vatl Gale wmplenon Eate a f" �`"a"it e r r r� �a' IJ f'u'keil6"i'tP',..r a h" 4''ta ,C aw �iff'I�a f"fig S° r,n' pP awy.p (^E a�G FrIla�t. �,,"�� art srai� y�. -i� °*a r-h�s7. aI�A+u9D r23, rd Iw.a�r4l+: ra .i.`G('.,u�i4Yjkut &�.;o t`�.i PM SatP'a'9Fhlr`� t3.�n7�?m�'"id~i*m. „s:YJtwilll i'�`>rypu It declare under penally of perjury In the second degree that the statements made IN this application are true and complete to the best of my knowledge Signarri partner or corporate officer 7 corporate officer ate DO NOT WRITE BELOW THIS LINE Section 00670 Page 1 I QSpecial Notice Contractors who have completed this application in the past, please note the following changes in procedure The Department will no longer issue individual Certificates of exam ption to subcontractors Only prime contrac- tors will receive a Contractor's Exemption Certificate on exempt protects Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it The original Certificate should always be retained by the prime contractor Copies of all Certificates that the *� prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit Once an 89# has been assigned to you, please use the next five numbers following it for any applications t submitted for future projects This should be your permanent number For mstance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application The succeed- ing numbers will be issued by the Department of Revenue DO NOT enter what you believe to be the next in sequence as this may delay processing of your application Lam' I "I I P_1 Section 00670 Page 2 P1 0 SECTION 00700 0 GENERAL CONDITIONS i a F I I I I [Al [oil N I A ISection 00700 I I GENERAL CONDITIONS CSyGA0 CONSTRUCTION CONTRACT Ih,,v G;ITNMRN., ('0bTAl ICNS hula taco develc1ped I,, ow. the Sl V Jl,kkD 4 EI MC4i, CMT)TI KrTsS OF T[IF COFSTRI'VTKY= CO'-s"I'R9Gi p[cpureJ 1" tlm Enniuecrs i im Contra¢[ r,Vumencs Connniucc NICiVN1 ', 1 o tUfi 01PYu Gdlumtr anbasc, (,h[.e,w llt:a dvxv[nrn[ me shover In' undaiiriun mz1 Lint ha. h.cr. added end stri&ire threueh tetit thm has hen dd{ tad.. T".JC'DC GENEPA.I, CONDITIONS 1916-5 (1990 P•T)TTIONT) WITH CITY OF FOR1 COLLINS MC1llIPICA"IIONS(REV 9/)9) M SECTION 00020 INVITATION TO BID Date: September 10, 2007 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on October 2, 2007, for the Roadway and Waterline Improvement at Midway Drive; BID NO. 6069. If delivered, they are to be delivered to 215 North Mason Street, 2"a Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 6069 Roadway and Waterline Improvement at Midway Drive. The project includes the construction of 443 linear feet of aggregate base roadway including an accompanying drainage swale. This project also includes the installation of 1509 feet of 8-inch PVC water line along Midway Drive (including two fire hydrants along Midway Drive), the installation of a /," service line to an existing meter pit, the installation of an air -release valve, the removal and replacement of an existing drainage culvert, and trash/debris removal in an existing culvert. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available September 12, 2007. A prebid conference and job walk with representatives of prospective Bidders will be held at: 10:00 a.m., on September 20, 2007, at 215 N. Mason Conference Room 2E (Training Room) in Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. 1 07/2001 Section 00020 Page 1 .r 'I AT31,FOT'C()N7F—N9-S OF GENTRAl , CONDMONS DEFINTITI0YN. ., , - , , . I IA "da"xk. I I %vw�mm I 1 4 All"'U-, 1,5 bid I (, ffiddit", I 17 ..... ...... ..... .. ... .... .. ... JA 1 11 1 1 c Ul-rk At-' Kilt I 114 .. .... . ... I I E'ffectnz I ),I, N the dgrocmcnf. j.; 7 E1.01NMEY, i (,Onz,al . .. .. ..... -4 Nlil,torI, I', hvi'd I 1,29 . ....... ..... . . .. ..... 30 P,,, Prowl Nf.w ... II I -Z4 I.? 5 36 x,n t.. . ........ i 31-1 1 40 S."'Im 2 1 41 1 13 1,44 %kt,d cDlrcmiec I lP kraal A,neI,d.,,,nt PIOLINnNAPY WTTERS 'Timers Nom, to I T.w'a slutt', lhkv"h (%NIRAC xlrven-aR'crliflcrtc a( inamb, A.,puibl, Schzd.t,,, 4 AM NI)NGRM 3.I Mllt sp"I I'd 4-5 5 37 R ..... .. I I A 1 ANAB)IJI ) (W hA'2l IS, SL BSOUACE AM, 11H% ll.1L. CONDI I JON . RUTRENCE PONTS A,,ii,,b,l,t, &, L.tIdl at'd .......... 4-, mmed hcimnca H'. I Ok A,Ilh,,,i,,,i D.w. . , , ,, , . .. ... JI 4, -Nou, ,I SW,.IF.,. err Phl.=1 Cu .. ........ —4 E\XITNTEP T"'w" 4,: 6 Tim... 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Mm,,r akand ftquipmcnt flti S z �9chululr ...__.__..12 ti7 Sulr�:iwtea.W,c E.ryzl"ltrnn: CONI RAC:TDR, 4'ixpratrc; Sohatiwtc r.mm,,, Mai,cds ar P(IWCQllSCe: ISRIC.INI$1'.'> flvaluation ............ C-f? F.Ffi.I l onarning Subwnttu.u,rs. Supplier.: unu Pthcrs, liHiA'<I 6h RIPJ11"v' J-1�: 812 1 1 t 1'ccran,l P la 6,14 I m and h golm on 1 d.0 ,. Tax _..._.. __.._.. ..... __h-t RA6 l x of P,rm+zrc. A19 sRRStrumural Lndmg_...... __........ 15 6,19 Reu rcl Domunanm .... _._. ..__. 15 ( 2n Safeav and I'ro:en on lilt, 431 19irm RrP.e,e, itmc _._16 ,22 hlamrtl Crnnm,rturtt,o, Roernm; ld 623 ISm rRencieo _��, 16 AN Shop Lran llpx 1 t u "� in prey 16 11 A 6,2N $tm ati1 PR1C¢CYIn(Ui: TRACTC)RsTeeriett` Prior w 9m D..% ofsmplc. 62( Shal Ihmvnp.LSsmple5ulnnn- tul, Rey ic. by ENGIti LiiSlt,_..: 1617 c:'_? R sl mvibility° (aY ' unions c%.ItartD:.Run,m„a n 63S tWuletl R"ork Parformai Prior ¢. EMWI, EEI'v'sR liavand Apprwai ol'R WOW' Sulvnntals .____,,.I7 c J C,mrnumz Ih, iVR k ...........___. 17 e30 C'OvTPsCMR's Gsneral �`ananry and Ct ar unrr .. _._.._17 ( •I o_3 .Ind I'catSon l7-IR G3-0 As n'rcnl MObligmlrnrs 7. OTHER i%0R7: 7.1-7,3, kclolyd W,1% m Sire _._...... Is 7i Coo-3mau., ,, _ ._._... t8 ON,'ET2'S RF°Pi)SSIP.II.iTI}.g ___._.__.Ja 6.1 [Ontml➢tiCAtin:LStOI'1JI1Y- TRAC'rox __._.. I9 L'3 Rn, rich Duty and Yos Prmm�tic \ben F 4 Lands m,d Enaun...i, Rapons bS Inspranrq_. ..14 3.8 Cl angr Ord-rs_.. __....._._lq 7 bspwm>Rr;.'I'ea-nnd Approvals.._._.. _ .... ._....... ..__...I o S.A 3wp rn iuspcnd Node icrminam (IO:CT R4CMH vnccs ..__... _. _.__...la b:^ l.imnndans w (A\ NEWS A,pmsibilnw, 19 s.ln ! vbcv.n. 1'f7Aa, Fcmnlcunt. I IRZ➢ICIfN1k tY.ti[ r 6,d ve rite RA r d .. _. I" s.11 E f Pivaava, a. 13MI l"+TER'S STATUS DTiRi 2G rol<STRT%CTIJ's __. Iv 9.1 (t95FI(, Poepres neat, e, l� % isa, w Sae __._._._. 19 9.1 AMC Qmcs:.Mauce _....__.19-2I ').a C1 ril mm. nnd Im<mro- t aus _....... __... .. -1 9_ Atalmnzed A+arialions Vn Vorl_,__..-1 IiF'LK(,h,t A1CONUIT10NS Mli i!YYOLUpIONI n; S'IT4'CJr H�RTC(]LCII�S AtODII'f f'r\T,IPN .It(1'Mn�l N Aniule or Pnragraph Pap, Antcic or 1a,,raph lag, Ivunt her .8lit lc iiumbc: t<'urnher.klill, Piun'ttsr 9,n Iteibain_ od"i", \gad _......_ =1 J.7-2J Shop Trwinr;, {:nnm�.; Ot dcra Alti f?mxrmmac m•-Cu- nnit IiSc s .,--2i =: 4.11 -9.1^ 1)aielm c 1n Disltutee: FN .I-�� NUFK it, ImGal 1m,m t' 4l? Lim iuu n to P.dGht.'LCRs A utho-ia and Resry?n Ih'1'nir-;-_ __ _,; CHAN ' IN I'HF A4OR6 -_. ... _.... 11t.1 G1A'NHR'r Otducd Change,.... _..__-. _- 1 tt° Clnrtn [ur Adlwmneat „___ 143 kktuk;ix klryircd by Cantrucl n .»„t�. ...........c7 -� 1114 Ckanpa f)t den C? 1U9 Rotif�cata if Surcn� CHNN Pttl(FINf"P.Av:TfBC-F ....� I l.i-11,1 Comma Yua C'Imm for Adi,il n n , V,Iue of Iho\h o'k ... _.._. .. _..=3,24 11 Cost of till IV'nrk......... ......,�,1�5 lti Fsvlos t C......1 th, ilofl _...._25 IL6 CC)ti'C6At, OR'eFl, 11.7 Cast Rewuls _.__._.. 5.26 11 Castt 119 Unit Cfia?J i OF COh-IRAI^T tlO4:,--.S___ .......__?e% I'_I Claim l ?dmml, m 2r 12" Timr If till is.111c, _. ill Udeno S3es2vIJ COKTRACTOR's 1^_.4 DcloAs F`R)OI41 011 :NTR CODTRtCTOR'a 7LST5 V�IJ I*ZPGC"IIt)slCORRG'A.a1Ct'1, fRHNIO0 AL OR ACCF.l I M7E OF OEFEc 7/rZ lVORK 0, A11.=totf,.,W. A.__.._.. __._......_..'.7 li.; 'I nsts and lmpwl om, 4bkTt a: 71JR's C"ooixrnuor,,.__..''7 1?,4 O.',EI s k....tvibiliaes. lnuyxndenl 'Clsung 13.i C'O,tl'RACTOR`s RrsponsvnhtUte. _._ __. C7 B 6-1,3.7 Cme..ra tknrk l'riunn lnsnco- w, T t1r r 9pprct el ,-,__.=7 13.t.I,9 L=rtruvrnn \x .rk at G\dt- 7dGIlRsRz4tnsl =?fl 13h1 n8iH'R k9 J stnn the Al xl '.R I i71 C'nrccr,Iicxt or Rcmnral of Ixglecl t✓1la•n _._. . .,,].' t 3.1' Connaicn } and r, D,13 eceptnn a i D?jeetnr Nrnt _,'S Vl 14 OIF.'`HR 1 _ ' ""'I rafec[n,e tl'ork . . ................................ 14 PATN(HRT`, I( I Cr)llRACTOR AND C�rM111a'ki� ....... .... ._... Ott la 7 5nhadulr 7 Aelves-._-,,, __".J 14'_ Appficuwrl 1ff ftm"an Pnrlaco._....._. __ _..=o - I43 (iI;,TIu 4'II'OR§\Garranm cf 1A0a _ 1-14- 14 kectear< I A*ph.ma ,Im Pmprc a�Pn•mmntti.__. ^4-36 liN-la; Suia;tnnue7 CtmtPfe.tion_ -`o -'ll in[Ym1 k11712n}al _._. ...,30.:1 1411 I'innl ln' aiaR..._„__. ........31 14.1^_ FimJ AI I" l for ett •nt_., 31 14i=-1414 hi,l Nymem.andAuneptn is 111E A'vuva 4 latms G. Sl'"P��5IJl`t)I-'l1VRli a'.D L*.I JR NEk Un} 4uslwnd �l rM 4 Mv, ER:I,,, is'crotinstr _ t5.5 C7kACT-)R :+hav Stop ia. D;SpiTE RESOI.l MO'v ,........33 17. A2!SCb'LL:1 `; i6LH:5 17.1 Giving? nc- _.. 17.7 Com putnuun cf 179 •va m, u Chum .. ... 17.e Cunmlao ;.:. &ofaaelona7 F, and Cenn ............ 17.c Appiwabil Mate Lrnvs.._ _-_ ?-++ Intlull nu11yIrtt binnl ........3` L\HIBIT G(- -A (Optiow I) Gisputc1,1-16u1.11,A rermant _ _ _. _... CC -A) 16.1 -1 G.n .Arbirrnunn_. _.. _. _.. _. _......... (iC-P.I 1u7 McJiatlun ..._..._ t1C-A1 n U Lt('twit 3i 19` 0UAI10, q7 l pP FOR- tiIIJNS hill➢IFlCAT1il,7StRIA 9;l91 R, It TNI)T-,.X'IC) GPNF,.RAl.,COWDFTlONS Cm ,f kon C.11", the General Conditions 0 the I',,= .... u." Cnntrncl are "m 'I", I,, this mdea and Insnrnncc ....... ...... ..... 14 Io 11 1, 1 1 6nul pm.,w 9 1 N Ii .. .. ... .. ..... ..... W,Irl, tPONFRACTOk 7,3 Work 1, OWIMR 5, 6311.634 4.e, eo the-- OWNPR and CO', 1 k AC7 I OR 4A ,I[,, rCl.ed WOM 7 ' kk.,k 13-J,14,14,11 Ao,,,, ..... A,I, and Onuusions-- r kA ',I OR I l,-I 3 jZNMNIF.hp t- rink"'e, ,I,ftnw� of 'D, 1 R 6 19), 1.1 Addimonal Nol, 1, 5.7 Ad ...... m, 1 4 1 4.' l 4 5_', IfC-jh 4. "b'dol, 66 .. .... . .. ... ... 1111k, C111. Allo,.nc.. (,'I,,h A,r,Hm, Comraci Am enlmcnl. Woltllll-- Ili , 1,al 1 19. 1 4;, lo. 5. Il 6 t,- 10 1. 10 4, 11 TRAM OR A,,.l OW1 r(r, inWW W 9, W. 9.1 L 11)4. ]1,.:, le.> . .. ............... . ........ ..... . ENGT\MT-K, .. .. ... 99 final I 13. J, 013.5. 14 1 '- 14 1 IL& 2.,, i.0 4. I1.10, 6 ... . ........ 14,1-14,7 4-14 7 ...... ........ . ..... Aabustas-- elaimapursuum th"'. 4z'.45 3 COM kACTOR ... .. definition of ... ... ... ......... a Mid, or pwq,,lAt vumhcr ""ibl, pn" nrId m, ehm,n, 4,2-- Aulhvivid VII,,ai., m 33.6G. 9,5 Mafl,,biht, of Landv � 4, 1, A,�,d. M, ,nof-deimed . . , - .... 11 Rjoi, Swrw,c C.mw,I,c .. ... . ... .: 5-2 F Rid,-&fnn,I. ej 1, LW ','ll 33. 11 43, H 9.11 k3Sddmg of 7 (J 1. 4 -' t,') ImiI-- .t,c,pt.= - -1 5,14 wJai""al 16 K. 11 4.i�,) C , "I The Aek 1 L14 af . .. ..... ......... LS &Ilwyo! ...... ... .. , . , , , -- . ..... 1 5,1 f..11 A,phlli. for Pl , M 14 144 Tel Pa,.wM and 01h,, 5 1 - 6 Pr�,wen, lmm,o, 4,1 1. 5 S, ff, 2 7, 5I it 5 1 hum for Pria .jj.slmew 4. 1, 4.2,6 �, 9.4 95, , 11 10 " 1,1 1, 2, 133" 3 13, 13 14, 14J,1, I I (7,.t of the Wc.k I 1 1 L7 I LJ 11) 144.911 W 4 2, 1" 4,13, 11 Lump Sum ................. . .... S,." of 11,31-10,4 ,uIIg and in ycnion. I of. . .. . ........ ... .. ..... - . ... ... C%nnlg' in ('nl ... ae� -1 u."- CI.tnt to, wv,l ldj.,vu;luj_ 40M 4 1 5A A 6 W 15 1 95 41 L 102 NO, 0 L 13 1 PA! 11 11 34 1 15 L 05 Ii., linnn, j-" i,,vaud C: ff,7RV'T0X, .122 D'htl' Ill lmNER,and- CON I XA(�] Ok, aonuol 114 .. .......... Aru'udill,,' 0oltuu'uu_ ..... .... . 1 5 Cash X Kn.04' CI of C:,nt,.L R l: . .. . ..... .. C,lnu,ali Tm,,. tv"fl, N, . .. ......... . . .. ... ....... H Coss "I Lha ..... .. . . ... .. ........ ''A 4-11 7 C,,' 117 Jcfmftian of 62." 9 1 1", H A III -"la or, of ........ ... . ..... ................... ]"a It,,] ...... .... ... o.I AMA&M Ntrat,vua-, hn 1 11 Imn it nu.t 1 ' I_ I a .4 051MR, WNW.Thi, _ Iowa flnd ( ...... bn"�111 Stu".1 la" -.u'd ..... ...... ....... t:ud"ground ........ .. I w.,nn,nu, i..19 Sxp, ,f Chula, 0,3-1114 sal'.uw'o .. ... .. . . . ... .. ... ......... . . D. 7.3' 6' F. 7 Unt: I'll, Wk, "' 11,9 yama"AL . . . . . . . . 173 cmn.c.the Mu — 1 -1 1. In nft'nev and OWN -ER, -;CTOR, ... polu"bnlll"s' W4 R'-�!htwa' nolu'u","t HO N)3-1114 Cmm,-- nam,"CONMACAu" 616 ngulm .. . .. . ... . ...... 6332 of Ct'nut-,io Fict ..... 94 lt-- M."MMMMI.,_ J4 12.1 ('0' NTIL\C] OR, id. 1 4 91 cI Y MA 11.9 12,1. 189. 14.K, ,unit" ('A)', 1 RAC I C)R', habil,N ........ 4,6 1-, 6 11- 6 }I Cfest 11 till lVVk "t, Ltnujp Sun, P,icn,F %buat of .. ..... M'PlFR ...... ......... 94, il 5, 9J 1,6l- I!,-- I JIL 131 MAI UJA 173 40 ill 7 Nofl,"5.ual F,,- n"IC.l, C'm' Included P fmulal da"nim "tl ,umnin, unu, 6 7A 2 Tnn, Iann"lq.u'c'ru'nui 121 Utul P.... Wl'l 1193 lAlll 113 4Fai,m of in Final 14 14 141 Aulcu" )(, 121 Clean %W A17 U'%l" Of f ..... Ulm un ... ... .... .. .. . Conirl'Imn.. 14.11 I u.1 M,,ttt,.I nud 1.,-14,14 Ilt"Itui I -LID S.b";unnnd clnnplen ... u M 14 l- 14 1' Mom— --14 6 Tlln,�,, i "I I-i 7 C.,,colllng &K.Umm Suppliers and Dth,,, o N-6 11 . ......... ................... . ...... Cm(lm, C0;RA('10kll,Rlpv,n , . I I :`'1131-- conatlu'u"', I"Il""mung b. MkIkAMOR as QW.A.Mwink Am.mainp . ... . . . ................ . ........ build, I m N Ch.a" "Frownm chatg' of rmlmct (Taige ow W.k Clanfi¢xnilms and Am 3A -A 9 H &hmnm of . . .1 1 )o F.3N(HNhttk a innull mtcpxrucr of Y'll I�NGINFHR ........... 9-t g.W.z -- ... .... ........ invert I - 4 .Mo. I U. "M 06 h 31 OMNTR, raya,Ni0,d to niaIt, 81. 144, 14A 3 Kv .d Ka"',,t' to Standards end SNlr""d.. NCTMW S.MP , , , , _ , _ 3 3 . ...... .. ... .. .. 72 ka., of� . . ... .... .......... Lo't P", d.'t ............. 11 4 33, 4.1 ?A W! AL 11.3 D'as""n un PL ant.. ..... .. . . .... .. ... "f . ........ ... . . in 4 L 9 A 101 C Cam mra,crman 0 d'fit'm ot- ..... . ..... . .... .. ..... .. ...... . I CON7RACTOR- Ai,.p..,ne,of 1,,lttraa 5 14 ("'mmuntalwt" d9 -1 daIml ..... . f� . ............... .. .... .. ..... .. L . ... twd P.elnna on Tdima.) Prm.i w and lvwziirni 1 C, 16 —.—o2s St.p W.,K —.— . 1 VOKII KACI OR',— tiuntlrr (1,,n,p.,Nmn C.M.Mv ON jai., .. .... ..... F,mcrecnc. . . ... . .. ............ .. 1 ld�w in Work ,fOL,,,s ... ..... .. 73 , 5 13 1 n.I42 Utid,,,atnc F.--illLi. nn, iiiao.Wd 43-2 Mpta.% , , , , _ _ , , _ " :-, ta M20,inTry 6111.1 Cruet oI th, 11 4,3 11 4�5 1 116 kk,i'tw\ Uavnd C"...Un'ai"n ll'.gans_ it"lat"I'ka A 6 m A 33, Mwami of Lt)c %,,,)rk 7.3, 134 who Now.k W Romm, 616 S in v,dR ul ti. s. (: ..... pfi,t.c, h^ , o,141 Liuhilm J.'aat . ..... 5 J Nptic, of lmca w App�,tl ... 6, 10. P14 IN, 6 30 11m,,,t Fac+nnd R 11tt 1.id f l M _ ... ..6 1-' 'r rood S I P"W i. � , , 6'11 lhwtcss Msk as :w wx 6 W 10 4 13 2 1 Rc9uasr far lbn J d 6...... &,pa,s_ unJ Othvrt, 6 N-6 11 ilanumdnc f. Hot A T 4 CMTRACTOUGo..1 W...np and t;mlraall 0 S11 CONTRACTOk, W. pd. w Shop 692 6 :3 MN61NUrf"t0timi.lsulwliuil"" pr 41(k 1,,., 7 3 Fa, Aa,a,d U,,iga.n .. ... ...... ...... .. UCLIC:1 NLK41 CoNnIlIll'; 1S11 .1 119`N�Nllll-Nl I Labe. limcrialsand 6quinmrnl n3-6'5 U)Ni'RA.ffJRN-othtr_, 7 Lswc and 92oealan.& 6,14 ClNu actual llahila, it, sarancc 14_111 16Tt,: lawrxnoe Amd, ,r [' ,,CTph Lnidx m I'anlcraph Vunila Vundrr IAa1 ice M+rlriulian 6'om CwtrN1 CnTrdinntinn.. lkmumcm: ,..... S_7 CON'lION—] OR .p2^ N.uxniRw;xndit nluc>.,___... ..fi. is (t'gixs t+Clnwvmmis.__... " I-rrm;t, _._...... ........ S):L'. Careel Pr ix34 Schxdul _. ,(.6 C.Wrtlllp1. 121n0Vd T ciP plmo, Rteoal lkrummx 6_14 of LafaeltrN lForl-- rd;uut Rbrk psfrnmtd poor to in ecntl.11 ,In 4.1. l i11s-73.14 k FCVIN71;h a.,p,,, Nl of r,uul l .'co'pt n Cr ha"' Noa 1„ 1." au6miuels 6.2t Corrcclian or ;afe strunurNl lm 6nc file lnr work S-l2n and Pr.sraum .____ I: it L', li.= Colrttmm Pcwd__.... ._...... 11,L= 9 i.tr Rcprescmamt e+^_I i)AVNE 6 4 aCorrcl l rre A,!: -- 1., 14 -U,I+I Scheduling ti+aRm4 _._. t>°.= OTWvrF M"II, pSl4nA Shop lhN+vinu Nnd SamplesGes1-- 5Th<pDrxmmrarlSNmpltrRe+•ieu of Teuin andlmpwtiom -_, I',4 ha GNGIN[glt o26 Rccardx117 '1l' Qoanlin� r 6.17 Cos4 01 OF, KorP— S. bmitlal ProtiJure _.. _...... I1. _� hon4.e and Intoeanca, aJd«awal hstimt: Conso-ucti liedmds Cash I) a.mr ,,,,,----, ... __.71.4.' w+d Rcv:edurzs b 7.'_ C10tiTR9C'fOlYc Pea [ f 6 Sa6vmults and OrI"y 'il"item 9.9.1 Pnipine rPcrvaus__. _._I1.{S.l ....__..11,5 Sohovm'1on .v: Tlf llvcrhr l r vc,........ ..I T v,,, _...... ....... ..... .._.... ..... . To 14 l.osar:, ld .. - II I sls and lnspoourms I-, MDtHak:md cqu(pmrnt 1) 2 11.430 Gs }4t➢II"' ._....oIt fS51(', 4 VNcroll clvts un Olia" s Re PrlormNil"", ing1, n+Torn bl boVsonlnlnW Snmpit`.,'ubmlttel....... ,62T R,.d,I1.7 Richt to ud)mul,,an iot ch:nlgus m thx w`orF-.._..I(,,'_ kcmals of c,,mu,smo i qwj,, rm ,I,, ITT xlnlm, 4, i I.94,IT °.11, 10--11.0 an�machvxn _,. _. -.._ 1145.,7 _.L 1.'+!J. 14.S Iv. 1, 15.5. 17, R"kly MCIT"'EPtrm as Nnd Safexl tnd k'rotcaian 6--1: 6 7 ., li.= I¢rnst I�� .___.. .._ 114,^5 SNPon'kepresanrllite .._......, v_I Sus uOa,find lempnrrl Lclhue• _)1,C51 D. i f, 4-6 2S Spmlol (_ol xdlnnta, CON! r, WTOR'S. 11 4 4 S,N,,W Cun..9Iuwc ........ ,... 1144 Sulrplamcnt.d _. _..__ _..__._._. 11 41 4 SnlYsll[a1C (:11.1ICNtm anJ 'mtCJa[tr. r:-i 19CCS relwd toll,, W.rk 11.4, 4 Slll]S1Iml 'NnJ ()(-L4 WII"hlm3. TC+Iy NItd In5iCC11l1 n,.-. ...... ... ...... I1_{ Lvp'F"_. _... C_.,I_G.22 'I'mtk lns.eunts__.... _..,._,)L4_ SuN m CT,N, , Supph n and' Ah,,n o %-6.11 Lfi m' ircl :md nanlurz+ lacib; r.._ , I 1 4, 7 st, ....ion and Snl Int.]J•aiC.... f I_6_',[i:1 w"I, TCI" R'ellh, h(1111 ,, ,,,,,,,,,, I l 4'J Tnxra. Pn'ment b;; i_l[ Cmrriou It or+ _.._._. 1.; 15.' Usr of l'rcmisu ... ....,,. .__._.. IbfiJF n. muherivt hemcdicr. *u .,._.. .... _.._.... 17.4-I'.n GL'a rtnl sandpuv. Nntevn ___._ $, S.e ip ('utting. Gttinc Nndpeta.hur 1.2 il'arran t!'Oi'{;If 1a �la[Fl. In ,C 1iln+laha'aj ll\'(I��l)`:1'.R T':i R'rittao Nixiar RamSrul— Dar—dcGnaian l:17,12 CON'TIL4C70R sup +IIarku rtrminu•I 5 P<clsSans nl ,pra cu 4.71,QI` R {e.....I lTe SulxiznGee Id�'trior-.1 JYnuirn, o(_.__ __....._ - ..__J.IN nna PhvxicNl Condilionr _... 4,_i �lteoara lk 1,,L SuI. u+vtial Canmletlon _._ � i LF 4cctpl c cl 1aA 1. 13.t Tni LXI.Y.PliVGI<ill. CONDIT[COT 1Y11-S;Inu[IpiIOR) mi Q4Y lX FJftTt]iiJJNSMOA1AC.tpC tiIR[4'9xAl hi Co... awn rn 12cmoeal 'l, I ll 4 1 1 111 Amid, or Pa,atnaph No.]., Ob.".'�nv b, y 2 OWNEK M,, Sl"r kv'llk Monlpt Noulf, ot'Deltf ...... . . .. ..... .. Oo "t,""inio till IVo'K lt D'fionflon, o 21l, Ddl"" of n'mj`."n'mt 7 Daln,'irliwnn' far Unit J.'o" 9.10 rormlnn s"b"irtill, 'l phi Conalli.n.- Non. . . .. .. . . ....... 4 .'A Polsihn, Conm'm D"cn,n"r," Change_,,,_„_ Pn.Ne R ill lri Tnon, ]door pansies-}ie7wninc and R ... kiriF �31u 142 Arn,Ini1lll_ penervl to Milal.u. to C, Dr,pla, R,,finim, A,,,lin,ra , 1-16,, 1 Iiiij.l.1, DlltI,.nr in ENMNEVN . ........ 11 -9. 1 R'C. d f; F of rx."nn"ll . ... ..... . ....... ............. . .. ..... . ... EflIil, fill, of Ap,Intim d'U"Ar" 'If 16 Enn,re ........ nv frfu.t int"oll, uri di"'of" 06"I"n: of 17 ;tnnlalllo' ltwhrcn' 1.od oipon'ihljhf,t; 9 13 of Kl,idt,fl I'nrjllt Rlpm,,inalill ENOUEEI<', Comolffin .- Alfinnion of LNGINHEE,— lnthn,,au and rcxpaysiNdlh. Innitillicri 13 Antinxiz,d Vormlwn, ur Th, "I G Chem'Ordel Iesltlsoriht R., If. 11, 1' Clin-mc."ri.il, and In ...... Lill., 4 f30,fchv, WmL Anne, at .. . ..... 13"ij.'alon ')flutxtin It II'M . ... .... 6 Linh.fily .... .. .... . .... .. .......... 0 Wo,li r, Air,pwbie .... .. . tali Oltitirrvm "rv, ..... ........... . .. .. ..... ..... .. 3f 2 Wig I OWNW,, kqrr,t rnti, P.loll to till CIONIR 11-1 Ok kt"..ibilllF"T 94. 14 k1lorlitillildinglit of Plymont. .... .. 114 14 1" Numtvt It,, , , , , ' 9, 11 -l', 1 Ro'k. of Report. . lit DiFT'n-'lliz Sub,. u. nod ph"i' .1 - - — --� -, 5oufnt Donn-, ( ...... 1, tillint- .,!th,i4,,t .,inuor, no till kN Vrk D�,,iswn, . Dripol,, 1"lt"fluloilioll, on Ul", P'i"' (;r,tANFItlf ,, hnn.1 1,o,rp.,,l, _9 11-9,12 F.NGI'l,T,T.R , _9 1-9 1-' I'lin,tiltill, on P.hljj'4V . jiRL A.th,fi, itod ull I OWNLk l Pmwi k,,i.to,g Wllrk I nit Ilr,r d,lilinnfnl,.S virti; l" rn" Wat Llanzrnl"I"Q I Eli mm, !"'Nc knol".V, ."I. Epninn"m "i'tal Con of the Work 613, 1wid,ff, offinan"i"I ....... l' I Ert'llnitniro. "( ph" frol on'll"i ..... __-l'l F,,, CONTRACTOR plus,.11 6 6rdd ddnlili"n or, 1 10 m.ldhyHN'GINEEK-- L 9.5 T"nal "pplu,mwn lot pomom_ ... 1,4 11 Fill.] .. . .......... 1411 inal .nd Allmt ... l,� 14 13, 11 14 Kill, to. F" '10, '11"tinto, I i .b 1 7A J'fnillon of ..... ...... . . ...... . prjn1pal ldz ..... Ill 16, J, 6 0 '4 GnrfrlN.", 17,1 G.11nilof kN.k--b, CON] RACI OR b Yf 14 12 ( ffirrililiconon Prlomf Ill"nidn", W.11 - 6lrmaittll of, ... .. ....... . LCI tat . ...... . ...... .. F 't li i " n"'l II No 1114 1 ' I CONDMON'; 19111-S il" I Lill [I(", 971 f 1 1,, 6 4La33 Into.,11, m"'oh,h- c"Wheah" hI 13 !4.1 4 11 Ntht,IC, sp,ci.L a] I ER .... _ _ , , I V0 7 .,u, ..d ApParenl .... .. I ? Accpt,h,, ot, by Mt %E i.14 Add,i ..... a., Iqll,, i b,, ,fit ... 6" I,, th, W. k 1 4 0 Beh, ahmihh th, p ... I Bohd, ..d-ht I.I I. .. ... ... .... I'm I fihztcs of 27, 4,p3, 11 4. 111 14, 9 4 1-2 ONTkACTORt, 4 MNTRACI OR , JN,ctim W c., i, 14 Gonnxcutal 1".1hilh, ". , , , -1 1 i'. d,d.mhia Iho.,m, I. ........ th'I't, , c 0 Final An !,,.,hhn for Pnvrn,,m 14 1-' N"IL, mquilement.. hhtawial rhnng,, S III Opt",o 1,, 5 14 ,ti,,,ncciel uhtIra,,, ?All M""[71Z t,: fidh,,mv for h'st"'u'. E'-4 13 Olk-,NE, P,z ke,onsililil+- P.,wd 5A-� jt,hjp-n. ind :%policIo,th W tin. lai lnsurancr ilia hr 16,h It, it hhwhl ai'Conna I I to 1,It ...... laum'. hhd or physical ,,hdIh,,, 4 Lxboch. tt,o T.',ip ov_ 5 L,hds- ,uId A"ItlIhIm of . ... .. .. .... .. Repo IlI.:,.,l 1"'t, ......... Lw, tnct rimd, Ch ... ,t m the k%.'k .1114 CON I IIAC I ORN, kclrhhllhAhllt, 6 14 C "r,eni"t, Parictlpefcm, kk I j-, 12 (2,ni hf the Wchl- lax,, .. ..... 1 4,1_1 1 j,I uon 01 p"'m" 1,, 14 hIjlIlI j abet.._ _7,3 Insurance �.; .1 33 kuR,ch,, to i t,Itm, md km,mm , S'A'Cohmax" st,,hh, ,d 01h,""11-1 a,K.o f I Article of Paraernph Rumba .. . .... .. .... OWNER. . ... ....... . . 3 Appl,.tt.h I., N hul,, P.I,.,hht ... 1:0N I R A(,'] OR I Mlll.htl of 11111, Fined Appitcau. P. Pt\lhchI- — th,fihai. N Wtn, �; hr Ci'N'IttI.3 Lhantwiwh, ,h ENGINEEk—, mnhurlh ..d I,�,Pm"bdah,, - 11 1 1 1. .1 __°. I ,, 1ju,"wd RAtIth, h. CON I R A(-j OR ."d C71"hth's Mthhh.k- F,h.] AMfic,li. Manuals ("r I,,,, mu terxlcU➢n W"I-L Mwt,t I,.!, h hIl"tto It. .1 rot M,mwhrn, (Ornhm,]) . ..... ....... .... . ....... Islinuelixucotm I tj.tjl.u" 174 (it"th Nou.--, 17 1 MN", of ClmhI 17 F... and t lmn Cost,, In,,WJ,a. Na'It,' r P, A,�,,,Il, d6hIwh 0, C),,nj ... Daw" I; I Dfflcnh, lt,h .. fac, or Ph, Iad C.d,hotht 4,7 T,st, athd hnI,,,uthh , . I . 1 .1 - 1-1,3 ihu.. shop It" main, ..d Notice 1,� P-1110- citimiluar . ........... . LKIIN 6LIL 1, COMIL T I J11 I I 1 .1$ 11 nu hi)l 11011 rl n' Clt FORT WIT)IFICAUCIVh IR11% A 91 A N itiotlBcaIIon m 5urnt _. _..... __.........,,,1 o�S 4aetinG, indepe d n __13 Otxercntions- by I M1 IA4 LR-__ „,.._2.'40., p,'_ use or.accupaaec tie" p gO'thc tklek 1 6.31].CA. 14,10 oC1hcA'oa „_.. _. _.5 1 b3i)^.d. 14.I0 Om1S IU11", M }Il:t 'Y CON-MACI OR -.._.. 69 A,13 Wlltwll UIMIIM M apj,.''al Olom, Peril peke) {'orm. Insurance _,.... S.fi._` ret{aired,, . ',A 11.4 _._... �1pC16n [O li�'p100,` _.._...... .......... ....I llrtlrlr. or I'arngraph �7vum lxr Other work 7 tleenimc t:'ork-prohibmon.0! _ �= 4 V Nifl -- .Auccpranm as fiducian Veuilnbiliry- of Land, rrsponsibi Iit�_?.I dNlnmon o: I '� dTLA..IN111Yh S piny Oorrevt Dnfirnvz VFca4' _... __.. __..., _.._, 1314 Ylnc raW, to make pa}'elan{ 147 Mr, S,cq, the IV,; ..,...__ .. __ . 13 10 'VIH}' SaYpcTd VV'rrL payment. ntakr pmn,pi S3, 14A, 141a per fonnann a alh� Ymxk_. __.._._._ 7.1 permlrc and Ilcelses, re:{uirrmcnt. 6 pwchasul inswanee reyunememx�-..... Acceptance *the Chen?, Orders, nNl ignGon m ¢ccutg n G. lu a Commuaicabon....................... _............... ....,... A] Coord{nntion ut'thc 1dRa{; i 4 Disputes. lryuesi for decSsie+l.__.............. 13.4 I.iahlnclnmrana. _....., _...._.......__.... _. ___.. _,j.< Nora. o: Defects _..... __ ...... ......... .... _....... ..... ti.1 kepevv¢neathr--Ptvia� ConstruetiYxt_ ISV'21N1 r Rs SnaYu: 9J ReponsibiG4lcs"- hix tos. PCBs. Pavoluum. Hnzardws 1�ll5IC Yt1 pia(IIC%1411 t'C \Inlrsllll ................. s. 111 Chnauc tcrdcrs fi G Chaney i, the 1?'ork._. cnmmunicm7ana X.I Cb3v I`RACYOR"smsponsibi litirs._..__. __,_S y rkr orrlt,a,xialat,,,,,,_<,G insprenaos. Icvls and "Pr ro.;fl, ,.._......__... fi.'7 lends and rasrla ruts,,, "Placnm nt YI E'NGIN�EEh repnnxn,drem•..__._.._ N4 "" or m m,.ai,- COC.MOCTOKs serv�.es .......................................... f•8, 1>J . ................ sCpar34[ reprr5t`0181.1if al ti11C.., ..,.. ..,. flo L(C'IX FORT COLIJ 11J lrl'lF I� M�IU91 ti+GITS ( hl RT u)O,]11 Vt iN P. P.¶qN (kN Y 99, I I