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BID - 5972 SOUTH TAFT HILL ROAD HORSETOOTH HARMONY 26680
l tF.a e3 P e _.a ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road OPENING DATE: 3:00 P.M. (Our Clock) April 19, 2006 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: Bid Opening Date: 3:00 P.M. (Our Clock) April 19, 2006 REVISION: Revised Bid Schedule attached. If you have any questions regarding this addendum contact John D. Stephen, CPPO, CPPB, Senior Buyer (970) 221-6777. 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.O. Box 580 • Fort Collins, CO 80522-0580 - (970) 221-6775 - Fax (970) 221-6707 wwwAzov.com ATTENDANCE RECORD PREBID CONFERENCE Project: 5972 South Taft HUI Road Improvement Project Time: 3:00 P.M.Date: April 1f, 2006 1 wwa4inn•i71'i N Rfiaenn PnwYmonifv Rnnm 10r00-11.20 a.m PRINT PRINT ADDRESS TELEPHONE FAX #E-MAIL ADDRESS NAME FIRM NAME L,:ll A..�erso�r C"r,NG11 2 esv ces , �o� z2-3 - 31 s 1 z23 - 3tC) I ��b Carney Carnf 5 �p /s2 Jrs' q70 se�v c-0 Wecl�' ola•, Co Jo 5(99 ' 3)6 S cA;ti' k u 6es g3 7-3�T-U� I I n .0.30k33"3$ 10-3c#P-$323 X-N6-:832,( ,�;�se ,6h►::x►�a-cam i J gi44 SeWR.a4Et 66x &Z. WArlWd `"". �Ga9 ti C,y%�o. i3 Q�,_GG7-�rt8 4?0-GG?-1i9 �eom'� "'C«a1seN� j ^; DLO✓Ec,q,�,lo` Co Rosa 8 . oL 1w i tB1�arT C�wtS��v E%� 3CQC)," r t . CIZ c3 j�pye. tK.arc 4� �,�iti►lSa» �Y �f �/ i�►M4 � 9 fl Y-mw �li W+�tc�s�-�, GO g�..Q�y_ 9d�/ 9Jo. qilt. 9a�i Aar�,>M�3�►i�rt�C�-. cawt YO ssa 12 covet ago: _.theft. -Nam wi ssov- and malic#ra a {rt€sclt a€, measioned b,-enkneeffient-of Laws and Regulations, water, Afflautie= -and- asksl iL eu 1ae sl3eutFi�a}I+'.-rcF{ait'ed-kf}' in:3.- innlU&'expenses -winUtTd-ire--iha repair-ar replauerrtant o€arty aasftred-prt WV(inclt1d4V but -not #inrite+d.. -FYr--{aas bud---ors-and are#aurets): 3 d 4 cave)-nreiNria# 4he-site corm-PtnAher 4ocaticvi dw-wa gngreed-to in-avrit ng.-by. OWNER -_W' o i provikkA diet such -materials -and-equiMeM- have -been �ofut#ed-in-an-�lplalieetier--i§tyment-eeeanrntencieei try i MMI iEER, arij 5.6.5. be% -witi#-fatal-payment-is t)ade- -s the%, ae--a ad--ttr--im-wrltiitaAw With thirty- -da}'s=written--notice -tA--each-tither -additional inaured to-whont a veniii1eataofinsuisinee-l*w-beets is e- Wit, 7 OWNF.-ft-:rhal# }nxAase-and Maintain -coal+-huller rtmi armahim�ry tttsntmtee tar-ttrlditietta} prap@rty insurance as aray.. b-d aeyuaed-by the-Supplmnentary Conditionsor Raves-erect-}te�+tt#aticj+es -which-wilt-ineled�+lt>urteraats-efi' F?WMik iC3ti#'l �t#f}R Subs ks t 4FFIt ENkrlNW-,R's Consultants and any other -persons or entines id ttd+ed-ka-iMe-?iupplanrentery-F r,; eac:.]ret-when} is deemed -to have arrir crab#a itaeaesr and.shull be l"fed as r u-ncsured eratifitketal-insured- g_......- xklitha pokeies-irk=rtts�-Fandtfir-a'tt��rar eft#sae-_eviiknna---dtererif}-eatluirtt€i-te--ha---{aur+f}xtleai...-and itiatruiumd by t)WNER, in aeeorlame-with paragraphs-1(5 and- `+-7-, will isjc+u-ar-tzrshiltat-the cexve1age--0416AW ' Will not be--eaoav w or --materially changed or rrniewat refused until -art least thirty days prux written - notice --lots-.. Ixen - given to CANER - and E'F3Ni-- Aik ' } 1 Y}t. an f n arch t Neat -a #dttrc t{ ntsafe d -to whop) it certificateof insunime has been mued and -will (i)Piaut--wan'el provisions, in -gwcofdntce with r*tovraph->14, tier OWtills shall not be responsihle lit purchasinf and maintinning my prolxyt} insurance to protest the intcereals of rt>N1RACT(_')R SuhctmGacta s or ol$ets in the Wvik to liv extent of-any-cktluoible nmeums t}att-are identified in the tSupplenienun} (Avi itiofts-- Pie ifs-4 itr� witltifr,+1<h fkaitaf+e�t# de�tfOtibla-fxfrea# will t>e Fnarrfc },v c'rvE�t-li.kt'�f )h-Sutiuoitra+;hx-err-t,dtci�-sull'ertiw_-efny such kiss -and it any of them-woihec pRrperty insurance cN,ve 'Le within the --limits of-imh annxfnts;- mch rnav_ purcbaseand rn finlarn it at the jx4whawrsown exrwrLw. s,ltf it_€'tiNHCA-'IORrttituesis,,urwritingthat other +:pedal--i-.nsurance--Ix..._irafudad-4n-the fvcyrrtt� ifr;ua n e. },44i,6es--prow ide i under-parugruplvs !V� or 5+.-7, c a ,V..'N ER whPtl -af -t enO pe anaktida i--- +asummec -and the'c (w thefe)kavdk-lee chart,xd-to-(<'E?F#rl(=t3R-lay-nlfprep�rirne Chanee Order or Written skmendPtent Prior to t I�ini`r9l't}�,�ii tNIniSSnil�S;da�fOei6nmf u^ Sll fH t'i7Ri iil,Lln:Atteila k,llf('r,AS rPk 4'i'iirAii t fxnm ttarfk-�f +ha-kivxl: -ai-the site,-t-iw6 .KR shall-rn insurance has-liwit pruuuml by LtVOCR: i r11,--#i�^ef� of R(l;ktn: 5.11.4.--E?WNERartd<(��1'I#t1t �ENtittteetd�akall p€*liw�f�. ptt€cAwnul�n-aw:�+krns�+v#h-}tun+gu€� �;G anti--k 7--wi#1-prenact-43�L'E3E"sN�(=>�`#'-Rr1(=TC�t� �fW4tily{t---and--f'i:r�I�Rt14=;'#'£�Il--waivm-n#)--rigHts ageuut-tatlY' .-+'X4aeF direeters;- cmployeea-arnd-agents--kv-all-kisses-and damages-iafusett tw;--uriyntg-uut-cal=etwrsfPultit�trF>t» tiny of the peak &ivered by :such Nimes -and any atlt€r }arapeaty funtnee apltlteable ka t#te tLrark and; m addinca, waive-.. A-.suC{r_.rigkfty......-against Subo tntrac (',0JMhanL% kind allexher POr'su» 01 erluttitil 0e11146wd tft- iht--! as ptrlrnrorttaf a-t'mtditiunx-[er-l�-Fisttd- as atsttr a -ar oaks t t t r#}reds-aftdar xueh }aultuicw fiat losses -and dtunnge; so -caused -None of the -above w171VBrfn-5h%k## e-,44V4-ieT--i}fe- i5-Ehf{t"flAy-%Itf'{y tini# ag arch wtf;ver-fuiv huve._to tWpreeeeds of nee held-k -4,aWR--*.s trustee-or-atheVrisa I tityable-un dettiny -pod icry err tswed. I i Fn-sal kn n tl 4f R era yea all- glrt against CO NNT ;kC TOI# , __ 3ubeonteactom FNGIN"EE # ti liaEl €F's-4etratl&fnta--and-ihe ofticere;-duw'tvvs, any lryees andagerus_t*f.-any at them. €otz ''t-f � #-- -key-due-£e�%-UNettvtpttierr; h>r.5 of -use- ca other.-ectvsaffraantial loss -extending beyond- direct--phys'"I Aoss...ax...Anuage--to #aL4=ti�:lt's. �. rlaerty_.em.-thr-ik'ork-caused -+ty; arising out of or resuling from the or other peril, whether or not insured by CtlklxlE k, aril 5111 ? , 1cN,5- of damage to, Hie-ecntpletecl kh'ojeol or r*irt thereoft9aaf-oi by.-an,,eg out of iv resaituiu trans fire ut other irtatred ji'ti Covered 1W -any,,. pet:l�ertk....ifiseaafa-a--tnefinterined--m--dte cotnplekd Pfkje :A-t # r<v3t"-Iw--ENf: iR durin,ti... partial. uultrntttr - pursuanat.... to p+tau,=aphla Itf,-after Sulwstenlad-Contpletita pursuant to Imraeniph 14$ or-ufter Marl-pas'mew pwfxia nt to f,ara-Wilph 144, Any -aw;u ancv-taf�lfc;t:--mPitNPPfed-#au-()W"h.F.$-eewering itav -lass, .tcwnaue of -consequential, krs cater Loy -in this }aaragraph�-I 4�=. siraliot�nncaifw1.rcrvtsicmw�-t#ra-a#t�ecnWtloat rn-tluYeYerrt-o£-pavPiefrt-ef-env-s-tfalr#t-drParkgr-for urns,Nuentint- lass the insurers Yvill-lave no rights..ol. reoowery-agaahst--taw-ofk?v}k:�t.4'Ni,-uF rdxaaors directors, empleveea-and agent cif *W of thorn: Receipt antl.App6catfon of Insurance Proceei& 5.12. Any insured loss under the policies of insurance required In paragraplas5,6 and 53 will be adjusted with OWNER ER and made payable to OlVNI R as Iiduciarv, for the insureds, as their interests may appear, subjevi to the requirements of any applicahle' mortgage clause and of paragraph5,13. OWNER shall depcsit in a separate account arty money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof cowered by an appropriate Change Order or Written Amendment. 5.11 0XVNER as fiduciary shall have power to adjust and settle may loss with the insurers unless one of the parties in interest shall object in writing, withinfitteLn days after the occurrence of loss to OWNER's exercise of this power If such objection be made OWNER as ficluctary shall make-uletnent with the insurers inaccordance with such agreement as the parties in interest mac reach If no such agreement among the parties in interest is reached, O1NNER as fiduciary shall adjust and settle the ens with the insurers eod--&-ra ti ws-writ --by,-air}-plan Interest Ot4';tibR-ay tduatary-shall give -a and for the Proper per-formance-o"WA"Woea.. tccejdan x of Ban& and Insurance; Option to Replace 5.14. It c2r---ttY-{r=RLEF�-ere--E-F7e'�"F+2-r1F=�FFt) O14N" R has any objection to the coverage afforded by or other provisions of the Pwridsor insurance required to be purchased and maintained by the oNwr —}arty C(I TRACTOR in accordlance with : rrielc 5 on tine lasts of nevi -conformance with the Contract Documeatts, the objecting patsy shall SO 11066the other party QRV,E'R will notafy, CVN111'+CfgTt at writing,withal teed Fifteen days after receipt delivery of the certificates 4or other evr.ence requested) to OWNER R as required by paragraph 27. s)kY'erkdt rand r-�aa±r++tax-'��aR-:,hat1•eadat-prd,v-the than `such ackhtiomal ntfonnation In respect -of insurance providomd-as the -other -may -reasonably. -request It either party Elces ria liorehase or maintain all of -the Nintls Mild inswau€e requited of suchpartyby the Contract Documents such party shall --notify the other party --in wrrFrrg <Af..,,uch failure to puwliftse prier to the Start of lit Work,,Ir in therequac^tiuWctatxI, iFiiGxrt-prc*yudree-kotaaydatlrer.-ti& or remedy; the other parity -may elect to -bubo uduawalent fonds or insurance -to protect-Soeh-Daher Mty's mterestN at the e=spense .K the party who was rpquireif loprm tde such arvtal ad-hange Jrdcxshaflde+ssued-toixllust -€he o 'onttactPrice uvccrdntbly_ Partial 1%81i,:ation--Propertt Insurance: 5.15. if i)"'NER. finds it ncccsssary to mcupy or use a portion or portions of the Work poor to Substantial t h5}t ^ e:F+t I{.1I, r71^:xprnE NS i910-g { 19vp o,lidlilisn_l (117'51' FOR I COIJINS MODIFICA 1ItINS iRIA I2wou C+mtpleticut of all the Work, Such use or (xxupancy may, be accomplished in accordance with paragraph 14.11), provided that no such use or occupancy shalt commence before the insurers providing the property insurance have tuknowl4cd notice thereof and in writing effected any changes in coverage necessitated thereby 'rho insurers providing the property insurance ill consent by endorsement on the policy or poltcics, but Vic property insurance shall not he cancelled or permitted to lapse on account of arty suchpartial use or occupancy_ ARTICLE 6-CONTR:tCMR's RESPO` AM1dT1LS Saperi-zdon and Superintendence: 61 C'ON1RACMR shill supervise. inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise ;rs may he mcessary to perform the Work in accordance with the Contract Documents. CONTR C,TOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but CON'f R.ACTOR shall not he, reslxmsible tie the negligence of others in the design or specification of a sperm, mean;, methcd, technique, sequence or procedure of construction which is shown or Indicated in and espres^sly required by the Contract Documents. CONTRACTOR shall lie rc.Mx)nsiblc to see that the completed Work ocmphcs accur aely with the contract Documents- 6-1 CON`IR1'TOR shill keep on the Work, at all hones during its progress a competent resident Superintendent. who shall not be Ieplaced without written notice to OWNER and ENGINEER except under extraorchn ory circumstances The sup utintendent will be CON FkV- "OR's representative at the site and shall have authority to act in behalf of (X)bTRAWTOR. All commumcatiom to the sup erimendent shall be its binlltg as if given to C.'ONTRACTOR. Labor. ;Materials and Egaipnncnt: 6:3. COMRAC'TOR shall provide competent, suitably quahfiud personnel to suavev. lay out and C0111tic't the 4Ncvk as requucd by the Contract Documents CONI RaV TOR shall at :;It times maintain .rood discipline and order at the site Except as otherwise rcgtnred for the safcty or protection of persons or the W"k or property at the site for adjacent thereto, and except ;I%otherwise indioate-d in the Contract Docurri all Mir), at the site ;:hall be performed during, regular wcxkmg hours and CON I R C 1,0R will not permit overtone teak or the perfcxrvanco of LNork on Saturdav, Sunduy or and leval holday xiltout OINNER`s written cement given after prior written notice to ENOINEFIZ. C0 l R lt.;I QR shall submit request,.,, ice -lit tNCER rxi kxS than 44 hcaas m advan:e of anv Work to be pRrlonnvf wt Salurdgti Sdunl-L Ei<>ltdlrys u,gutstdc._tix kegulItr 1 orkirnx Hours 64, finless otherwise specified in the General Requirements CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transporattion, consuuetion equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities_ ternpiamry facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, startup and completion of the \Fork, 64.1... Ptrfclatsit£ Restrietio>s CONIRACOR must comply with the Ci }'s purchasing restrictions, A u °of the resolutions are available for review � the offices of the __Rirchosing...and Risl_,_i Einagement Division or the Citj_!jerk`s nftice. 6..42,Cement Rciaricuons;_ titt_nf Fort Collins Reseluttot 91-1-21 r ernes put s4l and uu.hr of c morn rr produces comatn tlp; cement. to vcrU that the oemgot was not made in cement kilns that bum ha=dous waste as a fuel. 65 All materials and equipment shall he of good quality and new, except as otherwise provided in the Contract Documents. Nl warranties and gruamntees specifically called for by the Specifications shall ea ressly run to the benelit of t7WNRR, If required by ENCTINTFEh, Ct)N"I'RAM'OR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and egvipmevu_ Aft materials and equipment shall be applied, installed, corm ctei, eiected, used, cleaned and ccmrbtioned in accordance with. instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Sckedule' ti6' CONIRACI'OR shall adhere to the progress schedule estaiblished in accordance with pamgaph 29 as it may be adjumed Gam time to tune as provided below 6.6,1. CQNTR;1CTc>R shnall subunit to E'vt,INUR for acceptance (it) the esuem indicated in pruragraph25?) proposviJ aeljustmems in the progress schedule that will not change the Ccnwmex Times (or l lestones) Such aclusuncntswill conform generalle to the progress schedule then in ¢Erect and additiomilb will comply with any provi%om. of tine 6enerul Requiremcros applicable thereto. 66?_ Proposed adlustnnents in the prcgcv.. diedule that will chan_,c the Contract Timcs (or mdestxnes; shall lx sutni41,:%I in aecardauoc with the nrquacrrierrts of paragraph 12.1. Such adjustments may onl1lx made lm a Change Circler or 11'riucn ,lmcndmcz)t in accordance with Article I' 6.7. Submituleyand "Or -Equal" fiems: 6.7.1, "henever an ucin of matcrml or eguipmuu is ,pecif7etl nr described in the C'omract Doc'umems b% using the name of a proprietary item or the name of a particulm Supplier, the, speciticition ,:r desdraption is mtendet to establish the lypc function and gwday required unless the specification or d cription H tX6FALRAL CONDIMASU)1 Si199(, naiad) 12 tic €IIYOF RIR iNs eR4d'd'Ooal conunras or is followed by words reading that no like, equivalent or 'or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may, he accepted by FNGIrN"EFR under the following circumstances: 6.7,1.1_ `th-Fyual". If in ONOINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is fuuaiiciogiav equal to that named and sufficiently similar so thst no change in related Work will be required, it may he considered by RN(IFNFFR as an "or -equal" item, in which case review and approval of the proposed item may, in F„NOINEER's sole discretion, be accomplished without compliance with some or all of the requitements for acceptance of proposed substitute items. 6.7.1.2. Strbsfitak Items:: 1f inENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as ,,in "or -equal" item under subparagraph 6.7.1.1, it will 1x considered a proposed substitute item - C'O; TR-A(J OR sir I submit sufficient information as provided below to allow ENGINFFR to determine that the itern of material or equipment proposed is essentially equivalent to that nuanced and an uxeptable substitute therefor The pnxedute for review by ilk, LNOLNEER will ttalude the following as supplemented in the Geneml Requirements and as HNC:INFkR may decide is appropriate under the circumstances. Requcets for review at' proposed substitute items of material or equipment will not he accepted by I NGINFFR from anyone other than ,ONTRACTOR. 1f C(.)ATTRttc'roR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shalt first make written application to l NCH3v`EHA for accepumce thereof, ecnifying that Ste proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to Unc same rise as thatspecified. The application will state the extent, if any, to which the evaluation and acceptance of the proposed substtmte will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not aCCCtitance of the substitute for rise in the Work will require a change in any of the Contract Documents for in the provisions of any other dirext contNE act with (AVR for work on the Project) to adaptthe dcsipp to the profxiscd Substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. \11 variations of the proposed subshlule from that specified will be identified in the application and av:ulable rnamt dunce, repair and replacement service will be indiicated. The application will atva contain an itemized estimate of till casts or credits that will result directly or mdircoh from aucptance of such substitute, including costs of redesign and claims of c other ontractom adfected In the resulting change, all of which will be, CON1R_AC:1QtR >AIALI t,A) m,.ncu lestthat, 20 aonsidcred by PN INEsE.R in evaluating the pereent of,thk_6Lor}- with _t(s_own t(vccx ,!that is proposed substitute. FudGi `EfiR may uire wi out�lx»ontracl he 2i, ) cergv�lt„rcc�, •rem u —the CONI RAGTOR to furnish additional chit abour fall be tend rstoad to refer to Fork the value of the proposed substitute. wlvch, totals nut leas Than 2 3 percermt of the_5a tract !'rice. 6 N 3. CO-MRAC'TOR's &pensc: All data to be kry vided by CONTRACTOR in support of any 6 S'_, it the-Supplemantary--Conditions l3iekltrtg proposed "or -equal" or substitute item will be at Documents require the identity of certain CON" R,AC f oWs exnaue Subcontractors. Suppliers or other persons or organizations (includirig, those who are to furnish the 6,7,2. Substitute C oiUli7 shun .i Method% or principal items of materials or equipment) to be t'r(Kothire5: it a specific means: method, technique, submitted to OWNIRR. in-advence-olf die-V.ocifed sequence or procedure of construction is shaven or Jake prior to the Mwive mate of the Agreement for indicated in ant eNxessly required by the Contract acceptance by O\VNE'R and ENGINFR..-- and --if Documents, CONfRACMR may furnmh or unlix a F 43ti=i`3.9C=74)K- s-submiaed,a--Fist---ihoxeeF-fin substitute means, metitod. todmique, sequence or oc,. dunce- with ti,s.....3tTppkmet,tary-koadihoas;4 procedtvc of construction acceptable to LNGINEtiR. OWNEiR's or 1 NGINF LR's acceptance {either in CONTRACTOR shall submit sufficient information to writing or by failing to make written objection thereto allow ENGVNEEIZ, in ENONEE12'x sole excretion, to by the date indicated for acceptance or abjection in determine that the substitute proposed is equivalent to the bidding documents or the (omract Documents) of that eagressly called for by the C"ommet Documents any-sachzsubc<,ngaete�-Sttppli�-or-od w-penon- ru 'tile procedure for review by EX(ANEe.EEZ will he e4gaow mir so-- ianti{TevE mtTy--1), rriFdtad-csit-,the similar tothatpnmvidmiinsulparngraphfi_7.12 basis 0frea4("NeObjec-clan-a#tar-apuamVffx-igatwn; N3--wftwh_-4r�ar-F't:� F-R.-4:=�ltt~iE't--sC-tiubalii�--flit 6.73_F'nurtneer's Rvalaatirm,: ENGINEER will be, tircepinble--sinealitute,-khC-Crt-'*Aaet- Price- -will- .._ite allowed a reasix,able time within whielt to evaluate ad}ust¢cl by tl,atEtkterertea trTt}ae ara--essTstened-bv each proposal or submitted made pursuant to such -substitution -and m) appropr4ate Chaste_order Inragraph % 6 7 1. _' arai fi 7.2, L tic M-'ER will be the rrTFi ix isnertE--e-iL"rirtee T, eTTA,Tent yig trJ will sole judge of acceptability. No "or•cqual" or constitute :r cornliuoxt of the Contract requiring the auhsntute will he ordered, installed or utilized without use of the named sahmntrctom, t Item other 1,NGI IAN's prior written acceptance which will be persons. or organization on the Work urticsq_prior evidenced bg either a Change Order or an aplxovea written ult uual m5 4tbtalnC i rt li'>v'ER. Shop I)rawmg. OWNIsR may require ,aril ENGINE'!- NO acceptance In OWNER ar CONTR.IC"roR to funuah at C cKfRACTOR`s I.N6WPN iR of any such Suhco ntractor, Supplier or exls.nse a special performance guarantee or other other px:rson or organization shall constitute a waiver swety with respect to any "or -equal" or subsurow. at any rty,,a of 0ANFiR or E\GI`hER to reject 1-NONJ1:R will record time required hY ckjacriveWr'k F_VIINHLFR and EN(jlvI+Rs Consultants in evaluating SubsRttltes proposed or submitted by CON F RX1 OR pursuant to pxarigml s c+.7.1.2 W 67.2 and in makinit changes in the Contract 6-9.1. CCSNUACI OR shall be fully responsible to El(x unlents for m tilt 0 ovisto n% of any other direct (m NE;R and UNGINEER for ail acts and onissioms contract with 011,11TIR for work on the E'rojeet) of the Subcontractors Suppliers and other persons ocuisioned thereby Whether or nca EINGTNEMJ1 omd orgmianions performing or furnishing any of the acctpis i s ihshutte itcer. n w pnoprsed or submitted Fit• Workurder a direct or indirect contract with CONTICc'TC)R, Cc>1fR:Af10k shall reurbursm CONTRAC,roR iList as is i)EtVER tor the charge8 UI LVIINE'ER and re,%ponsible for t. rJR.v,rok,.S own acts and 1:\'i =1 LF:Ft's <;'onsultants l''or evaluating each such cvuiasions. Nothing in tht f'ontract Documents shall prcyx)sed substitute item :reate toe tie benetit of o ny such Sulx ntracte . Supplier or other ptrsrm Or organization tiny 6.i;, C.•[Ytt eN17[t/tj{ $nhe'Wml((tL'rPis. Sulli iers and Other_c_ r InLlaclual relattomhil, betweci, QW:, LR Lie I \CmF�.T:'k R and any such SribXmmraCjor SUf1alief or other person or oganization, nor small it create any rS 1 t'ONI RACI shall not employ any obhgatwn on the p,,rt of OWNER or F NGINFER to Subconuaclor. Supplier or other,goon or orguruzahon pav or to sec to the pavntant of any moneys due- any rmcludmt those accq ahle to OWN"Fl< artri such Subcontractor. Supplier or ocher per,tiln. it E-V if NF LR tCi indicated in Ixuagl9ph 6,8 -'j, whether urganttauon except as nm�yp othcRt isc be required b) amtitalk or 45 a iutdrlutc.. agruw5 whom Ol� \bR'or' Lmv'sand Re Matrons, OW,.'thR or_E4\, ANF.p.E'i_rxvly' E \f;F' i I_R may' have rea;orwhle objection. term h to nnv suhconurtclor, sopptcgr er other person i (N,rR.A('TC)R shall not be iequired to CImploy amp yr or�,aiuzalion_ evi&rce ofto SuK,,ontr wt.x, Su1�*tier tie r�ttmtr [x'r son nr orlranizaricn -anu)urAs ,paid, Oti I RA( -I -OR in as.orrta„cc arts to furnish or ptrfairm any u[ the ).l'ark against whom _< ()ATR,ic `l OR'S °,Aj�licu€upns lur }"T)u7lcnl - CONTRA(-I'0R has reawnable objection. Fa.tx-<.E:'k1.ILU,c'� `•UCnt tit9}ast19H Fda,�1 1.j to t T 11 6P Pik IiJLL1'Y4V10011ICq'f7+4S (Rt F L?na[il 1,92 CONI'R.:Ar"f(3R shall be solely responsible for scheduling and coordinating the Work of Subcontractors. Suppliers and other persons and oraunimlions performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. C'ovrRACTC7R shall require all Subcontractors. Suppliers and such other persons said orgarucalions performing or turnishing any of the t6"crk to communicate with the ENC,INEM through CON"I'RAC ft iR. 6.16. The divisions and sections of the Specifications and the identifications of any Drawings shall net control t'(.)N rR:ACTOR in dividing die l''ork among Subcontractors or Suppliers or dielmeating the Work to IV performed by any specific trade.. 6-11, All Work pertcxnied for CON I RrACTOR by a Subcontractor or Supplier will be pursuant to an apprapriat agreement between C"ft'+TRACTOR and the Sa 'ritmenir or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents far the Ixn ct'at of 0kt'tiER and E'NMtiF.Isl "'henrver-any-s chtigreemerit Is' witti subtend mor-or--Stsplt}ier- ha-is-hired--as-an additional -insured -errthe -property inwunmicepovided-in laragtnttis'=ia -ir ,s._ {ke_..afr�eniens--between the CONJRACTOR and -the -Subcntractot ex -,Supplier -will eentrnn pre rsr ns whi �Su@ er rotor Of�-S pier wtiPrd4—all---fights- k41X-1hit; 4! kP- ,-U-,14)R.; I's£+IN- MR, #s"Nc;�h } ,S C'onsuhanty and all other a+ldittorutb�urctk-far-akl-leers-and-damages-caused-isy>. arising .not of oM-rasultu g train, any -of the perrds iAwerexl day= polieti�, anti env-eathar�eperii'msurancea�atts tfz the W'txk: If the Insurers, on tiny such policies require separate watvtr-fiittns tea kt wigned-by-at»' ittF��ewitrartor dx tiupplier;-i-.'i-iPi I=RA€-'}�13Ft wail-ctlitatri-tile-wrtrra Palen Fees and Rarwlties.• 0-12. C'ONMICfOR shall ray all licence tees and royalties and assume all costs incident to the use in the petfonnam e of the Work or the aceorpo moan ui the Work of any atventicn, design, proce. tiK product or device which is the subject of paicnt rights or copyrights held by others If a particular invention design, process product or device IN' specified in the Ccnitrlwl Docxaments for use in the performance at the Work anti iota the actual knowledge of or ENGINT?liR its use is subject to patent tights iv xipyliji i callitil; for the payment of cony licetw, fee or nyalty to others- the existence of such rights Shall be drwlowd by OWNER in the Contract iJccumenc'i. 'fo the fullest ext�xit psmwed be Laws and RtguYatiorvs o'OVI R:ACTOR shall indemnify and hold harmless o)lts;t7t- i,_stil'xGp.I2. t V;I'vhI�12's Consultants and the officers directors, cmplovees^ agents and other consultanei <il each and any of them from and erg amst all claims, ci�;ls, lasses and damages arising Gnat air err rv'yultma front any rntsingcnnent tit latent rig is of copyrights mcidcnl to the titer in the p-flormane of the, W'ori, or resulting from the urcotpuration in the Mork of any invention dl sinmr. ptrocess, prcxluat or device not slxrified in the, connmct l ioeutncnis L7t O'ril hl ti4^,Pidm"tl 14 �ra1ly0l1'[e1i-1k-OL.IVIM(011 1c•l)t0AS'Rt V i-'OoP Permits: 6.13. Unless otherwise provided in the Su lemenuiry Conditions, CONTRA( TcaR shall obtain arxi pay for all construction permits and licenses. OWNER, shall assist CONTRACTOR, when necessary, in oLKai,nirg such permits and licenses. CONTRACTOR shall pay all 6ovemmmemul charges and inspection Pecs necess ry (or the prosecution of the Work, which are applicable at the lane of OpCnia3 of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all, charges of utility owners Par connections to the Work, and OWNER shall pay all charge of such utility, owners for capital costs related thereto such as plant investment fees 614. Laws andRegm1atioea: 6,14.1. COYfRrACTOR shall give all ncticas and comply with all Laws and Regulations applicable no furnishing and performance of the Work Except where otherwise exprmsly required by, applicable Lairs and Regulations, neither OW'NhR nor KNOINWiR shall be responsible for monnoraw CONTRA( ''7OR's compliance with any Laws dx Regulations. 6142 Tf CONTRACTOR performs any Work krmwaig or having reason to know that it is contrary to Laws or Regulation, CONTRACTOR shall hear all claims, costs, tosses and damages caused by arisma out of or resulting thercfaamt however, it shall WA ix+ CONTRACTOR's primary resllonsihilay to make certain that the Specifications an d I arawings arc in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of Ct NTRAC(OR's obligations under paragraph 3-3 2 Taxes 6_15 CONTRACTOR shall pay all sales, ccnximita, Use and other similar taxes required to be paid by CONTRACTOR. in accordance with the haws and Regulations of the place of the project which are applicable during the performance of the'Work i s 1 gt4NxLR is e�',tt a from Culoyradt) State mail local stiles and! use taxes on , ttatenals to lx- pemiariently incorporated into the projoel Said taxes stall not wilcoduded ill the Contract Price ,Address vloreck> ]k tr[mertt ct[R,cgpnu5 State Capital -i' ntn.n 1375 Sherman Street Dknv r,t olorado,,80201 Sakes and iJs Trr.ws far_fhc State ai Colorado, RcgiUural-T,ranspcgWuan, Dtstrtct_„I,RTL)j,,,and ccrtatpp (Co orado _ counties are collected by the State of Colorado and are inn ded in the Cstificanon-of ki,rtIl tairG_. Al_upphasble_Saks and L'se.. ta.iti7xtudirk State w1h,,Lteci taxes), on any items other ,,than, construction anytbuil matey ads sically incx rale�vpto the pxol- tare En he.paad by ("C)'+7'i'I.AC"TOR-and tire to be. uuludetl o arupr late bid items Use of Prendxes: 6_16, C)NMACTOR shall confine construction equipment, the storage of materials and equipment and the �lions of workers to the site and land and areas fied in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and casements, and shall not unreasonably° encumber the premises with construction equipment or other materials or a fuipment. cm.wRACTOR shall assume full responsibility fox any damage it) any such land or area, or to the owner or occupant thereof or of any- adjaue»i land or areas, resvltuw from the Ixrilnnance of the Work. Slu)uld any china be made by any such owner or occuant becaum of the performance of the Work. CON1R ,TOR shall promptly settle with such other party by negotiation or otherwise re,xthve the claim by :nlntration c r other di;�,p. ate resouuon proceeding or at law. CONTRAC R )k shall, to the ftdlest extent permitted by Laws and Regulations, indemnifv and hold harmless 11A NiR, ENajNE :l2, ENO NFER's Consultant and anyone direudy or indirectly employed by array of them from and against all clmms, costs, losses and damages arisyng out of or resulting from any charm or action, legal or iNpuitable, brought by any sntch owns er occupant agairist OWNER, ENUINEER or any other pally indemnified hereunder to the extent caused by or bastixt upon CON I R At'1'UR's pertbrimi nce of the Work, 6.17 During the progress of the'CA`crk, t"O%TRA(70R :hall keep the premises tee from accumulations of waste m aerwh, rubbish and other debris resulting from the lltxk. At the completion of the Work C O N MACI'DR ,hill remove all waste materials: rubbish and debris from and about Woe prennises as well as all tooln, appliances, construction ecgtipment and machinery and surplus materials t r) v l l ACfQR shall leave the site clean and raady ter ocultancy by OW"NPR at Substantial C \anpletion of die vh-ork CONTRACTOR shall nstora sea original condition till prcp"rty not designated t-ca sfteration bt the i'cittract Documents, n I& C()`. I'1LA(TC)R shall not load m r pernnt anti part 01 aunt, structue to be loaded in am, manner that wlll endanger the structure. nor 4tall CY yft1 (1 OR subject any part of the Work eT adjacent proper- to ,;tresses or jmec tires that will endilizer it Recard Dewunueat.v i Jc trt'c;t?a7ati U, CGt,`�flt(3NS t91q-,fi ft `rYn p,(yititxth w(.1'r}' gip: I ORI OaJA`S41ODIFtCA M AtSfREV 12000) 6 19 CUNTRACTOR I maintain m a safe place at the site one record copy of all Drawings, Specifications, r &mla, Written i'vnendments, Change Orders, Work Change Dimcdvee, Field Orders and written interpretations and clarific-ations (issued pursuant to paragraph 9.3) in good order and annotated to show all changes made daring construction These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to LNULNEh"R for reference. Ltpo n completion of the Work and prier to release of final payment these record documents, Samples and Shop Drawings will be delivered to b;NOINEER. for OWNER Safern and Proteeoon: 6,20. CONTRACTOR shall be tell ureiblc for initiating, maintaining and supervising all safety precautions and progrtmis in connection with the Work. CONTRACTOR shall wake all necessary precautions for the safety of and shall provide the necessary protection to prevent damage.. injuryor loss to'. 6.20.1all persom on the Work sire or wpm may be affected by the Work; 0 202 all the Work and materials and eilinfin et to he incorporated thereirt, whether in storage on or oll' the site; and 620-3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and L?nderlground bacilihes not designated tor removal- relocation or replacamcnt in the course of construction. MN'TR,ACIOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them frtmn aimage, injury Or lass; and shall sect and maintain all necessary safe},nuants for such safety and protection CONTRAOTOR shall milifv owners of adjacent property and of U de round Iracilities ark utility owners when prosecutionof the Work may affect doom, and shall cooperate with thorn in the protection, removal, relocation and replacemcmt of their property All damage, injury or loss to any propei ty retenod to an paragraph 6.20 > or 6 203 caused, directly or indirectly, in whole or in part, by anv Subetmtractor. Supplier or any other person or or anizatuan directly c'r motivectly elnploved by any of them to perform or famish any of the Ww k or anyone let who .e acts anv of them may be liable, shall be remedied by (-ON I'h At fie }Rt (except damage. or loss attrilwfable to tle fault of thawing s or Specifications or to the acts oromisvwonsofOLENIJ orIN(ilNlgRor ENC;MEEWs Consultant or anyone employed by am of drum or anyone for whose acts any of them may be hiahle, and not attributable, directly or indirectly, in whole or in part w the fault w icy'Itgcticc of t `C3x,1'k' CM OR cr airy Subcontractor, Supplier (it other person or organization directly or indirectly employed by ally of then)). CONTR AC"P )R s dares and respi r sihili00% for th,,. safety and protection of the Work shall continue until such time It,; till the Work Is completed and l?>CiI\'kHR has issued it notice to OWNER and (A)!JTRACTOR in accordance with paragraph 14.13 that the Work is aeo piable {except as otherwise expressly provided in connection with Substantial f'anplcn x }. 6.21. 3afeo] Representadve: C ONTRAC~7 OR Alt designatc a g mltfied and experienced safety representative at the site whose duties and reMmisibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hari+rrl Communication l'rogrants: n 22 CON I RACTOR shall be responsible for coordinating any exchange oaf material safetydata sheets or other hazard oamntunicaticn information required to he made available to or exchanged between or among employers at the site in accordance with Laws or Rcgulations. liarergxncles: 6 23, in emeruviwiess affecting the safety or protection of persms or the Woik or property at the site or adjacent therota. C'tj'x!R=1C"FOR without special instruction or' authorization from OWNER or %`'y GINT.ER; is obligated to .cot to ptevent threatened daurage, urjury or loss, CON-FRACIOR shall give KNGINEIE*R prompt written notice if CON I RM-roR heheves that any significant changes in the Work, or variations from the Contract Documents hive been Cause thereby. It' E'.#fGJNTI:R. determines that a change in ilia Contract Documents is roquijed bccauk of die action taken by CONTRACTOR in respoilse to such an enaeraency, a. Work Charge Directive. cir Change Order will be issued to document the consequences ofsuch anion. 6.24. S`hopDraivingxrind&mpi¢s,- 6.24.t. CO3,NTRACT(')R shall submit Shop Drawings to EN(;1.NEFA for review and approval m accordance with the accepted schedule of Shop Drawings and Sample sajbaiittals (see paaragraph? o) All submittals will be Identified as ! vtillv'hFiR. may reilune. and in the nutnlvt of copies q)ecified in the general Rrquirememie The data shown on the Shoapa Drawings will be complete with respect to quantities. kljiirei�wnw slvcitivd pxrfo,mtnrwe Lard design criteria, materiah, and similar datsai to show ENONEER the m atetals and equipxxacnt CON I RA<.T(.)R proposes to prot ide. and to enabic J.A.-G : E,R. to review die. information For the limited purlxwses required b} paaragr<aph 6 '6 r1 '.3?. ,'(rti I lvAi''I OR. shall alp submit tiatnples to ENGINUX tits rcvicsa and approval in awosdance with said tiWcclaed xhcdulc of Shop lhawinszs and Sample sub nitittsals_ Each Sample will be identified clearly as to material. Supplier, pertinent data such as xatalcLl numlxrs and the ttse. for which intended and olhcncise as F,NOINE1 R may= requite to enable E.N6JNFI-'1k to review the submittal for the limited t t�, n cal '. F1i.At , nE+tl R:i'�S gal i$t,v�t�tellu,9u It, U 11I L set ! ORI , t3i.id\S'Nr0l all, A110r<rtRFS I Zonoi purposes required by paragraph 626 The millets of each Sample ki he -submitted will Ic as specifieed in the Specifications. 6.25. Sabmifd Procedures, 6 25.1, Before submitting each Shop Drawing or Sample, CONTR ,(701R shall have dewimmed and verified_ 625.1,1, sill field measurements.. quantities dimensions, specified performance criteria, installation requirements materuds, catalog numbers and similar information with respect thereto, 6,25.1.2. ult materials with respect to untended use, fabrication shi�'�ping, handling, storage, assembly and utstallalion pertaining to the performance of the Work, and 625,1.3_ all information relative to CONTRACtOR's sole responsibilities in respect of means, methods techniques, %equences and procedures of construction and safety precautions and progninis incident thereto CC7?P1'IL-ACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawing and Sanip" and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has :vatisfied CONTRA TOR's obligations under the Contract Documents with respect to CONTRAC1'OR's review and approval of that submittal, 6.25.3. At the rune of each submission, ( r'AYMA('FOR shall gne I;?v(ANEER specific written notice of such varmuons, if anv, that the Shop Drawing or Sample submitted tray hart Treat rite requirements of the Contract Ncumenis, such rotwe to be in a written c ormumcatiot separate from the submittal, and, in nildiCiom shall cause a specific notalion to be made on each Shop DiwGg and Sample submitted it) G,-NC;INT;,ER for review and approval of each Bach variation. 6 2 i E"vt;LNIi1i.R will rrvieir and aplxove Shap Drawings mxl Samples tit a"ordaricc with the SeJtedule of Shop Drawint±s and Sample cubniinals accepted by Fi:+iCi INT,FR. as required by t*arabraph 10. F ,\i INI--.F:"R's review and approval will be only to determine if the items covered ln- the submittals will. after installation or meorptxlntion in the Work, conform to the information given at the Contract Dxtntients and be cesnlaalible with die design concept of the completed Project as a tunctionirn; whale as indicates1 by the C'onanc€ Documents. ENOINEER> review and approval will not extend to means, mediccis, techniques, sequencer or procedures of construction (except where a puticular menus, method, technique, sequence it procedure of c nstnactton is specifically and teprtssly called for by the Contract Dmumonts) or to safety precautions or programs incident thereto. The review mid approval of a septuato item as such will not indicate approval of the assembly in which the item functions. COA?RAC'TOR shall maize corrections required by EN(;h' EFR, and shall return rite required number of corrected copies of Shop Drawings and submit as requited new Samplts for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other (Ivan the correctioris called for by ENCIN ER on previotussubmittals 627 RNtrIN ER's review and approval of Situpp Drawings a Samples shall not relieve CONTRACTOR from rea;nonsihday for any variation from the requirement; of the Contract DocumerIts unless CONI RACI OR has in writing called EN WEER"% attention to each such variation at the time of sul-Immiton As required by paragraph 6.25.3 and ENUMEER has given written apfxoval of each catch variation by a stiecifio written notation thereof incorporated in to acuomlmnyutg the Shop Dmwingg or Sample approval, nor will any apfrovat by INWNEER relieve CONMRac'1'OR from rcstionsibiliry, for comply tria with the regmrements of paragraph 6. 1-5.1. 6.28 Miele A Shop Drawing rx Sample is required by the Contract Documents or the wheduie of Sher Drawing and `.ample submissions acccpted In ENNtINEER as required t'�Ixaraaxaplt 2 9, any related Wrork performed prior to hn GI A I PR's review and approI al of the pertinent sUhnittill will be at the %isle extxn.w cmd rmliorsibility of CON1TICACTOR. Cuntinuurgtke gork.• fi 29_ CONTRACTOR stall pane on the Work and Adhere to the progress schedule during all dispuws or disagreements with Ord <NER. No Work shall be delayed or pcntpumel rvruhng resolution of any deputes or dtsagreemettts, except as per med by piragnaph 15 5 or as OWNER and C'OMR.Aa TOR may otherwise agree in writing 6.30_ CONTRICIMR'v C:enerat llarranp, and Guaraatee: 6-',1) LCONURACTOk warrants and guarantees to t7WMA kN6lN Ely end EScdtiIsFR's Comultants that all Work will be in accordance with the Contract Docuattnts and Will nett be Afectrve C tATR.At'It Rs wnrranty and guarantee ficreunder a.cludes defects or daitmae cauued be: S36) t_l abuse, 111WI iC-ation or inafxolxr mmtternince or olxranon by lvrow; other than 4 R.1 I1-11R, Subcomtr,aclov; 0, Suppbers: or i,?. normal went and tear under normal usage. 6,31ij. ,c"U;y.FkA('I(Ws Obligation to partbrnt and complete the Work in accordance with the Contract Docwucnts shall be absolute. Nora: of the following Will aonstaute an acceptance rat Work tent is not in accordance' with the Contract Documents or a release of CONTRACTOWs obligation a) perform the Work in accordance w ith the Contract Documents: 630.2.1, observationsbyENGINEER, 6.30r2.2. recommendaGori of any progress or final fatyment by Cvtr IR13R, e.30 .3. the issuance of a certificate of Sutwlntild Completion ax any Payment by OWNER to CSATRACTOR under the Contract Documents; 6.30 ' 4 use or occulxmcy of the Work or anv part thereof by OWN l-'1; ; 6.10,2�5. any acceptance by OWi` E or any failure to do so; 6.30.2.6. any review and approval of a Shop ]hawing or Sample submittal or the issuance ofa notice of actxlNshihh by F.N(;INFrk pursuant topatmgraph 14.13, 030�2.7any inslxction. test or approval by others; or 63018, any czrreceion of & cnvv Woik IN 0WINl R. tndamuifrctttion..: 6.31 To the fullest extent permitted by Laws and Regulations, CMIRACTOR shall indcraruf}= and hold harmless CAVINU,, FN G1s[1312, lfvt",C-m7R's Consultants and file officers, directors, emplovex s; agents and other aanstttam,% of etch and any of them from and against aft claims, costs, losses and damages (including, hill not lurned a), all toes and elaargo's of enguuwsz architects, attorneys and other profe�ssienals and all court or arbitration or other dispute resolution costs) caused bv, arising; out of or resulting from the performance of the Work, provided that Any such claim, ct,si, lass or damages (i)ts attributable to bodily injure_ sickness, disease cx demh, or to tniury to or destruction of t.arigihie property (other than the Work itself, including the 3oA of use resulting; therefrom, and (it) rs caused in whole or in rxln by any net;ligent act nr omission of COPITRAC'TUlt any Slnlxottua iw', env Supplier, say jxisoa ar organvatiou directly or indirectly employed hp arty• of thorn to Ixrfarm or tunicuh any of die Work of anNzmc fbl where acts an} of them may he liable, regardlcs�, ;fin hedtcx or not caused in part by ant negligence or omission ;af a fxVILIn OF uodtw indemndted hcrermder or whether hahility is imposed upon such inderviniticcd party ben Laws and Rei;utatiOM regardless of the negligence of .Iny Bach 1vrsa. n OF entry 63211, :tray and all clans against E)14"NER or i,-\E,f\E-..URor env of theirngooctne consultants agents, officers. directors or employe« by any emplolee (or die survivor or fIcno .il represmiadvc ofsuch etuployeel of CON TRACTOR_ an%, Subcontrac-tar, any Supplier. am. person or organization directly or Indirectly emploved hp I J('tFa,' <:6'.+t i ll (. P:1 ir! IvV� 197a$ ti ! F3Si t?:<ffirwt, 17 n (I ll"FRR 10)LI ixs Il AIPit'AIle htira 1:N 170001 any of them to perform or finish arty of the Work or anvone for whose acts any of them may tc liable, the indemnification obligation under paragraph 6.31 shall not IV hillited in any way hg any, limitation on the amount or type of damages, compensation or benefits payable by or for COON 1"IOCTOR or may such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit act* or ether employed b erwfit acts €,14 The indemnification obligarrals of CONTRACTOR under pantgraph631 shall nor eslehd to the liability of FtiGENEER and k?VGINEFWs Consultants, officers, directors, employees or agents Mused by the professional negligence. errors w omus.siona of ant of them, 5arvihwi of OhGgai 6.34. All representation& indemnifications, warranties and guarantees made at, required by or given in accordance with the Contract Documents, as well as all continuing obGgttorei indicated in the Contract 73awuenK will survive final payment, completion and acceptance of the Work and tenminaton tat completion of the Agreement ARTIt LF 7- OTIIF:R NVORK Related 11,ark- at Sae: 7 L ORNI R may perfomn other work related to the Prol of at the site 1w Ot.CNTTZ's own farces, or let other direct contracts therefor which shall contain General Corditions similar to these, or have other work performed by uttlig owners, Ifthe fact that such other wexk is to be lerfcxmed was not noted in the Comeau Documents, then: it) written notice thereof will be given to CONTRAC"LOR prior to starting any such other work and (it) CONTRACTOR may make a claim therefor as kmovided to Artic€es I I atxl 1' If €; ONTILACTOR believes that such Performance will involve additional expense to t Oyr I RAC I OR or rexlutres additional time and the patties are unable to agree as to the amount or extent twreof 7 2 CON"t fL CT(* shall ;ad6rd etu:h other contractor who is a puny u) such it direo contras and eautt utiHri owner (and C)AVNEIG , it OC:t\fk is performing the additional weak with O A's employees d proper and sate ctckv,,.s it) ate site and a reasonahhe opportunity for the introduction and storage of maurials art(] equipment and tic cxecuhtnt of ,ttch e4heh work and shall properly cwancwt and rxxtrdiaate the Work with theirs f %mess otherwise provide't[ in the Contract Lkximnenti fO'<TRA(M,)R shall do nil curling lining trod palehirzr of the York that may bc' required tci make its several warts come together properly and inteLua e with such other work. t i IN 11. At" I'OR shall toot crulanger anY work of others he cutting, ex�zi aura or otherwise attrnng their work aril will only cut or attar their work with the written consent of ! vrOfN F'k and the other^s whose work will be affected, 'the duties anti regionshditns of CON PIZAt" WR under this paragraph are for the benefit al such wihty owners and other contractors to the exent the there are comparable F 1r; PC thF AREAS., Y M it lit d^w 119111.8 i t`>wb 4,fil'oq I w CIrl QliORI I01,T]NS 3tkOWN A 11,INN It oVt.?oum provIsioas for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owrters and other contractors. 7.3. If the proper execution or results of mr, part al' CONIRAC'lOR's Work depends upon work perlamed by others under tits Article 7, COMRACTOR shall inspeci such other work and prcruptly report to E iUTNTEFR in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of ('t)itiTRzACTOR'a Work. COIvTRACTOR`s failure so to report will constitute an acceptance of such other work as tit and Proper for integration with CONTRACTORs kkork exempt for latent or non apparent detects and defiaienoie.s in such other work, Coardnation 7.4, If OWNHR contracts with others for the Performance of other work on the Prtjmt at the site, the fbIlowing will be set forth in Supplementary Conditions 7 4.1 the person, firm or corporation who will have authority and responsibility for coordination of the activities .mtot>g the various prune antra,ugs will ix identified; 7.4,3. tic specific matters to be covered by such authority aixi responsibility will be nemi°red; and 7.4-3 the exent of such authority and respionsibihtieswilI be provided Clnlecs otherwise provided in the, ;supplementary Conditions, Oi47QER shall hive sole authority real responsibility lit respect of such coordination, ARTIUTE 8—OWNER'S RI-SPONSIBILITIES 8,1.. Lweptas otherwise provided in these C enteral ConOtions, OWNER shall issue all ctvnmunieations it) fONy fR:WTORthrctie-fiLvGIN`J-IER, s 2 lit car of teonnation of the employment or Ii'+:GI%fiLR, OANElt shill appoint an engineer dims wihcxn f:'ON t-RAC 14 )12 makes no reasonable- obtcK:tion whose staters under the Contract DOGntmcllL^ shall be that ofthe Fxnter 1,7dtily.l kR 83 (AV'vlzR shall furnish the thrit requirexl a)f OIVNER under the t'ontraca Documents pompily and shall make payments it) CON I RACI OR promlhtly when dhen, it . due a:, provided in paragraphs 14A ant 14,13 NA flityER's duties in rea,xcct of providing, hands and eaxatnants aril provlaiing eNmeering serve}:; to establish reference rx)mts are set forth in paragraphs-1 I and 44, Pangmph42 refers to C1\VNI b:`s identifvntg and making avmlahle to COVIR.ACTOR copies of repots of exploratiomi and tests of subsurfaw conditions at the site and drawir,,,s of ph5-acnl conditicwts in existing stitactwes at or oxtritigumas to t}tr arts that have been ntih2+'.d by lit X1PGL'' RR in preparing the Contract Documents S 5 .._._... t->tk�-t�sR's-r�pru�iltiJitin� in-raysp�eu-t-t.+f purchasing forthinparagrnphs 5-5 through S- W 86, (AVNER is obl gated to execute Change orders as indicated inparapaph 10.4. 5,7, OWNER's to;spr)nsibility in respect of certain inspections, tests and approvals is set forth in paragraph 11.4 S.S In connection :iron with 0" ER's rich tilt stop Rork or suspend Wore, see paragraphs, II rt and 15.1, Puuagraph 152 deals with CAVNER's right to terminate services of CONTRACIiOR under certain circumstances. $-9 fhe Ob NI,,'R droll not supervise, direct or have control or authority aver, nor be responsible for, CO TRM TORS means, methodic techniques, sequences or procedures of canrstruction or the sattaty }a ecaubons and programs incident thereto, or for any to lure of CON1R.ACI`OR to comply with laws and Regulations applicable to the furnishing or perfonnarnae of the Woik. OWNIA will not he responsible. for CL)N1RACTOR's failure to perform or tbmL- a the Work in acWrdsra:e with the Conn act Documents S 10-.-04 NT KR's-responsibility in respect- kit' -utulisolosed .�sY>rstcts—}tt�3a.__.Reffeleunr--Tha;��rdaus—l�:arte-.-tar Radniaetive, Mfaeriiik uncovered -or raveaded a the site is sat fiarth arltaragraphti} a S 1-}----k=su+d-tor the�terat t�R-has-t+grezd t� #'urra�sh (-'dh4lk;�4"1t�R_._rd���rbkk .-�._.-t1a(t--€inatt3rtml arrangements lave- been -..made - to satisfy - OWtiEW., etii4i�reunfiwt--tmelar-.-the_E'txttrtn�t--.l�oetanzrtt�--t-tEFladfs.R's rest'100wbility tar -respect thereof- wilt be as set--fonh in -the Supplemeiut ry (onditions ARTICLE 9--)!ENGINEER'S S'1:AIVS DURING CONSTRi'C1710N t,7td>h"rC:R's Reprevenrrrtive. 91 ENGIMslR will he ()WN R's repr�kntative dining the construction period, I'lte duties mid ny+onsibi$ucs and the limitations colauthority of EN(dNFFiR as 0INNFR's repneacntalive during c onstnucti(r are wi lorth in the Contract Documents and shrill not tk eNwri& l without written consent of dill X-ER and 1•.'s(:1 M!fd: . Iisits to Sire: tt 2. ENWEER will make visits to the site at nten als appmolntate to the various s 3i!" of ceatstntotion as I.NMINEl R deems necessan in order to observe as an experienced nod qualified design prolessionu.l the progress that has been made and the quality of the vanous aspects of CONTRr ('TOR's executed Work Based on inhumation obtained during such visits and observations, L'"tiOINTHR (rill endeavor for the benefit of 01y'l ER to determine, in general- if the Rork is proceeding in accordance with the Contract Documents I:1tiC9P.VEER will not be required to make e.,dinustive or continuous on - site inspections to check the quality or quantity of the Work. Ii'N INT-ER's efforts will be directed toward providi» g for OWNER a greato degree of confidence that the completed Work will conform generally to the Contract Documents. Corn the basis of such visits and on - site observations 1;'4GINEHR will keep Ol WER informed of the progre of due w'wk and wall endeavor to guard OWNER againa. rGJ crive work l,NQ N1iFRs visits and on -sits observations are subject to all the limitations on P%GJNLE,'t's authorit}' and ic nsibdity set forth in paragraph 9.13, and particularly, but without h uitatiom, durii or as a result of ENUTAEk's on -site visits or ohservations of C ONTI A(`MR's W(vk ENt3MER will not supervise, direct, control or have authority over or be responsible for CONTRAC'TOR's means, mcticxis, teeluiquessequences or prdxeedures of comstructiom, or the safety precautions and programs incident thereto, or Car any failure of CONTRAC`"fOR to comply with Laws andRegulationsapplicable to the furnishing or performance of the Work Project Reproentrrtire: 9-3. It'OWNF.R and E,NGIN-F.FR agree, FN(ANliE;R will furnish a Rodent Project Representative to assist FNOTNF) R in providu,g mare,nnnnuous observation of the Rork. The responsibilitics and authority and limitations thereon of any such Resident Project Repre,wivattve ,aid ,assistants will be as provided in paragraphs 93 ,tat 9.13 awl- ire t7u fit alemerHew Ccwxlttions (It' these (;eneral Conditions If OWNTiR designates another representative or a 4ent to represent OWNER at the site who is not � r�'Rvti�F' Coraidti nt "Sent or employee, die responsibilities and authority and limitations thereon of such other person will kie as provided in the 3upptentenirrr} t'emeliti n y pgrowph 9.3 of these General Conditions I(the FNGI\FF„R furnishes a 1esident project sex tz-- m6stants or if the (1 VNE 2 dostunates a Ri:Tresenuttive cr. agetn� 01 ag_ptgvtdtcl. in_lru,graph, f'., of die U41tarat CoiEhunn thine ttejutsentntit es shall lime the authority and limitations as provided in Imragaph 9,13 cif th, tlencial(nkhtwnsandsh:allLie_sibdect„tothefoflowim% 931 The kepie erk(it.tes do 1,ng in matters p. rt unstiv to da on stir a ork wltl, in goers real, h4_with #IC--L1X6FXF,F,R ana _f t )x I BRUT( iR,___ Aut, be Rerfosentaliic will keep the t)t -NI,R prvlvtl} aduscd alxyut such matter;; The Representa?n•e's dealing ,vit}t sufxa+ntr,rc[o ; will onty be through or wi(}t t}ie fu€t knort`Uu and uppioval. of the CM I'K.WTOR ^ ' = I pities aixl keslk osihilitics_ kepresenu_t1n g will ci's I Schedules Review the proore.;s t J( IBC :,6=7Fa+.a6 (� i^,'17nautc t>to k (t'ivo tlrrtwn; 9 g cry {p Op Futt I Cfad,t tic LODIa7CAEli AS rftl.A 420001 ATTENDANCE RECORD PREBID CONFERENCE Project: 5972 South Taft HUI Road Improvement Project Time: 3:00 P.M.Date: April 1;r 2006 Lncatinn215 N. Masnn Cnmmimity Rnnm 10e00-11r3n n m PRINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME &1 nIg - 291 AJ Go //z -48&`i �G C' o✓.c jelly I Sie&e L-Jkr�� IAIW T t' 3a�� 3��1Z �j�oJS/a� 3902 l�eJly.Stee%eLk� e_NA /Al. LIN drG 41�, 3,3_zi�•�z�r i DIM-, L «� J i p 85 � 46o i p7G 303 -72?s f 1 De, 2? 2jLI DDLEP Paf CO-Y L` ./74� 10 �/1 O9 rSbi70- 6(i T - A�'.3930 _ 1OV6(1�kJu t0 3"G�tiir lT�L/f.: Cb�� 9j)q NQA6&pia jjt -qcew q.% 6 , ` k I. ` �< << q e� 1.toc s dine AN o»her..schedules,.Pspsrred... th 00t`1 RACTo R _ and _ , consult.. _ with the F N b,U UR canard[ accent sbrllty, Confsrcrim arrd vieclvrg _ - ,_Atte xd me nn ivithilte COVI'R.ACI OR such as preconstruvIlon conferienoes, proguss meetings and uflrer dab, uarslerznces aril _,px dare_ slid ein. at; copies of of meet ng5. 93231 Serve a4 i NGI_i TRR'S liaison with C O\IRA( TC?l2, workirr incs _IIT thlr'aLh C ors 11 RACE•! O Svugenntmciem. tp atisist the CONTRACTOR understanding the C2ontrnc•t Docmnents. ssist in ubtainme from OWNER Oda mal detadg.....or mformanon when re rvl 1 n j7r er cY x tit n ai LIIC W'prl�. W sI f _ aid COX 'TRAC TQR of the commauemrnl,ai any Work retpuirng, a Shop Drawing or sample ubml.; rC?4.r s bL2f sEd?_n f'a .225 hcis approved by the 11Vt, t\"lid:} 9 3 4 Revsow of W'or A ReJecholl oC I re(egive Work, Inspections and Tests - 93 4 1, Conduct on -site _observations of in dctcmunrn t7 Mork sg prom sngin ayNI? c1atvice K sdj ths; (_unirstet tkxtvnents, ; 93,141. Accompany visiting Inspectors rip.esrntaip,p?uhhc_or„oxher_agZnctzs hayl_g Jurvelict'ion over [hc. Project, record the resUlts Of lrex m,f ctkus_ and, revert t" the IING, I":F;L°dt 93 3 s Interpretagon of Contract Doeuntents,_. Rawer to ENGINEER when elarihic to Ins and m[er urx rnonv of rho C'<x tract Ikxurnents are riecded .and tmnsmtt tc> R.lt;7 E)1; Gtrtrt ttga[run attd inte[t)retauon of the Ctrntract Documents wS i'ssre'd bt [he 1, 3 G_ btodrtilativwts _ Conalelef egaluate ('0"'ORACF0 S su eSnons_ fir Ilk r)i u�3�IF 5t S6".t91 it��,iriu 3t4Rr+0@:Luau Ee�0VI (Ih Fkl l COLD NSMODII I'Al iONN IRI t' 4^.6Sr1) m xlifuaUan to f lrtu mgK or 4precd Fax,alu d rcpxt_th� retiommerxhitio tofNcrrl (,,ER Raurstteh transmit to CUNTitACT()k decisiMs issutsi rn' the T;tvt3L'I1IR 9 3.2.7, Records. <i 3.2.7. s.cxci Recnames, address s -and l phnne_rwmtiers_Of all ~ca�TFirGrrc,t�� A,uhc�, r�ra�k,r� aril major s.upphers of e.Itgpment and materials 93 y R JZgIorts, 1 1$ I I'llimsh FNQJN7•ER periodic rep os, as reclulrecl, of the, prc>j rm-, t f the Work I and OP th i-0,\'TRAG7•taR —, ccnnpltance W101 the,groi e�s,xhzdule and srhedute of _stxp Draiving and sample ilah n tttz;ls, Consuh tilde I NGRNLLJi in Advance of scheduling major tests, tr NStionsolr:kartoftminxt�tntp}vsss<.s,�jtlx Work s,3 Draft_1,ivpcned C'lywlgc orders �_.. ning nnci Work l�llcs•nee Chaneev, ohsairFtng lxthup material lion the C(s+,jRACI'OR nn_cl rcunmrcnJ to I \( NFl"'R Change or e—r 1Gcr,J._ihrc'Lnir_r ltuy grideicl ciders 3 2 t 4 Reru>rt intmechatelk to O%lN[ R the I*ccunenee Of anS' su,:Idsn6.: `+ 3l., Pamerti 3tesjisrsts fie) ietc, iJ.+plicaticnts Por li pvyment will) CON] ACTOR for a)mphance. ttrth the e ktbhahf sl n velure _ for their submission and roe and with ,.recommcndatinn to 3ikt LNF }.l ..nratrrgpatjcularly, the„relitton ship_ of the paymc'ral reclggatul to then schciiuh.,of',rahura, yorl complete) and ,materials and zt%�nent delivered at the sofa hu riot mctxparatrd int# Work-. ta3<'1tF. Completion 9.32I01 Before ENCINTER issues a t ertiticate of Substantial Cottrpletron sulnatil to CONTRACTORa list of observed items r.,.�Uff�{7 '�eGCreGtlGn Gr ll`lt(tn. 9,3,2 1 2. [Conduct fire d imt)e in_thr sx+ntpan , o[_ the _I it.l?v"L C;.R.�Q VN sR and CONTRAC1OR_ and prepare a tinol list of ltercls tp lie ccaYev�ted gar cG�npllted. 9.%,� ltl.-3 Qbscrvz ttmt, al] items rni, the final law have been corrected or completed and make recxmmen atiwu to . F>gGISfiER canctrroin��ccepmnce, 9?3.Lanitationyxf'.Authority 'rho Re„presentnttve clind not: 9 3 0 1 Authorize am deviations from the Ca»ua;,t„}.,h?tiunl;. �2r_._sac.�.�L..Iy._culx;tttyte materials or eggiptnenk unless atarioli4ed by the 13NCr1N};ER. 9.3.3 2 ENceed limitations of F.".6I EliR'S etuthtari n a<s�„ct forth m fh�r��r,•+�t j�xxnmerta-- V, 3 33f_ ndzr , c any of the rGsyx}nsthdincs of tl&, (.t)NrRACTr ,..... u,Ixvatlt }bear;_ tit CONT1's1C'lOJ •Ssupepmerikitt-. 9 30A Advisc on, or issue d-_ itoru telatite tom or assume control _.Gv er , any, aspect of the mtsurs, methods,, teehr}tques, swquer}c0 or procedtae _(or construction untie stich is specdically_callal for in the Contract r)ocumenty, 9335 Advise on or issue drreckons reg,'irdug or avamli wrttrol over siafet precautions .and pr(,,,q I a. in, ecmneefigns with the Work +i 3 3 o ;'Accept Shop Drawings or simple +uknnrtt}Is icon ,anyone other_ than the. C6 k-VC rC}DZ Q3 3 7 luthamic OW NE'R to oceupv the It Ark m w hale or in purl: 1)1,3X Participate... in specialized fidd or Is,Axor uory rests or inspegions conducted_ by othcn ek opt as_ti7eCifie�ally IM OrrUed Eec the Ctarijieatiorrs and Interpretations: 9A, 1:XG[NkLR will issue with reasonable promptness such written clarifications or interlTetitions of the t,JCI}('�`h?d3JtA7 i�i?it$TI04;j 19t9-�d�Fw)Hi�[ivR�3 W OlyY :•FFORls tt LtV' �IUI11F1 C'ATh :Ati {kliY 1.'_aona requirements of the Contract Ikxumems {in the limn or Drawings or otherwise} its I VC1DIy''D'.ER. may determine necessarv, which shall be consistent with the patent of and reasonably inferable from the Contract Ihicuments. Such written clarifications and interpretations will be binding on OWNF,R and CONTRACTO7R If OIN"NER or COArTRACTOR believes that a written clarification or interpretation justifies an adjustment at the C tntrict Price or the Contract Times and the parties are unable to agree to the amcaurot or extent therwC if am trl4i'vFR or CONTRACTOR may make a written claim therefor as provided in Article l I or Article 12 .authorized I'ariakons in Drank: g s L-NGINCiRR may authorize minor variations in the Wvik from the requirements of the Contract Documents which do not involve an adjusmtcnt in the Contract price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by die Contract Documents. These may be aecomplishe i by a Field Order and will be binding on Ott+NER and also on CONTRAM* who slot] perform the Work involved promptly. KO WNER or CON"rRACTC3R believes that a Field Cider justifies tinadjustment in the Contract Price or the (.:cmtraci Times and the parties are unable to agree as to the amount or aatznt thereof, OW\TP t or CONTRACTOR may make a written claim therefor as provided in Article I I or 121 Rejecting Defec* re Work 9 Cr 1:NOINUR will have authority to disapprove or reiect ttWL which TNIGINEER believes to be ckfective,. or that E C.MT ER believes will not produce a completed Project that conforms to the Contract I7cocuinerns or that will prejudice the integrity, of the design concept of the completed Project as a functioning whole as indicated in the Contract T)octiauerts ENt'if13EF,Ei will also hate authority to require special inspection of testirg of the Mork as provided in paragraph 13 9, whether or rut the Work, Is f4brivxtted, installed or completed, Shop Drawings, Change Orders and Pgvnrents: 97 In connection with EN"GrEEICs atabordy as to Shop Dmwings and Samples -see ixffagraaphs 6 24 through (1.28 inclusive, to fi In connection with RMY[NkER's authority as to Orange Orders, see laticles lil 11. and Ii 99. In rzmnection with ENONFE^R's authcnih as I,,Applications for Rtyment, see Atncle 14. determinations for Vnit Prices: 9.1ii hN TINEE:R will detertuine the actual *iarruito and Oassificsuions of I nit Pricy Work performed by t`ONTT%ACTOR I uINEER will revie.v with C'ta'w; l'RAt`CC9R. the V'NOIprelimiimry determinations on such matters before rendering a written decision therem (Dot recrnnntendation of in ;Application 21 for Payment or otherwtsse) fi1vGI1 EE',R's wrdteah dex:ision thercort will ba final and binding upon OWNf:R and COXt7'RACTOk, unless, within ten days after the date of any shell decision, either t WM. ft or OMTRA('TOR delivers to the other and to TENCYLiv`UR written notice of intention to a I from t h,C,1hvEER's decision and: (i) an appeal fr(rn MMINEERs decision is taken within the time limits and in accordance with the procedures $et forth in Exhibit GC -A, Mispute Resolution Agreement', entered into between OkVN71-,R and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, It formal proceeding is instituted by the apiwling party in a forum of competent jurisdiction to exercise such rrglas or remedies as the appealing party may have with respect to EMUNFER's deeision unless otherwise agreed in writing by O<-VM-.'R and COsNNfR ACTOR. Such appeal will not be stibject to do procedures of paragraph 9.11. Decisions on Dhgwtes: 9 11 ENGINHER will be the initial interpreter of the requirements of the Ctatract 1)a:uments and judge of the acceptability of the Work thereunder Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requiremcma of the Contract fhxaimentspet paining to the performance and furnishing of the Work and claims under Articles 11 and i _ in reset of changes in the Contract price or Contract fares will be retcned initially to ll`arli i*.R in writing with a request for a formal decision. in accordance with this paragraph. Written notice of each such claim, dispute or other matter Will he delivered by the claimant to F.\'GR 'F,FR and the other party to the Agreement promptly (hut in no event latex Urn thirty days') after the s an of the occurrence or event giving rise thereto and written supporting data will he submitted w EMMNEER and the %then party within sixty days after the start of such occurrence or evert unless ENCAPvEER allows an additional period of time for the submiscitn o1' oddiion al or more accurate data in suppon of such ctaim, dispute or other matter The opposing party shall subunit any response W HN031N'F.IER and the claimant within thirty days after receipt of the claimant's lash submittal full FIVIENTER allows additional lions). E?IGIN'TsR wip render a formal decision in writing with n thirty days after receipt of the opposing psirty's submittal, of any, in accordance with this panigiaph. EMANI;1R's written decision kin such claim, dispute or other matter will be final anti binding upxm i AV-\IEsR and COi TR_\(TOR unlvsn, (i)' an appeal Uom t:v iL7 Elie decision is taken within the time: limits and in accordance with the p+ ocedures set forth in EN1111M tiC-A. "Dispute Resolution Agreement", entered into letwcen (AVNFR and e'ON TRACTOR pursuit to Article 16, or (it) if no such fhsfnac kesotution agreement has been entered into>. It written notice of intention to appeal from EAc,[SGTiRs written decision is delivered by O kTg1;R or x i FRA('Tt)R to the other and to 1._v.6fN'EER within tarty days after the date of stash dectsiar sand a finual proecreding is instituted by the appealing patty in a foram of competent jurisdiction to ezereise such rights or reinedicw as the appealing party may have with res ct to such claim, disp,utc or other matter ul ncandani:e with afyrlicablc Laws and Regulatcns within sixty days of the elate (1p' such F'VOCCIVNEKAL COMA lt9t.S 191!1-811990 rAuktl -' ,Y€71'YOFRIRI('U1,tXNsio(daig( q'nONS(Rl t I'd€ial decision, unless otherwise agreed in writing by MV l R and CO NiTRACTOR. t)_ 12_ When functioning a imexprete r and judge under paragraphs 9. 10 arks 9,11, ENGiiti'FF.,k will not show ablCmiity to OWNER or CONI RAC1'OR and will not be i1 e in connection with an} interpretation or decision rende ed in golf faith in such capacity The rendering of a decision by UN�Cr MER. pursuant to paragraphs '9.16 or 9.11 with respect to any such canal, dispute or other matter {except any which') ve lien waived by the making or acceptance of rural payment as provided in paragraph 14 15) will be a cxmdition precedent to any exercise by Olk'NER or COM ALTO of such right.,, or remedies as either may otherwise have under the Commet Documents or by Lairs or Regulations in respect of any such cabin, dispute a oiler mutterpursuttra Io-Article-V, 9,13. Limitations on L\WAEER s Authority and Responsibffldtc: 913.1. Neither FNtrINE'ERs authority or resfxonsibtity under this Article 9 or under arty (after provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise a not cxerctse such authority or resgviisibility or the undertaking, exercise or performance of any authority or responsibility by ENC1'vEER shall create, impose or ,give rise to miry duty owed by ENX3MEFR to (s I v fRACiOR, any Subcontractor, any Supplier, my other person or organizattton. or to any surety for ,IT employee or agent of any of them 9 131,2 ENt, [NEfijt will not suNry tsa. direct, control or have authority over or be iespahsiible for ('ONTRACTOWi means, methods, techniclues, sequences or procedures of construction, or the safety fiecautions and programs incident thereto, or for any failure of CONTRA( -FUR to comply with Laws anti Regulations applicable to the fumshintg or performance of the Work E,NL;WEER will not be responsible. for CONTRACTOts failure to perform or Punish the work at a k-ort ince WAIN the Contract Documents, 913.E FNVJV\TT,R will not be. re-,p)nsiblc tie the acts or talks tis of t'Cnti flLkCTO12 or of any Subcontractor, any Supplier. or of any other person or crgunization performing or Punishing, anv of the 4y'or k, 9.13 A INNU a:Ek'srevwNl of the final Application for Payment mind accompxinying documentation and all maime that wad operaunL iautmatioas, sefiedules, �nraemtr.s, Lords aml oenticates of inspection, tests and approvals and other documentation required to be delivered by pmragrnph 14 1' will unlg he to determine geneml1v that their content complies with the requirements of, and in the tax o1 eartihc (s of inspections, tests and approvak that the results certified indicate comphance with, the Contract Doarmertre. 9 13-5 The limitations upon authority and responsibility set forth in this paragraph 913 shall also apply to ENOINEE'N's Consullants, Resident Project Representativc and assistants, ART[C'LE 10—CIi3aNG SIN THE WORK lirl. Without nwalidatity the :igxcement and without notice to any surety, OWNER may. at any time or front time to time, order additions, deletions or revisions in the Work Such additions, deletions or revisions will he authorized by a Written :Amendment, it Change Order. or a Work Change Directive- Upon receipt it any such document, CONTRAC'T'OR shall promptly proceed with the Work involved which will be Moaned under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any. of an adjustment in the Contract deice cm an actiuslmcnt of the C:ontr.mt'Fimes that should he allowed as aresidt of a Work Change Directive, a claim may he made therefor as provided in Article 1 I or Article 12. I CIA CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of t}x Contract Ting with respect to any Work 1wiformed that is not rcyyufred by Ole Contract Document-, as amended. modrftetd and supplemented as provided in paragraphs 3.5 and 3 6, except m the saw of an emergency as lx-ovided in juragiaph 6 23 or in the case of uncovering Work as provid4 in jkuagmph 13,9 Ito 4 OWNIN and C N I RA TOR dull execute appropriate Change Order's recxnmended by ENGINEER (or Written Amendments) coverutg. t0.4.1 dian;,es in Ole Work which are (i) ordered by C)WNTR pursuant to paragraph 1U.1. (u) required because of acceptance of lkfdnv Work under paragraph 13.13 or correcting &fiecrive Work under paragraph 13.14. or (in) igreul to by the pttitics, 1042 changes in the Contract Price or (tntraet ThnoS which are weed to by the parties; and It).4 3. changes as the Contract Price of C'ontraot Times which embod% the substance of any written dectsio>n rerrdeted In L,''ti,(JHN :ER purwant it) pantsaph" I I provided that, in lieu of executing arty such Change ()rder, an appeal may' by taken from an} such decision in accordance milt the provisions of the Contract Poc mteras and applicable laws and ReuAations toll dtuirie any such appeal. C'0ti1R2%C'l'0R .halt oily on the !4'ork =d Where Ur the pax,rtm uhedule as provided in Ixtragroph 6.29. io.5. If notice of any change affecting the general scope of the Work or the pnovimols of the Cilritract f)ocuments WCil('GP, M LC, NUCEtC 1V1P10-A{I 9911 t, olml. w (Iry%)1rIOR10Rtt\S i10111H CAll, 1:761140 (mcludi%, brit not limited to, C'on trad Price or Contract Times) is required by the provisions of any Bond to be given to a surety. die givut¢ of any such notice will be C�ONTRAC'TOks responsibility. and the amount of each applicable I3oaid will. be adjusted accordingly. ARTICLE I1--C:1VVNGt, M C ( W11URACT PRKT. 11-1. the Contract Price constitutes the total compensation(subjeet w authorized adjustments) Payable to CC2ii PRACTOR for pettorming the Work All duties, respomtbilitics and ohli�ations assigned to or undertaken ry C'ONT R.M.M. shall be at C M RAC'7 C)R's expense without change in the Contract Price. 11 2 The Contract Price may only be chaTed by a Change Order or by a Written Amendment, Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the Party making olio claun to the other party and to ENGINUIR promptly, (boot in no event later than thirty days) after the start of the ocaurrenae or eve.ni giving rise to the clahn and suing the general nature of the claim, notice of the amount of the claim with supporting dais shall he delivered within sixty days after [Ire soot of such occurrence or event fume' ENCIINFER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall he accompanies( by claimant's written statement that the adjustment claimed covers all known mnounm io which the claimant is entitled as a result of said oceurmnce or event All claims for adjustment in the Camract Price -hall be determined by EN61\EER in acc(rlitwe with paragrii1+9-11 if OVN%r.R and CO t'RACTOR cannot otherwise agree on the amount invoked No claim for an adjustmi'nt in the Contract Price will be valid if not subuitled ill aa:orJaixe with this 1xira raph I l.'_. 113 The value of any Workcovered by° a Change 0ider or of any claim foe an asljastmcnt in Ilk C'onu.aet Puce will be detennaned as billows: I1.3.1, where the Work involved is covered by unit prices contained in the Contract IA-,amlcm by application of such unit prices to the quantities of the items involved (subject to the provisions of paragraphs 11 9.1 through 11.9 3, inclusive), t1,3.2. where the Work involved is not covered b). unit prices contained in the Contract Documents, by it mutually agreed payment basis, including lump Stan (which may include an allowance tar overhead and profit not necessarily in accordance with paragraph 11-6 2), 11.3.3. where the Work involved is not covered by unit priers conained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11.3 2, on the basis of the Cost (if the Work (determined as provided in paragraphs 11 A and 11 S) plus a C 0NTRNITOR's lee Rir overhead and profit ideternvned as provided in paragraph 11.6), Cost of the Work: I l d_ The term C(w of the Work means the sum of all costs ncces rily incurred and paid by (70\7RACTOR in the proper performance of the WorkExcept as otherwise may be aVrcod to in writing by C)1MR, such casts [shall he in amurtrim no higher iban those prevailing in the locality of the Project, stall include only the following items and Shall not include ar+ of the costs ifemized in paragraph 115 it,4A payroll costs for employees in the direct employ o1 C( N'TIZACTOR in the performance of the %kark under schedules of job classifications agreed upon by 0WNI;R and CU TRACTCOR Such employees shad) includewithout laaniation superintendents, foremen and other personnel employed full-time at the %ate. Payroll costs for employees not employed full-time as the fork shall be apyicatior ed on the basis of their time spent oil the Wok- payroll costs shall include: -but net he limited for salaries and wages plus the cast of kinre benefit, which shift include- social security corstrfxuions, unemployment, excise and payroll taxes, workers' contpclisation health and relarers ent benefits, borstaes, ek have, waenti »m a oftwlidey-pity applicable dwrew The expenses of performing Work after regular working boars, on Saturday, Sunday or legal holiday'$, Shall be Included in the abOre to the extent authorized by ( M'NI R 11 4.2, Cost of all materials and edµripment furnished and anwipoialed m the WonL, including costs of transperiadon imil sip}rage thereof, and Suppliers' field WfMes required in cnriectwn therewith, All cash dise:ounts Shall accrue. to (-`ONTR (,F(.)R. unless )1i'1ER deposits funds with ONTRACIOR with which to make ruyments, in which cause the cash di:aoum,s shall accrue to t_ti11\'}slt. All trade. dix.carrns. rebates and reltinds and returns from sale of stig4tis materials and equilznent shall accrue act (?> % h and{ CON'TKA(17OR shall make provisioaas so that shev may be obtained. 11.4,3 I'aymments made by' CSnVIRaCION to the Sulxolltractors for Work performed or furnished by Subcontractors. If required by t )WA. F;R. i r 4 la), n e rE' UKan e U'�pf IIe:4sS 10.8 11999 E,lau r eu:emlr 01f+6ni1 (,i ird'v'h [td33a it Altus'$ lIV1,2o€m (O I RrAt.JOR shall obtain com}vtiiive bids fnon Subcontractors acceptable to 01ATNE'R and C;t7N"TRciC.70aR and shall deliver such bids to OUNTR who will then determine, with the advice of l tiC P.ILP, which bids, if any, will be accepted. if any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Sulxartractor's ('014 of the Work and fee stall be determined in the same manner as CONITPACTOR's Cost of the Work and fee as pprovided in paragraphs 114, 1 1 S, 11.6 and 11.7 .All subcontracts shall be subject to the other provisions of the Contract documents msothr as applicable_ 1 t 44. Costs of special eonsultonts (including but not limited In engineers, architects, testingg laboratories. surveyors, attorneys and accuunttumts) employed for services specifically related to the th wL 1.1.4.5, Supplemental costs including the following. 11.4.5.1 The uvilorhon of accessary transportations, travel and subsistence expenses of CC3N TRACrOR's employees incurred it) discharge of duties conned with the Work. 1 i-45.2. Cost, including uanspanation and i naintermnce, of all materials, supplies, equipment, machinery, appliances, once and temporary tacilitters at the site and hand tools not owned by the workers. which are consumed in the performance of the !Fork, and cost lots market value of such items used but not consumed which remain file property ol'COigTRACTOR. 11 4 5 3 Rentals of all ccrostruaion equipment and nlachinenr and the parts thereof whether rented Crtnn CO,N`71LACTOR or others in eiccorda cc will reatat agreements approved by OWNER with the advice. of LN(; I NEER, and the cams of uansportation, loading, unloading, untallation dismantling armd removal diereof—all in accordance with terms of said rental agrecments 'The rental Of any $niCh egtapnwnta machinery nr parts shall cease when the use thereof Is Pro longer necessary for the Woik_ 11.4.3,4. Sales, consumer, use or similar tuxes related to the, t{ork, and for whirl) T14iC I OR is liable imposed by Laws and Reeulataotts. 1 1 4.,i i_ 17ejxns is lost for causc.i other than nceheence sN ('();`.I RAC I ok- arty .`;utx�onlradYor or anyone directly or indirectly rmplo%Od by any of them or for whose acts any of them nnae be liable and rov.av papments and tees for hermits and livenscs. 11 A> ;, Lcru-; aaxl damages (and related expertYsa Catrsexl by damage ro the Work, not cunpcnwtcd be ilns2uancc ur othcnvisc, sustained h} CO.NTRACTOR an cinnectidn with the performance and furnishing of the Marl, (except hxwv and damages within the deductible amounts of property insurance established by OVVNER in accordance with paragraph3.9� fmteided they have resuhed (rent causes other than the negligence of CONmm-,TOR, any Subcontrador, or anyone directly or indirectly employed by any of diem or for whose acts anv of them may he liable. Such losses shall include settlements made with the written consent mid approval of C')LtNER No such lcxves, damages and expenses shall be included in die Cost of the Work for the purpose of determining CONHLACT OR`s fca. It however. any such lens ar damage requires reconstruction and ( MIZACTC3R is placed in charge thereof CONTRACTOR shall be lxiid fir services a fee lxoponio into to that statcd in paragraph 11.6,2, It 4 iT The cart of tuditiet fuel and sanitary facilities at the site, 11 A. X %rocs expenses such as telegrams, long distance telephone calls, telephone mice at the site, expressmic and similar petty cash items in eonncwdem with the work- 11.4 ? 9. Cost of prom tuna firer additional ftornls and insurance ttwtuired because of c1stages in the Work 1 15, 'The tern Cost of the Work shall not include an v ot" the following II5.1. Payroll carts and other compensation of CONTRAC;'TOR's otpicers, executives, princilxrls (of parnierslup and sole proprietorships), general manage engineers, architects, estimators, attorneys, auditors, accountants purchasing and contracting agents e raters, timekeepers, clerks and other 1xtsomtel employed by CONT RAC`OR whether at the site or in C ONT RACMR's principal or a branch office for gerneral administration of the Work and not spec+£icilly Inctude,d in the agreed upeai schedule of Viola classifcaticses refetred to in paragraph 11 A 1 or specilk:ai3y covered by paragraph I1.4.4--all ofwhich are to be considered a<trtuiustram e rusts Covered by the C ONTHACTOR2's fee. 115.? Bfvw+ of t'ONTRA<.TOR's ptmcij)A and branch offices other than CONJRat'TC)Rs office at the site. I I s luny 1-milcif r'Ck\TRX'TOR's cal,flUl expenses- Inc:luding interest on ('ON fR 1C I OR'S capital cinploy'ed tclr the Work ,and ehnrgc:i agininst t Y N J] V .TOR.for delinituent rmymenls. 11.SA. Cost of premnwtt; for all Bonds ,ind tar all insunrrxe whether eK n(A CONTRACTOR is rcgwred Iny the Contract Dmuments to purdhasc and nnaintain I&! same Cesc.epr toil the cost of premiums covered by subpanigraph 11.4.5,9 atxrve)- 11 5. , Casts clue to the negligetne of C'O\TRACTOR, any Subcontractor, or ammnc directly or indirtetly employed by any of theta or for Whose ads any of ifwtn may be liable, including but not limited to, the cutrtction of ikjeenre SVork, disposal of materials or equipment wrongly supplied and treating goer[ arl damage to property. 1 15 6. Other overhead or general etTxnse costs of any kind and the costs of any item not specifically arid expressly included in paragraph 11.4_ I L o. The COYMAC OR's fee allarxed to CONTRACTOR for overhead and profit shall be determined as follows 11.6.1 _ a mutually acceptable fixed fee: or 1 I Al if a fixed fee is not agreed ups, then a fee based on the follo%v ng percentages of the various portions of the Cost of the Work. 1162.1. for arils incurred under parugraphs 1141 and 1 1.4.2, tam CONTRACTOR's tee shall he fifteen percent, 1 LC? 2 for cost¢ incurred under paragraph 11 At,, the CONI'R:AC ]FOR's fee shall be five percent, 11.6 2.3. where one or more ties; of subcontracts are on the basis of Cast of the Work plus a tie and no fixed fee is agreed upon, the intent of paragraphs 11-4A, 11.4:2. 11,43 and 11 62 is that the Subcontractor who actuaily perterms or fwnishes the Work, at wiritever net, will be paid a fee of fifteen percent of the coats incurred by such Subcontractor under paragraphs l l A I and 11.4.2 and that any, higher tier Subcontractor and CONTRACTOR will each lx paid a fee of five pereeant of the nnroant fell to the nex£-lower tier Subcontractor; to be negotiated in gexxi With with the (AVX 1 R-hut nine lei exceed l Ay't percent of t}te aptc um pail to the, n m lower tier, Sgh;annactor, I I C2.4 na fee shall be payable on the lxisis of axis itemized under paragraphs 11 4.4, 11 A and 11-5; 116 1 i the amount of credit to be allowcd by ('+: f kA('] OR to (Ak"N R for any change Which . results in a netdecreaw in cost will Ix the arneaant Of the actual net deraease in wst plus a deduction in ('O\'I'I<A(.1'OR's fee by an amount eeitml to live percent of such net decrease; and 116.2.6 when both additions and credits are Involved in any one elxalige, die adluunnent in c'C?TRAC TOR's fee, shall be conitluted can the basis of the net diangc in accordance with fragraphsI 1.6.21 thrvugh l t6.^ c, inclusive. 11.9. Menever die xwx of any Work is to to h CDCGk;.kt,K,U.CUK)111 ;v's,leno-R(i D`r1 I'Altaii is n (l IV OF H $K 1 0: if LIMV10I)IICA'II'rNIFF.-:NIN11 determined pursuant to pamynphs I1 9 and 11.5, C'O,VfRACTOR, will establish and maintain records thereof in accordance with generally accepted accounfing practices, and submit in Exam acceptable to ENOINIFER an itemized cost breakdown together with supporting data. Cash: itlannuaces: I I.S. It is understood that CONTRACTOR has included on the Ckntract Price all allowances so named in the contriwl I)ocutnems and shall cause the Work so covered to be furnished and performed for such Awns as may be acceptable to OWNER and E NOINEER cmaRAC TOR agrces that; I1_8,1 the allowances include the cost to CX)NT1L%( rOR (less any applicable trade discuunts) of materials and equipmem required by the allowances to be delivered at tthhe site; and all appfi table taxes; and CONTRACTOR'S costs for unloading and handling on the site, lalxu, mratillanon costs, overhead; profit mid other exjvnscs contemplated for the allowances have tkvn included in the Comract Price and not in the allowances and no demand for additional payment on account of arly of the foregoing will he valid P for to final pagznent, an i1pprOplUne Cluusx Order will be issued as recommend d by FNiINIiFR to reel"t actual amounts due (A)INTRX, 1 OR on'aeceunt. of Work covered by allowarn.ex and the Contract Price shill he ootrespatdatgly adjusted 11.9. hair Price ) ork: 11,9 1, Where the Contract Pocuments provide that all or part or the wotk is to be Unit Price Work, initially the Contract Price will be deemed to include. feu all Unit Price Work an amount egtwl to the stint of the established unit prices for each separately identified item of Crat Price WVeuk times the estimated quantity Of each item as indicated in the AgNentent 'Ibe estimated quantities of items of Unit price Work are rot guaranteed aril are SO1ely tar the purf ose of usmptnnura Of Bldt rind determining an initial Contract Nice, lnuennirauuduts of the actual quantities and clas%ificationt; Cif unit Price Berk performed by t'iliv'Ili_ir'TunR will be made by fNGlNTTR in accordancxwitftparagraph`? K) 119.2 hadm unit price ceill be dccmed to include an amount axxtsidcred by ( t \71 RACTOR to he adequate to corer CONTR AC'If)R's or-erhead and profit for each ,epamlek identtied non 11 91 t A VFk or CO\ 1 RACf OR may make a claim for an adjurtmere in the Contract Price in accardance,vttliAluele 11 it, €1.42.3 1 the quaidatI of any item of Unit Price W,vk pertlinatd by CO fRACTOI. thffccm materially and significantly from the cs6mated quamrty of such item Indicated in the Agreement [i3� Its r;e�AHRALtiXr'et rrttVhS t�rtt-tl rt9i+P i;.a0ri31i w'r 1 r1 or FOR I t �flAX', NUMI It Att£INS rat VI NOM and there is no corresponding adjustment with respect to any other item of Work: and 11 ,933. it' CONIRAC" lOR believes that CONTRACTOR is entitled to an increase in Coatmel Price as a result of having insured additional expense or OWNER believes that OWNER is entitled to a decrease nn Contract Price and the pubes are unable to agree as to the amount ofarty such increase or decrease. 11 .934_ 7YccFthat the OWNER has the right to add or delete items in the I3id or chain e grant firs at C)lt ER'S note a LAcretiolt wdhout affect%__&r � crgract Prime of any.. remaining ,item... eo Inng.,.aa the dOction_or add hn on does not xcesd twenty tired of the aigkRL! cal Comms i Price ARTICI,E I2--C IlAiNC,E OF(:ON'I'RA(:T TI FFS 111 the Contract 'times (or Milestones) may only be ehm*cd by a Change Order or a Written Amendment. Any claim for an adustmem of the Contract Times for M11010neS) shall he 601SCd on wTinen notion delivered by the ]arty making the claim to tl-x other ]arty and to I'"siGINEF'R promptly tout In no event later than thirty, days) aficr the occodance of the event Facing rise to the claim and stating the general nature of the clairn Notice of the extent of the claim with supporting data shall be delivered within sixty days alter such oecurmce (unless I,NCANHl:R allows atkiitional time to ascertain more acctnate data in support of the claau) and shall be accompanied by the claimant's written statement that the ;adjustment claimed is the entire adjustment it) which the claimant has reason to believe it is untitled as a result of the occurrence of said event. All claims for adjustment in the C(Attrac't Times (or Ivhleaories) shall be deterni ned by ENGINUR in accordance with paragraph 911 if OWNTR and C0\T1b% TO'R cannot otherwise agree_ No clam for an adjustment in the Contract I€mes (or Milestones) will be valid if not subinitkxi In accordance with the requirements of this paragraph I 1. 112- All fame limits statexl in the Contract I )oc4ar eaats are of the essence of the Agreement 12.3 Where CO\TRACTOR is rreventcd front completing any hart of nix^ 'Mork within. the C'oniract �i.imes tot Milestones) due to delay heyord the control of C::ONJRACTOIL the Contract Times far Lhle t7nerl will be extended in an amount equal to time lust dui- to such delay if It claim is made therefor as provided in nam,��„rra h 12,1, Delay;; beyoml the c ,trol of ('ON '1 ACTOR shall induole but nor he hmaixl to. acts or neglect by 04t \TR. acts er neg]Ni of utility owners or other contractors perfcmning other work as contemplated by Article 7, fires, floods. cprdunics, abnormal weather 00miitions nr acts of C+o d Delays attributable to anal witlim the eonuol of a Subcontractor or Supplier shall Iv decmo d to bc delays within the control ofC'ONITRACTOR, 12.4 %here CONTRACTOR is prevented front completing any part of the Work within the Contract Time. (or Milestones) due to delay beyond the control of both O1XNER and CONTRACTOR, an extension or the Cornruct Tunes (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRAe'TOR's sole and exclusive remedy for such delay. In no event shall OWNTM le liable inn CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any at' them, for damages arising out of or resulting from ('i) delays caused. by or within the control of the o t)N7`RACI-O!t or (n) delays beyond the control orboth parties including, but not limited to, fires, flixrcls, epidemics, abnormal wcuthcr conditions, acts of' God or acts or neglect by utility owners or other contractors performing other weak as contemplated In Article 7. NRTfCLE 13- I`E-STS ,AND INSPYCTiONS; CORRECTION', REMOVAL OR ACCEPTANC'F OF DEf'ECT! t l: W ORK 13. L Naice of Defects: Prompt nonce ofill &,jective Work of which OWNER or Ite,61NEER have actual knowledge will be given to CONfRAC'TOR. All defzcrive Work may, he rejected, corrected or accepted as provided in this Article 13, ,ItcceSs to wog.: 13.^< o1VN"[ R, ENGINELIZ, L'NtXNE1:R's ConsultanK other represenhatives and personnel of OWNfhR, m&penduu testing labormoriesand gxvermnental egeac its with jurisdictional interests wilt ]nave access to die Work at reasonable times for their ob rvation inspecting and tesutrg CONTRA(,] OR shall provide them proper arxi safe conditions for such recess and advise them of LCINTR,V T0R`.s site safety procedures and programs .so that they may comply therewith as applicable Teats and Inspections 13.., C'ONTR 1C'TOR shall give EN(: INLER, timely ❑auce of readmev, of the Work for all required inspections, tests or approvals and shall cooperate with in peetton mid testing personnel to faciltunc required inspectionsor tests_ 13.4 OWNf-,R shall employ and Ixo. for the services of an itoeppcndent testing 12bc1T1lt0tV to perform itll. mspca.tlons, tests, or approvals required by the Connmt Documents except: 1114 1 for in-SINT(ionw, pests tT approvals cooered by pxlrigraph 13.5 below_ 13.42. that costs incurred in connection with tests or mspeatk'Srtc conducted pursuant to paragraph 1,3.9 I JCD(' <4`t KAL C+'o'vaplTl, IN", H 19-s (1 J`)v lithe so! n 0 1'Y t W I OR i C IJ I AS A11 )t3nd r'Alh INS E81 t12oot11 below shall Iv, paid as provided in said paragraph 13.9and 11 4.3_ as otherwise specifically provided in the G:ontmcl Documents, 133, 11Laws or Regulations of any public body having Jurisdiction ction require any Work (or port thereor) specifically to be inspected, tested or approved by an employee or other representative of such public body: CONTRACTOR shall assume full responsibility fla arranging and obtaining such inspections, tests or approvals, pay all cogs in connection therewith, and furnish HNtl1.NErR the required certificates of inspection. e- approval. CONTRACIOR shall also he responsible fix mmngink and obtaining and shall pay all costs in connection with any utsp, Aotws, tests or approvals tequied Liar OWIvIks and I 1:1JCi NHH's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work_ 1.3.6 If any Work (or the work of others')that is to be inspected, tested or approved is covered by CON'TRrACTOR without written concurrence of E'NGJNIiER, it must, it' requcsted by 1 nr3I:h3IiR, he mwovcred for observation. 13:7 t meovering Work :is provided in Ireragraph 13,6 shall be at (ON'IR-ACIOR's eNpenw unless (70NTRAC.MR has given KNOINHER timely notice of CONTRACTOR's intention to cover the same and I,A6Ist;fih has riot acted with reasonable promptness in I'esponse It) Such notice. 1?aeervering Work: 13 S_ If any Work is covered ccntrary to the written request of 1-"tiGff7FM— , it must, i( requested by ENt;l\LER, 1)c uncovered for ! TM31X,1<ER's observationn and replaced at<'6%fRX( ft7R's e�ense. 13.9 11'ENUINEER considers., it necessary or advisable that covered Work be observed by ENr3LNEER or inspected or retied by others ('6NTRAC'(')R. at I`, <;INEER's request shall uncov(Ir, expwx- or otherwise make available for observation, itupecbon or testing as laNOINE&:R may require, that portion of the Work in elueglom furnishing all nedess<iry Labor, material am1 equipment. If it is found that rich Work is Ji/eclive, t ONJ'RACI OR >Ihall pay all ekitms, "Is" ].eases and damages causer') h} arising rout sal' or ressuhin, From such una wering, c.q)osurc. robservution. inspection and testing and of s ist'artory replacement or reconsrruciton, (mcludinv but not limited to ull costs of repair or rophatement of workof oothers)_ and O N ;k shall be entitled to an appropriate decrease in the ('contract Itice, imp , 11' thv pushes arc tuttible to agree as to the atmowit thereof may make a claim therefor ;va provided in Article II_ -fr. however, such 1Nok is not found to be defective, r'r )M-R CI OR. shall be allowed an increaw in the (7onRact Price or an extension of die (Acxntract Times (r Mileswnes). or MIr directly attributable to such ,7 nruxwering exposure, observauai, inspection, testing, replacement and reconstruction, mil, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in .roles I I and 12, 0117"VE t d/ay Stop the Work: 13.1e. If the Work is tkrechiv, or CONTRACTOR Fails as supply sufficient skilled workers or suitable materiais or eauilunent, or fails to furnish or perform the Work insuch It wuy that the completed Work will conftxni to the contract Dox:uments OW'�IER may crier CONTRACTOR to stry� the kkksk, Or any portion thereof, moil the cause for ZT, order Ira been ehmt rated: however, this right of OW ti BR to sto n the kk ork %hal I not give rise m any duty on the part of 0 V ER to exererse this right for the benefit of COt4'TR_kC'f OR or any suviy or other party. Carreeriax or Removal of Defecilve Wort . 13_I1_ If required by I NMINEER, CONIRAC"I`OR shall promptly, as directedi, either correct all de /eeave Weak, whether or nit fabricated, installed or completed, or, if the Work has been rejected by ENC'INEER, remove it from the site and replace it with Work that is not defective. CON 'RAC°fOR shall pay all claims, casts losses and dameges caused by of resulting lxomt such correction or rnioval (including but not haired to all costs of repair or replactnim t of work of others). 13.12. C,arreetion Period: 13,12 I If widen one year two years after the date of Substantial Completion or such longer period of time as may be prescribed by haws or Rebnihatans or by the terms of any apphcAle special guarantee required by the Contract Documents or by any spa:itic provision of the. Contract Dociuments, any Workis found to toe drfccriv, CO.\,IIRACTOR shall promptly, without cost to (A'ivER and in accordance with OLi ER's written ifnniductions. (I) correct such tkfecirve Work, or, if it has been rejected Iry OWNEX remove it from the site and replace it with Work that is not defctive, and (it) xatisfactortty cones or remove and replace am damage to other Wotk or the work of others resulum , therefrom If c'i )VI R yC'7, jR does not promptly comply with die terns it such trvtntcuons, nr in an emergency where ddav wdiuld cause serious risk of loss or damage. fork XER nary have the skJi+c-five Work corrected or the rrlecrted kk cxk removed and replaced, and all claims - cost,. Ic= x aril dmiaages, caused by cu resulting born such ron;v.,al and replacement (including but not lianited to all costs Of repxiir on replacenicid of work of either,) will Ix paid fn• t YA% f k kV! fO1< 11 I'."_ In special clrcumstanuy when It particular acm of cyuipmcnt is placed in continuous wrvicc before Substanual Completion of till the kkorL die .xrrrdr-tion period for that item may star to run from an earlier due if so provided in the Specifications or In Writien Animdment I: I ' I -Where dejecove Work and damage to other ar na'r al,bFli.,ll vSt1l irU'sS lR3+aS ifa'3C t'dlnatri IN vanYI)vlittattui.l.NS MONIc N IONS,Rr4' I20oM Work resulhrig tierefront) has been corrected, removed or replaced under this paragraph 13.1', the correction period hereunder with respect to such Work will be exidmded for an additional period of ~-y� two_,y„epis after such correction or removal and replacement has been sansfhetorily completed icceptance ofDefectiw Il%ork: 13.11 If, instead of rtquiriug correction or removal mid replacement of dzpecnve Work-,O14'NTR (and, prior to E-NTORNEEKs recommendation of final payment. also I NG1tiEER) prefers to accept it, OIAN[;,R may, do so CONTRACTOR shall pay all cleans, costs hoses and damages nnribumble to OWNEWs evaluation of and cetermmation to accept such defectve Work (such costs to be uppraved by I;NOMER as to teasotta6leness), If any such acceptance occurs prior to 1 NOINhf R's recommendation of final payment, a Change Order will be issued moorparaung the necessary revisions in the Contract Documents with respet to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract price, aril, if the parties are unable to agree as to the amount thereof, OWN' R may make a claun therefor as provided in Article II- It the accefiance occurs after such tecrnimendation, an appropriate amount will be paid byf'OvT12AOTft}R toOW 4ER, 0WNNTR Mar Correct Defective Work: 13,14, If COxN'TkACTOR. fails within n reasonable time after written notice t'rorn HNGI FER to correct defecfivv Work dr to remove and replace rejected Wa k as requited by d NG IN EER In accordance with paragraph 13.11. or if CONTRACTOR tails to ptsforu the Work in accordance with the Contract Documents, or of CO 'TRAC'TOR fails to comply with any other provision of the Contract Documents, C?',4NER may, after seven days' written notice to C'OIv`rRAC'TOR, coneit and remedy am, such defaeichey. In ev'reisimg the rights and remedies under this paragraph OWNER shall procoecl expectiuousty, In connection with such corrective and remedial action, QWCLk may exclude C'ONTR4,1CTORfroru all of �zut of the site. take possession of all or part of tie Work, utd Suspend CONTRf'ACTOWs sennices related thereto, dike p{issession of CONTRACTOR', tools, arj) in we,, construction equipment and machinery ar the site and incorporate in the Wort: all materials and equipment stored at the site or for which Ol NER has paid C'O' ElLACTOTR but which are stored elwwbe'e- CO\TItWfO R shall tallow OWTZ?lt OWNIA's representatives. iazents and employees, (A1,N ;R's ether tradax, conand €: +.;f4fa,f R and 1!st31NFTI;'s Consultants scow; to the site to enable r?lL`\t} R to exercise the right, and remedies under this paragraph All claims, casts, losses and damages incurred or sustained by OAC'vl*.1Z in exercising, such rights and remedies will 1x charged against t UN-1 RAC"(TR and a Change Ceder will tx issued trwolpontung the necessary revisions fin tw Contract Ixxxnnen€s with respect to the Work, and 01 NE,k stall be entitled to an appropriate decrease in the C'<xaract price, aril, ifthe parties are unable to tigrer. as to the amourit tiercof. CMN'FR inay make a claim therefor as prow idexi in Article I I. Such claims cosh rows and dameges will hxclude but not be limited to an costs of repair or replacement of work of other destroyed or damaged by correction, removal tr replacement of c ONTRAM OR's defecnve Work. (A NTRAC'TOR shall not be allowed an extension of the Contract Tunes Tea Milestones) because of arty delay in .performance of the Wcxk attributable to the exercise by Q1VAk of CAv.A,Eks rights and remedies hereunder. ARTICLE 14--PAYi ENTS TO CON't'R ..70R AND COMPLETION Seheduleof tWuesr 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account Of l-mt Price Work will be based on the number of units completed. .Application for ProgrewPakraent: 14?. At least twamty days before the date established for each progress payment (hut not more often than once a month). CONT1'RACTOR shall submit to E"NGiNEER for review ;m Application for Payment filled out and signed by 4 %TRAC OR covering tfie Work completed as of the date of the Application and accompanied by such suplxxtine clo eumerltatio n as is required by the ("ortract Documents- If payment is requested on the basis of materials and equipment not incorporated in the Rork but delivered and suitably stored at the site or at another location agrc.:d to in writing, the Application for Payment shall also be twcoornptuned by a bill of sale, invoice or ether documentation warranting that OWNER has received the materials atxl equipment free and clear of all Liens aril ewiderae that the materials and equipment are coyeled hit- appropriate propertu insurance and other arrangements to Protect OWNIJCS merest therein, all of which will be satisfactory to Ol4"NTUZ- The amount of riamnage with resspeet to progress payments win be as stipulated in the Agreement Any furuls that are withheld by the OWNER Shall 1101 kk Subject rosuhstttuuon lay the t `t>_'v'[ I21t'1_t iR with securnies or any armngemments. ins art irk ?n r;c^row Or custodinnship By executing the application for payment cyan the CONTRACTOR eNpressbwane}Illsi Iht to tile. 1xneIiv; oI t oarado Revise{ Slaintes, Section 44')1.1HI r C)NTJ14(T0R'v litiu only of Title: 14 , (%)N f k ir'l 0R warrants and guarantees that title tc� all Itiork, materials and equipment covered by an} \I plmiijon la r payment whither m-oiporate,l in the Protect ar not. will ass to OWtiEk no later than the time tie' ptytnaat tree and dear )full Liens. Ro iew oaf, applications for Progress Payment. 144 ENGINEER. will. within ten days aaticr receipt of each Application for Miyment, either indicate in outing a �,aclrc (7�.'v"E I;.1L Ce �'-`11)nitt,`vS t§10-X {I9Ja r,�ifiali w"l I r car- t,, err 0)IJANs NIe DWICAniAs tai v 1:2naD reek-Anmcuiation of pa)tnem and present the Application to 0A'NF;R, or return the Application to CON717RACTOR indicating in writing r G1N1ER's reasons for refusing to recommend paymtentin the latter case, C(.)NTRAC'rCiR may make the necessary corrections and resubmit the Application Ten days after esentation of the Application for Payment to OW.wkh ENGTr Lk' s ecommendation the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR. 145_ FINOINFFR's recommerukation of any payment requested in an Application for payment will constitute a repruentrtion by VMYINHER to OWNER, based on } NGIl1EWs on -site Observations of the executed Work cis an eaperienered and qualified design prurmional turd on t NUINEER's review of the Apppplication far Payment and the accompanying data and sehedtales, that to the best of ENOINUR's krictvledge, information and belief 14...1.. the Workhas progressed to the point fndicatcd, 14.5?, the quality of the Work is generally in accordance with the Contract I7ocuinetus (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results Of ally stalueriterrl tests called for in the Contract Documents, to a final detenninatfon of quantities and classifications for k nit. Price Work under paragraph !) 1(1, and to any other qualifications stated in the recommendation), and 1413the conditions precedent to C° ONTRACTOR's being entitled to such payment appeal to have been fulfilled insofar as it Is l NGANEER's responsibility to observe the Work. However, by recommending any such payment LNOI' UR will not thereby be deemed to have represented that. (i)exhaustive cr cemtinuous era -site inspections have been made to cheek tite quality or the quantity of the Fork beyond the responsibilities specifically assigned to ENGINEER in the Contract i�'locuments or (n) that there may not be other matters or issues between the Polies that might entitle CON fRAc TOR to be paid additionally by OWNER or entitle Okk".v,I:k to withhold Iravment to CONI PAf TO1Z 14o l:NGIRLI3R's reaammendation of any payment - including Meal pa}anent tell not mean drat EIs.CiINEER is responsible fix t'f NTRACTOR's means, methoxls� technigttes, sequences or procedures of col-siruction- or the safely p€eatulions and programs incident thereto. or far any failure of c`r VI-RACTCJR to comply with Laws, aril Rrgmlalions applicable to the hinishing or performance, of Work. or fbr any failure of r ON] R1CC I OR to perform or I'mmsh Work in accordance with the Contract I )ocuments. 147 1?''itrl P<T C;R may refnse to recommend the whole or an} part of ate} payment if. in ENGINEERS opiniom it would IV incorrect to make the represemanon, to ATTENDANCE RECORD PREBID CONFERENCE Project: 5972 South Taft Hill Road Improvement Project Time: 3:00 P.M.Date: April 1;, 2006 nratinn•919; N Masnn rnmmunity Rnnm 10-00-11:30 a.m PRINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME 2esD�rc�s 2sOIJ rce s 223 - 3 t S i Co�. ti�Ll co, C0.w-ne 5 j�0 t� � � 9 70 162 Serv�'co Woe 1'rui d�•, Le% so363�' 3)6 S � g , $325' _ f n-��,t,� Jam` ;D.r3ak33��38 ?o-3��a323 ?D-35�G-�3� ,�%Ilse��GNs>-cam /3/LL SeWRA 4 //�� 6Va �XCjI✓ ZI.4i 09 A e . /3 36y/2o _GG?-Zt7g j?o-GG7-Z/93 1301_sakACJer •Cov>s.QE&-* ,o.J �dVCC d� Co �eom 8oS3 S r ` i �ar �d rlSo-vl 'W!B ,�� V ✓r 2 �i 1 K�tr yv9/ 970. q�t. qa�� 9ar�.s�rov1g-. c►� l� "j"1 (AVNER referred to at lerabraph 14 UNGI FER may also refuse to recommend any such payment, or, lxeaauso of subsequently discovered evidence or the results of subsequent inspecu ns or tests, nullify any such payment previously recommended to such extent as may, be necessary to RcV;lNFER's opinion to protect OWNER from loss because, 14.7.1, the Work is thfiective, or completed Work has been damaged requiring wrrection or replacement- 14,T2. the Contract Price has lien reduced tw Written Amendment or Chance Cider, 147.3- OWNER has been required to erect *r0etive !'Fork or complete "-oxk in accordance with paragraph 13,14. or 147.4. ENGINUk has actual knowledge of the occurrence of arty of the events enumerated in paragraphs 152.1 through 15.2.4 inclusive. OWNHIk tray refuse to make payment of the full amount recommended by PNOINFFR. because 14 T5claims have been made against OWNER txi account of CON 7R Ao I o s performance or furrushis! of the Rork, 14 Z6_ Liens have b"it filed in connection with the Wore except where CONTRACTOR has delivered a specific Pond satislactory to OA'aFR to secure the satisfaction and olive h>arge of such Liens, 1477 [here sine other 'r ens crnitling Ol ' of R to a : t- off against the amount recomntendecp or 147.8 OWNER has actual knowledge of the occurrence of anv of the events ema aerated in puagraphs 14.7,1 through 14.7.3 or paragraphs 152.1 through 15 "-4 mclus ye; Nit 0"NE l trust give C ONTRIVIQR saanediate written notice (with a copy to EN(!l\I;FR) status die reasons for such action and promptly fxty CON CR.ACTOR the amount e+ withheld or any_ adlustmern thereto agreed to by OIVN'ER and C1ONIRACTOR, when COA,TRACIOR corrects to 01i"\3.Rs satisfsci ion the reasons Parr aUch action. Substantial Completion: 14_S When (*ONFRA(70R considers Ihd: entrrc ieiork read%- for its intended use OONTR: CTOR shall notify (A0I-'I R and F-M11%,Else in writing that the enure W k Is :>trbswnuafly complete (excopt for items pectftcalty hued by M(\ FRAC'H M as incomplete) .inch request that 1 \r;tNl l[R issue a ccrificate of Substantial (e�mlil pan SkhUnn a roam nablc Little tltcieaftcr- MVNI-k, CONTRA(!] NT RA(l OR and shall make an inspection of ale Mork to deternainc the status of completion ff F\t N)+R does not ccwtstdcr tlx Work substantially aauplete, t:AGINEhR will notify t'c)_ALk�C1uR in writing giving the reasmr, therefor If F%,WsFFR 9ta �:,rnt-t31?I H,%t eZU11F*�8nttt % tunstflNuru �V-47 i1 irl E i?t21 i Ol t I'riM1lUt>S1 It 111i1`nS RI C 1^. i)(to! c:onsidars the Work sulxtanstialty complete. Eic1G1i4F.F.R will prepare and deliver to OWNER a urntative certificate of Substantial Completion which shall fir the date of Substantial Completion. shore shall be attached to the certificate a tentative list of items to be uxnpleted or corrected liceire.. final payment OWNER shall have seven days after receipt of the tentative certificate during which to snake written objection to FMINEER as to any provisions of the certificate or attached list If. after considering such objections. EING[NEER concludes that the Work is not substantially complete. ENGEN EfiR will within fourteen days after submission of the tentative certificate to OWNER notif , CONTRArToR in writing stating; the reasons therefor, ff, after consideration of OWNER'- objections, FNGINFER considers the Work substantialty eosmplet, ENGINTFs}iR will within -rid fourteen days execute and deliver to OWNER and CONTRACTOR a defirutivc certificate of Substantial Completion (with a revised tentative list of steins to be completed or corrected) reflectingg such changes from the tentative certificate as ENGl'hi -x bclicves justified after oonsiclerntion of am- objections from OWNER. At the time of dchvery of the tentative certificate of suhscamiah Completion FN'Cx1NFFR will deliver to OWNFk and C ON'rR.ACIOR a written recommendation as to division of responsibilities }wading fuel payment between OW kilt and CONI RACTOR with respect to security, operation, safety, mamtcnan ce, heat, utilities, insurance and warranties and guaransees. Unlexs OWNER and C(TNT itAtrfOk met otlenvise in tvritin� and so inform FNGINEliR in writing prior to HNC INMR's issuing the definitive certificate of Substantial C'empletion, Fi\CxfNFY,R's afoaesaid rucmtmendation will be binding an OWNER and ('ON IRACI'OR until final r4yanent. 149- O1i^vMR shall have the right to exclude CON'MAC7OR from the Work a6er the date of Substantial Completion, but r_1WNER -hull allow CON7 RACTOR nuso ruible access to complete cx correct stuns out doe tentative list, Partial Uti/iWtiont 14.K Uw by OWNER at O",NF'R:s option of any saistantt`ally cxxupleted fart of the Work, which Q) has specifically born. identified in the Contract Documents, or hi,) OWAR, ENGIN :I R and CONTRACTOR agree constitutes a separately fimenoning, and usable part of the Work that can be uxcd by i A\ I:R for its intended prapom without sagralwant intertereno-t with CONTRACTOR's performance of the remainder of the Work, may be aceuniphsled prior to Substantial Cetmplction ofall the lt,4vk -Maly Ct to the following. 14 1U I.OWNER at any time ntav request CONTRACTOR in writzno to permit ( WNER to use any such part of the Work nhi h Ol\ NFR believes to be ready for its intended use and suWanfially uuuplete. 1l % r) 1 R 1C113k agates spats Lich pearl of the Work is substamaall5 complete, (,c)N rRACT(.)R will certify to Olt'sdip and t\:'GC. FI:R that such M. rt of the V1 ore is suhimimally, complete and request f.\C INE,,ER to issue a certificate of Substlmugl Cnmpletiowt fi>r that part of the Work CONTRACTOR at any time may notify OW NT-,R and ENO INT.FR in writing that CONURACFOR considers any such part of the Work ready for its intended use ana substarially complete and request 1NIc NrER. it) issue a certificate of Substantial Ccmnpiction for that part of the kk ork. Within a reasonable time after either such request, OWNER. CONTRACTOR and BNtpINTER shall make air irtlitection of that part of the Work to determine its status of completion. If ENOINEFR does not consider that part of the Work to he substantially complete, ENGINFER will notify' OWNFR and CONTRACTOR in writing giving die reasons therefor [f CtiCIINFF3R cxnsiders that i mrtof lite Work to be substantially complete. the }rovistorns of paragraphs 14.9 and 14.9 will apply with respect to certification of Substantial Completion of that part of Ole Wok and to division of responsibility in icsf t thereof and access therero. 14 10.2 No occupancy or separate operation of Part of the Work will be accomplished prior to compliance with the requirements of romSorph 5-I5 in respect of property insurmrice. final limp"lian: 14.11- upon written notice from CONI'RAtl'lOR that the entire work or art agreed portion thmzof is complete, ENGUNLER will make a Penal i aion with c5(fiNEN ant! CONTRACTOR and wilt rxiu v COM RAt_TOR on writing of all lanniculam in which this inspection reveals that the Work is incomplete or alefecma CONTRACTOR shall immediately take such measures as are necessary to complete such work orremedy. such deficiencies. F+nal.9pplkation jorPayraent.• 14.11 After CONTILACTOR has completed all such corrections to the satisfaction of F_"N[3 XEER and delivered in accordance with she Contract Documents all maintenance and operining instructions, schaiules, guaramaes, Bonds. certificates or other evidence of insurance required by pan raph5 4, certificates of inspection, narked -up record documents (as provided in poragmph6.19) and other documents, COYrRACTOR may make application for Erwl payment fonllowine the txncodyne for prress pa} meets- The fora! .%ppfacatio n far Payment shall be accompanied (exceptas previously delivered) by: li) all documentation called for in the Contract Documcote, including bit not limited to time evidence of insurance, regttired by sub}xaajnaph 5 4 13. 60 consent oif the surety, if any, to ['trial payment. and (iii)copfewank;owintiers (satisfaewry to ( A NEE) of alt Liuis arising out of or filed in connection with the Rork. In lieu ohsuch releases it waivers of Liens and as apri-oved by OW.\]>R.. CQx:"f R.A(' J OR may famish rtxeipis or releaws in mil l and aflitEavi of C [ l q'R.1CT0'R tf al O the releases and receipts include all labs, svrvices. mailenal anduluipmen[ fax which it Lion could be filed and riij all payrolls, material and equirnncnt bills. and other indebleduess connected with the Work, for which f)li tiCR or Ob1 M lk's Property in 4A in any way, he responsible have been paid or 1, henyise satNtletl h f any, Subcontractor or Supplier flhils to harmsh such a release or receipt in till, CONTRACTOR may furnish a Bond or other ctlfatenI satisfactory to OWNER to indemnify OkVN R against any Lien, Releases or waivers of liens and the co,..„,of consent he surely t ,. Pmalixe vmem_, arc to be submattecl on ibnns contotmf�the format of the Okt'N LR'S 'tanJard loans bnumf iii_the Project marital. I inal Payment anddeceptanee: 14.13 If, on the hasis of f `a[,FNEER's observation of the Work during construction and final inspecdon, and EN€ INVER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, FNGNE.ER is satisfied that the Work has been completed and CONF RACIFOR's other obhga'tnnis under die Coniruct L)ueulneads have been fulfilled, ENOINFFR will, within ten days after receipt of the final Application for Payment, urJicate in writing hNGltihER's recommendation of payment and present the Application to OWNER. for payracat. At de same timeENGINEER will also givewrittennotice to OWNER aril C'OVTRAt"TOR that die Work is acceptable subject to the provisions of paragraph 1415. Otherwise, kiNUINEFR will return the Application to tYfNTRACTOR, indimungin writing die reasons, for refusing to recanniend final payment, in which ct e COI TPACTOR shall make the nece'<tsmy, corrections and resubmit the Application Thusy days after presentation to OW'NhR of the Application and accompanying documentation, in appropriate form and suhe wnce and with I N'G[NF.'liR's recommendation and notice of acceptability-, the amount recmnmended hu, ENOTI EPR. will become due and will be paid by oillNER to CONUACfOR sufdc[.t_tct par,agn;pit 17(?'_ or.lbese [iencml Conditions, 1414 If through no fault of COti MACTOR, final completion of the Work is significantly delayed and if INGINEER sa octet ohs, OWNER shall, upon receipt of C(—Mr ,ACT()Rs final Application for lkayment anti recommendation of FMINIUR, and without terminating the Agreement, make payment of the txilance one for that portion of the Work fully completed and accepted. If the remaining balance to b, held I>y OWNER fox- Work not hilly completed or corrected is lass than the retainage stipulated to the Agreenien and t' ].fonds have been furor Jted as required in pantuaph 5 I, the: iwitten convent of the surety' to the payment of ttc balance due for that portion of die Work folly wnlpletcd rind acre-ptcd .,hall be, suhnnted by, Cxa\flR•At FOR to f isl`4bCR c%ah the Application fox ,tacit payment such payment stall be tuadc untikT the tenor and conditions goveming Emil pntyment, ex"I'l that it shall tilt alinstitutc a :eaivar of Claims 8-irivnr of( 'laini'v" 11,15. 'I'lie making arch acceptance of final payment will conAitutc: 14.IS I. a waiver of all claims by i)lU's F.R. aiaittet CONTRACTOR. except claims arising front unsettled Liem From defective Work appearing after tJCUCI tWNEi,Al 0,11ArtrONS r irv4,11990rdiilmo 3( W0 1'1' ()F I OR I i % �LLt? i Lit DUI CAlli ,tti WIN 1?00n1 firtil inspection purmanl to paragraph 14.1 L from failure to comply with the Contract Documents or the €enns of airy special guarantees specified therein, or from C C NITRrACTOR's continuing obligations under the Contract Documents, and 14.15.1 A waiver of all claims by CONTRACTOR against OWNER other than thaw previously made in writing and still unsettled ARTICLE 15 -SUSPENSION OF WORK AND TERMINATION OWNER M r SwWend lFvrli: 15.L ,At any time and without cause. OW'NFR may. suspend the Work cr any potion thereof for a period of nut more than pointy days by notice in writing to cut-RAC'I'OR and 1 NGINldLR which will fix the date on which Work will be resumed. CONTRACTOR ,"i resume the Work on the date so fixed C 0, l RAt'TOR shall tv alto"M an adjustment in dac Contract Price or an extension of the contract 'rimcs, or both, directly attributable to any such suspension if CONTRACTOR makes an aplraved claim therefor as provided in Articles I i and 12. OWNER 79ay Terminate: I 5 2 E7pcil the occunrance of anv one or more of Fite following events- 15.2,1. if C'OigTRAC'1'OR Nrsiaently !"oils to perform the Work at accordance with the Contact Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equrinnem or failure to adhere to the progress schedule: established under txaragmph29 as ;adjusted fiom time to time pursuant to paragraph 661; 13 2 ". d' CONTRACTOR disregards laws or Regulations of any public body hava*jurisdic-rion, 1i?.3, it (;t)NTRAC1'QR disseeanis tie authority of bNdll\GGR: or 15 ' 4 if CON-1 RA( 'I , OR otherwise violates in anv substantial way any prrnvisons of' the Contract Documents: OWNER mac alley i,n Inn CON I ICACt'OR nand Ilse staety. It an!") seven days wrmen notice and to the extent permiucd by taws And Regulations, terminate the services ad C'd N I k A(1OR, csclude C'OMR 1C'I OR ftom the site and take of the Work and of all CON IRACFOR's txmis. appliances, construction n- equipment and machineat the site and use the same to the fill exent they could 1e. Lvied by C(N-MM'TOR {without liability to CONTRACTOR for nespa%s or conversion(, incorporate in the Work all matcrials and equipment stored at the site or for which OWNER has paid Ede IA a i AL i ONDI-11a?iw1, 1411f$ a f!+90 fehtrtgn 32 W IIIY01 VdIN 11XI.1.11.a MODImIt Al1k INN (Rt y 17(100 C"VIRACTOR but whach are stored elsewhere, and finish the Work as OWN1.R may dean exNdien _ In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished if the unpaid balance of the Contract Price exceeds all claims, casts, Insses and damages sustained by OWNER. arising out of or resulting from complete the Warn such excess will be paid to CONTRACTOR, 1f suchelauns, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims- costs. lossesand lama incurred by OWNER will he reviewed by I NGINIMR as to their reasonableness and when so approved liNCi[ly F;[ R incorporated in a Change Order. ded �at proviwhen exercisbV any rights or remedies under this paragraph OWIMiR shall not be required to obtain the lowest prove for the Work performed_ 15.3. Where CONTRAC]'OR's services have been so terminated by OWNER, the termination will not atfect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter acernC. Any retention or payment of moneys due CO1vfRACTOR by OWNER will of releaw CON1 R v"rOR from liability. 15.4. 1Tpon seven days written notice to C:ONI'RAC IT]IR and h.NGjNI,.hR, OWNJFR mav, without cause and without prejudice to any other right or remedy of OWN'LR, elect to termuate the *cement, ha such case, CONTML( .fOR shall be braid (without duplication of any items): 1541 for completed and acceptable Wa k executed in accordance with the C'oatract Documents prior to the etIective dine of teinumation, including tair and reasonable smns for overhead and profit on such Work; 15.4.2, for expenses sustained prior to the effective date of tenantation in pertaining service's and furs shumg labor„ materials or equipment as required by the Contract Doctmems in connection with uncompleted Work, plus lair and reasonable beams for overhead and profit on such expenses, 15,4.3frr all claims, costs, losses and damages Incurred in settlement of terminated conuacts with Subcontractors, Suppftersand others. and 15 4 4 liar teasotrble rxpetses directly attrilnutak la to termination. CON,1 RACTOR shall not be paid on au�dxint 4Ices; of anticipated piolits or revenue or other econoiuic loss arising out of or resulting tomm such termination CON'MICTOR J1npSrufr 11=brk or Terminate: 15.5. IF through no act or fault of C'ON I R,ii71 OR. dta Work is suspended for a period of more than ninety days by ftRWER or under an order of court or other public authonty, or tlils to act on any 4pph nuo n for P'avmont within thirty days after it is submitted or C )W%RF;R tails for thirty days t pay CONTRAf`FOR any Arm finally determined ro be due, then CO1VFRACFOR. may, upon tievcn clays` written notice to OWNER and ENGIVTER, and provided C)Sk'NER or LNGINNEER donot remedy such .suspension or failure within that time, tennimatc the Aurecir l and recover from O1iV\HR rmynnent on the same terms as provided in paragraph 13.4. In lieu of terminating the Agrecknentand without prejudice to any other right or remedy, if ENOINEER has faded to act on an Application for Payment within thirty days after it is sYubin tied, or OW.N'ER has faded for thmty days to pay CONTRACTOR any sum finally determined to be due, CON—fRAC TOR may upon seven days' written notice to t)4k'N'l4Z and ENUINIt ,R stothe Work until payment of all such am xatts dU e (OIQTFACTOR, including utcrest thereon 1 he Provisions of this prim ph 15 s are not intended to pfro rtcludc CONTRACTOR m making claim Under 1'ulwles 17 and 12 fox an increase at Contract Price or Contract 'Times or otherwise for exsxnses or damage directly attributable to CONTRACFOR"s sopping Work as permitted txthis paragraph. .ARTICLE: 16--DI SPVTV RF,S011,11,71ON' If and to the extent that OWNER and CONTRACTOR have agic d on the method -aid procedure for r salving diN)utes lvneeen them that may arise under this Agreement, such dispute resolution method and procedure, it any, shall Iv as set forth in Exhibit GC A, "Dispute Resolution Asrreemem', to be attached hereto and mane a part ha7aof �it' no such agreement on the method and procedure for resolving such disputes has been reached; and subject to the }xovisians of pamgr,tphst)_Ii), 9,11 and 912. ()tkNrR and CCrI\-M "FOR may exercise such rights or remedies au either may otherwise have under the Contrrwt Lioctuncnts or by Laws or Regulations to respvct of any dispute ARTICLE 17— 4f ISC E LLANE OI S Giving ,4tdice_ 17.1 Ckhenever tiny Provision of the Contract Documents requires the giving of written notice, it will be deeaued to Mere. been Validly given if delivered ut person to the uxlividual or to ra nnember of the firm_ or to art officer of the cog olotion for whonn it is uAcridecl, or if dehvo ed at ur tit by wgisiatxl or certified mail, pastap�. prepaid, I, the last bu.sinrss adds ecs known to the giver of the notice. 17.1 ConwilurionojTune: 17_',1, It -hen any period of time is referred tea in the Contract I)Cs:um .nt.., by days, It will be coutpute.l to ,swlude the fist and include the last day of such lericxl it' the Last dap of any W01 peri0J falls on it Saturdav or Sunday- or on a rfav made a feral h(Aick be the law of the aphlicabic jurixliction, such day will Ix cmaled from the aompntation h K ixr� tat?„) B at. a'ih7.R'Ek 'sc ! •tt au (� vY a Ei6(isQ 11 01 Yy IWlOtt I Okk .IN5 VIOUIi'I CA IT OtS(RI N II [tin 17 21 A calendar day of twenty-four haters measured from midnight to the next midnight will constitute a day NaHce of Claim: 173 Should OW`NTR or C.ONTRACTOR. skitter urijury or damage to person or property because of any error, omission or act of the oiler path, or of arty of the other pany's emplovees or agents or others for whose acts the other party is legally liable. claim will be made in writing to the other party within it reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17 3 shall not he construed as a suhsunite for it a waiver of the provisions of any applicable statute of limitations or t epuse.Cnona7atSvn Remedies: 17A. The duties and obligations imposed by these General Crnafitions and the rights and remedies available hereunder to the parties hereto, and, in particuhr but without limitation, the warmntim gttarantees and obligations imposed upon COhTR.ACTOR by Imragraphhs 612, 6,16, 6.10, 6 31,6.32,13 1, 13.12,13,14, 143 and 15:2 and all of the rights and remedies available to MNER artd FINK T.ER thereunder, are in addition to, and are not to Ix construed in any way as a limitation of, any rights kind remedies avadabh: to any or all of them which are odrereise imposed or available by Laws or Regulations by apecial wananty or guarantee or by other Provisions of the Comma ISoeuments, and the provisions of this paragraph will he as effective as if repeated steedically in the Contract rkxUmentsk in connection with each particular duty, obligation, right and reanedy to Much they apply. Prof ,iviwart Ines and Court (:xmts 1'ndu&,d, 175 Whenever reference is made to "claims, costs. losses, ;end kl annages", it sittall inchade in each case, but not he limited to, all tees and charges of engineers, architects, kinurrie_vs and other proic'ssionals and all court or arbitmtton or other dis}rule resolution costs. 176 The laths of the State of Cohen tdo apply to this kgreemenr Reference to two pertinent Colorado statutes are as fellow s. 176I Colorado Revised Statutes (CRS 5-17-101) is it h tone < race, 1 T6,2, If a clam is„l l"l, ()WN1-,K is It: rod, by. Vita it'3tS 38-^t�-1 u71 ra , iihholch from all payments to ftRsk(_71-OR suflitieat funds to insure the an jXl ent of Al claame for labiv materials, tram, )are, su.tcngmcr;_pnn �sl u, prat ender, or _eihe{_ sypplies used or consumed 1w, r ONTK_ r hilt or his 11 14 T F, HO Ct3i.lA N; Mk bit 1, A I R Al, 'R, 14 I "w"j) (Plus page leli blanl: intentionally ) 1.JC pC GF'<t t U, c•i!-YU1T�O?iS aRWV, {) Aso tOtmq 1, a'cT FyOFFOR tc N II NS kII AXFICAI10MIRIN 1 (tum _ 101:1 X "CA, M KAL CON1 TJ hU'aN P) Ilk-$ i 1990 Edtiml 36 W (In OF FOR I IV EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DMUTE RFSOLd MON AGM,',F_N1E *Jf C?WN R and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is upended to include the following agreement of the parties: 16.1 All claims, disputes and other matters in question between Ot"k %R and CON TRA(IOR arising out of or relating to the Contract IWriments or the breach thereof except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.1 5) will be decided by arhtration in accordance with the Construction Industry arbitration Rules of the American Arbitration Association then cbmining. sut�jcst to the limitations of the Article 16, 'Phis agreement w to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as providcd in this Article Ili will be .,gwifically anforecable under the prevailing law of any court having jurisdiction 16 2 No demand far arbitration of arry claim, dispute or other matter that is required to be icjerred to ENYUNEER inutially, tier decision in aceoxdtuuce with prrag aph o9.11 will lie made until the earlier of (If) the dats on which UNGNIFFN has rendered a written dlecisicn or (b) the [tufty -first day after the parties have presented their evicleoce to FN,:jNFFR if a written decision has net been end red by b tioil4fiER before tfat elate. ?vo demand fin arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which FNCTlNFE,R has rendered a writUn decision in rasped thereof in ;accordance with paragraph 9.11, and the failure to demand arbitration within said thirty days' period will result In FN',GfNTER's chcision being final and binding ulx)n OWNI.R. and CONTRASIOR 11'LV(;ltils11tR. renders a decision after arbitration proceedingn. have been inityn ci. such decision may be entered as evidence but will not supotscde Ore arbitration proceedings, except where the decision Is uceptable to the padies wrn:en)ed- Vo demand Scr ;arbitration of any written decision of Eb'(rfti1J3R Ie110e1W m a1X0tL1vi1,V wide pmravaph 9,10 Will be made betel lhan te.n days atter the party InAir4i such demand has delivered wuttoa notice of intention to appeal as provided in prtragrtph 0 D) 16 1 NAiee of the demand for inbamnon will he filed in tmnrtg with lice other party to the Agreemerit and with fire Amer loan ,Arhaimtion rlsawiaUoa>, and a colA- will lie sent to CSGINEIR for information The demand for mbiation will be made within die thirty -day or to i-dae pxno(l sp.cdied in paragraph 16 2 as applicable, and in all other cases within a reasonable time after the claim. dispute, or other matter in question has arises_ and in tto event shall any sxich demand be made alter the date When institution of legal or equitable proceedings leased on sue) Chant, disputo Or other [natter in queston would be barred by the applicable statute of limitations. r A)t'[je;At Ji 4t.('.i`.9xI I1 15t91A.5t1❑9at'ailim) u (II01 l"MI�OLLI ",M D11 V'A1l0NsfRkV9:99) 1(,4_ F,xcept as ptoeulel in paragraph 16.5 below, no arbitration arising out of or relating it the Contract i)ovurnents shall include by consolidation, ,joinder or in any other manner any otb,:"r person or entity (including INGI1gEM LINGI FER's Consultant and the officers, directors, agents, employees or consultants of any of them) who is net a party to this contract unless: 16.4,1, the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already, parties. to the arbitration, anal 16 4 2 such other person or entity is substantially involved in a question of law or facf which is canmon to thou who are already patties to the arbitration and which will arise in such proceedings, and 16.4.3 the written consent of the other person or entity sought to be Included and of OWNER avid CONTRACTOR has Ewen obtained for such inclusion, which consent "I make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any, dispute not slicci`calty described in such conwrit or to arbitration with any party not specifically identified in such consent. 16" Notwithstanding paragraph 164, it a claim, dispute air other matter is question between C)WNFR and CONTRACTOR involves the Work of a Subcontractor. eithnl OWNER or CONTRACTOR may join such Subcontmdor ns a party to the arbitration between OWNER aril CONTRACTOR hereunder. CO TRAC"FOR shall Include In all subcontracts required by paragraph 6-11 it specific provision whereby the Subcontractor consents to being joined in an arbitration between OR"VER anal COAL fTk ACTOR involving the Work of such Subcontractor Nothing u3 this paragraph 16 5 not in the provision of such sutxontrao cnaseruing to joinder shall oxeate any claim. right or cause of action it favor of Subcontractor find against Ott-INTFR, E GINEFIt or EN(A N EWs C_onsuliaarts that does art otherwise exist. 16,6 'The award rendered by the arbitrators will be fmal, judgment may be entered upon it in any court having junsdictlorr thereof, and it will not be subject to modification or appeal. 1 rr 7 t )Ak'NLR and C'Osi I RACTOR agree that they shall first submit any and all unsettlxJ claims c7unterdanns, disputes and other mauers it question lwtween them arising out of or relating; to the Contract Docunients air the breach thereol' f:"disputes"); to mediation by the American Arbitration association under the (_�onstructioen industry Mciliation Rules of the Aviericfn Arbitration A-sAiiwabon prior to either of them initiating against the other a dcmand for arbitration pursuant w paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice ore of the parties. Hsu ae�jveive thirty and ten clay lime limits within which to fie a demand for arbitration as provided in paragniph: Ir'ti ° and 1c.3 above shall be suspended with respect to It dispute sithruitted to mediation within those wmc applicable time limits rind shall remain suspernied until ten ,bys after the termination of the mediation. The mediator of any dish e submitted to mediation under this ekgrcemeut 4iall n,,t .err a,as arhivatur A such dispute unte.;s ethenvise aureed. tri'.:11 INS 19111 3111^,Fdilim� SE SECTION 00800 SUPPLEMENTARY CONDITIONS ATTENDANCE RECORD PREBID CONFERENCE Project: 5972 South Taft Hill Road Improvement Project Time: 3:00 P.M.Date: April 1;r, 2006 Locatinn215 N_ Masnn rnmmnnity Rnnm tn•nn-11.4n m PRINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME L A i✓4 2mil tJ co Ile 222'oZ4 zz P GG t � �m✓ C'6o✓•cam i TfLi�/rw �9oJl/o�-3�4/z l�j�oJY�� 39a2 ICe/ly.$teelFel�e-.va. Nak i4u� Pa S S i U Dot .. L «� l (� P BS � � 4 w i D7G Z- -ri � k7 l56 / `170-GG7- 1/70- 667- lf�s /47 t�f' 393� �li�Ct�1T�c// Cc�I q 76 - quzv q-1, -37t , Yin (('' �j� Cl'� ,\ `♦ , 1 1l( \k ClJw.l �z� �CW'1=FtL C-GLSt VtzL- 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: Geotechnical Engineering Report South Taft Hill Road Improvements Horsetooth Road South to Harmony Road (LCR 38E Fort Collins, CO Terracon Project NO 20045168 June 13, 2005 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 existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous 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 Section 00800 Page 1 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 (CSL) . 7/96 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved) $ .00 0.00 0.00 0.00 $ 0.00 ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing 9/99 Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: 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: 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. Date: 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 B �c 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 Amount 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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 7/96 Section 00960 Page 2 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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 7/96 Section 00960 Page 4 PROJECT SPECIAL PROVISIONS South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road Bid No. 5972 Prepared for: City of Fort Collins Engineering Department 281 North College Avenue Fort Collins, CO 80522-0580 (970) 221-6605 Prepared by: Nq 4601 DTC Boulevard Suite 700 Denver, CO 80237 (303)221-7275 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 SPECIAL PROVISIONS City of Fort Collins, Colorado South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road The Colorado Department of Transportation's (CDOT) 2005 Standard Specifications for Road and Bridge Construction controls construction of this project. The following Special Provisions supplement or modify the CDOT Standard Specifications and take precedence over the CDOT Standard Specifications and plans. When specifications or special provisions contain both English and metric (SI) units, the English units apply and are the specification requirement. Item INDEX PAGES Page NOTICETO BIDDERS.................................................................................................................1 COMMENCEMENT AND COMPLETION OF WORK...................................................................2 SUMMARYOF WORK.................................................................................................................3 REVISION OF SECTION 100 GENERAL PROVISIONS.............................................................5 REVISION OF SECTION 104 SCOPE OF WORK.......................................................................6 REVISION OF SECTION 105 CONFORMITY TO THE CONTRACT.........................................10 REVISION OF SECTION 105 CONTROL OF WORK................................................................11 REVISION OF SECTION 106 CONTROL OF MATERIAL.........................................................17 REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS................................................21 REVISION OF SECTION 108 PROSECUTION AND PROGRESS............................................23 REVISION OF SECTION 202 REMOVAL OF ASPHALT MAT..................................................25 REVISION OF SECTION 202 REMOVAL OF MEDIAN (HORSETOOTH CIRCLE) ..................26 REVISION OF SECTION 203 PROOF ROLLING......................................................................27 REVISION OF SECTION 207 TOPSOIL....................................................................................28 REVISION OF SECTION 304 AGGREGATE BASE COURSE..................................................29 REVISION OF SECTION 601 MISCELLANEOUS CONCRETE................................................34 REVISION OF SECTION 603 CULVERT EXTENSIONS...........................................................35 REVISION OF SECTION 608 DETECTABLE WARNINGS........................................................36 REVISION OF SECTION 609 CURB AND GUTTER.................................................................39 REVISION OF SECTION 610 MEDIAN COVER MATERIAL.....................................................40 REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES.................................................41 REVISION OF SECTION 619 AND 623 WATERLINES AND IRRIGATION SYSTEM...............42 REVISION OF SECTION 625 CONSTRUCTION SURVEYING.................................................44 REVISION OF SECTION 627 PAVEMENT MARKING..............................................................46 TRAFFIC CONTROL PLAN - GENERAL...................................................................................47 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL .........................49 REVISION OF SECTION 702 SUPERPAVE PG BINDERS.......................................................51 UTILITIES.......................................................................................................................-........... 52 No Text South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 NOTICE TO BIDDERS It is recommended that bidders on this project review the work site and plan details with an authorized City representative. Prospective bidders shall contact one of the following listed authorized City representatives at least 12 hours in advance of the time they wish to review the project. Project Manager: John N. Lang, P.E. Phone: (970) 221-6605 Engineering Department Fax: (970) 221-6378 City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 Project Engineer: Dean Klingner, P.E. Phone: (970) 221-6605 Engineering Department Fax: (970) 221-6378 City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 The above referenced individuals are the only representatives of the City with authority to provide any information, clarification or interpretation regarding the plans, specifications, and any other contract documents or requirements. Where reference is made in the plans and specifications to Owner, Department, Chief Engineer, Resident Engineer, Project Engineer, Engineer, and Inspection and Testing Agency it is understood to mean the City of Fort Collins, Colorado, representative. South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under the Contract on or before the 14th day following the date of award unless such time for beginning the work is changed by the City in the "Notice to Proceed". The Contractor shall complete all work within 150 calendar days in accordance with the "Notice to Proceed" Salient features to be shown on the Contractor's Progress Schedule are: • Mobilization • Construction Surveying • Construction Traffic Control • Topsoil (Stockpile & Redistribute) • Removals and Adjustments • Roadway Earthwork • Erosion Control • Drainage and Storm Sewer System • Curb, Gutter and Sidewalk • Asphalt Pavement • Asphalt Milling and Overlay • Seeding & Landscaping • Signing and Striping (By City Forces) • Traffic Signals (By City Forces) • Utility coordination and relocations Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The progress schedule shall consist of a Critical Path Method (CPM) schedule prepared using the Microsoft Project software and submitted in hard and electronic formats. The contractor shall be responsible for planning, scheduling, coordinating, and reporting the progress of the work to be completed by City of Fort Collins Forces. The City of Fort Collins Forces shall be considered as subcontractor for the purposes of scheduling the work. The City will comment on the contractors initial schedule submittal for coordination of the completion of their work items. 2 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 SUMMARY OF WORK PART 1 GENERAL 1.25 Modifications to Time of Completion in the Approved Schedule A. The date of beginning 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 year 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 adversely 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. 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. South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- SUMMARY OF WORK At the end of each month, if the number of working days for which work was 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 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 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. 1. 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; and 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. 4 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 100 GENERAL PROVISIONS Section 100 of the Standard Specifications is hereby revised for this project as follows: Subsections 102 and 103 of the Standard Specifications are hereby deleted. South Taff Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 104 SCOPE OF WORK Section 104 of the Standard Specifications is hereby revised for this project as follows: Subsection 104.02 shall include: Site Conditions 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, storage, and disposal of materials; availability of water, electricity and roads; uncertainties of weather, river stages, 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, quality 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 performing 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 responsibility therefore is assumed by the OWNER. B. Information on Site Conditions 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. 2. Underground Utilities: 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 potholing. 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. 0 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 104 SCOPE OF WORK C. Execution 1. Where the CONTRACTOR's operations could cause damage or inconvenience to railway, 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. 2. 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 granted, locate, expose, and provide temporary support for all existing underground utilities. 3. 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 company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. 4. 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, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. 5. 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. 6. 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. 7. 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. 8. The CONTRACTOR shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the ENGINEER. 9. Interfering Structures - 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 guide to avoid known possible difficulties. 7 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -3- REVISION OF SECTION 104 SCOPE OF WORK 10. Field Relocation - 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. If the 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. D. Easements: Where portions of the work are located on public or private property, easements and permits will be obtained by 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 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 any reason, have not been kept within the construction right of way obtained by the OWNER. 2. 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. E. Land Monuments: The CONTRACTOR shall notify the ENGINEER of any existing Federal, State, Town, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the CONTRACTOR's expense. 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. E-] South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -4- REVISION OF SECTION 104 SCOPE OF WORK Subsection 104.05 shall include: Contractors Use of Premises The CONTRACTOR may use the OWNER's property designated within the construction limits shown on the Plans for equipment and materials as long as he confines his operations to those permitted by local laws, ordinance, and permits and meet the following requirements: 1. Do not unreasonably encumber site with materials or equipment. 2. Assume full responsibility for protection and safekeeping of products stored on premise. 3. Move any stored products which interfere with operations of the OWNER. 4. Obtain and pay for use of additional storage or work areas needed for operations. Limits of Construction 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. Security 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. 601 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 105 CONFORMITY TO THE CONTRACT Section 105 of the Standard Specifications is hereby revised for this project as follows: In subsection 105.03 delete the Table of Price Reduction Factors and replace with the following: TABLE OF PRICE REDUCTION FACTORS Element Factor "F" 100 percent size sieve 1.00 12.5 mm (1/2") sieve and larger 1.00 150 µm (No. 100) sieve to 9.5 mm (3/8") sieve inclusive (except 100 percent size sieve) 3.00 75 µm (No. 200) sieve 6.00 75 µm (No. 200) sieve (cover coat material) 25.00 Compaction, bituminous mixtures (Sections 301 and 403) 7.00 Liquid Limit 3.00 Plasticity Index 10.00 Asphalt content, (all asphalt- aggregate mixtures) 20.00 Asphalt penetration 1.00 Asphalt residue 3.00 Portland Cement Concrete Pavement Fine Aggregate Sand Equivalent 0.30 Hydrated Lime Gradation 0.30 Toughness, inch -pounds, minimum 0.80 Tenacity, inch -pounds, minimum 0.80 Elastic Recovery, 25°C, percent minimum 1.25 Ductility, 40C (5cm/min) cm, minimum 1.25 Emulsified Asphalt Viscosity 0.50 Emulsified Asphalt Float 0.05 Emulsified Asphalt % Residue 3.00 Emulsified Asphalt Ductility 2.00 Emulsified Asphalt Penetration 1.00 Emulsified Asphalt Elastic Recovery 1.00 10 No Text South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.02 shall be replaced with: Submittals 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. 3. Submittals will be reviewed for overall design 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 destroyed when they 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) of which will be retained by the ENGINEER. The CONTRACTOR shall receive two (2) copies in return. Faxed submittals will not be accepted. 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. 3. If the items or system proposed are acceptable but the major part of the individual drawings or documents are incomplete or require revision, the submittal will be returned with requirements for completion. -2- 11 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 105 CONTROL OF WORK 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 group 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 2513, for example, is the second resubmittal of Submittal 25. 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: Submittals are specified for those features and characteristics of materials, equipment, and methods of operation that can be selected based on the CONTRACTOR's judgment of their conformance to the requirements of the Drawing and Specifications. Other features and characteristics are specified in a manner that enables the CONTRACTOR to determine acceptable options without submittals. The 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 which the item functions. 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: a. If the review indicates that the material, equipment, or work method complies with the Specifications, submittal copies will be marked "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. 12 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -3- REVISION OF SECTION 105 CONTROL OF WORK 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 marked 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: 1. 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. 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. 3. Shop drawing shall be clearly identified with the name and project number of this contract, and references to applicable specification paragraphs and contract drawings. When catalog pages are submitted, applicable items shall be clearly identified. 4. CONTRACTOR shall stamp his approval on shop drawings prior to submission to the ENGINEER as indication of his checking and verification of dimensions and coordination with interrelated items. Stamp shall read: 13 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -4- REVISION OF SECTION 105 CONTROL OF WORK "(CONTRACTOR's Name) represents that we have determined and verified all field dimensions and measurements, field construction 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 any 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. 14 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -5- REVISION OF SECTION 105 CONTROL OF WORK Subsection 105.04 shall be revised as follows: Delete the second paragraph and replace with the following: In case of discrepancy the order of precedence is as follows: A. General Conditions of the Construction Contract B. Special Provisions 1. Project Specifications 2. Standard Special Provisions C. Plans (Calculated dimensions will govern over scaled dimensions.) 1. Detailed Plans 2. Standard Plans D. Supplemental Specifications E. Standard Specifications Subsection 105.08 shall include: Coordination with Property Owners and Tenants A. The CONTRACTOR shall be responsible to coordinate all work activities with private property owners and tenants along the project corridor. Access shall be maintained at all times. The contractor shall identify his method of maintaining these accesses on the Construction Traffic Control plans (see Traffic Control — General). Subsection 105.08 shall include: Coordination with Private Irrigation Systems A. The City intends to use separate irrigation contractors to complete modifications to existing irrigation systems and install new irrigation facilities where necessary (between the curb and sidewalk. These locations include the Habitat Home Supply and Springfield Court Apartments, STA 23+50 to 31+70 left side. The CONTRACTOR shall be responsible to coordinate all work activities with the separate irrigation maintenance contractors along the project corridor. 15 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 Subsection 105.09 shall include: Coordination with Traffic Engineer A. The CONTRACTOR shall coordinate with the Owner's Traffic Engineer for all traffic control activities. This shall include, but not be limited to, installation and timing of temporary traffic detours, and closure of any partial intersection movements, and lane reductions. B. The CONTRACTOR shall coordinate with the Owner's Traffic Engineer for removal and installation of all traffic signal equipment. C. The CONTRACTOR shall coordinate with the Owner's Traffic Engineer for installation of all signing and striping including removal of existing signing. The CONTRACTOR shall remove and stockpile all existing signs. The CONTRACTOR is responsible for removal of striping required for traffic control phasing. 16 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No 5972 REVISION OF SECTION 106 CONTROL OF MATERIAL Section 106 of the Standard Specifications is hereby revised for this project as follows: Subsection 106.01 shall include: . Substitutions and Product Options A. Description: 1. This section describes the procedure required by the CONTRACTOR for product substitutions. 2. Requests for Substitution: 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, if not specifically indicated must be approved in writing 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 substitute with Contract Documents. 2) For products: i. Product identification, including manufacturer's name. 17 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 106 CONTROL OF MATERIAL ii. Manufacturer's literature, marked to indicate specific model, type, size, and options to be 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: Detailed description of proposed method. 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: Request sufficiently in advance to avoid delay in construction. 18 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -3- REVISION OF SECTION 106 CONTROL OF MATERIAL 5. CONTRACTOR's Option: a. For products specified only by reference standards, select any product meeting standards by any manufacturer and 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: Substitutions and/or options will not be considered if they are indicated or implied on shop drawings, or project data submittals, without formal request submitted in accordance with this section. Subsection 106.03 shall include: Materials Testing 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 by 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. D. Owners Responsibilities 1. The OWNER shall be responsible for and shall pay all costs in connection with the following testing: a. Soils compaction tests. b. Trench backfill. 19 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -4- REVISION OF SECTION 106 CONTROL OF MATERIAL c. Pipe and structural bedding. d. Tests not called for by the Specifications of materials delivered to the site. e. Concrete tests. f. Pavement tests E. Contractors Responsibilities 1. 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: a. Testing of concrete manholes. b. Concrete materials and mix designs. c. Design of asphalt mixtures. d. Gradation tests for embedment, fill and backfill materials. e. All performance and field-testing specifically called for by the Specifications. f. All retesting for work or materials found defective or unsatisfactory, including tests covered above. F. Transmittal of Test Reports Written reports of tests and engineering 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 or ENGINEER 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. 20 No Text South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS Section 107 of the Standard Specifications is hereby modified to include the following: Environmental Controls 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. A. Dust Control Application: 1. The CONTRACTOR shall execute work by methods to minimize raising dust from construction operations. 2. 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. 3. 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. B. Preservation of Natural Features: 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. C. Housekeeping: 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. Immediately 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. D. Disposal 1. 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. 2. Disposal of Garbage and Other Construction Materials: Provide sanitary containersldumpsters and haul away contents such that no overflow exists. 21 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS 3. 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. The CONTRACTOR is to immediately inform ENGINEER of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. E. Burning: No burning of debris will be permitted. F. Water Control: A portion of the project work is located within a natural drainage course and 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. The CONTRACTOR is responsible for managing water within the construction site and protecting property. G. Noise Control: 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 not being exceeded. Permission from OWNER must be obtained prior to the operation of any machinery and/or vehicles between the hours of 6 p.m. and 7 a.m. H. Permits 1. All work must be performed in accordance with all applicable regulatory permits. It shall be the responsibility of the CONTRACTOR to obtain a Construction Dewatering Permit from the Colorado State Health Department for any dewatering operations that will be discharged into any drainageways, open channels, or irrigation ditches. The CONTRACTOR shall be responsible for any testing required under the Construction Dewatering Permit. The CONTRACTOR will obtain the following permits: City of Fort Collins Excavation on Public Property Permit 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. 22 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: Subsection 108.03 shall include the following: Project Meetings 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: CONTRACTOR and CONTRACTOR's Superintendent CONTRACTOR's Subcontractors ENGINEER OWNER Utility Companies 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, include in the schedule 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 Dewatering 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 B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency, if approved by the ENGINEER. These meetings shall be attended by the OWNER, the ENGINEER, the CONTRACTOR's representative and any others invited by these people. 23 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 108 PROSECUTION AND PROGRESS The ENGINEER will conduct the meeting 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. The CONTRACTOR will prepare a "two week look ahead" schedule to facilitate coordination of work items. Subsection 108.04 shall include the following: Substantial Completion will be attained when the following conditions are met • Sidewalks, and bike lanes constructed and open in their final designed locations • All lanes and turn lanes complete • Landscaping is excepted • All signalization is completed • Temporary erosion features are in place if seeding and mulching are not finished Final Completion consists of the completion of all remaining construction work items within the project limits. Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. Saturday work will be allowed based on approval from the Engineer and a minimum of 48 hours notice. 24 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 202 REMOVAL OF ASPHALT MAT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing asphalt mat which varies in thickness from 5.0 inches to 12 inches shall be removed in a manner that minimizes contamination of the removed mat with underlying material. The removed mat shall become the property of the Contractor and shall be disposed of outside the project site. Subsection 202.11 shall include the following: The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required depth and accepted. Sawcutting will not be paid separately and shall be included in the cost for removal of asphalt mat. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Asphalt Mat Square Yard 25 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 202 REMOVAL OF MEDIAN (HORSETOOTH CIRCLE) Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing raised landscape median located in Horsetooth Circle as directed by the Engineer. The existing sign, flag pole, and any other items identified by the Engineer shall be salvaged in good condition and placed in a secure location for pickup by others. Subsection 202.11 shall include the following: The removal of the existing median and all associated work will not be measured separately and will be paid for as lump sum each. The cost for restoring the pavement will be paid for by other items included in the contract. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Median (Horsetooth Circle) Lump Sum 26 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 203 PROOF ROLLING Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.13 shall include the following: Proof rolling will not be measured but shall be incidental to the work. Subsection 203.14 shall include the following: Proof rolling will not be paid for separately, but shall be included in the work. Pneumatic tire equipment and load required to achieve the desired weight will not be measured and paid for separately, but shall be included in the work. 27 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 207 TOPSOIL Section 207 of the Standard Specifications is hereby revised for this project as follows: 207.01 DESCRIPTION Subsection 207.01 is hereby revised to include the following: This work consists of removing existing on -site topsoil material, stockpiling the existing topsoil material and redistributing the existing topsoil material onto the re -graded slopes at a depth of 4 inches (minimum). The topsoil material shall be generally evenly distributed throughout the project limits. Any excess topsoil generated from this project shall be disposed of off -site and shall not be measured and paid for separately, but should be included in the cost of work. 207.04 METHOD OF MEASUREMENT Subsection 207.04 is hereby revised to include the following: Topsoil will not be remeasured, but payment shall be based on the quantity identified in the bid tabulation, unless the quantity of Topsoil is significantly changed during construction by an approved Change Order. Bid tabulation quantity is based on final in -place topsoil required to complete the construction. Haul required to redistribute stockpiled topsoil uniformly throughout the project limits shall not be measured and paid for separately, but shall be included in the work. 207.05 BASIS OF PAYMENT Subsection 207.05 is hereby revised to include the following: The contract unit price for topsoil shall be full compensation for all work necessary to complete the item including removing existing on -site topsoil material, stockpiling the existing topsoil material, haul, redistributing the existing topsoil material onto the re -graded slopes. Payment will be made under: Pay Item Pay Unit Topsoil (Stockpile and Redistribute) Cubic Yard +M;E South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised for this project as follows: Subsection 304.02 shall include the following: Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03 The aggregate base course (Class 6) must meet the gradation requirements and have a resilient modulus of at least 32,883 p.s.i. (R>_78) when tested by the Hveem Stabilometer method. r South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT Section 403 of the Standard Specifications is hereby revised for this project as follows: Subsection 403.02 shall include the following: The design mix for hot bituminous pavement shall conform to the following: TABLE 403-1 Test Value For Grading Property Method S(100) Patching Air Voids, percent at: N (initial) [for information CPL 5115 >11.0 >11.0 only] N (design) 3.5 — 4.5 3.5 — 4.5 Lab Compaction (Revolutions): N (initial) [for information CPL 5115 8 8 only] 100 100 N desi n Stability, minimum CPL 5106 30 ( 30 Aggregate Retained on the 4.75 mm (No. 4) Sieve with at least 2 Mechanically CP 45 70 60 Induced fractured faces, % minimum Accelerated Moisture Susceptibility Tensile CPL 5109 Strength Ratio (Lottman), Method B 80 80 minimum Minimum Dry Split Tensile CPL 5109 205 (30) 205 (30) Strength, kPa(psi) B Grade of Asphalt Cement, —method PG 64-28 PG 64-28 Top Layer of Asphalt Cement, PG 58-28 PG 58-28 FGrade La ers below Top - _.. See Table - See Table Voids in the Mineral Aggregate (VMA) % CP 48 403-2 403-2 minimum Voids Filled with Asphalt Al MS-2 65-75 65-75 VFA,% i Note: At MS-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 less than 40% passing the 4.75 mm (No. 4) sieve shall be approached with caution because of constructability problems. 30 No Text South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT All mix designs shall be run with a gyratory compaction angle of 1.25 degrees and properties must satisfy Table 403-1. CDOT Form #43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids 1.0% below the mix design optimum. TABLE 403-2 Minimum Voids in the Mineral Aggregate (VMA) Nominal Maximum Size*, mm inches Design Air Voids ** 3.5% 4.0% 4.5% 37.5 (11h) 25.0(1) 11.5 12.5 12.0 13.0 12.5 13.5 19.0 (3/4) 13.5 14.0 14.5 12.5 (1h) 9.5 (%) 14.5 15.5 15.0 16.0 15.5 16.5 The Nominal Maximum Size is defined as one sieve larger than the first sieve to retain more than 10%. Interpolate specified VMA values for design air voids between those listed. 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. The hot bituminous pavement shall not contain any reclaimed asphalt pavement. Hot bituminous pavement for patching shall conform to the gradation requirements for Hot Bituminous Pavement (Grading S). A minimum of one percent hydrated lime by mass (weight) of the combined aggregate shall be added to the aggregate for all hot bituminous pavement. Acceptance samples shall be taken as per CP-41. Subsection 403.03 shall include the following: The Contractor shall construct 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 plans. The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. 31 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -3- REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot bituminous pavement will be paid for in accordance with subsection 401.22, at the contract unit price per ton for the bituminous mixture. Payment will be made under: Pay Item Pay Unit Hot Mix Asphalt (Grading SG)(100)(PG 58-28) Ton Hot Mix Asphalt (Grading S)(100)(PG 64-28) Ton Hot Mix Asphalt (Patch ing)(Asphalt) Ton Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot bituminous pavement item will not be paid for separately, but shall be included in the unit price bid. When the pay item includes the PG binder grade, the asphalt cement will not be measured and paid for separately, but shall be included in the work. When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with Section 411. Asphalt cement used in Hot Bituminous Pavement (Patching) will not be measured and paid for separately, but shall be included in the work. Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately, but shall be included in the work. 32 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 411 BITUMINOUS MATERIALS Section 411 of the Standard Specifications is hereby revised for this project as follows: Subsection 411.01 shall include the following: This work consists of preparation and tack coat of existing asphalt pavement surfaces to be overlayed after completion of milling and prior to overlaying with hot asphalt paving. Also, the work consists of fog sealing the final pavement surface where temporary striping is to be removed. Subsection 411.03 shall include the following: Diluted emulsified asphalt for tack coat shall consist of 1 part emulsified asphalt and 1 part water. Actual rates of application shall be determined by the engineer at the time of application. For plan quantities of bituminous materials, the following rate of application was used: Diluted emulsified asphalt (slow -setting) at 0.10 gallons per square yard (diluted) A tack coat is required prior to the placement of subsequent lifts of HMA. Before placement of the tack coat, the contractor shall clean the roadway to the satisfaction of the engineer. Subsection 411.05 shall include the following: Payment will be made under: Pay Item Emulsified Asphalt (Slow -Setting) Pay Unit Gallon 33 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 601 MISCELLANEOUS CONCRETE Section 601 of the Standard Specifications is hereby revised for this project as follows: Subsection 601.02 shall change to include the following: All concrete Class B (curb, gutter, sidewalk, medians, miscellaneous paving) shall meet the following requirements: Required Field Compressive Strength 4500 psi at 28 days Water Cement Ratio 0.45 maximum Air Content 5-8% 34 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 603 CULVERT EXTENSIONS Section 603 of the Standard Specifications is hereby revised for this project as follows: Subsection 603.12 shall include the following: Removal of damaged ends of culverts to extend the culverts will not be paid for separately but shall be included in the work. 35 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 608 DETECTABLE WARNINGS Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 shall include the following: This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the plans and in accordance with the plans. Subsection 608.02 shall include the following: Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of producing the pattern of domes as shown on the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936. Alternate materials may be used, if pre -approved by the Engineer. The Contractor shall submit a sample of the product, the name of the selected supplier, and documentation that the product meets all contrast requirements and will be fully compatible with the curb ramp surface to the Engineer for approval prior to start of work. Known vendors of alternate products include but are not limited to the following: VENDOR NAME PRODUCT PHONE NUMBERS Armor -Tile Cast -in -Place Engineered Plastics, Inc. or Modular Paver 800-682-2525 Detectable Warning System TMA Construction Supply CAST in TACT Warning 303-295-6050 Panels East Jordan Iron Works, Inc. Truncated Dome Plates 800-626-4653 The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the adjoining surface. The contrast shall be verified using the following equation: Contrast = Bi —& x 100 Bi Where B, = Light Reflectance Value (LRV) of the lighter area B, = LRV of the darker area Absolute black and white will not be permitted. 4 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 608 DETECTABLE WARNINGS The contrast shall be achieved by adding pigment during the fabrication of the paver. Prior to start of work, the Contractor shall submit appropriate documentation from the manufacturer verifying that the contrast has been met, along with a sample paver, to the Engineer for approval. Bedding and joint sand shall be free of deleterious or foreign matter. The sand shall be natural or manufactured from crushed rock. Limestone screenings or stone dust shall not be used. Sand for bedding material shall conform to ASTM C 33. Sand that is to be placed between joints shall conform to ASTM C 144. Subsection 608.03 shall include the following: (g) Detectable Warnings. Pre -fabricated pavers for detectable warnings shall be brought to the site in steel banded, plastic banded or plastic wrapped cubes capable of being transported by a fork lift or clamp lift. Pavers shall be carefully removed and stacked in a manner which results in the least amount of damage. All pavers that are damaged during transport or delivery will be rejected and shall be replaced at the Contractor's expense. Minor cracks or chipping due to transport and handling that do not interfere with the structural integrity of the paver or the overall pattern of truncated domes will not be deemed as grounds for rejection. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should be placed to stay ahead of laid pavers Pavers shall be placed in a running bond pattern. Domes shall be aligned to create a square grid in the predominant direction of travel as shown in the plans. Pavers shall be installed such that the base of the truncated dome is at the same elevation as the adjoining surface, allowing for a smooth transition between the curb ramp and the detectable warning. When cut pavers are required to fill gaps between the pavers and the edge of concrete, the Contractor shall bevel portions of the truncated domes at a 45-degree angle to create a smooth transition between the partial dome and the curb ramp surface. Unless otherwise directed by the Engineer, pavers shall be cut and installed in such a manner that the domes on the cut sections will not significantly impact the overall pattern of the truncated domes. The Contractor shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer's recommendations, or as directed by the Engineer. All pavers that are damaged during embedment shall be replaced at the Contractor's expense. Joint spacing between paver units shall be in accordance with the manufacturer's recommendations, or as approved by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. (h) Alternate products. Alternate materials shall be installed in accordance with manufacturer's recommendations. 37 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 .3- REVISION OF SECTION 608 DETECTABLE WARNINGS The concrete surface to which alternate materials are to be applied shall be prepared in accordance with manufacturer's recommendations. Material requirements, color and application shall be in accordance with manufacturer's recommendations and as approved by the Engineer. Subsection 608.05 shall include the following: Detectable warnings on curb ramps, including sand, pavers, alternate materials, and all other work and materials necessary for fabrication, transport, and installation will not be measured and paid for separately, but shall be included in the work. 0 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 609 CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised for this project as follows: Subsection 609.01 shall include the following: This work consists of the construction of combination curb, gutter, and bikeway in accordance with these specifications and in conformity with the plans. Subsection 609.07 shall include the following: PAYMENT WILL BE MADE UNDER: Pay Item Pay Unit Curb and Gutter, Type 2 (Special 6' Bikeway) Linear Foot 39 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 610 MEDIAN COVER MATERIAL Section 610 of the Standard Specifications is hereby revised for this project as follows: Subsection 610.01 shall include the following: This work shall include the construction of colored concrete (exposed aggregate) in accordance with these specifications and in conformity with the plans. Subsection 610.02 shall include the following: Color of concrete shall be San Diego buff, exposed aggregate finish. Provide finished material/color samples to the City for review prior to any work. 40 Swrrn Tall Nip Rave Rnpwemmaa Yarelr 15. XAF al ➢.wlsler�a o SeIP REVISION OF SECTION 601 MISCELLANEOUS CONCRETE tioclion 60t W rtw 3aMarrf SpcpM1ralcm Sl�ereprwseG la I..v poled ec lw.ovx. s,e..en��n aal oz nw� mn,�a to e,c:em o,. laow+y. le Gian'B Iw10, g.1lw. riWwe n urllarvous paalrgl cnni. noellw R 9a'n' n9'eGrw'er.an Y9rjIY�el Feq Corrprersve Slianyit zl al lR Gays Wn1o�Cemwm {'nlo Dab �aarnxxn y A,� canm�G s ev, l South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES Section 614 of the Standard Specifications is hereby revised for this project to include the following: Section 614.01 shall include the following: The City of Fort Collins will furnish and install all permanent traffic control signing including removal of existing ground signs for the project. The City of Fort Collins will furnish and install permanent traffic signals including removal of existing signal equipment for the project. The Contractor is required to coordinate with the City for the completion of the work. The Contractor will furnish and install underground traffic signal conduits and pull boxes 41 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 619 AND 623 WATERLINES AND IRRIGATION SYSTEM Section 619 and 623 of the Standard Specifications is hereby revised for this project to include the following: Section 623.01 shall include the following: The work shall include furnishing and constructing an irrigation system for the property at the northwest corner of Taft Hill Road and CR-38E (JJ's Country Corner). The system will be connected to the existing service to the property located on Horsetooth Circle west of Taft Hill Road. Section 623.32 and 623.33 shall replaced with the following: All work to furnish and construct the irrigation system complete in place as shown in the plans and as directed by the engineer will not be measured separately and will be paid for as one lump sum. The anticipated items and estimated quantities are as follows: Item Description Size Units Quantity Unit Price Extended Price 1 PVC SLEEVE — CLASS 200 B.E. 2" LF 120 $5.00 $600.0 2 CL200 B.E. MAINLINE INCLUDING 1" LF 540 $4.00 $2,160.00 FITTINGS 3 PVC — CLASS 200 B.E. LATERAL LINE 1" LF 1,800 $4.00 $7 200.00 4 REDUCED PRESSURE PRINCIPLE 3/4" EA 1 $2,000.00 $2,000.00 BACKFLOW PREVENTER 5 BACKFLOW PREVENTER EA 1 ENCLOSURE AND CONCRETE PAD 6 RAINBIRD 3RC QUICK COUPL. VALVE 1" EA 3 $200.00 $600.00 ASSEMBLY PER DETAIL 7 GATE VALVE W/ 10" RD VALVE BOX 1" EA 1 $100.00 $100.00 ASSEMBLY PER DETAIL 8 CONTROL WIRE (RED-HOT AND # 14 LF 4,300 $0.15 $645.00 BLUE -SPARES 9 COMMON WIRE AND SPARE # 14 LF 400 $0.15 $60.00 WHITE/BLUE 10 RAIN BIRD PEB-1" R.C.V. ASSEMBLY 1" EA 20 $100.00 $2,000.00 PER DETAIL 11 MASTER VALVE AND FLOW SENSOR # 14 LS WIRES BLACK/GREEN 12 RAIN BIRD ESP -MC W/ PED. CLOCK 24 STA EA 1 $2,500.00 $2,500.00 ASSEMBLY PER DETAIL 13 RAINBIRD 1800 SAM/PRS W/ PLST. 4" EA 161 $10.00 $1610.00 NOZ ASSEMBLY PER DETAIL 14 HUNTER 1-20 ROTOR ASSEMBLY 4" EA 12 $100.00 $1,200.00 PER DETAIL 15 TRENCHING — MAINLINE — 26" LF 540 16 TRENCHING — LATERAL LINE — 18" LF 1,800 17 POINT OF CONNECTION PER SPECS, 3 „ �^ EA 0 DETAILS, SPECIAL COND. — 1.5" 18 IRRIGATION TURNOVER ITEMS PER LS 1 SPECS TOTAL $20,675.00 42 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 619 AND 623 WATERLINES AND IRRIGATION SYSTEM This is an approximation of the work that will be required. Actual field conditions may be different. PAYMENT WILL BE MADE UNDER: Pay Item Pay Unit Irrigation System (CIP) (JJ'S Country Corner) Lump Sum Structure excavation and backfill including compaction and water will not be paid for separately, but shall be included in the work. 43 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 625 CONSTRUCTION SURVEYING Section 625 of the standard Specifications is hereby revised for this project as follows: Subsection 625.01 is hereby revised to include the following: All existing survey monuments and property corner located outside of the project grading limits as defined on the plans that are damaged or destroyed by the Contractor will be replaced at the Contractor's expense. All existing survey monuments and property corners located within the project grading limits which are intended to remain in place and intact as defined on the plans shall be protected by the Contractor. Where necessary monuments, property corners, and section corners will be adjusted or replaced by the City for this project. 1. Control Location of horizontal and vertical control points will be provided at approximately 1000-foot intervals. Monuments will be set outside the limits of construction. 2. Easements and Right of Way Temporary construction easements (TCE) and those portions of right of way between TCE's will be staked at 100 foot intervals on tangents, PCs, 50 foot intervals on curves, angle points and corner points. 3. Excavation and Embankment a. One set of slope stakes at 50-foot intervals (stations) on each side of the proposed road including intersections. Staking information to include cut/fill for • "limit of cut" or "limit of fill" location • decision point (ditch flowline or grade break) • edge of pavement • roadway centerline b. One set of shoulder and/or curb stakes at 50-foot stations on each side of the road including intersections. c. One set of slope or shoulder stakes for the grading of each driveway and field access. d. Ditch grades shall be defined by the slope staking described above. 4. Storm Drainage One set of offset stakes for each storm drain pipe and inlets. 5. Utility Crossing One set of offset stakes for the utility conduit crossings. 6. Subgrade and Paving a. One set of blue top subgrade stakes at 50-foot stations on tangents, PCs and PT's after completion of the subgrade preparation. Stakes to be set at 25-foot stations for horizontal curves with a radius less than 1,000 feet and at all vertical curves. Blue tops will be set on centerline and the edge of pavement on both sides of the roadway. These blue tops will remain in place to be used for the aggregate base course or paving operations. 44 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 625 CONSTRUCTION SURVEYING 7. Signs One set of stakes to locate each sign. 8. Delineators No survey will be provided. The Contractor shall install delineators as specified in the plans. 9. Striping City of Fort Collins will provide layout of all temporary pavement striping for the Contractor. 10. Mailboxes, Newspaper Boxes and Address Posts No survey will be provided. The Contractor shall reset all mailboxes, newspaper boxes and address posts per agreement with the property owner and approval by the Engineer. 11. Property Corners and Section Corners Reset property corners located along the right of way and section corners within the project grading limits. 45 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 627 PAVEMENT MARKING Section 627 of the Standard Specifications is hereby revised for this project as follows: Subsection 627.01 shall include the following: The City of Fort Collins will furnish and install all permanent pavement markings and signing for the project. The contractor is required to coordinate with the City for the completion of the work. 46 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 TRAFFIC CONTROL PLAN - GENERAL The key elements of the Contractor's method of handling traffic (MHT) are outlined in subsection 630.09. The components of the TCP for this project are included in the following: • City of Fort Collins Work Area Traffic Control Handbook, 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 • Section 630 of the specifications. • Revision of Sections 100, 104, and 108 of these Project Specifications • Standard Plan S-630-1, Traffic Controls for Highway Construction, Case and Standard Plan S-630-2 • Schedule of Construction Traffic Control Devices • Temporary and Permanent Traffic Signal Plans • Signing and Striping Plans • Construction phasing plans • Detour plans Special Traffic Control Plan requirements for this project are as follows: A. The Recommended Phasing Plan provided in the Contract Documents is to be used as a guideline for the CONTRACTOR. The CONTRACTOR shall submit his own detailed Traffic Control Plan for approval by the OWNER. The submittal shall be made at least two weeks before implementation of any element of the plan. Adjustments to the approved plan may be required by the OWNER based on actual traffic operation. B. Short -duration closures of City streets are allowed as shown in the Recommended Phasing Plans. C. During all phases of construction a minimum of one eleven -foot lane in each direction shall remain open on Taft Hill Road, except as shown in the recommended phasing plan or as approved by the City. D. The CONTRACTOR shall maintain pedestrian and bicycle movements through the project site. The Traffic Control plan shall address the method of handling these movements. E. During all phases of construction, a minimum of one lane in each direction plus left turn lanes shall remain open through the intersection at CR-38E (Harmony Road), except as shown in the recommended phasing plan or as approved by the City. F. The CONTRACTOR shall, at all times, provide for emergency vehicle access into and through the construction site. G. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. H. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 47 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- TRAFFIC CONTROL PLAN - GENERAL I. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. J. Provide and maintain continual temporary access for businesses and residences. K. Roadway Usage Between Operations - 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. L. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless allowed by the Engineer. M. During the resurfacing work, only one lane may be closed to traffic at any time. Traffic shall not be delayed for more than 15 minutes or as directed by the Engineer. N. The CONTRACTOR shall coordinate Traffic Control activities with the City of Fort Collins Traffic Engineering and Electric Departments to assure that work activities by those departments are coordinated with the CONTRACTORS activities. At the least 48 hours notice is required. Staging of Permanent Traffic Signals and Construction Signing/Striping with Permanent Signing/Striping shall be established with the City's Traffic Department and reflected in the Traffic Control Plan and Schedule. O. Night construction activities are not allowed. P. The CONTRACTOR shall maintain 11' (minimum), 12' (desirable) lanes throughout the project unless otherwise noted in the Construction Phasing plans. Q. The CONTRACTOR shall maintain the condition of all pavements including temporary widening and driveways, as directed by the Engineer. Any improvements necessary will be the responsibility of the CONTRACTOR and included in the price bid for Traffic Control. South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.01 shall include the following: The Contractor shall submit detailed traffic control plans (TCP) with the proposed method for handling traffic (MHT). A traffic control phasing overview is provided in the plans for guidelines in the preparation of the MHT's. Upon approval, a copy of the approved MHT shall be available at the project site at all times. Subsection 630.09 shall include the following: The Contractor is allowed to close South Taft Hill Road between CR 38E (Harmony Road) and Horsetooth Road specifically for the construction of the storm sewer located between STA 31+50 and STA 37+25 and for top -lift paving. No closures for additional construction are allowed. The following requirements apply for the proposed road closure: • Closure of South Taft Hill Road between CR 38E (Harmony Road) and Horsetooth Road are limited to five (5) consecutive days maximum (a second options is for closure over two weekends, Sat. & Sun.) • Contractors work hours are limited to be between 6:00 AM and 7:00 PM • Contractor must have Traffic Control and Detour Plan approved a minimum of two (2) weeks prior to the proposed closure date. • Local access shall be maintained to properties that directly connect to South Taft Hill Road or where access is required via use of streets within this section • A traffic detour route will be located on Horsetooth Road (between South Taft Hill and Shields), on Shields (between Horsetooth and Harmony Road), and on Harmony Road (between Shields and South Taft Hill). The contractor shall coordinate the MHT plans with the proposed South Taft Hill Road detour south of Harmony Road (CR 38E) that is part of a separate project. At no time is the contractor allowed to close the South Taft Hill Road and Harmony Road (CR 38E) intersection while this road closure is in place. The Springfield Court roadway connection to South Taft Hill Road is the only access to the Springfield Court apartments. The contractor shall make special arrangements so that access is maintained during construction activities at this intersection. There is a fire access to the apartments, located at STA 27+40 that may be used temporarily to maintain access. The temporary access shall be improved to the satisfaction of the Engineer. Subsection 630.15 shall include the following: Payment for traffic control shall be lump sum including all items necessary to complete the work except flagging and portable message sign panel will be paid for by individual items. No other traffic control items will be paid for separately. The total number of flagging hours has been estimated for the project. Payment will be in accordance with section 630.14 of the Standard Specification. The contractor shall provide estimates of the projected number of flagging hours that will be required. The estimate shall be provided and updated weekly for the upcoming two week period. 49 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Two portable message signs will be required for the project for the proposed closure of Taft Hill Road described previously. PAYMENT WILL BE MADE UNDER: Pay Item Pay Unit Flagging Hour Portable Message Sign Panel Day Traffic Control Lump Sum 50 No Text South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 REVISION OF SECTION 702 SUPERPAVE PG BINDERS Section 702 of the Standard Specifications is hereby revised for this project as follows: Subsection 702.01(a) shall include the following: Asphalt cement shall not be acid modified or alkaline modified. Asphalt cement shall not contain any used oils that have not been re -refined for resale. In addition, no modifiers shall be added that do not comply with environmental rules and regulations including 40 CFR Part 261.6(a) (3) (v), and part 266/Subpart C. Modifiers shall not be carcinogenic. The supplier of the PG binder shall be certified in accordance with CP 11. 51 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 UTILITIES The followina Utilities are known to be within the oroiect limits: Utility/Agency Contact Phone Sanitary Sewer - City of Fort Collins Roger Buffington (970) 221-6700 Utilities Department P.O. Box 580 Ft. Collins, CO 80522 Water — City of Fort Collins Roger Buffington (970) 221-6700 Utilities Department P.O. Box 580 Ft. Collins, CO 80522 Water— Fort Collins Loveland Water Jay East (970) 221-6814 District 5150 Snead Road Fort Collins, CO 80525 Storm Water — City of Fort Collins Glen Schlueter (970) 224-6065 700 Wood Street P.O. Box 580 Fort Collins, CO 80522 Electric — City of Fort Collins Doug Martine (970) 224-6153 Utilities Department P.O. Box 580 Fort Collins, CO 80522 Gas — Excel Energy Steve Roth (970) 225-7840 1901 E. Horsetooth Road Fort Collins, CO 80525 Telephone — Owest Bill Johnson (970) 377-6401 3351 Eastbrook Drive Fort Collins, CO 80525 Cable TV — AT&T Broadband Dennis Greenwalt (970) 484-7166 1201 University Avenue Fort Collins, CO 80521 Electric — Poudre Valley REA Jim Byrne Phone: (970)226-1234 7649 REA Parkway Fax: (970)226-2123 Fort Collins, CO 80528 email: pvrea@bpvrea.com The work described in these plans and specifications will require coordination between the Contractor and the utility companies in accordance with subsection 105.10 in conducting their respective operations, so the utility work can be completed with minimum delay to all parties concerned. The Contractor will be required to provide traffic control for any utility work expected to be coordinated with construction, as directed by the Project Engineer. The Contractor shall coordinate expected relocation completion schedules with each utility after notice to proceed. The Contractor shall complete a project schedule and updates to that schedule so that the project will be completed in the time frame allowed in this contract considering utility relocations and utility coordination at the time of construction. The work listed below shall be performed by the Contractor in accordance with the plans and specifications, and as directed by the Engineer. The Contractor shall keep the utility companies advised of any work being done to their facilities, so that the utility companies can coordinate their inspections for final acceptance of the work with the Engineer. Provide written notice to each utility company, with a copy to the Engineer, prior to any work by a utility company that is to be coordinated with project construction. A minimum of three (3) calendar weeks of prior notice is required. 52 South Taft Hill Road Improvements March 15, 2006 Project Special Provisions City Bid No. 5972 -2- UTILITIES For the City of Fort Collins Sanitary Sewer - The Contractor shall adjust and reset existing facilities (manhole adjustments) as shown on the plans. For the City of Fort Collins and Loveland Fort Collins Water District water facilities - The Contractor shall adjust and reset existing facilities (manhole, water valve, water meter adjustments and hydrant and vent pipe resets), as shown on the plans. For the City of Fort Collins Electric - The Contractor shall coordinate the adjustment of manholes, pullboxes, and pedestals as shown on the plans and as necessary. For the City of Fort Collins Storm Sewer - The Contractor shall adjust and reset existing facilities (manhole adjustments) and install new storm sewer and appurtenances as shown on the plans. The work will include the removal and adjustment of existing facilities as necessary. The following utility work is anticipated and shall be performed by the Utility Company or their agents. Additional work may be necessary and all improvement shall be coordinated by the CONTRACTOR as required for completion of the project. For the City of Fort Collins and Loveland Fort Collins Water District water facilities - Field locate existing utility locations. The City of Fort Collins Electric — Adjust and/or reset electric vault and manhole located at STA 20+05 RT. Reset electrical vault and poles. Reset electric pedestals as shown on plans and as required. Poudre Valley REA — Relocate utility pole anchor cable on south side of CR 38E for new driveway to Taranow property. Xcel Energy— Adjust existing gas meters as shown on plans. Relocate existing gas line in conflict with storm sewer pipe at Station 32+25. Owest— Relocate telephone line between STA 26+50 and 32+30 and STA 19+15 to 19+40 left for construction of the proposed storm sewer. Reset telephone pedestals as shown on plans and as required. AT&T Broadband - Relocate cable TV line between STA 26+50 and 32+30 and STA 19+15 to 19+40 left for construction of the proposed storm sewer. Reset pedestals as shown on plans and as required. General - The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements"), when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least three (3) business days prior to commencing such operations. Contact the Utility Notification Center of Colorado (UNCC) to have locations of UNCC-registered lines marked by member companies. Call 1-800-922-1987 for locate requests outside the Denver Metro area. All other underground facilities shall be located by the contacting the respective company. Utility service laterals shall also be located prior to beginning excavation or grading. All costs incidental to the foregoing requirements will not be paid for separately, but shall be included in the work. 53 GEOTECHNICAL ENGINEERING REPORT SOUTH TAFT HILL ROAD IMPROVEMENTS HORSETOOTH ROAD SOUTH TO HARMONY ROAD (LCR 38E) FORT COLLINS, COLORADO TERRACON PROJECT NO.20045168 June 13, 2005 Prepared for: POST, BUCKLEY, SCHUH & JERNIGAN, INC. 5500 GREENWOOD PLAZA BLVD. — SUITE 150 GRENWOOD VILLAGE, COLORADO 80111 ATTN: MR. DANIEL LIDDLE, P.E. Prepared by: Terracon 301 North Howes Street Fort Collins, Colorado 80521 Irarracon June 13, 2005 PBS&J, Inc. 5500 Greenwood Plaza Boulevard — Suite 150 Greenwood Village, Colorado 80111 Attn: Mr. Daniel Liddle, P.E. Irerracon Consulting Engineers & Scientists 301 North Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 Phone 970.484.0359 Fax 970.484.0454 www.terracon.com Re: Geotechnical Engineering Report — Pavement Evaluation South Taft Hill Road Improvements — Horsetooth Road to CR 38E (Harmony Road) Fort Collins, Larimer County, Colorado Terracon Project No. 20045168 Terracon has completed the geotechnical engineering subsurface exploration and pavement design evaluation for the proposed roadway improvements along South Taft Hill Road from Horsetooth Road and continuing south approximately %-miles to Larimer County Road 38E (Harmony Road) in southwest Fort Collins, Colorado. Also included with this project will be improvements at the intersection of South Taft Hill Road and LCR 38E to the west. We understand no major or minor structures are anticipated for this project. This study was performed in general accordance with our Proposal No. D2004271 dated July 26, 2004, as well as the Larimer County Urban Area Street Standards (LCUASS) pavement design guidelines. The results of our pavement evaluation/assessment including the boring location diagram, field and laboratory test results, design criteria and the pavement thickness recommendations for the project are attached. We appreciate the opportunity to be of service to you on this phase of your project. If you have any questions concerning this report, or if we may be of further service to you, please do not hesitate to contact us. Sincerely, TERRACON David A. Richer, P.E. Geotechnical Engineer/Department Manager Reviewed by: Douglas J. Jobe, P.E. Regional Manager Copies to: Addressee (3) City of Fort Collins — Engineering Department (4): Mr. Dean Klingler, P.E. Larimer County Engineering Department (2): Mr. Rusty McDaniel, P.E. TST, Inc. — Consulting Engineers (2): Mr. Steve Humann, P.E. Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide TABLE OF CONTENTS Page No. Letterof Transmittal.................................................................................................................. ii INTRODUCTION...................................................................................................................1 PROJECTDESCRIPTION....................................................................................................1 SITEEXPLORATION............................................................................................................2 FieldExploration..........................................................................................................2 LaboratoryTesting.......................................................................................................2 SITECONDITIONS...............................................................................................................3 SUBSURFACECONDITIONS..............................................................................................4 Soil and Bedrock Conditions........................................................................................4 Field and Laboratory Test Results...............................................................................4 Groundwater Conditions..............................................................................................5 GEOTECHNICAL ENGINEERING RECOMMENDATIONS..................................................5 Geotechnical Considerations.......................................................................................5 Pavement Design and Construction.............................................................................6 DetentionPonds........................................................................................................10 Earthwork...................................................................................................................11 General Considerations....................................................................................11 SitePreparation................................................................................................11 Subgrade Preparation.......................................................................................12 Fill Materials and Placement.............................................................................12 Corrosion Protection.........................................................................................13 General Considerations for Fly ash Subgrade Preparation...............................13 FlyAsh Placement............................................................................................13 Compaction of Fly Ash and Soil Mixture...........................................................14 Curing...............................................................................................................15 GENERALCOMMENTS..........................................:..........................................................15 APPENDIX A Vicinity Map — Figure No. 1 Test Boring Location Plan — Figure No. 2 Log of Boring Nos. 3 through 23 APPENDIX B Laboratory Test Results Pavement Analysis — AASHTO/LCUASS Design Data Sheets APPENDIX C General and Pavement Notes GEOTECHNICAL ENGINEERING REPORT SOUTH TAFT HILL ROAD IMPROVEMENTS — APPROXIMATELY'!a-MILES HORSETOOTH ROAD SOUTH TO HARMONY ROAD (LCR 38E) FORT COLLINS, COLORADO TERRACON PROJECT NO.20045168 June 13, 2005 INTRODUCTION This report contains the results of our pavement design evaluation for the proposed roadway improvements along South Taft Hill Road from Horsetooth Road and continuing south approximately %-miles to Larimer County Road 38E (Harmony Road) in southwest Fort Collins, Colorado. Also included with this project will be improvements at the intersection of South Taft Hill Road and LCR 38E to the west. We understand no major or minor structures are anticipated for this project. This study was completed in general accordance with the Larimer County Urban Area Street Standards (LCUASS) pavement design guidelines. The alignment of South Taft Hill Road provides the eastern boundary of the Northeast % of Section 33 and the western boundary of the Northwest '/ of Section 34 Township 7 North, Range 69 West of the 6'h Principal Meridian, Larimer County, Colorado. A vicinity map depicting the location of the subject site is enclosed as Figure No. 1 in Appendix A. The purpose of this report is to provide existing pavement thicknesses and geotechnical engineering design criteria for the proposed site improvements. The conclusions and recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, our experience with similar soil conditions and our understanding of the proposed project. PROJECT DESCRIPTION The project as we understand is to improve the existing 2-lane arterial roadway with left turn at Horsetooth Road and LCR 38E, ultimately into a 4-lane arterial with various turn lanes and a center median. Also included with this project will be improvements to the western portion of the intersection of South Taft Hill Road and LCR 38E. We understand no major or minor structures are anticipated for this project. The improvements for the South Taft Hill Roadway alignment and the southern intersection are to be designed and conducted in general accordance with the Larimer County Urban Area Street Standards (LCUASS) pavement design criteria. 1 Geotechnical Engineering Report lferracan PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 SITE EXPLORATION The scope of the services performed for this portion of the project included a site reconnaissance by an engineering geologist, a subsurface exploration program, laboratory testing and engineering analyses. Field Exploration For this project a total of twenty-one (21) test borings and two (2) concrete pavement cores were drilled throughout the proposed roadway and intersection improvements on March 2 and 3, 2005, at the general locations as shown on the enclosed Test Boring Location Diagram, Figure No. 2. At location Nos. 1 and 2, we were requested to core the existing concrete pavement section and evaluate the thickness and compressive strength characteristics. Results are discussed later in this report. Test Boring Nos. 3 through 21 were drilled to approximate depths of 10 to 15-feet below existing site grades throughout the proposed roadway alignment. Test Boring Nos. 22 and 23 were located in the vacant parcel of land situated at the northeast corner of Harmony Road and South Taft Hill Road in an effort to provide soil, bedrock and groundwater profile conditions for possible consideration as a future detention pond area. All test borings were advanced with a truck -mounted drilling rig, utilizing 4 and 6-inch diameter solid stem augers. Lithologic logs of each boring were recorded by the engineering geologist or geotechnical engineer during the drilling operations. At selected intervals, samples of the subsurface materials were taken by driving a split -spoon or ring barrel sampler. Composite samples were obtained at various test borings for further laboratory analyses to determine the subgrade strength characteristics. Penetration resistance measurements were obtained by driving the split -spoon and ring barrel sampling devices into the subsurface materials with a 140-pound hammer falling 30 inches. The penetration resistance value is a useful index in estimating the consistency, relative density or hardness of the materials encountered. Groundwater conditions were evaluated in each boring at the time of site exploration. The borings were backfilled after completion of the drilling operations as part of our permit process; therefore, stabilized groundwater measurements were not obtained. Laboratory Testing All samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer and were classified in accordance with the Unified Soil Classification System described in Appendix C. Samples of bedrock were classified in 2 Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 1rerracon accordance with the general notes for Bedrock Classification. At that time, the field descriptions were confirmed or modified as necessary and an applicable laboratory testing program was formulated to determine engineering properties of the subsurface materials. Boring logs were prepared and are presented in Appendix A. Laboratory tests were conducted on selected soil samples. The test results were used for the geotechnical engineering analyses, and the development of pavement and earthwork recommendations. All laboratory tests were performed in general accordance with local or other accepted standards. Selected soil and concrete core samples were tested for the following engineering properties: • Water Content • Dry Density • Swell -Consolidation • R-Value • Plasticity Index/Soil Classifications SITE CONDITIONS • Grain -Size Distribution • Water Soluble Sulfates • Resistivity • pH • Concrete Compressive Strength Characteristics The site for the proposed roadway and intersection improvements is located along South Taft Hill Road from Horsetooth Road and continuing south approximately '/-miles to the intersection of Larimer County Road (LCR) 38E/Harmony Road in southwest Fort Collins, Colorado. South Taft Hill Road is classified as a 2-lane arterial by the City of Fort Collins — Engineering Department. At the intersection with Horsetooth Road, and continuing approximate 250-linear feet south, the existing pavement consists of an approximate 8 to 10-inch section of Portland Cement Concrete. We understand this portion of the roadway is not part of the proposed improvement project. The remaining existing pavement section, generally consists of approximately 5 to 12-inches of Hot Mix Asphalt (HMA) underlain by approximately 2 to 8-inches of an aggregate base course (ABC), and exhibits slight signs of pavement distress with random transverse, longitudinal, and alligator cracks. The roadway presently does not have concrete curb and gutter in place. The drainage generally consists of earthen drain swales and reinforced concrete pipes (RCP) with the final discharge to storm drain inlets. We understand additional fill material may be required to elevate the widened portions and to improve surface drainage. Surrounding the project area along the eastern portion is predominantly single-family residential property. A mobile home park is located at the southwest corner South Taft Hill and Horsetooth Road with an existing multi- family residential development further to the south. The habitat for Humanity Home Store is 3 Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 11erraron located south of the multi -family property and an existing gas station/convenience store and carwash facility is located at the northwest comer of South Taft Hill and LCR 38E. SUBSURFACE CONDITIONS Soil Conditions At the surface of Test Location Nos. 1 and 2, concrete core samples were taken and revealed approximately 8 to 10-inches of Portland Cement Concrete pavement. Subgrade samples were not obtained at these two locations, only concrete thickness and compressive strengths were determined. The subsurface soils encountered within the remaining pavement related borings, (i.e. Nos. 3 through 21) revealed an approximate 5 to 12-inch section of existing HMA, underlain by approximately 2 to 8-inches of an aggregate base course material. Sandy lean clay and clayey sand with trace amounts of gravel fill material was encountered at the surface of Boring Nos. 22 and 23, (borings drilled within the proposed detention pond area) and beneath the pavement sections and extended to the native soils below, at approximate depths of 1 to 6-feet below site grades. The native sandy lean clay, clayey sand or silty sand lenses were beneath the fill material at approximate depths of 1 to 6-feet below site grades and extended to the depths explored, or to the fine to coarse granular strata below. Silty sand and silty sand with gravel layers were encountered in Boring Nos. 7, 8, 12, and 20 through 22, and extended to the depths explored or to the weathered bedrock below. Siltstone/claystone bedrock was encountered in Boring No. 21 at an approximate depth of 12-feet below site grades and extended to the depths explored. The stratification boundaries shown on the enclosed boring logs represent the approximate locations of changes in soil types; in -situ, the transition of materials may be gradual. The subsurface soil, bedrock and groundwater conditions are presented on the Logs of Borings included in Appendix A of this report. Field and Laboratory Test Results Field tests indicate the fill material and the native slightly cohesive soils are medium stiff to stiff in consistency and exhibit low to moderate swell potential and low to moderate subgrade strength characteristics. The fine to coarse granular soils are loose to medium dense to dense in relative density and exhibit non -to -low swell potential and moderate subgrade strength characteristics. The bedrock, where encountered was weathered to moderately hard and generally is prone to have moderate swell potential. 4 ADDENDUM S. BID SCHEDULE (Base Bid) 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road ITEM NO. ITEM UNIT QUANTITY 202 CLEARING AND GRUBBING LS 1 202 REMOVAL OF TREE (UP TO 24") EACH 1 202 REMOVAL OF TREE (24"AND GREATER) EACH 1 202 REMOVAL OF PIPE LF 360 202 REMOVAL OF END SECTION EACH 6 202 REMOVAL OF MANHOLE EACH 2 202 REMOVAL OF SIDEWALK SY 550 202 REMOVAL OF MEDIAN (HORSETOOTH CIRCLE) LS 1 202 REMOVAL OF CURB AND GUTTER LF 230 202 REMOVAL OF CONCRETE GUTTER LF 85 202 REMOVAL OF CONCRETE PAVEMENT SF 830 202 REMOVAL OF ASPHALT MAT SY 9,800 202 REMOVAL OF ASPHALT MAT (PLANING) SY 6,500 202 REMOVAL OF PAVEMENT MARKING LF 3,735 202 REMOVAL OF GROUND SIGN EACH 7 203 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 1,762 203 POTHOLING HOUR 40 207 TOPSOIL (STOCKPILE AND REDISTRIBUTE) CY 730 208 EROSION BALES (WEED FREE HAY) EACH 20 208 SILT FENCE LF 200 208 CONCRETE WASHOUT STRUCTURE EACH 1 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2 210 RESET LIGHT POLE EACH 1 210 RESET MAILBOX STRUCTURE EACH 13 210 RESET FIRE HYDRANT EACH 3 210 RESET WATER VENT PIPES EACH 2 210 ADJUST MANHOLE EACH 14 210 ADJUST VALVE BOX EACH 11 210 ADJUST WATER METER EACH 2 212 SEEDING (TALL FESCUE MIX) ACRE 0.5 212 SEEDING (NATIVE) (NON -IRRIGATED) ACRE 0.5 212 SOD SF 2,000 213 MULCHING (WEED FREE HAY) ACRE 1.0 213 MULCH TACKIFIER LB 200 214 DECIDIDUOUS TREE (2 INCH CALIPER) EACH 6 214 EVERGREEN TREE (6 FOOT)(BALL AND BURLAP) EACH 4 304 AGGREGATE BASE COURSE (CLASS 6) TON 4,600 307 FLY ASH TREATED SUBGRADE SY 12,000 403 HOT MIX ASPHALT (PATCHING) (ASPH) TON 400 UNIT COST SUBTOTAL f Swwann 630 M aha1-Ldp ttw oho—S Tnc C>noaaai is a9ored tp dow SoA Tah Fib Road bcereen CR 33E Mummy Roadl ertd H,-moo Road ,walks!! ford. oonstrpcdw of dtt storm wwcr kcacd tmiwaen STA 31,50 one SA 37.25 ord h • top-Ih parr{{ No dospras for addn d anan— arc dl>,rad. 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Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 lrerracon As part of this exploration, we were requested to provide existing concrete pavement thickness verification and compressive strength characteristics for the portion of roadway located near the intersection of South Taft Hill Road and Horsetooth Road. A total of 2 concrete cores were taken within the roadway alignment on March 3, 2005, at the general locations as shown on the enclosed Test Boring Location Diagram, Figure No. 2, and are identified as Core Nos. 1 and 2. The concrete cores were taken by a coring subcontractor, C & S Concrete Cutting Company, LLC, of Loveland, Colorado using an approximate 4-inch outside diameter core barrel. The existing concrete pavement in each of these two cores revealed an approximate thickness of 8-inches at Core No. 1 and an approximate thickness of 10-inches at Core No. 2. The cores taken on March 3, 2005, were retrieved by Terracon personnel and were returned to the laboratory for further compressive strength testing. The 7-day air-dry compressive strengths for each core were 7,690 pounds per square inch (psi) and 4,960 psi respectively. Groundwater Conditions Groundwater was not encountered in any of the test borings drilled to maximum depths of 10 to 15-feet below site grades during the initial drilling operations. After completing the drilling operations, the borings were backfilled; therefore, stabilized groundwater measurements were not obtained. These observations represent groundwater conditions at the time of the field exploration, and may not be indicative of other times, or at other locations. GEOT.ECHNICAL ENGINEERING RECOMMENDATIONS Geotechnical Considerations The purpose of this report is to provide geotechnical engineering pavement recommendations for the proposed improvements along South Taft Hill Road as well as at the intersection of South Taft Hill Road with LCR 38E. The subsoils generally consisted of slightly plastic/cohesive sandy lean clay and clayey sand soils exhibiting low to moderate subgrade strength characteristics, R-Values on the order of 10 to 15, and low to moderate swell/expansive potential. Twelve (12) relatively undisturbed subgrade samples obtained from various test borings at approximate depths of 1 to 1-1/2-feet below site grades, when inundated with water in general accordance with the LCUASS swell -consolidation testing procedures at 150 pounds per square foot, revealed swell -index values ranging from approximately (-) 0.6 to (+) 4.0 percent. Five (5) of the 12 samples were either at or exceeded the maximum tolerance limit (i.e. 2 percent) for requiring a swell mitigation plan in general accordance with the LCUASS guideline. Therefore, due to the swell potential at various locations throughout the proposed alignment, (i.e. Boring Locations 5, 7, 8, 11, and 14) and depending upon the time of year for construction, it will be necessary to stabilize/swell mitigate the pavement subgrade prior to placement of base course or Hot Mix Asphalt (HMA) materials. 5 Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 lferracan Two subgrade stabilization alternatives are presented herein, which include either over -excavating and re -moisture conditioning the upper 2-feet beneath the final pavement subgrade section, to near optimum moisture content and recompacting to 95 percent of Standard Proctor Density ASTM D698 or the incorporation of a chemical treatment application into the upper subgrade layer. After the over -excavation and replacement procedure has been completed, additional testing/observation procedures such as "proof -rolling" the subgrade section will be required to verify the stabilization has been accomplished. Another alternative as opposed to a moisture conditioning treatment of the underlying subgrade soils would be to incorporate a chemical treatment process, such as fly ash, into the upper 12-inches of subgrade. Proofrolling and recompacting the subgrade is recommended immediately prior to placement of the aggregate road base section. Soft or weak areas delineated by the proofrolling operations should be undercut or stabilized in -place to achieve the appropriate subgrade support. Asphalt concrete underlain by crushed aggregate .base course with or without a fly ash treated subgrade and non -reinforced concrete pavement are feasible alternatives for the proposed on -site paved sections. Based on the subsurface conditions encountered at the site, and the laboratory test results, it is recommended the on -site pavement improvement areas for the site be designed using a minimum R-value of 10. Pavement design methods are intended to provide structural sections with adequate thickness over a particular subgrade such that wheel loads are reduced to a level the subgrade can support. The support characteristics of the subgrade for pavement design do not account for shrink/swell movements of an expansive clay subgrade such as the soils encountered on this project. Thus, the pavement may be adequate from a structural standpoint, yet still experience cracking and deformation due to shrink/swell related movement of the subgrade. It is, therefore, important to minimize moisture changes in the subgrade to reduce shrink/swell movements. Pavement Design and Construction Design of pavements for the project have been based on the procedures outlined in the 1993 Guideline for Design of Pavement Structures by the American Association of State Highway and Transportation Officials (AASHTO), and Larimer County Urban Area Street Standards (LCUASS) pavement design criteria, and the following data. For flexible pavement design, a 20-year design life years was utilized, along with a design R-value of 10, and an approximate 18-kip equivalent single axle load (ESAL) calculated by Terracon based on the 18-kip equivalent daily load application (EDLA) value provided to us from the City of Fort Collins — Engineering Department on April 6, 2005, environmental criteria and' other factors, the structural numbers (SN) for the site were determined on the basis of the 1993 AASHTO design equation. Is] Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 lrerracon oi-l! 1�118 klp Street.Name kip ESAL Rell$bllity Initlal Term�nal , ��.SH 20 Yearsr EDLA 5er�ticeability Serviceability+, South Taft Hill Road 200 1,460,000 90 4.5 2.5 3.73 Larimer County Road 38E 100 730,000 75 4.5 2.5 3.23 (1) The 18-kip equivalent daily load application (EDLA) and the 18-kip equivalent single axle load (ESAL) values for the project were derived based on information provided to us by the PBS&J on June 5, 2005. PBS&J provided us with the Average Daily Traffic (ADT) values, the projected growth for the next 20 years and the anticipated usage/percentage for passenger cars, single unit trucks and tractor trailer vehicles. The current ADT for Taft Hill Road is approximately 18,435 vehicles. Using the Colorado Department of Transportation (CDOT) methodology for the estimating the projected ESAL during the next 20-years, PBS&J calculated the 18-kip ESAL value at 1,316,802, which equates to an approximate 18-kip EDLA value of 180. The pavement thicknesses presented herein for Taft Hill Road are based on the City of Fort Collins — Engineering Department's 18-kip EDLA standard default value of 200 as presented in the LCUASS Table 10-1 "Flexible Pavement Design Criteria" for a 4-lane arterial roadway. An 18-kip EDLA of 100 was used in the pavement thickness design calculations for LCR 38E. (2) The structural number was calculated using a minimum R-Value of 10, and the LCUASS soil resilient modulus formula for a 20-year design life. Local drainage characteristics of proposed pavement areas are considered to vary from fair to good depending upon location on the site. For purposes of this design analysis, fair drainage characteristics are considered to control the design. These characteristics, coupled with the approximate duration of saturated subgrade conditions, results in a design drainage coefficient of 1.0 when applying the AASHTO criteria for design. In addition to the flexible pavement design analyses, a rigid pavement design analysis was completed, based upon AASHTO design procedures. Rigid pavement design is based on an evaluation of the Modulus of Subgrade Reaction of the soils (K-value); the Modulus of Rupture of the concrete, and other factors previously outlined. The design K-value of 100 pounds per cubic inch (pci) for the subgrade soil was determined by correlation to the laboratory tests results. A modulus of rupture of 650 psi (working stress 488 psi) was used for pavement concrete. The rigid pavement thicknesses for each traffic category were determined on the basis of the AASHTO design equation. 7 Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 lrerracan Recommended alternatives for flexible and rigid pavements, summarized for the South Taft Hill Road project from Horsetooth Road and continuing south just past Harmony Road for approximately'/4-miles using the Structural No. of 3.73 for South Taft Hill and 3.23 for LCR 38E as determined by AASHTO and LCUASS Design Criteria are as follows: RECOMMENDED'MINIMUMPAVEMENTT,"ICKNESS—INCHES; CDOTDESIGNCRITERIA' 1vAsphalt Asphalt StructuratNo. Traffic Area Alternatives Concrete Concrete Aggregate {�1 Fly Ash' Portland comparison Surfa ce Sudace r Base.Course Treated Sub Cement Total Without . With Fly ash Grading , Grading S or: — Class`5 or B Base' Concrete sx or S SG Fly ash (a�.11.05 A 2.5 3.0 12.0 17.5 3.7413.73 — South Taft Hill Road, R B 2.0 3.0 9.0 12.0 26.0 — 3.7913.73 C 12.0 9.0 21.0 N/A NIA A 2.0 3.0 10.0 15.0 3.30/3.23 — Larimer County Road 38E B 1.5 3.0 8.0 12.0 24.5 — 3.24/3.23 C 12.0 8.0 20.0 NIA N/A (1) If the asphalt surface course is to consist of Grading S, then the required minimum lift/thickness placed should be 2-inches. If the asphalt surface course is to consist of Grading SX, the required minimum lift/thickness placed should be 1-1/2-inches. (2) If fly ash is utilized for the on -site pavement improvement areas to mitigate potential unstable soils or for swell mitigation purposes, it is recommended that at least the upper 12-inches of the prepared subgrade be treated with fly ash. Using a minimum thickness of 12-inches of fly ash treated subgrade may reduce the required asphalt thickness by approximately 1 to 1-1/2- inches. Terracon is available to provide the required laboratory soil and fly ash mix design as well as placement recommendations upon request. (3) Alternative A assumes the entire subgrade section has been over -excavated and recompacted to the project specifications and an approved proof roll has been achieved. Due to the properties of the existing cohesive on -site soils, full depth asphalt pavement is not recommended. Each alternative should be investigated with respect to current material availability and economic conditions. Aggregate base course (if used on the site) should consist of a blend of sand and gravel, which meets strict specifications for quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 5 or 6 specifications is recommended for M Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 1rerracan base course. Aggregate base course should be placed in lifts not exceeding six inches and should be compacted to a minimum of 95% Standard Proctor Density (ASTM D698). Asphalt concrete pavement should be composed of a mixture of aggregate, filler, binders, and additives, if required and approved bituminous material in accordance with the LCUASS Pavement Design Criteria. The asphalt concrete should conform to an approved mix design stating the Hveem or Superpave properties, optimum asphalt content, job mix formula and recommended mixing and placing temperatures. Aggregate used in the asphalt concrete should meet particular gradations, such as the Colorado Department of Transportation Grading S, SX or SG specifications. Mix designs should be submitted prior to construction to verify their adequacy. Asphalt material should be placed in maximum 3-inch lifts and should be compacted to a within a range of 92 to 96 % of Maximum Theoretical Density. Long term pavement performance will be dependent upon several factors, including maintaining subgrade moisture levels and providing for preventive maintenance. The following recommendations should be considered the minimum: • Site grading at a minimum 2% grade away from the pavements; • The subgrade and the pavement surface have a minimum % inch per foot slope to promote proper surface drainage. • Consider appropriate edge drainage and pavement under drain systems, • Install pavement drainage surrounding areas anticipated for frequent wetting (e.g. garden centers, wash racks) • Install joint sealant and seal cracks immediately, • Seal all landscaped areas in, or adjacent to pavements to minimize or prevent moisture migration to subgrade soils; • Placing compacted, low permeability backfill against the exterior side of curb and gutter; and, • Placing curb, gutter or sidewalk directly on subgrade soils without the use of base course materials. Preventive maintenance should be planned and provided for through an on -going pavement management program. Preventive maintenance activities are intended to slow the rate of pavement deterioration, and to preserve the pavement investment. Preventive maintenance consists of both localized maintenance (e.g. crack and joint sealing and patching) and global maintenance (e.g. surface sealing). Preventive maintenance is usually the first priority when implementing a planned pavement maintenance program and provides the highest return on investment for pavements. Prior to implementing any maintenance, additional engineering observation is recommended to determine the type and extent of preventive maintenance. 9 Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 lferracon Site grading is generally accomplished early in the construction phase. However as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. Please note that if during or after placement of the stabilization or initial lift of pavement, the area is observed to be yielding under vehicle traffic or construction equipment, it is recommended that Terracon be contacted for additional alternative methods of stabilization, or a change in the pavement section. Detention Ponds It is our understanding there is consideration of improving the vacant parcel of land located at the northeast corner of South Taft Hill Road and Harmony Road into a detention pond for storm water run-off. Soil and groundwater conditions within this area, as depicted from the profiles presented in Boring Nos. 22 and 23, generally consisted of 12 to 15-feet of slightly cohesive to non -cohesive clayey sand and silty sand layers extending to the depths explored or to the bedrock below. Weathered siltstone/claystone bedrock was encountered at an approximate depth of 12-feet below site grades in Boring No. 21 and extended to the depths explored. Groundwater was not encountered to maximum depths of exploration, 15-feet below existing site grades in these two boring locations. The detention ponds are to collect surface water and pavement runoff for the project as a temporary "holding basin" over time and eventually discharge the water into the storm sewer drainage system. It is anticipated that excavation of the detention ponds could be accomplished by conventional type excavation equipment. The pond should be excavated on slopes of 2:1 or flatter and any associated berms should be constructed on 2:1 slopes. The berms surrounding the pond should be lined the on -site cohesive type soils, and/or imported clay materials approved by the Geotechnical Engineer. The cohesive type soils should be moisture conditioned to plus or minus 2 percent of optimum moisture content, placed in uniform lifts and mechanically compacted to at least 95 percent of Standard Proctor Density ASTM D698. Groundwater was not encounterd to maximum depths of 15-feet below existing site grades; therefore, liming the bottom of the pond is not warranted. 10 Geotechnical Engineering Report Srracon PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 Earthwork General Considerations The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, placement of pavement sections, and other geotechnical conditions exposed during the construction of the project. Site Preparation Strip and remove any existing vegetation, debris, pavement, and other deleterious materials from proposed pavement areas prior to any additional fill material being placed. All exposed surfaces should be free of mounds and depressions, which could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site, or used to re -vegetate landscaped areas or exposed slopes after completion of grading operations. All exposed areas which will receive fill, once properly cleared and benched where necessary, should be scarified to a minimum depth of 12-inches, conditioned to near optimum moisture content, and compacted. It is anticipated that excavations into the underlying subsoils for the proposed roadway construction could be accomplished with conventional earthmoving equipment. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. Based upon the subsurface conditions determined from the geotechnical exploration, the majority of the underlying subgrade soils exposed during construction are anticipated to be relatively stable; however unstable or soft compressible soil conditions may be encountered during construction. The stability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unstable conditions develop, workability may be improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique. Laboratory 11 Geotechnical Engineering Report PBSU, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 lbrracon evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. Subgrade Preparation Subgrade soils beneath any pavement sections or areas in which an over -excavation and replacement section is being utilized, or additional fill material is required, should be scarified, moisture conditioned and recompacted to a minimum depth of 12-inches. The moisture content and compaction of subgrade soils should be maintained until slab or pavement construction. Fill Materials and Placement Clean on -site soils or approved imported materials may be used as fill material. Imported soils (if required) should conform to the following: Percent fines by weight Gradation (ASTM C136) 3"......................................................................................................... 100 No. 4 Sieve....................................................................................... 30-80 No. 200 Sieve.............................................................................. 35 (max) • Liquid Limit....................................................................... 30 (max) • Plasticity Index................................................................. 15 (max) • R-Value — (LCUASS Imported Fill Material) ..................... 15 (min) Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. It is recommended all fill material be compacted to a minimum 95 percent of Standard Proctor Density ASTM D698. On -site clay soils should be compacted within a moisture content range of 2 percent below, to 3 percent above optimum unless modified by the project geotechnical engineer. Imported granular soils should be compacted within a moisture range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. IM Geotechnical Engineering Report lrerrxan PBSU, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 Corrosion Protection Negligible results of soluble sulfate testing conducted as part of this study indicate that ASTM Type I Portland cement could be specified for all project concrete on an below grade. However, if there is no or minimal cost differential, use of ASTM Type 11 Portland cement is recommended for additional sulfate resistance of construction concrete. Foundation or pavement related concrete should be in accordance with the provisions of the AC/ Design Manual, Section 318, Chapter 4. Laboratory test results as part of this study indicate that on -site soils have resistivities ranging from approximately 1190 to 2000 ohm -centimeters and pH values of 7.0 to 7.2. These values should be used to determine potential corrosive characteristics of the on - site soils with respect to contact with the various underground materials, which could be used during the project construction phases. General Considerations for Fly ash Subgrade Preparation — (If Required) The conclusions contained in this report for the proposed construction are contingent upon compliance with recommendations presented in this section as well as those presented in LCUASS Pavement Design Manual — Chapter 22. The following provides general fly ash construction guidelines, which should be followed in conjunction with those presented in Chapter 22 of the LCUASS manual. Fly Ash Placement The upper 12 inches of existing subgrade should be treated with a minimum of 12 percent of Class C fly ash. The fly ash shall consist of Class C fly ash meeting ASTM Specification C 618. 2. Water used in the stabilized mixture should be potable. 3. The machinery, equipment and tools necessary for proper placement of the fly ash and soil mixture should be suitable for properly mixing and compacting the soil and fly ash mixture. 4. It is important to secure a completed course of treated material, which contains a uniform fly ash soil mixture with no loose or segregated areas. The material should have a uniform density and moisture content, is well bound its full depth and has a smooth surface suitable for placing base course and pavement. 13 Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 lferraron 5. The subgrade should be graded and shaped to enable the fly ash treatment of materials in place in conformance with lines, grades and thickness shown on the plans. 6. The fly ash shall be spread by a method approved by the engineer at the rate shown on the plan or as directed by the engineer. Fly ash shall not be applied when wind conditions in the opinion of the engineer are such that blowing fly ash becomes objectionable to traffic or adjacent property owners. 7. During the final mixing, the material shall be sprinkled as directed by the engineer until the proper moisture content has been obtained. However, initial mixing after the addition to fly ash may be accomplished dry or with a minimum of water to prevent fly ash balls. 8. Final moisture content of the mix prior to compaction shall not exceed the optimum moisture content by more than 2 percent nor be less than the optimum moisture by more than 2 percent during placement and compaction procedures. 9. The soil and fly ash shall be thoroughly mixed with approved road mixers or other approved equipment and the mixing continued until in the opinion of the engineer a homogeneous and friable mixture of soil and fly ash is obtained free from clods or lumps. Water required to achieve the specific moisture content for the mixture should be added after initial mixing. Compaction of the mixture shall begin immediately after mixing of the fly ash and shall be completed within 2 hours following addition of water to the fly ash. The material shall be sprinkled as necessary to maintain the optimum moisture. Compaction of Fly Ash and Soil Mixture Place and compact subgrade in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift as described above. 2. Compaction of the mixture shall begin at the bottom and continue until the entire depth of the mixture is uniformly and compacted to the specified density. 3. Uncompacted fill lifts should not exceed 12 inches loose thickness. 4. No fill should be placed over frozen ground. 14 No Text Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larlmer County, Colorado Project No. 20045168 Ilimacan 5. The fly ash materials should be compacted to a minimum of 95% of Standard Proctor Density ASTM D698. Curing 1. The final layer of treated subgrade should be thoroughly rolled with a pneumatic tire roller, skimmed with a road grader to a depth of approximately 1/4-inch removing all loosened stabilized material from the section. The moisture content of the surface material must be maintained within the specified range during all finishing. Finishing shall proceed in such a manner as to produce, in not more than 2 hours, a smooth, closely knit surface free of cracks, ridges or loose material conforming to grades and plans. 2. After the fly ash treated course has been finished as specified, the surface shall be protected against rapid drying by either of the following curing methods for a period of not less than 3 days or until the surface of subsequent courses are in place. (a) By maintaining a continuous moisture condition by sprinkling; or (b) By applying an asphalt membrane to the treated course immediately after it is completed. The type of asphalt used shall be sufficient to completely cover and seal the total surface. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, and pavement construction phases of the project. In the event that any changes of the proposed project are planned, the conclusions and recommendations contained in this report should be reviewed and the report modified or supplemented as necessary. The analyses and recommendations in this report are based in part upon data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations, which may occur between borings or across the site. The nature and extent of such variations may not become evident until construction. If variations appear, it will be necessary to reevaluate the recommendations of this report. The scope of services for this project does not include either specifically or by implication any environmental assessment of the site or identification of contaminated or hazardous materials or 15 Geotechnical Engineering Report PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 1rerraran conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, express or implied, are intended or made. In the event that changes in the nature, design, or location of the project as outlined in this report, are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes, and either verifies or modifies the conclusions of this report in writing. 16 APPENDIX A lrerracon FIGURE 1: SITE VICINITY MAP TAFT HILL ROAD WIDENING IMPROVEMENTS NW 114 SECTION 34. T7N, R69W & WE 114 SECTION 33, T7N, R69W FORT COLLINS, COLORADO Pmjecl Mngr. DAR 6m-u-scan Project No. 20E Designed By- Scale: 1 •_ Checked By. DAR Del.: E 301 N. Howes Street Approved By: DAR Drawn By. _ Fort Collins, Colorado 80521 DIAGRAM IS FOR GENERAL LOCARON ONLY. AND IS NOT INTENDED FOR CONSTRUC00N PURPOSES. F1ieName: 20045168•figl Rq.ro No. 1 !W| , � . 0� /jfa ;��}� §§ R R | — m. 2» # a " ! w0 \/2 tz ! ■ ( - ^ � § - {} \ § § 2 j§ ` ( rr /\ \§ § ; \ _§ § §) � zy § j |§ ;( - (_ . e e « § \ }� « � �d . y &. b / v ( --- �-- m. a LOG OF BORING NO. 3 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS w � DESCRIPTION m > F z gzo w z z zz TZ w U) Co W 0 zcn 3 It pi } oW 0FN = xc c� Approx. Surface Elev.: 5137.1 ft o of Z) D z w W a° (0 m a0 3 0 Ir� 0 a z� 0 a_j a 0.5 ASPHALT- 6" 5136.5 1 AGGREGATE COURSE BASE- 6" 5136 FILL MATERIAL CL 1 RS 6 6/0.5 10.2 111 Sandy Lean Clay CL 2 RS 12 24 12.5 117 Brown, reddish brown, very stiff to hard, trace gravel CL 3 SS 12 30 21.5 CL 4 SS 12 20 7.0 5 6 5131 CLAYEY SAND Reddish brown, loose to medium dense 27/10141 CL 5 SS 12 9 12.4 10 CL 6 SS 12 11 10.1 15 5122 15 BOTTOM OF BORING a a 7 .J 2 Y Y L The stratification lines represent the approximate boundary lines a between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 3-2-05 r WL T DRY WD L BORING COMPLETED 3CMG WLT CME 75OREMAN w m WL Initial Water Level Reading APPROVED DAR JOB # 20045168 LOG OF BORING NO. 4 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION m r Lu a F-oo U ' w � 42 zrn F Ofw F- Z ZF ZLL z �9 oF� t�> Co w �p az > UUW 5 Approx. Surface Elev.: 5136.9 ft o z 9 it n_ m 3 o a a a o 0.5 ASPHALT- 6" 5136.5 1 AGGREGATE COURSE BASE- 6" 5136 FILL MATERIAL CL 1 RS 6 6/0.5 Sandy Lean Clay CL 2 RS 12 40 20.5 110 Brown, reddish brown, very stiff to hard, trace gravel CL 3 SS 12 30 3.5 5133.5 CLAYEY SAND CL 4 SS 12 16 Reddish brown, medium dense 5 27/10/41 CL 5 SS 12 10 11.8 10 5127 10 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-275 WL V DRY WD Z Irerracon BORING COMPLETED 3-2-05 WL � - � RIG CME-75 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR I JOB # 20045168 LOG OF BORING NO. 5 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS t7 DESCRIPTION O 0° It e D a z _ Cn m CC � z� F WZ IL zz aU w 0U F O �Z > w UW A rox. Surface Elev.: 5140.3 ft o � z T_ w m 3 o o n D w ASPHALT- 8" 0.7 5139.5 AGGREGATE COURSE BASE- 3" FILL MATERIAL CL 1 RS 6 12/0.5 12.0 CL 2 RS 12 34 20.7 105 Sandy Lean Clay Brown, reddish brown, stiff to very stiff, trace gravel CL 3 SS 12 7 10.7 3.5 5137 SANDY LEAN CLAY CL 4 SS 12 10 9.9 Reddish brown, stiff 5 CL 5 SS 12 7 10.7 10 5130.5 10 BOTTOM OF BORING a 9 Y Y L The stratification lines represent the approximate boundary lines a between soil and rock types: in -situ, the transition may be gradual. n WATER LEVEL OBSERVATIONS, ft rerracon BORING STARTED 3-2-05 DRY WD BORING COMPLETED 3CMG WL y RIG G CME 75FOREMAN o WL Initial Water Level Reading APPROVED DAR I JOB # 20045168 LOG OF BORING NO. 6 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION J m > W w �o z CM aU m W Z� WF wZ 0W jF Q Approx. Surface Elev.: 5142.7 ft z � o fm o �_.. o a z� ooU) EL 0.6 ASPHALT- 7" 5142 1 AGGREGATE BASE COURSE - 5" 5141.5 FILL MATERIAL CL 1 ILSI 6 4/0.5 15.7 Sandy Lean Clay CL 2 RS 12 36 22.0 103 Brown, reddish brown, medium stiff to very 2.5 stiff trace gravel 5140 29/12/55 SANDY LEAN CLAY CL 3 SS 12 8 19.8 Reddish brown, medium stiff 1 CL 4 SS 12 11 20.4 5 CL 5 SS 12 6 11.9 10 5132.5 10 BOTTOM OF BORING * LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-2-05 DRY WD Irerracon BORING COMPLETED 3-2-05 WL s RIG CME-75 FOREMAN CMG WELWL L Initial Water Level Reading APPROVED DAR I JOB # 20045168 LOG OF BORING NO. 7 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Im rovements SAMPLES TESTS O r n a DESCRIPTION l z zrn 0z F aZ d C) 2 a L) Fp �z >_ 0w Approx. Surface Elev.: 5143.1 ft o n z r}- � ran m 3 L) o a Z) U) 0.4 ASPHALT- 5" 5142.5 AGGREGATE BASE COURSE- 3" FILL MATERIAL Sandy Lean Clay CL 1 LS 6 17/0.5 11.9 120 3249 CL 2 RS 12 50 15.1 114 Brown, reddish brown, very stiff to hard, trace gravel CL 3 SS 12 16 10.2 4 5139 CL 4 SS NR 12 SANDY LEAN CLAY Reddish brown, stiff 5 6 5137 SILTY SAND WITH GRAVEL Reddish brown, medium dense SM 5 SS 12 15 6.3 t0 5133 10 BOTTOM OF BORING * LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. i WATER 1 LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 3-2-05 s DRY WD s BORING COMPLETED 3CMG i� FWL L RIG CME 75OREMAN s InitialWater Level Reading APPROVED DAR JOB # 20045168 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road BID NO. 5972 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS April 17, 2006 - 2:00 P.M. (OUR CLOCK) LOG OF BORING NO. 8 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION o' cl > w a Z ~z _ m K 0 1- E- Zi 0) w zrn o:z a0 D oz w OF of cD Approx. Surface Elev.: 5144.8 ft w n U)i 7) Z z w of a� Co m 3 U of o a D(n C=7 zi a a- 0.4 ASPHALT- 5" 5144.5 AGGREGATE BASE COURSE- 3" FILL MATERIAL CL 1 RS 6 15/0.5 11.3 119 Clayey Sand CL 2 RS 12 28 13.7 113 Brown, reddish brown, loose to medium 36/20/37 dense, trace gravel CL 3 SS 12 14 10.4 3 514z SANDY LEAN CLAY Reddish brown, stiff CL 4 SS 12 14 15.2 5 5140 5 SILTY SAND WITH GRAVEL Reddish brown, loose SM 5 SS 12 9 8.8 10 5135 10 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 3-275 WL Q DRY WD 1 BORING COMPLETED 3-2-05 WL s RIG CME-75 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR I JOB # 20045168 LOG OF BORING NO. 9 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Im rovements SAMPLES TESTS U DESCRIPTION O m > o a co c' W Zz U. tZW7 a U w 2 > O U 0 Upo° Approx. Surface Elev.: 5147.4 ft o D z of ui m a oZ) U) 0.4 ASPHALT- 5" 5147 0.8 AGGREGATE BASE COURSE- 4" 5146.5 FILL MATERIAL Sandy Lean Clay CL 1 RS 6 8/0.5 15.9 111 Brown, reddish brown, stiff to hard, trace CL 2 IRS 12 18 10.4 123 gravel CL 3 SS 12 16 16.8 4 5143.5 SANDY LEAN CLAY CL 4 SS NR 28 8.9 Reddish brown, very stiff 5 CL 5 SS 12 1 17 10.4 10 CL 6 SS 12 21 3.3 15 5132.5 15 Y BOTTOM OF BORING 0 7 ] CL C U 9 The stratification lines represent the approximate boundary lines o between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft V Irerracon BORING STARTED 3-2-05 DRY WD T COME 3CMG uWL R GRING 75EDOREMAN p WL Initial Water Level Reading APPROVED DAR I JOB # 20045168 LOG OF BORING NO. 10 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION J m > w 3z ~o 't of Z ~ � c � U LLl m LU > O Z� Z } u- ZW 0 V �FN Approx. Surface Elev.: 5146.7 ft o z O ran m �Z 3 o 8 d a ae ASPHALT- 8" 0.7 5146 : AGGREGATE BASE COURSE- 7" 1 3 5145.5 FILL MATERIAL CL 1 LS 6 10/0.5 12.1 114 Clayey Sand 30/17/40 CL 2 RS 12 26 12.1 121 Brown, dark brown, medium dense, trace gravel CL 3 SS 12 15 13.9 CL 4 SS 12 25 9.7 5 5141.5 5 SANDY LEAN CLAY Reddish brown, stiff CL 5 SS 12 12 13.7 10 5136.5 10 BOTTOM OF BORING ` LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-2-05 WL 7-DRY WD � Irerracon BORING COMPLETED 3-2-05 WL Y Y RIG CME-75 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR I JOB # 20045168 LOG OF BORING NO. 11 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS i DESCRIPTION J m } e o uj a Z U D� of > � F- LL� p EL U 2 W LU {�p WWZ FZ } (UW Approx. Surface Elev.: 5148.7 ft o � z ir rfn m 3 0 o CL Z) w 0.4 ASPHALT- 5" 5148.5 0.9 AGGREGATE BASE COURSE- 6" 5148 FILL MATERIAL CL 1 LS 6 10/0.51 8.3 Sandy Lean Clay CL 2 RS 12 28 12.6 118 Brown, dark brown, stiff to very stiff, trace gravel CL 3 SS 12 7 10.4 3 5145.5 SANDY LEAN CLAY Reddish brown, medium stiff to stiff, CL 4 SS NR 7 calcareous 5 CL 5 SS 12 6 9.3 10 5138.5 10 BOTTOM OF BORING i i I LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 3-2-05 WL V DRY WD 1 BORING COMPLETED 3-2-05 WL RIG CME-75 FOREMAN CMG LWLj Initial Water Level Reading APPROVED DAR JOB # 20045168 LOG OF BORING NO. 12 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvement SAMPLES TESTS i DESCRIPTION m }' e h w o a d U w U �Z UW U Approx. Surface Elev.: 5151.4 ft o Z) Z of I-O U) m 3 0 } o a Z) U) ASPHALT- 9" 0.8 5150.5 1.2 AGGREGATE BASE COURSE- 5" 5150 FILL MATERIAL CL 1 IRS1 6 7/0.5 12.8 Sandy Lean Clay CL 2 RS 12 21 7.6 126 Brown, reddish brown, stiff to very stiff, trace gravel CL 3 SS 12 20 13.8 CL 4 SS 12 13 5 5146.5 5 SILTY SAND Reddish brown, medium dense SM 5 SS 12 15 7.8 10 5141.5 10 BOTTOM OF BORING i i The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 rerracon BORING STARTED 3-2-05 WL DRY WD 1 BORING COMPLETED 3-2-05 WL � RIG CME-75 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR I JOB # 20045168 LOG OF BORING NO. 13 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS (7 0 DESCRIPTION O 00 a z x zF m a F �� F LL ow W I� 0 Approx. Surface Elev.: 5151.3 It o n z W co in 3 0 o c Z) rn 0.4 ASPHALT- 5" 5151 ......0.9 AGGREGATE BASE COURSE- 6" 5150.5 FILL MATERIAL CL 1 LS NR 9/0.5 Sandy Lean Clay CL 2 RS 12 26 13.8 118 Brown, dark brown, very stiff, trace gravel 3 5148.5 CL 3 SS 12 13 11.4 SANDY LEAN CLAY Reddish brown, stiff, calcareous CL 4 SS NR 8 7.1 5 CL 5 SS 12 9 6.7 10 5141.5 10 BOTTOM OF BORING n 0 P 0 LS denotes liner sample Y Y L The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. n WATER LEVEL OBSERVATIONS, ft u Irerracon BORING STARTED 3-2-05 n WL DRY WD 1 COMPLETED 3CMG WL Y �IG ROBING CME 75FOREMAN WL Initial Water Level Reading APPROVED DAR I JOB # 20045168 14 LOG OF BORING NO. 14 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION m > R w - ~0 S Cn m > Z� Z KU j U Zi U QF a U W U U t O �Z > OZZ UW o Approx. Surface Elev.: 5152.3 ft o Z) z U) m � o o a M) U a a' 0.4 ASPHALT- 9" 5152 • AGGREGATE BASE COURSE- 6" e:' 1.3 5151 CL 1 LS 6 41/0-51 5.4 1 123 FILL MATERIAL CL 2 RS 12 29 12.5 Clayey Sand 33/21/42 Brown, dark brown, loose to medium dense, trace gravel R-VALUE CL 3 SS 12 15 12.1 @300 PSI = 10 CL 4 SS 12 19 4.4 5 5147.5 5 SANDY LEAN CLAY Reddish brown, stiff, calcareous, CL 5 SS 12 7 9.3 10 5142.5 10 BOTTOM OF BORING " LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-3-05 WL � DRY WD � Ifierracon BORING COMPLETED 3-3-05 WL IWL 1 -Y RIG CME-55 FOREMAN CMG Initial Water Level Reading APPROVED DAR JOB # 20045 668 LOG OF BORING NO. 15 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION m > w c LU ~0 U x Z' U) Kof — F- F z LL a v w w o z�n W �z zz o0W of 0 Approx. Surface Elev.: 5151.3 ft o z Fp a- m o � 0 0 Z� a o ASPHALT- 10" 0.8 5150.5 AGGREGATE BASE COURSE- 8" 1 5 5150 25111/26 FILL MATERIAL CL 1 IRS 6 .30/0.51 1.7 Clayey Sand CL 2 IRS 12 50/0.7 2.5 117 Brown, reddish brown, medium dense to very dense, trace gravel CL 3 SS 12 26 7.8 * Petroleum odor observed CL 4 SS 12 21 6.8 5 8 5145.5 SANDY LEAN CLAY Brown, reddish brown, stiff CL 5 SS 12 10 18.1 10 5141.5 10 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED_ 3-2-05 WL DRY WD I IT BORING COMPLETED 3-2-05 WL E Y RIG CME-75 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR JOB # 20045168 LOG OF BORING NO. 16 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Im rovements SAMPLES TESTS DESCRIPTION m > W o. _ ( m 0 z 0� j W u D W w EL ¢0 o 0zZ W zr Approx. Surface Elev.: 5152.6 ft 0 z W w m 3 0 � 00. rn 0.4 ASPHALT- 12" 5152 AGGREGATE BASE COURSE- 6" 1.5 5151 FILL MATERIAL CL 1 LS NR 37/0.5 Sandy Lean Clay CL 2 RS 12 41 4.4 126 Brown, dark brown, stiff to very stiff, trace 1 gravel CL 3 SS 12 11 11.0 CL 4 SS 12 15 10.3 5 5147.5 5 SANDY LEAN CLAY Reddish brown, calcareous, very stiff CL 5 SS 12 15 18.7 10 5142.5 10 BOTTOM OF BORING * LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-3-05 WL Q DRY WD 1 Irerracon BORING COMPLETED 3-3-05 WL LWL � - � RIG CME-55 FOREMAN CMG Initial Water Level Reading APPROVED DAR JOB # 20045168 LOG OF BORING NO. 17 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION > F z _ a w zrn z a z a0 zz w Approx. Surface Elev.: 5151.4 ft o Z) z of vai m 3 0 o a ? Cn ASPHALT-10" 0.8 5150.5 AGGREGATE BASE COURSE- 8" • 1.5 5150 FILL MATERIAL CL 1 RS 6 11/0.5 7.2 129 Sandy Lean Clay CL 2 RS 12 27 6.9 123 Brown, reddish brown, stiff to very stiff, trace gravel CL 3 SS 12 18 15.3 CL 4 SS 12 26 10.7 5 6 5145.5 SANDY LEAN CLAY Brown, reddish brown, stiff CL 5 SS 12 10 14.3 10 5141.5 10 BOTTOM OF BORING z C D Z J Q Y Y L The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. s WATER LEVEL OBSERVATIONS, ft N Irerracon BORING STARTED 3-2-05 WL Q DRY WD F-T RO'RING COMPLETED 3CMG WL Y Y OREMAN o WL Initial Water Level Reading APPROVED DAR JOB # 20045168 CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SOILS REPORT LOG OF BORING NO. 18 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Im rovements SAMPLES TESTS o DESCRIPTION m CL w Z UU a m O It! Z' W~ ~ F- = O W Q W �Z > U Approx. Surface Elev.: 5152.0 ft o Z) z W (A m 3 0 C o_ Z) U) ASPHALT- 11" 0.9 5151 AGGREGATE BASE COURSE- 2" CL 1 LS 6 11/0.5 8.5 FILL MATERIAL CL 2 RS 12 34 8.4 125 Sandy Lean Clay Dark. brown, stiff to very stiff, trace gravel CL 3 SS 12 18 14.0 3.5 5148.5 SANDY LEAN CLAY CL 4 SS 12 25 12.1 Reddish brown, calcareous, very stiff 5 CL 5 SS 12 19 6.2 10 CL 6 SS 12 14 2.3 15 5137 15 BOTTOM OF BORING i LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft I rerracon BORING STARTED 3-3-05 WL DRY WD t BORING COMPLETED 3-3-05 WL RIG CME-55 FOREMAN CMG i WL Initial Water Level Reading APPROVED DAR JOB # 20045168 LOG OF BORING NO. 19 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS of DESCRIPTION m w� ~z 42 1- H Z LL(7 gzo :30N m m W U ?� u1yI1Z > 6F# A rox. Surface Elev.: 5153.2 ft o � z of w m FZ 3 0 o a UW a ae ASPHALT- 11" 0.9 5152.5 1.3 AGGREGATE BASE COURSE- 4" 5152 CL 1 LS 6 j1110.5j 7.1 120 1477 FILL MATERIAL CL 2 RS 12 1 26 Clayey Sand 31/16/47 Dark brown, medium dense, trace gravel CL 3 SS 12 14 17.0 119 R-VALUE 3.5 5149.5 1 @300 PSI -12 CLAYEY SAND CL 4 SS 12 16 12.2 Reddish brown, loose 5 CL 5 SS 12 6 4.6 10 5143 10 BOTTOM OF BORING i LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft I-rerracon BORING STARTED 3-3-05 WL -V DRY WD -T BORING COMPLETED 3-3-05 WL RIG CME-551 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR JOB # 20045168 LOG OF BORING NO. 20 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvement SAMPLES TESTS o DESCRIPTION F w Z � z o _ W > zfq z R' z LLUr z -SUN w W w m 0 W p w ~a_ �Z ¢O } W t UW z� jFat a� c� Approx. Surface Elev.: 5151.3 ft o Z) z w in Co U n a m n a aE ASPHALT- 8" 0.7 5150.5 AGGREGATE BASE COURSE- 4" FILL MATERIAL CL 1 LS NR 4/0.5 CL 2 RS 12 5 14.0 113 Clayey Sand 32/20/41 Dark brown, very loose, trace gravel CL 3 SS 12 2 15.0 3.5 5148 SANDY LEAN CLAY CL 4 SS 12 2 11.4 Reddish brown, calcareous, soft 5 6 5145.5 SILTY SAND WITH GRAVEL Reddish brown, medium dense SM 5 SS 12 12 4.9 10 5141.5 10 BOTTOM OF BORING a O * LS denotes liner sample Y Y L The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. n WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 3-3-05 r WL DRY WD Z COME WL�mWL R GRING 55EFOREMANj3-3-05 Initial Water Level Reading APPROVED DAR JOB# 2 LOG OF BORING NO. 21 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS CD DESCRIPTION J m > W a z ad m L) Z) z w p af �u o w Cn 0 Approx. Surface Elev.: 5153.0 ft o En m o a M) Cn ASPHALT- 11" 0.9 5152 11.3 AGGREGATE BASE COURSE- 4" 5151.5 CL 1 LS I NR 12/0.5 FILL MATERIAL CL 2 RS NR 32 10.1 Sandy Lean Clay Dark brown, very stiff, trace gravel CL 3 SS 12 21 14.8 4 5149 CL 4 SS 12 36 16.4 SANDY LEAN CLAY Reddish brown, calcareous, hard 5 7 5146 SILTY SAND Brown, medium dense, CL 5 SS 12 26 5.2 10 12 5141 WEATHERED SILTSTONE/ CLAYSTONE 13 5140 Olive gray, rust tan 0-15 SILTSTONE/ CLAYSTONE Olive gray, rust, tan, hard to very hard 5138 15 6 SS 12 40 14.8 BOTTOM OF BORING LS denotes liner sample The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 3-3-05 WL SZ DRY WD T BORING COMPLETED 3-3-05 WL � T RIG CME-551 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR I JOB # 20045168 LOG OF BORING NO. 22 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION co > W a ~ o U K 1- H Z� �Zo to m W z3Of z y C7 0W U jF Approx. Surface Elev.: 5145.0 ft o z) z 0W Cn 0. M 3 U 0 cL z) u) zi a a. o FILL MATERIAL 1 Sandy Lean Clay with Gravel 5144 Brown moist soft SILTY SAND Brown, reddish brown, calcareous, loose 2218/27 SC 1 RS 12 7 3.2 5 SC 2 SS 12 5 3.2 10 12 5133 SILTY SAND WITH GRAVEL Reddish brown, loose SM 3 SS 12 8 2.4 :15 5130 15 i i BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerr�� O� BORING STARTED 3-2-05 WL -7 DRY WD L BORING COMPLETED 3-2-05 WL -T Y RIG CME-75 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR I JOB # 200451 88 LOG OF BORING NO. 23 Page 1 of 1 CLIENT ENGINEER PBS & J SITE Taft Hill Rd- Horsetooth Rd to Harmony Rd PROJECT Fort Collins, Colorado South Taft Hill Road Improvements SAMPLES TESTS DESCRIPTION m > w w a 3z LU �o W F z F- Z �Zo _ U) m w o zm oW zz oDo # CD Approx. Surface Elev.: 5147.7 ft o o U Z) z U of i-0 CL 1W m Fz U > 00. UW Co Ji a ag FILL MATERIAL 1 Sandy Lean Clay with Gravel 5146.5 Brown moist soft CL 1 SS 12 7 13.4 CLAYEY SAND Brown, reddish brown, calcareous, loose to medium dense 30/16/46 CL 2 SS 12 5 14.7 5 CL 3 RS 12 8 10.7r114 to CL 4 SS 12 12 10.8 15 5132.5 15 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in-sltu, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-2-05 WL � DRY WD 1 Irerracon BORING COMPLETED 3-2-05 WL � Y RIG CME-75 FOREMAN CMG WL Initial Water Level Reading APPROVED DAR JOB # 20045168 APPENDIX B lrprrarnn ®o®e e ®®®m e U.0 i U. i 1 10 APPLIED PRESSURE, TSF Specimen Identification I Classification ra, pcf WC,% • 4 1.5ft I FILL MATERIAL: SANDY LEAN CLAY 110 20 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements Irerraccin Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Job #: 20045168 L r r O z m O r 0 a 0 z 0.1 APPLIED PRESSURE, TSF Specimen Identification Classification Ya, pcf WC,% 101 5 1.5ft FILL MATERIAL: SANDY LEAN CLAY 105 21 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements Irerracon Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Colorad Job #: 20045168 Date: 3-30-05 L APPLIED PRESSURE, TSF Specimen Identification Classification I Td, pcf WC,% • 6 1.5ft FILL MATERIAL: SANDY LEAN CLAY 1103 22 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements I-rerracOn Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Job #: 20045168 SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 -4 -2 010 Cn r r 2 0 n O z U) O r 4 a 0 z 6 8 10 0.01 0.1 1 10 APPLIED PRESSURE, TSF a Specimen Identification Classification Id, a m 11 F ❑ J N pcf M m r r 0 O z O r 0 Di 0 z APPLIED PRESSURE, TSF Specimen Identification Classification 1'a, pcf WC,% • 11 1.5ft FILL MATERIAL: SANDY LEAN CLAY 118 13 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements Irerracon Site:Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Job #: 20045168 A F u r r n O z co O r v a 0 z ]L ).01 APPLIED PRESSURE, TSF L' Specimen Identification Classification Ya, pcf WC,% • 12 2.Oft FILL MATERIAL: SANDY LEAN CLAY 126 8 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements Irerracon Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Job #: 20045168 0 n O z W O r O a 0 z 4 2 09 2- 4- 8 0 0.01 0.1 1 i APPLIED PRESSURE, TSF Specimen Identification Classification 'Y" pcf • 15 2.0ft FILL MATERIAL: CLAYEY SAND 117 ["3 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements I-rerracon Site: Taft Hill Rd- Horsetooth Rd to Harmony Rd Fort Collins, Colorado Job #: 20045168 Date: 6-14-05 -4 -2 040 F 2 0 0 z Cn O r 4 n 0 z 6 8 , 10 0.01 0.1 1 10 APPLIED PRESSURE, TSF 0 a M r 0 J Specimen Identification Classification r r r) z Zn 0 v 0 z 0.01 0.1 1 10 APPLIED PRESSURE, TSF Specimen Identification Classification Yd, pcf I WC,% • 18 1.5ft FILL MATERIAL: SANDY LEAN CLAY 125 8 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements Irerracon Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Job #: 20045168 U.0 i U. I 1 10 APPLIED PRESSURE, TSF Specimen Identification Classification I Ya, pcf I WC,% 101 20 1.5ft 1 FILL MATERIAL: CLAYEY SAND1 113 1 14 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements Irerracon Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Job #: 20045168 3L ).01 APPLIED PRESSURE, TSF Specimen Identification I Classification I 1'd, pcf WC,% 101 7 1.5ft I FILL MATERIAL: SANDY LEAN CLAY 114 15 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements Irerracon Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Job #: 20045168 Date: 3-30-05 APPLIED PRESSURE, TSF Specimen Identification Classification Yd, pcf I WC,% • 14 1.Oft FILL MATERIAL: CLAYEY SAND 123 5 Notes: CONSOLIDATION TEST Project: South Taft Hill Road Improvements Ifierra on Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Colora Job #: 20045168 Date: 3-30-05 60 CL CH 50 P L A 40 s T I C T 30 Y I, N 20 D E X O m 10 ML MH CL-ML 20 40 60 80 100 LIQUID LIMIT Specimen Identification LL PL PI %Fines Classification • 4 9.Oft 27 17 10 41 CLAYEY SAND(SC) m 2.5ft 29 17 12 55 SANDY LEAN CLAY(CL) • 8 1.5ft 3 16 20 37 FILL MATERIAL: SANDY LEAN CLAY * 10 1.5ft 30 13 17 40 CLAYEY SAND(SC) O 12 9.0111 NP NP NP 29 SILTY SAND(SM) 0 14 1.5ft 3 12 21 42 CLAYEY SAND(SC) O 15 1.5ft 5 13 12 26 CLAYEY SAND(SC) 0 19 1.5ft 31 15 16 47 CLAYEY SAND(SC) ® 0 1.5ft 3 12 20 41 FILL MATERIAL: CLAYEY SAND ® 21 9.0ft NP NP NP 33 SILTY SAND(SM) ❑ 22 4.0ft 22 14 8 27 CLAYEY SAND(SC) 9 22 9.0ft NP NP NP 30 SILTY SAND(SM) Q 3 4.0ft T30 14 16 46 CLAYEY SAND(SC) ; s s ATTERBERG LIMITS RESULTS Project: South Taft Hill Road Improvements rerracon Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Colora Job #: 20045168 Date: 3-30-05 SECTION 00020 INVITATION TO BID Date: March 22, 2006 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 2:00 P.M., our clock, on April 17, 2006, for the South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road; BID NO. 5972. If delivered, they are to be delivered to 215 North Mason Street, 2"d Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. 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: 1. Reconstruction and widening of approximately %-mile of arterial roadway. 2. Widening of an arterial -arterial intersection (S. Taft Hill Road and Harmony Road). Signal work is by City forces. 3. Installation of a reinforced concrete pipe storm sewer line ranging in size from 36" to 15". Total length is approximately 1,600 linear feet. 4. Full depth asphalt construction with section of mill and inlay. Total asphalt quantity is approximately 6,400 TONS. 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 March 24, 2006. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 a.m., on April 4, 2006, at 215 N. Mason, Community Room, in Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. 07/2001 Section 00020 Page 1 SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER o , vv A in 1a an _ en __ inn ._ qnn :' 11■1■IIIIIIIY� '��I_�IIYYYl1111111■■IIIIIIII■■IIIIIII■■ .,11■■IIIIIII■■IIIIi�1�■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■®f111111��1111111■■IIIIIII■■fIIt111■■ :,11■■IIIIIII■®IIIIIII■\\i111111■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■®IIIIIII■�►IIIIII■■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■®IIIIIII■■fii1111■■IIIIIII■■IIIIIII■■ 11■■IIIIIIIMEN IIIII■■III►111■■IIIIIII■■IIIININE .,11■■1111111■■1111111■■IIIIIII■■11�1111■■IIIIIII■■ 1■■IIIIIII■®IIIt111■■111t1 ��1■■II::IIII■■IIIIIII■■ 1■■IIIIIII■■IIIIIII■■IIIIII►■■N1111■■IIIIIII■■ 11■■IIIIIII■®1111111■■1111111 \■111t111■■1111111■■ ,11■■IIIt111■®IIII111■■IIIIIII■��Ih1111■■IIIIIII■■ 11■■IIIIIII■®IIIIIII■■IIIIIII■`i�Ie1111■■IIIIIII■■ ,11■■1111111■®IIIIIII■■IIIIIII■►IIIIII■■IIIIIII■■ 11■■IIIIIII■®IIIIIII■■IIIIIII■■IIr1111■■IIIIIII■■ ,11■■IIIIIII■®IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■®f111111■■IIIIIII■■IIIIIII■■IIIIIII■■ ,11■■1111111■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 1■■IIIIIII■®IIIIIII■■IIIIIII■■IIIIIII■■1111111■■ I■■IIIIIII■®IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse I fine I coarse medium I fine Specimen Identification Classification LL PL I PI Cc I Cu • 4 9.Oft CLAYEY SAND(SC) 27 17 10 M 6 2.5ft SANDY LEAN CLAY(CL) 29 17 12 • 8 1.5ft CLAYEY SAND(SC) 36 16 20 * 10 1.5ft CLAYEY SAND(SC) 30 13 17 o G 12 9.Oft SILTY SAND(SM) NP NP NP Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay 5 • 4 9.011 0.075 0.0 0.0 41.0 zo m 6 2.511 0.075 0.0 0.0 55.0 • 8 1.5ft 0.075 0.0 0.0 37.0 W * 'a 10 1.5ft 0.075 0.0 0.0 40.0 m 01 b 12 9.0ft 19 0.463 0.081 6.0 65.2 28.8 o 0 GRAIN SIZE DISTRIBUTION W Project: South Taft Hill Road Improvements z Irerracon Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Colorad Job #: 20045168 OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 11■�■IIIIIIIY■IIIYIIYIIWIIIIIII■I■IIIIIII■■IIIIIII■■ .,11■■IIIIIII■■III1�,1■■IIIIIII■■IIIIIII■■IIIIIII■■ .11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ :,11■■IIIIIII■■IIIIIII■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■i111111� IIIIIII■■IIIIIII■■IIIIIII■■ II■■IIIIIII■■IIIIIII IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■\\��IIIII■■IIIIIII■■IIIIIII■■ .,11■■IIIIIII■■IIIIIII■■►,I;111■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■li�.l®1■■IIIIIII■■III IIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ .11■■IIIIIII■■IIIIIII■■1111111�■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII\� II�I111■■IIIIIII■■ 11■IIIIIII■■IIIIIII■■IIIIIII■ `i1111111■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■I��IIII■■IIIIIII■■ 11■■IIlIIII■■IIIIIII■■IIIIIII■■II.,lIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■NINE ■Ell IIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■ Ell IIIII■■ is GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY coarse I fine I coarse medium I ne I Specimen Identification Classification LL PL PI Cc Cu rZA 14 1.5ft CLAYEY SAND(SC) 33 12 21 15 1.5ft CLAYEY SAND(SC) 25 13 12 19 1.5ft CLAYEY SAND(SC) 1 31 15 16 * 20 1.5ft CLAYEY SAND(SC) 32 12 20 o O 21 9.Oft SILTY SAND(SM) NP NP NP m Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay 08 0 14 1.5ft 0.075 0.0 0.0 42.0 o m 15 1.5ft 0.075 0.0 0.0 26.0 ♦ w 19 1.5ft 0.075 0.0 0.0 47.0 * 'a 20 1.5ft 0.075 0.0 0.0 41.0 m O 21 9.Oft 19 0.85 9.0 58.1 32.9 a 0 GRAIN SIZE DISTRIBUTION N W Project: South Taft Hill Road Improvements fA Irerracon Site: Taft Hill Rd From Horsetooth Rd to Harmony Rd Fort Collins, Colora Job #: 20045168 Date: 3-30-05 :' 11■�■IIIIIIIY■�IYIIYII■iIY11111■■IIIIIIII■■IIIIIII■■ .,11■■IIIIIII■■IIIII�1■■IIIIIII■■IIIIIII■■IIIIIII■■ i, .11■■IIIIIII■■IIIII®��■IIIIIII■■IIIIIII■■IIIIIII■■ :,11■■IIIIIII■■IIIIIII►:IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII \IIIIIII■■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■ NIIIII■■IIIIIII■■IIIIIII■■ '' 11■■IIIIIII■■IIIIIII■■tf1111■■IIIIIII■■IIIIIII■■ .,11■■IIIIIII■■IIIIIII■■III�I®1■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIII�,1■■IIIIIII■■IIIIIII■■ ,11■IIIIIII■■IIIIIII■■IIIIIII■■IhIIII■■IIIIIII■■ � ,11■■IIIIIII■■IIIIIII■■IIIIIII\■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII\ ,,, ME MEMO 11■■IIIIIII■■IIIIIII■■IIIIIII■r I��IIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■i►IIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■Ii.dn. 11 OEM IIIIsm ,11■■IIII MINOR IIIII■■IIIIIII■■II ill II■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIII II■■ ,ENNUI IIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■I Ill III■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ .- .. Specimen Identification . GRAIN SIZE DISTRIBUTION Project: South Taft Hill Roa�—I—mprovemenis '• From • •• ' • toHarmonyR• Fort Collins,• • •'1 •• 20045168 Date: 1 1 Irerracon CLIENT: PROJECT: LOCATION: TERRACON NO. P.O. Box 603 301 North Howes Street FORT COLLINS, COLORADO 80621 (970) 484-0369 FAX (970) 484-0454 PBS&J DATE OF TEST: 15-Mar-05 Proposed South Taft Hill Roadway Improvements Composite Sample TB No. 19 @ 0.5'-4.0' 20045168 CLASSIFICATION: Sandy Lean Clay - CL TEST SPECIMEN NO. 1 2 3 COMPACTION PRESSURE (PSI) 35 50 90 DENSITY (PCF) 105.5 110.8 116.7 MOISTURE CONTENT (%) 21.2 18.0 15.7 EXPANSION PRESSURE (PSI) -0.47 -0.31 -0.31 HORIZONTAL PRESSURE @ 160 PSI 135 136 134 SAMPLE HEIGHT (INCHES) 2.46 2.63 2.61 EXUDATION PRESSURE (PSI) 221.6 298.7 453.5 CORRECTED R-VALUE 11.2 12.1 13.1 UNCORRECTED R-VALUE 11.2 11.5 12.6 R-VALUE @ 300 PSI EXUDATION PRESSURE = 12 100 90 80 70 uj 60 a 50 40 30 20 10 0 0 100 200 300 400 500 600 700 800 EXUDATION PRESSURE - PSI Irerracon P.O. Box 503 301 North Howes Street FORT COLLINS, COLORADO 80521 (970) 484-0359 FAX (970) 484-0454 CLIENT: PBS&J DATE OF TEST: 15-Mar-05 PROJECT: Proposed South Taft Hill Roadway Improvements LOCATION: Composite Sample TB No. 14 @ 0.5'-4.0' TERRACON NO. 20045168 CLASSIFICATION: Sandy Lean Clay - CL TEST SPECIMEN NO. 1 2 3 COMPACTION PRESSURE (PSI) 35 50 90 DENSITY (PCF) 117.7 121.0 122.8 MOISTURE CONTENT (%) 15.9 13.8 12.8 EXPANSION PRESSURE (PSI) -0.47 -0.25 -0.28 HORIZONTAL PRESSURE @ 160 PSI 140 136 138 SAMPLE HEIGHT (INCHES) 2.50 2.51 2.65 EXUDATION PRESSURE (PSI) 266.5 354.8 669.1 CORRECTED R-VALUE 9.1 11.7 11.1 UNCORRECTED R-VALUE 9.1 11.7 10.5 R-VALUE @ 300 PSI EXUDATION PRESSURE = 1 D 100 90 80 70 w 60 Q 50 40 30 20 10 0 0 100 200 300 400 500 600 700 800 EXUDATION PRESSURE - PSI Irerracorr= CLIENT: PBS&J PROJECT: South Taft Hill Roadway Improvements PROJECT NO. 20045168 DATE: 6/10/05 LOCATION: Horsetooth Road to Harmony Road - Fort Collins, Co. RIGID PAVEMENT ANALYSIS FLEXIBLE PAVEMENT ANALYSIS (1) DESIGN 18-kip - (ESAL's) 200 1,460,000 (1) DESIGN 18-kip (ESAL's) 1,460,000 (2) RELIABILITY 90% (2) RELIABILITY 90% (3) OVERALL DEVIATION 0.34 (3) OVERALL DEVIATION 0.44 (4) MODULUS OF RUPTURE 600 (5) MODULUS OF ELASTICITY 3,420,000 (6 LOAD TRANSFER 3.1 (4) R-VALUE (HVEEM STABILOMETER) .10 (7) MODULUS OF SUBGRADE REACTION 100 (5) SOIL RESILIENT MODULUS 6,550 (8) DRAINAGE COEFFICIENT 1.0 (9) INITIAL SERVICEABILITY 4.5 (6) INITIAL SERVICEABILITY 4.5 (10) TERMINAL SERVICEABILITY 2.5 (7) TERMINAL SERVICEABILITY 2.5 Alternative C CALCULATED RIGID PAVEMENT THICKNESS, (IN): 7.6 CALCULATED STRUCTURAL NUMBER: 3.73 ` m ., ' � -1 NSA E06I ERER MINI UM . PA QGE i' � E• KNE PAVEM NT T:HIC ESS, E D NAG C©F -. E � 5 D` . UPPER 0.44 2.5 ASPHALT SURFACE -GRADING S, SX 1.0 1.10 2 0.44 3.0 ASPHALT SURFACE -GRADING S, SG 1.0 1.32 2 0.11 12.0 AGGREGATE BASE COARSE- CLASS 1.0 1.32 5OR6 Alternative A TOTAL 17.5 TOTAL 3.74 UPPER 0.44 2.0 ASPHALT SURFACE -GRADING S, SX 1.0 0.88 2 0.44 3.0 ASPHALT SURFACE -GRADING S, SG 1.0 1.32 3 0.11 9.0 AGGREGATE BASE COARSE -CLASS 1.0 0.99 6 OR 3 0.05 12.0 FLY ASH TREATED SUBGRADE 1.0 0.60 Alternative B TOTAL 26.0 TOTAL 3.79 3.73 3.73 CLIENT: PBS&J PROJECT NO. 20045168 DATE: 6/10/05 lrerraconIIIIIIIIIIIIIIII= PROJECT: South Taft Hill Roadway Improvements LOCATION: Horsetooth Road to Harmony Road - Fort Collins, Co. RIGID PAVEMENT ANALYSIS FLEXIBLE PAVEMENT ANALYSIS (1) DESIGN 18-kip - (ESAL's) 100 730,000 (1) DESIGN 18-kip (ESAL's) 730,000 (2) RELIABILITY 85% (2) RELIABILITY 85% (3) OVERALL DEVIATION 0.34 (3) OVERALL DEVIATION 0.44 (4) MODULUS OF RUPTURE 600 (5) MODULUS OF ELASTICITY 3,420,000 (6 LOAD TRANSFER 3.1 (4) R-VALUE (HVEEM STABILOMETER) 10 (7) MODULUS OF SUBGRADE REACTION 100 (5) SOIL RESILIENT MODULUS 6,550 (8) DRAINAGE COEFFICIENT 1.0 (9) INITIAL SERVICEABILITY 4.5 (6) INITIAL SERVICEABILITY 4.5 (10) TERMINAL SERVICEABILITY 2.5 (7) TERMINAL SERVICEABILITY 2.5 Alternative C CALCULATED RIGID PAVEMENT THICKNESS, (IN): 6.5 CALCULATED STRUCTURAL NUMBER: 3.23 MLR ES REQUIRE, M C GE UPPER 0.44 2.0 ASPHALT SURFACE -GRADING S. SX 1.0 0.88 2 0.44 3.0 ASPHALT SURFACE -GRADING S, SG 1.0 1.32 2 0.11 10.0 AGGREGATE BASE COARSE- CLASS 1.0 1.10 5 OR Alternative A TOTAL 15.0 TOTAL 3.30 3.23 UPPER 0.44 1.5 ASPHALT SURFACE -GRADING S, SX 1.0 0.66 2 0.44 2.5 ASPHALT SURFACE -GRADING S. SG 1.0 1.10 3 0.11 8.0 AGGREGATE BASE COARSE- CLASS 1.0 0.88 5 OR 3 0.05 12.0 FLY ASH TREATED SUBGRADE 1.0 0.60 Alternative B TOTAL 24.0 TOTAL 3.24 3.23 WELD LABORATORIES, INC. 1527 First Avenue • Greeley, Colorado 80631 Phone: (970) 353-8118 • Fax: (970) 353-1671 www.weldlabs.com March 10, 2005 Terracon 301 N. Howes Ft. Collins, CO 80521 Project: Taft Hill 20045168 Lab No. Sample ID pH Sulfate Resistivity (ppm S) (ohms -cm) S5066-97 14 0-4 7.0 0.90 2000 S5066-98 8 0-4 7.0 0.70 1430 S5066-99 19 0-4 7.2 <0.10 1190 S5066-100 10 0-4 7.1 <0.1 1790 Project Manager Date Sampling procedures can affect the value of analytical results — customers are advised to use appropriate sampling protocol to insure samples are truly representative of the bulls sample. APPENDIX C GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon-1-3/B" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube - 2" O.D., unless otherwise noted PA: Power Auger IRS: Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring - 4", N, B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value". For 3" O.D. ring samplers (RS) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140-pound hammer falling 30 inches, reported as "blows per foot," and is not considered equivalent to the "Standard Penetration"or "N-value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling N/E: Not Encountered WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short -tern observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS Standard Unconfined Penetration or Compressive N-value (SS) Strength. Clu, vsf Blows/Ft. Consistency < 500 <2 Very Soft 500 — 1,000 2-3 Soft 1,001 — 2,000 4-6 Medium Stiff 2,001 — 4,000 7-12 Stiff 4,001 — 8,000 13-26 Very Stiff 8,000+ 26+ Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents Dry Weight Trace < 15 With 15 — 29 Modifier > 30 RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of other Percent of constituents Dry Weight Trace < 5 With 5-12 Modifiers > 12 RELATIVE DENSITY OF COARSE -GRAINED SOILS Standard Penetration or N-value (SS) Ring Sampler IRS) Blows/Ft Blows/Ft. Relative Density 0-3 0-6 Very Loose 4-9 7-18 Loose 10 — 29 19-58 Medium Dense 30 — 49 59-98 Dense 50+ 99+ Very Dense GRAIN SIZE TERMINOLOGY Major Component of Sample Particle Size Boulders Over 12 in. (300mm) Cobbles 12 in. to 3 in. (300mm to 75 mm) Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTION Term Plasticity Index Non -plastic 0 Low 1-10 Medium 11-30 High 30+ Irerracon The Contract Documents and Construction Drawings may be examined online at: 1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.'sp 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 • 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. 07/2001 Section 00020 Page 2 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification Group Symbol Group Name' Coarse Grained Soils Gravels Clean Gravels Cu z 4 and 1 s Cc s 3E GW Well -graded gravel More than 50% retained More than 50% of coarse fraction retained on Less than 5% fines° Cu < 4 and/or 1 > Cc> 3' GP Poorly graded gravel' on No. 200 sieve No. 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravel' .0. H than 12% fines° Fines classifyas CL or CH GC y y gravelF•6•" Clayey Sands Clean Sands Cu >_ 6 and 1 5 Cc s 3a SW Well -graded sand' 50% or more of coarse fraction passes Less than 5% fines° Cu < 6 and/or 1 > Cc > 3a SP Poorly graded sand' y No. 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand°•"-' More than 12% fines° Fines Classify as CL or CH SC Clayey sand°•"•' Fine -Grained Soils Silts and Clays inorganic PI > 7 and plats on or above "A" line' CL Lean day"-•" 50% or more passes the Liquid limit less than 50 No. 200 sieve PI <4 or plots below "A" line' ML Silt"`" organic Liquid limit - oven dried Organic clay"•LM" < 0.75 OL Liquid limit - not dried Organic siltK•`•" Silts and Clays inorganic PI plots on or above "A" line CH Fat clayK`•"' Liquid limit 50 or more PI lots below "A" line MH Elastic Silt"•`•° organic Liquid limit - oven dried Organic clayKL""P <0.75 OH Liquid limit - not dried Organic silt L.w.o Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3-in. (75-mm) sieve e If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. °Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. °Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay a ECU = Daa/Di° Cc = M Di° x Dao F If soil contains >_ 15% sand, add "with sand" to group name. GIf fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. 60 5o a 10 7 4 0 0 "if fines are organic, add "with organic fines" to group name. ' If soil contains >_ 15% gravel, add "with gravel" to group name. If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. ""If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. "PI >_ 4 and plots on or above "A" line. oPl < 4 or plots below "A" line. P PI plots on or above "A" line. OR plots below "A" line. 10 16 20 30 40 50 60 70 so 90 100 110 LIQUID LIMIT (LL) ,.,rn 1 I ,_ IM Irerracan ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation, or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro -crystalline or cryptocrystal line quartz, chalcedony or opal. Chert is various colored, porous to dense, hard, and has a conchoidal or splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand, and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides, or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [C3Mg(CO3)2). May contain non -carbonate impurities such as quartz, chert, clay materials, organic matter, gypsum, and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCO3). May contain non -carbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum, and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting or particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides, or other materials. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish, or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. 1'rerracon June 21, 2005 PBS&J, Inc. 4601 DTC Boulevard — Suite 700 Denver, Colorado 80237 Attn: Mr. Daniel Liddle, P.E. Re: Geotechnical Engineering Pavement Evaluation Report — Addendum No. 1 South Taft Hill Road Improvements — Horsetooth Road to CR 38E (Harmony Road) Fort Collins, Larimer County, Colorado Terracon Project No. 20045168 Terracon completed the geotechnical engineering subsurface exploration and pavement design evaluation for the proposed roadway improvements along South Taft Hill Road from Horsetooth Road and continuing south approximately 3/-miles to Larimer County Road 38E (Harmony Road) in southwest Fort Collins, Colorado and prepared a report detailing our findings. For further information and findings thereof, please refer to our "Geotechnical Engineering Report — Pavement Evaluation" dated June 13, 2005, Project No. 20045168. The study was conducted in general accordance with the Larimer County Urban Area Street Standards (LCUASS) pavement design guidelines. The 18-kip equivalent daily load application (EDLA) and the 18-kip equivalent single axle load (ESAL) value for South Taft Hill Road were derived based on information provided to us by PBS&J on June 5, 2005. PBS&J provided us with the Average Daily Traffic (ADT) values, the projected growth for the next 20 years and the anticipated usage/percentage for passenger cars, single unit trucks and tractor trailer vehicles. The current ADT for Taft Hill Road is approximately 18,435 vehicles. Using the Colorado Department of. Transportation (CDOT) methodology for the estimating the projected ESAL during the next 20-years, PBS&J calculated the 18-kip ESAL value at 1,316,802, which equates to an approximate 18-kip EDLA value of 180. In our initial report dated June 13, 2005, the pavement thicknesses presented for Taft Hill Road were based on the City of Fort Collins — Engineering Department's 18-kip EDLA standard default value of 200 as presented in the LCUASS Table 10-1 "Flexible Pavement Design Criteria" for a 4-lane arterial roadway. On June 20, 2005 we wee informed by the City of Fort Collins' — Engineering Department, that an estimated 18-kip ESAL value of 325 should be applied for South Taft Hill Road. Included in this addendum letter are the revised pavement thicknesses for South Taft Hill Road based on the revised 18-kip ESAL value of 325. Pavement Design and Construction — South Taft Hill Road Design of pavements for South Taft Hill Road have been based on the procedures outlined in the 1993 Guideline for Design of Pavement Structures by the American Association of State Highway and Transportation Officials (AASHTO), and Larimer County Urban Area Street Standards (LCUASS) pavement design criteria, and the following data. For flexible pavement design, a 20- Geotechnical Engineering Pavement Evaluation Report — Addendum No. 1 lferramn PBS&J, Inc. — South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 year design life years was utilized, along with a design R-value of 10, and an approximate 18-kip equivalent single axle load (ESAL) provided to us by the City of Fort Collins — Engineering Department, environmental criteria and other factors, the structural numbers (SN) for the site were determined on the basis of the 1993 AASHTO design equation. Recommended alternatives for flexible and rigid pavements, summarized for South Taft Hill Road using the revised Structural No. of 4.02 as determined by AASHTO and LCUASS Design Criteria are as follows: RECommENDED'MlNimumPAVEMENT`THICKNES,S—INCHES CDOT,DESIGNJCWrERIA' hl"Asphalt Asphalt Stttictural?No. Tref6c Area Alternatives' Concrete Concrete Aggregate �Z�FIyAsh Portland Cgmparison Surface Surrace Base Course Treated Sub 4 Cement Total Without WI Fly ash' Grading Grading S or — Class 5'or 6 Base concrete SX orS SG Fly ash 1.e5 {al A 3.0 3.0 13.0 19.0 4.07/4.02 — South Taft Hill Road, B 2.5 3.0 10.0 12.0 27.5 C 12.0 9.0 21.0 N/A N/A (1) If the asphalt surface course is to consist of Grading S, then the required minimum lift/thickness placed should be 2-inches. If the asphalt surface course is to consist of Grading SX, the required minimum lift/thickness placed should be 1-1/2-inches. (2) If fly ash is utilized for the on -site pavement improvement areas to mitigate potential unstable soils or for swell mitigation purposes, it is recommended that at least the upper 12-inches of the prepared subgrade be treated with fly ash. Using a minimum thickness of 12-inches of fly ash treated subgrade may reduce the required asphalt thickness by approximately 1 to 1-1/2- inches. Terracon is available to provide the required laboratory soil and fly ash mix design as well as placement recommendations upon request. (3) Alternative A assumes the entire subgrade section has been over -excavated and recompacted to the project specifications and an approved proof roll has been achieved. Other recommendations contained in the initial geotechnical engineering report are valid and should be implemented. We appreciate the opportunity to be of service to you on this phase of Geotechnical Engineering Pavement Evaluation Report - Addendum No. 1 llerrBcon PBSU, Inc. - South Taft Hill Road Improvements Fort Collins, Larimer County, Colorado Project No. 20045168 your project. If you have any questions concerning this report, or if we may be of further service to you, please do not hesitate to contact us. Sincerely, TERRACON David A. Richer, P.E. Geotechnical Engineer/Department Manager Enclosures: AASHTO Pavement Thickness Design Spreadsheet (1) Copies to: Addressee (3) City of Fort Collins - Engineering Department (4): Mr. Dean Klingler, P.E. Larimer County Engineering Department (2): Mr. Rusty McDaniel, P.E. TST, Inc. - Consulting Engineers (2): Mr. Steve Humann, P.E. CLIENT: PBS&J PROJECT NO. 20045168 DATE: 6120/05 Irerracarr= PROJECT: South Taft Hill Roadway Improvements LOCATION: Horsetooth Road to Harmony Road - Fort Collins, Co. RIGID PAVEMENT ANALYSIS FLEXIBLE PAVEMENT ANALYSIS (1) DESIGN 18-kip - (ESAL's) 325 2,372,500 (1) DESIGN 18-kip (ESAL's) 2,372,500 (2) RELIABILITY 90% (2) RELIABILITY 90% (3) OVERALL DEVIATION 0.34 (3) OVERALL DEVIATION 0.44 (4) MODULUS OF RUPTURE 600 (5) MODULUS OF ELASTICITY 3,420,000 (6 LOAD TRANSFER 3.1 (4) R-VALUE (HVEEM STABILOMETER) 10 (7) MODULUS OF SUBGRADE REACTION 100 (5) SOIL RESILIENT MODULUS 6,550 (8) DRAINAGE COEFFICIENT 1.0 (9) INITIAL SERVICEABILITY 4.5 (6) INITIAL SERVICEABILITY 4.5 (10) TERMINAL SERVICEABILITY 2.5 (7) TERMINAL SERVICEABILITY 2.5 Alternative C CALCULATED RIGID PAVEMENT THICKNESS, (IN): 8.24" CALCULATED STRUCTURAL NUMBER: 4.02 E - UI ED 1 M D . G ^-OE FIC UGT, REQUIRED $ IMMINEMOMINC'ES "q1t§rQQAA11FE_j0S - UPPER 0.44 3.0 ASPHALT SURFACE -GRADING S, SX 1.0 1.32 2 0." 3.0 ASPHALT SURFACE -GRADING S, SG 1.0 1.32 2 0.11 13.0 AGGREGATE BASE COARSE- CLASS 1.0 1.43 5 OR Alternative A TOTAL 19.0 TOTAL 4.07 4.02 UPPER 0.44 2.5 ASPHALT SURFACE -GRADING S, SX 1.0 1.10 2 0.44 3.0 ASPHALT SURFACE -GRADING S, SG 1.0 1.32 3 0.11 10.0 AGGREGATE BASE COARSE -CLASS 1.0 1.10 5 OR 3 0.05 12.0 FLY ASH TREATED SUSGRADE 1.0 0.60 Alternative B TOTAL 27.5 TOTAL 4.12 4.02 Liddle, Daniel From: Dean Klingner [DKLINGNER@fcgov.com] Sent: Thursday, October 20, 2005 3:31 PM To: Liddle, Daniel Cc: Rick Richter Subject: Taft Hill Pavement Dan - I had a conversation with our Pavement Management folks and we agreed that the best way to build the pavement section is: A single 2.5 inch lift of S (100) (PG 64-28) over a single 4 inch lift of SG (100) (PG 58-28) It should be relatively simple to transition from a 2.5 inch top lift on the full reconstruction portion to a 2.0 inch lift on the mill and inlay portion. Please make the appropriate changes to the plans and estimate. Let me know if you have any questions. Thanks. Dean Dean Klingner, PE Civil Engineer dklingner@fcgov.com (970) 221-6605 1 Liddle, Daniel From: Rick Richter [rrichter@fcgov.com] Sent: Tuesday, June 28, 2005 8:14 AM To: Dean Klingner; Liddle, Daniel; daricher@terracon.com Cc: John Lang Subject: RE: S. Taft Hill Pavement Design Thanks Dave, FYI, The top layer of asphalt will need to be S 100 64-28 lower layers are SG 100 58-28 Rick Rick Richter Pavement Management Engineer City of Fort Collins Engineering Department 970.221.6798 rrichter@fcgov.com >>> "Richer, Dave" <daricher@terracon.com> 6/27/2005 6:47:26 PM >>> Dean, Dan and Rick UPPER 0.44 3.0-inches of ASPHALT SURFACE -GRADING S, SX 2 0.44 3.5-inches of ASPHALT SURFACE -GRADING S, SG 3 0.11 6.0-inches of AGGREGATE BASE COARSE - CLASS 5 OR 6 3 0.05 12.0-inches of FLY ASH TREATED SUBGRADE TOTAL 24.5 equates to a SN of 4.12 versus the required at 4.02 and reduces the overall thickness by 4-inches. Dave Richer Message ----- From: Dean Klingner [mailto:DKLINGNER@fcgov.com] Sent: Monday, June 27, 2005 3:10 PM To: Liddle, Daniel; Richer, Dave Cc: John Lang; Rick Richter Subject: RE: S. Taft Hill Pavement Design Dan and Dave - Thanks for updating the report. Rick Richter and I have discussed this and we agree that the new Structural Number is appropriate. However, we likely will look at modifying the proposed sections seeking to reduce the overall pavement thickness by increasing the asphalt and decreasing the base course and/or fly ash. We would be more comfortable with a thicker asphalt section on an arterial street plus we will reduce the chance of utility conflict by reducing the overall thickness. Dan 1 make sure to talk to me recommendations from the estimating. Thanks. Dean Dean Klingner, PE Civil Engineer III dklingnex@fcgov.com (970) 221-6605 about this before we use the pavement section report for the earthwork model or cost >>> "Richer, Dave" <daricher@terracon.com> 6/21/2005 11:40:50 AM >>> Daniel, Thanks for the update and confirmation. Based on the revised 18-kip EDLA value of 325 versus 200, the new structural number would be 4.02 versus 3.73. I have included herein a revised AASHTO spreadsheet with the revised pavement thickness alternatives. Please feel free to contact us at your convenience. Dave Richer @ Terracon 301 North Howes Street Fort Collins, Colorado 80521 (970) 484-0359 ext. 220 voice (970) 484-0454 facsimile, and daricher@terracon.com (e-mail address) -----Original Message ----- From: Liddle, Daniel [mailto:dliddle@pbsj.com] Sent: Tuesday, June 21, 2005 7:18 AM To: Dean Klingner; Richer, Dave Cc: John Lang; Rick Richter Subject: RE: S. Taft Hill Pavement Design I agree with Dean. Based on calculations by our traffic engineers we projected about 25,000 ADT. We did two scenarios; 3% trucks and 6% trucks. 3% trucks calculated the ESAL value at 1,316,802 and 6% trucks calculated the ESAL at 2,460,821. Calculation spreadsheet is attached. Daniel Liddle Transportation Design Program Manager PBS&J 4601 DTC Boulevard, Suite 700 Denver, Colorado 80237 Telephone: (303) 221-7275 Fax: (303) 221-7276 dliddle@pbsj.com -----Original Message ----- From: Dean Klingner [mailto:DKLINGNER@fcgov.com] Sent: Monday, June 20, 2005 2:34 PM To: Liddle, Daniel; daricher@terracon.com Cc: John Lang; Rick Richter Subject: S. Taft Hill Pavement Design Dave and Dan - I received the Geotechnical Engineering Report for the South Taft Hill Projects. 2 Generally it looks good, however you did use a low number for the EDLA. Usually Rick Ritcher in our office calculates this number for all City projects. The EDLA number he calculated is 325 (the EDLA used in the report is 200) based on a 2025 ADT of 25,000 and 7% trucks. The EDLA for 38E (100) looks fine. Please revise the report to make this change. Hopefully it is a minor revision. Thanks. Dean Dean Klingner, PE Civil Engineer II dklingner@fcgov.com (970) 221-6605 This electronic communication and its attachments are forwarded to you for convenience. If this electronic transmittal contains Design Information or Recommendations and not just general correspondence, Terracon Consultants, Inc., and/or its affiliates ("Terracon") will submit a follow-up hard copy via mail or delivery for your records, and this hard copy will serve as a final record. In the event of conflict between electronic and hard copy documents, the hard copy will govern. This e-mail and any attachments transmitted with it are the property of Terracon and may contain information that is confidential or otherwise protected from disclosure. The information it contains is intended solely for the use of the one to whom it is addressed, and any other recipient should destroy all copies. 3 1 2 Construction Document Ordering Instructions (Download a complete PlanWell 4.0 Ordering Guide from www.planwell.com) GO TO: www.mercury-ldo.com SELECT: Denver Links: "Plan Well" �ii 3. SELECT: Public Planroom:,"GO" Mercury/tAx) tlolarado , Goa,herI Nianweit Digital Do ment Management & Distribution ram° usrsr �udn VserName rwdp. 3ci' ELdUi tU .Fr3? r xb u a t Passmrtl : No LV, ne% m "a e J Ysia member yet'' -_ Sir up "# 4. SELECT: the desired "Project Number" from the list 07/2001 Section 00020 Page 3 5. 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ENTER: Your phone number in the special instructions box. 17. CLICK: Next. 18. REVIEW order 19. CLICK: SUBMIT Planwell contacts: Marie Owens 970-484-1201, mowens@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com 07/2001 Section 00020 Page 4 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. 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 City of Fort Collins By Ja es B. O'Neill, II, CPPO, FNIGP u chasing/Risk Management Director 07/2001 Section 00020 Page 5 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road 403 HOT MIX ASPHALT (GRADING SG) (100) (PG 58-28) TON 3,100 $ 403 HOT MIX ASPHALT (GRADING S) (100) (PG 64-28) TON 2,900 $ 411 EMULSIFIED ASPHALT (PRIME COAT) GAL 2,000 $ 603 15 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 385 $ 603 18 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 510 $ 603 19 X 30 INCH ELLIPTICAL REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 131 $ 603 36 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 560 $ 603 15 INCH REINFORCED CONCRETE END SECTION EACH 6 $ 603 19 X 30 INCH REINFORCED CONCRETE END SECTION EACH 1 $ 604 MANHOLE (48 INCH DIAMETER) EACH 4 $ 604 MANHOLE (60 INCH DIAMETER) EACH 4 $ 608 CONCRETE SIDEWALK (6 INCH) SY 685 $ 608 CONCRETE CURB RAMP SY 80 $ 608 SIDEWALK DRAIN (CHASE 2' WIDE) LF 22 $ 608 SIDEWALK DRAIN (CHASE 3' WIDE) LF 5 $ 608 SIDEWALK DRAIN (CHASE 5' WIDE) LF 14 $ 609 CURB AND GUTTER TYPE 2 (SECTION I-B) LF - 775 $ 609 CURB AND GUTTER TYPE 2 (SECTION II$) LF 1,075 $ 609 CURB AND GUTTER TYPE 2 (SPECIAL 6 FOOT BIKEWAY) LF 1,180 $ 609 GUTTER TYPE 2 (3 FOOT) LF 215 $ 609 GUTTER TYPE 2 (8 FOOT) LF 85 $ 609 GUTTER TYPE 2 (12 FOOT) LF 65 $ 610 MEDIAN COVER MATERIAL (6 INCH COLORED PATTERNED CONCRETE) SF 2,100 $ 613 2 INCH ELECTRICAL CONDUIT (PLASTIC) - LF 460 $ 613 3 INCH ELECTRICAL CONDUIT (PLASTIC) LF 2,000 $ 613 PULL BOX (24x36X24) EA 6 $ 613 PULL BOX (16x14X6) EA 3 $ 620 SANITARY FACILITY EACH 3 $ 623 IRRIGATION SYSTEM (CIP) (JJ'S COUNTRY CORNER) LS 1 $ 625 CONSTRUCTION SURVEYING L S 1 $ 626 MOBILIZATION L S 1 $ 630 FLAGGING HOUR 1,440 $ 630 PORTABLE MESSAGE SIGN PANEL DAY 50 $ 630 TRAFFIC CONTROL L S 1 $ TOTAL BID AMOUNT: $ Written Total Bid Amount: $Dollars 2 SECTION 00100 INSTRUCTIONS TO BIDDERS 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 terms "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. 12/03 Section 00100 Page 1 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following 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 12/03 Section 00100 Page 2 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. 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. S.A. 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. 12/03 Section 00100 Page 3 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. 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 Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of 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 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, 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. 12/03 Section 00100 Page 4 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 or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 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. 11.8. 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 12/03 Section 00100 Page 5 the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the 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 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 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 Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 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 12/03 Section 00100 Page 6 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. 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. 12/03 Section 00100 Page 7 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. 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. 21.0 RETAINAGE. 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. 12/03 Section 00100 Page 8 END OF SECTION 12/03 Section 00100 Page 9 ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road OPENING DATE: 3:00 P.M. (Our Clock) April 17, 2006 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. SPECIFICATIONS AND CONTRACT DOCUMENTS Item 1: Section 00300 Bid Form Delete BID SCHEDULE Replace with BID SCHEDULE ADD. I :Modifications to the Bid Schedule include: Add Item 2.10 Reset Light Pole I EACH Revise Item 603 15" Reinforced Concrete Pipe (CIP) 385 LF Revise Item 603 18" Reinforced Concrete Pipe (CIP) 510 LF Revise Item 630 Portable Message Sign Panel 50 DAYS Item 2: Proiect Special Provisions Page 2 of 51 Revise 150 calendar days" to read "155 calendar days Item 3: Project Special Provisions Page 26 of 53 Replace Subsection 202.01 with the following: This work includes removal, resetting, and/or disposal of existing raised lanckcape median located in Horsetooth Circle as directed by the Engineer. The existing light pole and any other items identified by the Engineer shall be salvaged in good condition and placed in a secure location for pickup by others. The existing sign shall be removed and reset in the median located .just to the west on Horsetooth Circle. The sign shall be reset as directed by the Engineer and to the satisfaction of the owner. Item 4: Project Special Provisions Page 42 of 53 Revise the estimated summary of quantities to remove unit prices and extended prices. 215 North Mason Street • 2" Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 www.f immom SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT:5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road Place Date 1. In compliance with your Invitation to Bid dated 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 ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 9. 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: 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. through 7/96 Section 00300 Page 1 8. BID SCHEDULE (Base bid) 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road ITEM NO. ITEM UNIT QUANTITY UNIT COST 202 CLEARING AND GRUBBING LS 1 202 REMOVAL OF TREE (UP TO 24") EACH 1 202 REMOVAL OF TREE (24"AND GREATER) EACH 1 202 REMOVAL OF PIPE LF 360 202 REMOVAL OF END SECTION EACH 6 202 REMOVAL OF MANHOLE EACH 2 202 REMOVAL OF SIDEWALK SY 550 202 REMOVAL OF MEDIAN (HORSETOOTH CIRCLE) LS 1 202 REMOVAL OF CURB AND GUTTER LF 230 202 REMOVAL OF CONCRETE GUTTER LF 85 202 REMOVAL OF CONCRETE PAVEMENT SF 830 202 REMOVAL OF ASPHALT MAT SY 9,800 202 REMOVAL OF ASPHALT MAT (PLANING) SY 6,500 202 REMOVAL OF PAVEMENT MARKING LF 3,735 202 REMOVAL OF GROUND SIGN EACH 7 203 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 1,762 203 POTHOLING HOUR 40 207 TOPSOIL (STOCKPILE AND REDISTRIBUTE) CY 730 208 EROSION BALES (WEED FREE HAY) EACH 20 208 SILT FENCE LF 200 208 CONCRETE WASHOUT STRUCTURE EACH 1 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2 210 RESET MAILBOX STRUCTURE EACH 13 210 RESET FIRE HYDRANT EACH 3 210 RESET WATER VENT PIPES EACH 2 210 ADJUST MANHOLE EACH 14 210 ADJUST VALVE BOX EACH 11 210 ADJUST WATER METER EACH 2 212 SEEDING (TALL FESCUE MIX) ACRE 0.5 212 SEEDING (NATIVE) (NON -IRRIGATED) ACRE 0.5 212 SOD SF 2,000 213 MULCHING (WEED FREE HAY) ACRE 1.0 213 MULCH TACKIFIER LB 200 214 DECIDIDUOUS TREE (2 INCH CALIPER) EACH 6 214 EVERGREEN TREE (6 FOOT) (BALL AND BURLAP) EACH 4 304 AGGREGATE BASE COURSE (CLASS 6) TON 4,600 307 FLY ASH TREATED SUBGRADE SY 12,000 403 HOT MIX ASPHALT (PATCHING) (ASPH) TON 400 403 HOT MIX ASPHALT (GRADING SG) (100) (PG 58-28) TON 3,100 403 HOT MIX ASPHALT (GRADING S) (100) (PG 64-28) TON 2,900 E $ $ $ E S $ SUBTOTAL 0 ITEM NO. ITEM UNIT QUANTITY UNIT COST SUBTOTAL 411 EMULSIFIED ASPHALT (PRIME COAT) GAL 2,000 $ 603 15 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 80 $ 603 18 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 825 $ 603 19 X 30 INCH ELLIPTICAL REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 131 $ 603 36 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 560 $ 603 151NCH REINFORCED CONCRETE END SECTION EACH 6 $ 603 19 X 30 INCH REINFORCED CONCRETE END SECTION EACH 1 $ 604 MANHOLE (48 INCH DIAMETER) EACH 4 $ 604 MANHOLE (60 INCH DIAMETER) EACH 4 $ 608 CONCRETE SIDEWALK (6 INCH) SY 685 $ 608 CONCRETE CURB RAMP SY 80 $ 608 SIDEWALK DRAIN (CHASE 2' WIDE) LF 22 $ 608 SIDEWALK DRAIN (CHASE 3' WIDE) LF 5 $ 608 SIDEWALK DRAIN (CHASE 5' WIDE) LF 14 $ 609 CURB AND GUTTER TYPE 2 (SECTION I-B) LF 775 $ 609 CURB AND GUTTER TYPE 2 (SECTION II-B) LF 1,075 $ 609 CURB AND GUTTER TYPE 2 (SPECIAL 6 FOOT BIKEWAY) LF 1,180 $ 609 GUTTER TYPE 2 (3 FOOT) LF 215 $ 609 GUTTER TYPE 2 (8 FOOT) LF 85 $ 609 GUTTER TYPE 2 (12 FOOT) LF 65 $ 610 MEDIAN COVER MATERIAL (6 INCH COLORED PATTERNED CONCRETE) SF 2,100 $ 613 2INCH ELECTRICAL CONDUIT (PLASTIC) LF 460 $ 613 3INCH ELECTRICAL CONDUIT (PLASTIC) LF 2,000 $ 613 PULL BOX (24x36X24) EA 6 $ 613 PULL BOX (16x14X6) EA 3 $ 620 SANITARY FACILITY EACH 3 $ 623 IRRIGATION SYSTEM (CIP) (JJ'S COUNTRY CORNER) LS 1 $ 625 CONSTRUCTION SURVEYING L S 1 $ 626 MOBILIZATION L S 1 $ 630 FLAGGING HOUR 1,440 $ 630 PORTABLE MESSAGE SIGN PANEL DAY 40 $ 630 TRAFFIC CONTROL L S 1 $ TOTAL BID AMOUNT: $ Written Total Bid Amount- 2 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the 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 (250) of the total Agreement Price. RESPECTFULLY SUBMITTED: Signature Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone 7/96 Section 00300 Page 3 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 KNOW ALL MEN BY THESE as Principal, and hereby held and firmly bound OWNER, in the sum of $ SECTION 00410 BID BOND PRESENTS: that we, the unto the City of Fort Colli payment of which, well and truly to be made, we hereby jointly bind ourselves, successors, and assigns. undersigned as Surety, are Colorado, as for the and severally 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 Construction Agreement for the construction of Fort Collins Project, 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road. 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 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20 , 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 Name: Address: By: Title: ATTEST: By: (SEAL) SURETY By: Title: (SEAL) 7/96 Section 00410 Page 3 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: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 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: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 7/96 Section 00420 Page 1 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. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? IN 19 Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? Do you anticipate subcontracting Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL 7/96 Section 00420 Page 2 What this DRAWINGS (Revised drawing sheets are not issued as part of this addendum) Item 6: Summary of Approximate Quantities — SHEET 7 of 63 Add Contract Item 210 Reset Light Pole - 1 EACH Revise Contract Item 603 15" Reinforced Concrete Pipe (CIP) to 385 LF Revise Contract Item 603 18" Reinforced Concrete Pipe ('CIP) to 510 LF Revise Contract Item 630 Portable Message Sign Panel to 50 DAYS Item 7: Roadway Plan and Profile — SHEET 20 of 63 Delete Utility Potholing Data Tables and insert revised table RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 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 Name of Bidder By: Title: State of County of day of , 20 being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of 20 Notary Public My commission expires 7/96 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors Performing over 100 of the contract. ITEM 7/96 SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road. The Price of your Agreement is 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 , 20 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. 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. By: 9/12/01 City of Fort Collins OWNER James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20_ and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (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: 1. Reconstruction and widening of approximately '�-mile of arterial roadway. 2. Widening of an arterial -arterial intersection (S. Taft Hill Road and Harmony Road). Signal work is by City forces. 3. Installation of a reinforced concrete pipe storm sewer line ranging in size from 36" to 15". Total length is approximately 1,600 linear feet. 4. Full depth asphalt construction with section of mill and inlay. Total asphalt quantity is approximately 6,400 TONS and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by PBS & J, 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 One Hundred Fifty Five (155) 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 One Hundred Eight Five (185)calendar days after the date when the Contract Times commence to run. 9/12/01 Section 00520 Page 1 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. 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: One Thousand Dollars ($1000) for each calendar day or fraction thereof that expires after the One Hundred Fifty Five (155) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after the Thirty (30) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, 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 9/12/01 Section 00520 Page 2 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 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 9/12/01 Section 00520 Page 3 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 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: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6Application for Payment 9/12/01 Section 00520 Page 4 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: SHEET NO. 1 TITLE SHEET 2 GENERAL NOTES AND STANDARD SYMBOLS 3-6 TYPICAL SECTIONS 7 SUMMARY OF QUANTITIES 8-12 TABULATION OF QUANTITIES 13 OWNERSHIP MAP 14-19 REMOVAL PLANS 20-25 ROADWAY PLAN AND PROFILES 26-27 INTERSECTION GRADING PLANS 28-32 STORM PLAN AND PROFILES 33-35 DETAILS 36-37 STORM DETAILS 38 CONSTRUCTION PHASING 39 LANDSCAPE PLAN 40-41 IRRIGATION PLAN AND DETAILS 42-56 ROADWAY CROSS SECTIONS FOR INFORMATION ONLY -WORK BY OTHERS 57-62 SIGNING AND STRIPING PLANS 63 TRAFFIC SIGNAL PLAN The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , 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 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 9/12/01 Section 00520 Page 5 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. OWNER: CITY OF FORT COLLINS CONTRACTOR: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk By: Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney 9/12/01 Section 00520 Page 6 ADDENDUMI 8. BID SCHEDULE (Base Bid) 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road ITEM NO. ITEM UNIT QUANTITY UNIT COST 202 CLEARING AND GRUBBING LS 1 202 REMOVAL OF TREE (UP TO 24") EACH 1 202 REMOVAL OF TREE (24"AND GREATER) EACH 1 202 REMOVAL OF PIPE LF 360 202 REMOVAL OF END SECTION EACH 6 202 REMOVAL OF MANHOLE EACH 2 202 REMOVAL OF SIDEWALK SY 550 202 REMOVAL OF MEDIAN (HORSETOOTH CIRCLE) LS 1 202 REMOVAL OF CURB AND GUTTER LF 230 202 REMOVAL OF CONCRETE GUTTER LF 85 202 REMOVAL OF CONCRETE PAVEMENT SF 830 202 REMOVAL OF ASPHALT MAT SY 9,800 202 REMOVAL OF ASPHALT MAT (PLANING) SY 6,500 202 REMOVAL OF PAVEMENT MARKING LF 3,735 202 REMOVAL OF GROUND SIGN EACH 7 203 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 1,762 203 POTHOLING HOUR 40 207 TOPSOIL (STOCKPILE AND REDISTRIBUTE) CY 730 208 EROSION BALES (WEED FREE HAY) EACH 20 208 SILT FENCE LF 200 208 CONCRETE WASHOUT STRUCTURE EACH 1 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2 210 RESET MAILBOX STRUCTURE EACH 13 210 RESET FIRE HYDRANT EACH 3 210 RESET WATER VENT PIPES EACH 2 210 ADJUST MANHOLE EACH 14 210 ADJUST VALVE BOX EACH 11 210 ADJUST WATER METER EACH 2 212 SEEDING (TALL FESCUE MIX) ACRE 0.5 212 SEEDING (NATIVE) (NON -IRRIGATED) - ACRE 0.5 212 SOD SF 2,000 213 MULCHING (WEED FREE HAY) ACRE 1.0 213 MULCH TACKIFIER LB 200 214 DECIDIDUOUS TREE (2 INCH CALIPER) EACH 6 214 EVERGREEN TREE (6 FOOT) (BALL AND BURLAP) EACH 4 304 AGGREGATE BASE COURSE (CLASS 6) TON 4,600 307 FLY ASH TREATED SUBGRADE SY 12,000 403 HOT MIX ASPHALT (PATCHING) (ASPH) TON 400 403 HOT MIX ASPHALT (GRADING SG) (100) (PG 58-28) TON 3,100 403 HOT MIX ASPHALT (GRADING S) (100) (PG 64-28) TON 2,900 E S a E S S S S 5 SUBTOTAL U SECTION 00530 NOTICE TO PROCEED Description of Work: 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road To: 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 , 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: By: Title: 7/96 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 SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in 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 presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason 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. 7/96 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or 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 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 _ day of , 20 IN PRESENCE OF: Principal (Title) (Address) (Corporate Seal) IN PRESENCE OF: Other Partners IN PRESENCE OF: (Surety Seal) By: By: Surety By: By: (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 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in 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 presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or 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 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 _ day of 20 IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal By: (Title) (Address) Other Partners Surety By: By: (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 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: Citv of Fort Collins CONTRACTOR: CONTRACT DATE: 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. By: CONTRACTOR 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: AUTHORIZED REPRESENTATIVE DATE 7/96 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: 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, 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road. 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 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: 7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road 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 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 7/96 Section 00650 Page 1 .. :.U1T1Lfl ITEM NO. ITEM UNIT QUANTITY 411 EMULSIFIED ASPHALT (PRIME COAT) GAL 603 151NCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 603 18 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 603 19 X 30 INCH ELLIPTICAL REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 603 361NCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LF 603 151NCH REINFORCED CONCRETE END SECTION EACH 603 19 X 301NCH REINFORCED CONCRETE END SECTION EACH 604 MANHOLE (48 INCH DIAMETER) EACH 604 MANHOLE (60 INCH DIAMETER) EACH 608 CONCRETE SIDEWALK (6 INCH) SY 608 CONCRETE CURB RAMP SY 608 SIDEWALK DRAIN (CHASE 2' WIDE) LF 608 SIDEWALK DRAIN (CHASE 3' WIDE) LF 608 SIDEWALK DRAIN (CHASE 5' WIDE) LF 609 CURB AND GUTTER TYPE 2 (SECTION I-B) LF 609 CURB AND GUTTER TYPE 2 (SECTION 11-B) - LF 609 CURB AND GUTTER TYPE 2 (SPECIAL 6 FOOT BIKEWAY) LF 609 GUTTER TYPE 2 (3 FOOT) LF 609 GUTTER TYPE 2 (8 FOOT) LF 609 GUTTER TYPE 2 (12 FOOT) LF 610 MEDIAN COVER MATERIAL (6 INCH COLORED PATTERNED CONCRETE) SF 613 2 INCH ELECTRICAL CONDUIT (PLASTIC) LF 613 31NCH ELECTRICAL CONDUIT (PLASTIC) LF 613 PULL BOX (24x36X24) EA 613 PULL BOX(16x14X6) EA 620 SANITARY FACILITY EACH 623 IRRIGATION SYSTEM (CIP) (JJ'S COUNTRY CORNER) LS 625 CONSTRUCTION SURVEYING L S 626 MOBILIZATION L S 630 FLAGGING HOUR 630 PORTABLE MESSAGE SIGN PANEL DAY 630 TRAFFIC CONTROL L S Written Total Bid Amount: 2,000 80 825 131 560 6 1 4 4 685 80 22 5 14 775 1,075 1,180 215 85 65 2,100 460 2,000 6 3 3 1 1 1 1,440 40 1 UNIT COST SUBTOTAL a E a 3 TOTAL BID AMOUNT: E 2 OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. S. The parties acknowledge that the description of the project 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 project. Signed this day of CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 by Witness my hand and official seal. My Commission Expires: Notary Public day of 20 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 5972 South Taft Hill Road Improvements CR-38E (Harmony Road) to Horsetooth Road CONTRACT DATE: 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) By ATTACH: Power of Attorney and Certificate of Authority of Attorneys) -in - Fact. 7/96 Section 00660 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFI DR 0172 (12098) /� COLORADO DEPARTMENT OF REVENUE 6 DENVFR CO 60261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1 xa)QW The exemption certificate for which you area pplyingmist beused only fort heput pose ofpurchas ingconstruction and building materials for the exempt project described below. This exemption does not include or apply tothe purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part oft he structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use oft he exemption certificate will result In revocat ion ofyour 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. 'stralq court No. to be assigted by erbd 89 - 0170-750 (989) $0.00 re @Hanle/ er, pa Her, a corporzte name Mailing address (City ale, Contact Person E-Mail address a eraEmployer ldenti icalion Number amount oryour con act: @Bid ax um er } Business teleplwne rum her.Colorado } wffoldiN tax account num er. X PTION` OfMA ON acgt a 0i I¢en tnthe eongactingpa es solrapr, tt eai0hktatn� parties must be attached. Name of exempt organization (as shown on contract) Exempt organ¢ation s number. 98 - Address of exempt organization ily, Slafe, ip) rmcipal contact al exempt organiza ion:Pnnapal contacts teephone number. Physical location of projects) e, (give actual address Wien applicable and oM1es andlor ounty (ies) where project is local@d) Schedulad Moqh Day ear CMStiodion start date: Estimated ontt ay ear Wnlpletion date. 1 declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge Signature of owner, partner or corporate officer e6f7rPorateorAcer pate. Section 00670 Page 1 Special 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 projects. 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. Copes 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 submitted for future projects. This should be your permanent number. For instance, 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. Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS NM CONSTRUCTION CONTRACT New (it-NNE'RAI, IONS have been developed by using the STAMIARD C;F.\T-,RiV, ('0\1 Fuo-\s OF Ttfficms,rRUCTMN CON7kNCT prepared by the Engineers Joint Conlrut Documents Committee, F No, 19104 (11)90 J�dqjon),as I a Imse ChringesTo that document are shown by underlining text that, has hecti added and striking through text that has been deleted. FJCDC GINFRAL CONDITIONS 1910-8 (1990 Will I CITY OF FOKI'COLMNS MODIFICA11ONS (14;V 9/99) Article or Paragraph Number & Title L ISFINITION'S TABLE OF CONTENTS OF Cr1 N RAL CONDITIONS Page Article or Paragraph Number Nmiber&'title I I Addenda 12 Agreement.... ........ ........ I3 AlThcafion for Payrnen[ 1.4 Asbcsros I L5 Bid 16 Bidding Documents I 1.7 Bidding Rtilattements 1 S Runds....................... l 19 Change (Wer LM Contract Documents.._.__.__.. I 1.11 Contract Price.._ 1 12 Contract Times_ 1.13 ('0NTRA1t"TQR 114 ttzfectit'e ...... .......... ....... ... 1 1.15 ............... Drawings 1.16 Effective Date o€thc Agreement 1 17 i CrI 4,'I Er I_I$ I.NGINEER'sConstittant . I 1,19 Field Order ... I Ito GeneratRLquirements, .__.... 2 I ^_ I I laL lydous 14"aste 1 2-a Laws and Ref ulianons 1 aBL or RCgnlations ._ 1 22 b Loyal Irlolida}x ... , 1.2:3 Liens �2 124 Milestone _ 1."+ Notice of Award 1:26 Notice to 1:27 OWNER I?S Partial(=tdvation 2 12') PCP's 130 Petroleum 1.:31 Project 132.a RadioactivcMateiial, l 32.b ReSular Working, (lours 133 Remdenl holectRepreseniame,,, _ 134 Samples 2 €_35 ''hgiDanzfags ._. 2 1.96 �Pvullte:iritnr;; 2 1 :37 ,Qub-ontractot .. ...... .. � I ±i ... 5uhxtannal Completion .- 1 .19 Supplemenutry Conditions 1.40 :uppher_ 1 41 1 ndel'grOUnd i`acihtfe-, 1 -12 1 nit Price 44orl(,,,,, ...........,� ,} 143 Work ...... ........ . .. 1 44 Work. Change Direciit t 1-45 (Written Amendment _ _ 3 Page Ntumlxx 2. PRE?LINII-ARY MAT'rus _-. .. 3 21 Delivery of Bonds ._._. _.. 2.2 Copies orF)ocument.3............... _. ... 2.3 Commencement of Contract Times; Notice to Procced 3 2A Starting the Ek'ork,_.._, 3 2.5-3 7 Before Starting Construction, t OM RACJ OR's Responsibility toRcpmt; Preliminary Sdheddc.N, Delivery of Certificates of Insurance 3-4 2.3 PCeconstruction Conference _... _...... 4 2�> Initially Acceptable Schedules, _.-_.4 CONTRACT LXx 1 ` ,1ENTS INTENT, AN,%NDING- UUM ., _ 4 3.1-3.2 Intent 4 3.3 Reference to Standards and Speci_ Iications of'rechnicai Societies - Reporting and. Resolving Dis- crepancies ................_ 4-5 3-4 Intent of Certain Terms or h.dlcctivci..... ....... 33 2onending(.ontract l.)ocanents. 36 Supplementing Contract Documents i 3.7 Reuse of Documents ; 4 AVAILABILITY Vh LANDS, SUBSURFACE AND PRYSI(':ll, ('ONDIIIONS, lRFFLRF.N(;L POENTS_„_,, 1 _ 5 4.1 .availability of Lands _, 3-fi 4:2 Subsurface and Physical Conditions 6 4 2 I Rcparts and Draw mgi,' _ ,. 6 4.2.1 Limited Reliance be CO.NCf K AC- TOR Authonzed`Technical T)at8 i. 42.3 ;'VotiLC of Ditteiing S'ut'surfaee of PhysIC;t) Conditions... 424 tzX[\-I-;F,R'sReview 4 2 5 Possible contract D'Njarferfts Change _. . _. 4-w( Po"r ible Price Anti Time- Ad1l15tin C11t5 _. _ fi-7 43, 14INNIcal Condtions--t qldcl ground I.-Acihnes......, __......... 7 43,1 Shown or Indicated 7 43.2 Not Shown or Indicated._- 7 4A Ret-erence Points 7 t.3r�.X' (a,>a,l;;il. CryVUt f IC)\S 191 V) � <, I V96 E1:71110'-ti} aY t;17`Y Ct t �+riT '!3Li tr':i h16t7iflE ATi �!ti5 {R�! 9 9vi Article or Paragr�iph page Article or Paragraph Page Numtvr&Tale Number Numhcr tTitle Number 4 ? :Vbesto:& P03s- Petroleum, Ilarxrdous Wasw or Radioactive Material 7-8 S BONDS AND I vNUK AAC L,......._......... ...._..._ 8 5,1-5.2 Per€ormance. Payment and Other BcAlds_._. ...._.___. ..__........_...8 Licensed Sureties and Insurers: Certificates of Insurance i.4 CON 1 RACI OR's Liability Lisarance 9 5.5 ttA NEX'sLiabilityInsurance 4 56 Property Insurance_.__ .__...`+10 3.7 Boiler and Machinery or Addi- tional Property Insurance,.. _ _ ,,, _.,10 1 8 'Vona of Cancellation Protision 10 _' 'ON'TRNC'TOR'sResponsibility for Deductible Amounts ....................... to 5_10 Clther Special Insurance. 10 5.11 Waiver al- Rights._.... _ .._.,.,...,.11 5 12-5,13 Receipt and ;Application of Insutance Proceeds 10-11 5 14 Accept2mce of8rnds and Intu- tnce, Option tri Replace ........I I i.15 Partial Utilization --Property Insurance.. , .,..- ._..__11 (i. C ON1 RACTOR'S RFSPOiNiSIBI1.11Ii s...,..... i l h 14, 2 Supervision and Superintcndenc4�..... ..1 ] 6,1 S Labor, Materials and Equipment 11-12 56 Progress Schedule_._ 12 C>>,7 SuNititutes and "Or-Fqual" Items: ('t N'1'RAC1ORsFlxpense. Sub tivac Construction Aletlikkk ur Procedure; I rt11\1b 'R's FValaanon 12-13 6 8-6.1 I Concerning Subcontractors, Suppliers and Others; AA'.uvver of Rights _13-1A f l.'. Pntrni Foos and Rtt_.wltios.-,__„, ,,,-___14 613 1lermIt's __. _ 14 K-14 1 ais and kctiulatlons 14 ].I lases 14-1 itt_ul t>.17 Site Cleanliness 618 Safe Stnletural Ltvt<ling..... _. .......1j (� P) Rocord Docuilient3 r,.211 Sal ,ctvand 1 rotectrolt 621 S,ttcty'Rep€esentanve__. .... it') 622 Fi•lr;ini C'onnn m)I..auon Progarm;a Ifs 623 l: [nurU'ncics 16 6 24 ,?ltc p Drawings and sam ples . ... _.,_.16 6.2i Submittal Proccedtres, CON- TI2ACTOR's Rev iew Prior to $hop I7rarving or Sample 5ubminn I 16 t"26 Shop 171awIng X. Sample Submit- tals Review by ENi31-VIi131216-17 6'27 Responsibility for Variations front Contract Documents ............ 17 F 28 Related AArork Performed Prior to F GIN1 ER's Ravtew and ,Approval ofReyuircd submittals _..... _._ 17 6,29 Continuing [he Work_ 17 6.30 Co.NTRACTOR`s General Warranty and Guarantee..._ _ - 17 631-633 indemnification 17-18 0,34 :Sui vwal of (AiligstiCn4 ............. _ j f 7 r>T1t>+R4V-t>RK.. . _ _.._.._ ,. _ is 7.1-7.3 Rclawd AAr'urk at Site _ 18 74 Cowdlnation_ 18 S i-3WNT-R'SRFSPi3NSIRILFI'IES ....._..._...,.._..18 8 1 Communications to CON- TRAc'TOR _ ,. ._-._... _._ ._ I8 8,2 Replacement of E?vtslNMFR.IS S 3 'Funssh Bala andpuy Promptly 4i,hoiThu _18 SA Lands and Easements; Reports and`fests_.,.._ __._._..18-19 8,5 Insuranca ...._.. .. 19 8.6 Change Orders... _. 19 8.7 Srtspecnons, Iestsand Approvals ................- ......,......19 8.8 `,top or Suspend wore -' Tcrminntt C(A'FRAC'1 Ok's Strvicer ............... l9 h.9 i.nnllatio is On OWNF'i Rtq�onslhilines .. 19 8_t0 1c17dnt7.. PCF's7 Panoleum- Ilazaldowl SAa4teDi Radimictive Material I(" is. t l ;it'IdClttC of Finalwal Ali an-efncnts _. :a Itit;I 1:LR'S S'S:ATt S i')t !21NC1 Ct)N S1 RI C'110\ I++ 9_I c)1i'-Nit \ k Rcprescntativc .. .. 19 9,2 Visits to Site _.... .. _ _.. 19 Si i il7eticet RapreserriauVe _E(+ 21 9.4 Clarifications and fraorpre- tatiom__.... .... _..__...............-'1 S).3 :Authors I ed N'ariwwgvt in Vwk. ^l iii #.A W OLNE2A1, C ONDJ i JONS VA 6-8 t t 9701A N lJO v) Article or V'aragraph Page Article or Paragraph I)Sge Number& I itle Number Number &'htle Number 96 Rejecting Dqjectrve lKork .. ...... 0 7-9 9 Acip Drawings, Change Orders and payments. 910 I)eterminaticris fly Init Prices 21-22 9,11-9,12 Decisions on Dispute%; ENG I- NFBR as Initial Interpreter, 22 9,13 Limitations on EMINEE Ws Authority and Responsibilities.... 22-23 IN Hit , WORK 23 if) I OWNER's Ordered Challge- 14 IIQ Claim for Adjustment . ......... .... .23 lo,3 Work Not Required by Contract Documents, 23 104 Change 0i'ders 23 1115 Notification of Surety 13 CHAN,Gts' OF COTRACT PRIC14 23 11 1-11 3 Contract Prioct Clanil for Adjtisunwnt, Value of the Work 23-24 I I A Cost of tile 11 5 Excl usions to Cost of the Work 11.6 ( ONI RACTOWs Fee, .. ..... ... 25 11.7 Cost Records .-25-26 11,8 Cash Allowances 11,9 Uno "Ice Work 26 CMANGL OFCONTRACT _6 1 in I Claim for Adjustment 26 12" rime of the Essence, 26 12-1 Dclays)3eyond CO.\TRACTOks Control 26-27 12.4 I)elays Beyond (AWER's and l-ON, Conrrol-- '7 FFSTS.,VNI) 1\SfT('1 IMS; CORRECTION kli-114" V. U, OR ACCLI'll I XNCL 01: D(• FII't 17711", WORK 27 Del4ts_ __'7 13 A",VS to The Work 27 13 ; ests and lllspcctions; 0)NI R.ACI`016 Cooperation 11 13A , La's RCqxmslbkhuCn. Independent Tesllng LaNlralon, 27 13,1 O t7 fIN"ACTOR's Responsihi title$ 27 13 o- 13 7 Covering I,\ork Vrior to Inspec- tion. I esting oi Approval„__ 27 13,8-13 9 Uncovorm _4 Ik ork at E-M! I - NEE"Rs Request .... ..... '7--'S l.31Cr OXNFR 'May Stop the Wed k .. ...... .,28 13 11 Correction or Removal of 0,4ective bk ork - _ . , , , ... ..... .. 13,12 Correction Period 13 13 Aeceptanve of Dqlvchvv, 'A ork, .28 13.14 oWM.'R May Correct Defective ki,11ork 28-29 PAY MEVI TO CON TRAC MR AND coMPLE I (ON -9 141 Schedule ol'Valti0q. 2" 14..' Application for Progress Payment _ 29 143 CONTRAc. roR's Warrant,\, of Title 29 144-14 7 Review of Application, for Progrem flaypWrits, ... - , 29-30 14.8-14,"1 Subsiantial Compktion 30 1410 Partial Utilization 30-31 1411 Fimil Inspeetion 1 14 12 Final Application for Payment..__.. 31 14.1.3-14 14 Hnal Payment and Acceptance ' 31 14.13 Waner of Otaims 31,32 I f"WMINA MN ... ..... __ .. _ ........ ... ... 3' lil Q`ANM--,R May Suspend Work, ___322 13 2-154 Oxk NI-,*R %fly't ornilliate 32- 13, S -ONITRAC f OR �May Stop Work or Terminate 3233 16 DISPI 7 1,. RESOMMONT 33 17 \41 SCE 1. 1,A\ 1 '01 7S 33 17A Giving Notice —.33 17.2 C011i of I imes, 33 t 7,Z NiAwto(Clalm 33 17,4 ('ujnuIatj%v Remedies IT5 F`Tofomonal Fees and Court Costs Included 33 17 Applicable State Ljws Intentionally left Mank FX141PIT617-1 (Optiomil) Dlsptlte Re'solulioll Atpeclaalt oC-Al I(d-166 Arbitration to 7 Mediation OTC -Al EJOI X't it; MRAL CONDMUNS 1910-8 0990 YDI rloNii INDEX TO CrEN1 RAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shorn in this index Article of Paragraph Number Acceptance of Rands and Insurance ............. _........,..... _..._ 5. 14 defective Work. _ __.. ._... 104 1, 1". 13_I3 final payancnt _ __. 9 12. 14.15 insurance.... ..,,..-_.... ............. ,_,..._5,14 ether Work bl CONTRA('"FOR 7.3 Suhstitutes and "Or-F.tlual" Items, _ G 71 A'ork ty, OVI",FR .... ...... 6 so, 634 Access to the-- t,ands, C3WNER and{ IN CR)AC" I OR responsibilities, .,. 43 site, related Work._.... 72 Work _..__ _. ,_. 13.2, 13,14, 14 9 Acts or Cum isstons--, Acts and Cant issicns-- C(lNTRAt`f(iR 69,1,9,133 F R - 620- 9,133 Addenda --de firia ion of (also sea definition of Specifications) (1.F1, 1.10. 6.191- 1.1 Additional l?roperty Insurance ...... .......... ._ .,. ,...... 5 7 Acittistm ents-- C'ontrac't Price or Contract 1 imes._. _.... _ 1. 5, 3.5. 4.1, 4.3.2, 4.5.2. progress schedule _ .__ _ 66 iAQrCCa1Cn2-- defirntion of . .............. .. ..... ._..._.._..,...).2 "All KmV Insurance, policy feral Allowances, Cash I1 8 Amending ConiactDocuments. ,._.... ..._.,__.3.5 Amendment, Wrnten-- in general L]o 1 451 3 +, � 1 o. 5.12, 00', _... 82 6-19 UI 1. 10.4, I1 2 I2.1. ]1 1-2, 14.7_2 Appeal, OWNER el t `ONIR;`V,FOR intent to _. -... .`l,lo" O9l1.lf)4{ E.2,1+'i= Apphl 'Rion Col p`ayitt Ent- - definitionof ...._._.,,. ._....._ __..._._i.3 r,Nc, NF'ER'sResponsihila%.,,__..,,_......,_.,.,...`;-9 final payalem ._._, `>.13.4, 9 13 i, 14.12-14 15 in 4eneral - 8, 2/1r, 5,6 4, `). 10, 15, proglcss puyflwit _._ 14.1-14,7 review kq 14 4-14 7 All-itlatiun _....... .. _...._ _ ..........._._]i;,1-i d :Ashestos_ claims pursuant thereto _.. 4 ;-?- 4.53 C ON' i R:ACT0i, authonxed it) stop Work _._ 4.52 d6nilllton Of _ 1.4 Article or Paragraph Num ber (7tt,NkRrespcnsibility *5r _ __ a 5 1, It III possible price and times change.- 4.5.2 Authorized Variations in WWI, _ 3.6, 6,25, 6.27, 9.5 _AvmlabilityofL,ands__. _ 4I,8_4 Award, Notice of --defined .._._._. .._-___.. _12< Before Starting Construction ............ ..._..... 1528 110--dettnition of__....- IS (1 1, I Io, 2 3, 31 410A.6.13, 1IA3- 11,9.1) Bidding Documents --definition of _ _ _ 1.6 (10 2) Bidding Requirements --definition of 1 7 (1 1, 4 2 6 2) PAm(ls-- acceptanceof__.__... .._. 5.14 additiorml ixmds 105. 11,4.5.9 Cost of the Work 11.5.4 definition of _ _ ., _ .. ..__I-S delivuryo( .......... ........... ..... ._.,21, 5,1 final Application for Payment 1412.W14 general ._, I III, 5.1-ti3, 5,13, _.__ .... __. 9,13, 1(,1,3, 14.7.6 Petfoxmance, payment and Other .... .. 5 1-42 Bonds and Insurance --in genera„-_ ,...,.,., c Builder's risk "all-risk," policy forttl. _ _. _ 5.6.2 Cancellation Provisions- Insurance _ i.4_1 l_ 5.1s_ 5A5 Cash Allominces ....,,. _.... ...... ... . , 11.$ Ccrfi iwtc or Substantial Completion _.1.38, 6.30.2.3. 14.8. 14 to C'extificates cP Inspectic3q _.. q 13.4. 13.5, 14,12 Certtflcat0oflnsurance 2.7, 5.3, 5..1 11, 54 13- __ ..__.. ._''65, 5. 8, 314, 9 13 4, 14. 12 Change in Contract Price- Wash Aliawanccs„ -.._..... I I IS _ .. _ claim for price adjustment. __.. 4 I. 4,2 6 4.5, 5 15, 5 X. ?,4 =d.11, l<I'_. Ili j, 11 1, 13 9, _ .... _._...... 13.13, 13 14, 14 7, 1i.1, 15-5 CONTRACTOR's fee I L6 Cost of the %York general ....__. _......._ 11,4-11.7 Each sions W.. _ _ _ 11.5 Cost kecords 11.7 in general ... .. .,1 Ice, 1 44, Of 1, W 4 2, I(f_43. 11 LmnpSurn 1)ic11g,,,,,,.__._....... ..................11.32 Notificaflon of Surety 10_1 Scope of, -_1r13-1o.4 1 csting and Inspection. lrneovcring, the to etk....__ 13.9 LWIKI HN &AI i'E),MA I R,is t93 0-3 (1990 Lla'I ION) w , 11TY OFFORT CgL[.I'ti'*,'*1 DtPfCATTf?V` fRIiV i'99i Utility Potholing Data Point Number Utility Depth to Top (inches) Ground or Top of Pipe Elevation Remarks 8266 WLN 79 5151.15 Ground Elevation 8267 WLN 64 5151.57 Ground Elevation 8268 WLN 56 5151.42 Ground Elevation 8277 Telephone 32 5152.05 Ground Elevation 8278 Telephone 38 5152.41 Ground Elevation 8279 TV 37 5152.66 Ground Elevation 8281 Telephone 32 5151.55 Ground Elevation 8282 TV 30 5151.64 Ground Elevation 8283 Telephone 74 5151.67 Ground Elevation 8284 Telephone 36 5151.54 Ground Elevation 8285 Telephone 90 5150.81 Ground Elevation 8286 TV 50 1 5150.99 1Ground Elevation 8287 Fiber Optic 30 1 5150.14 IGround Elevation 8288 Fiber Optic 30 1 5150.28 lGround Elevation limit Price Work-. _ _ _... .. 11.9 Article or Paragraph Num her Value of Wore...--.-_ ...... .. _.. .. 1 f.3 Change in Contract Times -- Claim for tunes adjusmlenl........4 1, 4 e.6, 45, 5.15, 6.9.2, 9A, 9.5, 9.11, 10 2, 10.5, 12.1, 13.9, 13.13, 13.14. 14,7, 1$ 1, 15.5 Contractual time limits ..._ ._ 12.2 Delays beyculd CO11- XA CTOR'c control 1 Ma4S beyond t }WNE R's and CONTR,ACTOR's control _._ 12.4 Notification or surety , ._-....._ _....-.---110-5 Scope of change 103-10A Change Orders.. Acceptance:of17e(eenveWork .„. __.13,13 Amending Contract Documents ... . ................i.$ (`ash Allowances.-_ Change of Contract Price...... [ 1 Change of Contract Ttines .....- ,., ..._l^ Changes tit the Work _. 1it C'ONTRAC'17OR's fee , _...... I 1 6 Cost or the Wirrk,,.... 11.4-1 1 7 Cost Records... -_-. 11.7 definition o1'_,-.. emergencies-.......,.,.,23 ENGIN'Els1Z'sresponsibility _-98, 11,) 4, 11.2, 12-1 execution of ......_.,.. l0 4 Indemnifiation.... ........... 1-' 6.16.8-31.633 rnsnrance. Bonds and 5 10, 5.13, lu.5 OWNER may terminate --. ,1.5.2-15.4 (AVNNER'sRe5ponsibilit4 .. _..-.8.ti.10.4 Ahystcal Conditions -- Subsurface and,,,,, ... ,......... 4 Underground Tacihtie,_ ...,.. 4 t t Record Dmuments 619 Scope of Change _. 10.3.10.4 Substitutes 6.7.3, o.8.^_ lnnPrice Work .._. �.. t1.9 1 aloe of Work .xlvered be L3 Changes to the Work_.... 1(1 \otFhcation orsurcty (1 { c VNEA'sandC'ONTRAC'lok's respc+nmbihtieg _ P14 Hight row adlustmenl ;cope. ofsharige_....-, _......... .. .._€0 i 10-4 r'lamis-- .lgamst Cit'<I RA(70R 6-10 agamstEN(ANE•EIt_ _ against O64M'k __•.. .._ _ 32 f €- Change oontract Price .. - _6 `) 4. 1 1-2 Change of ('.attract "rimer..--... .. c' 4, i' 1 CO : MACTOR's . _ . 4. 7 1, rt 4. a ?, 9 11, 162. .... ...........:.. ....1 L2, 11 Y, 1-' 1, HQ, 14 X- ... ci I7.S CONTRAC'TOR's Fee , _ _ I l fi ;Article ar Varagraph Number CO\7RACTOR's liability..... .5.4, 6 12, 616, 6.31 Cost of the th'.xk _ 11 4, 11.5 Decisions on Disputes. ....... ..,....--.-P,11, 913 Dispute Resolution . � 16.1 _,- Dispute Restitution Agreement,. 16,1-166 { TdCi(1 R as initial interpre for 9, 11 Lump Sum Pricing _ .. 11 .;.2 Notice of _._ IZ3 w4, 9 ti 911, 10-2, 11.2 11 o _IZ.1, 13St, 13.13, 13.14, 17.3 t %'Ni LRshabilitg' _ 5.5 OWNER mat refuse to make payment._ 14.7 Professional Tees and Court Costs Included 17 5 request for formal decision Ors ......... 9,11 Substitute Items _ . 6 7 1 Iim e l.etension 'fimoreglurements, 9.11, 12.1 Lnit Prtcc kkork_ _._.-..'-.,..- 11,03 Value of. Waiver of —on Final Paymcnt......._........14-14, 14,15 Work Change Directive 10:2 writtennoticerequirec} Clarifications and Interpretations .-,3,6.7, 9,4, 9.11 Clears Site 6 17 Cot of "l ethnical Society, Organization or Association.........._......................:........_.....'�.33 ('0mmencementofContract'Ttines __ 3 Communications— general Flazard Contmumentic-11 prograno, __._. .622 Completion -- Final .ApplicaticirrtbrPayttlent....... .-.._, -...14-12 £inalInspection, 14.11 Final Pavinent and Acceptance �- 14 13-14.14 Partial I tilm[ation 14,10 Substantial Completion 3S, 14 8-149 Waiver of I'lnims 14.1 "callputa44n oflimca _�17 _ 1-17-2_s Concerninu, Sulvontractors. Suppliers anti Cfthers 4. `3-6_l I ,(,o ilzrtnces— insnally cceptabh. c,�,hedulex.. __....- 29 prexnnetaurtian � g {"mfliet, Lr i.,r. tlnlbigulty 1 hscre p Ct )ti l-R At "I OR, to Report _.... _. -' s 3 3 <.'amiluetiou. before darting b+ � CONTRACTOR 25-_.7 ('(instruction A ichiner, Equipment etc -. 6 4 Continuing thetkork. .,_. _..,... tr29-104 -_..__..,., Contract Doclauelm-- Amentting..,....,,. Bond> __... ._ __.. _ 5.1 ta1111C' (t tit RAL aUNP1I !(INS (I')Wu Ira IlcWl W t'ITY Cr r(RT 101J ] .S M NTIL_AT1 N, ", {REV I'9yr CM,hAltowance5,_... .. _ .1118 Article or Paragraph lumber Change of Contract Price ... ........... _..._............_.. I I Change of Contract Times _.._ 12 Changes in the Work..._ _........_...... .... ..104-10,5 check and verity ,...._. 2.3 C'htrifications and Interpretations,,, . 3 2. 3.6, `? 4, 9,11 definition o ti'Ni,Rlilr.Rasinitial interpreter o ENGINEER asObt:NFR's tepiesentative 91 general3 Insurance _,.... .... 53 Intent minor variations in the Work OWNHR's responsibility to furnish data .._ _.-.... 8;3 OW INER's responsibility to make prompt pti�ment... ...... ..... S Y. 14.4, 14 13 precedence-.. __.._ _ _ _ ...__ 3.1, 333 Ctccordlkwuments..._._.., , . .......6.19 Reference to Standards and'3pecifications of Technical Soeictiet..,.........................._.._.3.3 Related "Sork ._........... .... _.... _ ...........72 Reporting and Re %olving 1lnscrepanote.� - .-_ _15, '133 Rcuse o1_.._. Supplementing .,_. ...... Termination of ENGINE'Ek's Lmploymern S 2 1."it Price Work,,,.,..._ .... ................. ... ...... _...11 9 variations.___ 3 6, 633, 6 27 Visits to +Site, ENOINTELICs _. _... _.. _. 92 Contract Price — adjustment of - _..-._._ 3.5, 4,1, 9A, 10, 3, 1 L2-113 Change of _ .__._ 11 'Decision on Disputes.,,., ............. .. '.T I dofutition of .............. .. ..... .. ...........J I I Cantracy. Times -- adjustment of _.,3,5,4,1..9.4,10.3.12 ChungeoT._ __._.. ....._... . _....111-114 Com mcncement of _ _ _ 2 3 ('0N`I -,\C" I0R-- Ace eptancc of insurance _ _. 5. 14 ComIntmications, _- -.. o.2,09 Continue lnieik 6-29. WA ccvrdination and scheduhng _,. ..5? 9 2 definition of , ...., . _..............113 Liniacd RelIonce on Technical Faun ,Authorized _ 4.'.2 Ma) Stull1 vik lu �CYm Ana€C .._� ._155 provide site acCes5 to others 7.2, 13 Safely and f4otec1ian...., 43 1 �. 6.10, 6 1S, a? 1 0 23, 7.2, 13 2 Shop DraNyiugand Sample Review I lion tC Submittai 0 d7 Stop Work requirements 4 5 2 (,'QNIRACTOWS - Article or Paragraph Number Compenmtann.... __... 11 1-11 2 Continuing Obligation ..._....... _..... _.... ,...... 14_I5 Defective Work_,.. _9.6,13,10-1314 DUN to correct tlkfecttve Work 13 11 Duty to Repent -- Changes in the Work caused by I illergencl'.. .__ .._.. ._.c'.23 Defects in Work ttr0thers 7.3 Differing conditions ,_.... .a.?.3 latscrepancy in timuments.._ . 2.5, 33', 6_14 2 Underground Facilities not indicated _ 43.2 Emergencies . _ _.. _.. _... . _ __.. 6 ?3 Equipment and Machinery Rental, Cost Fee --Cost I'lus 11.4.5.0, 11.5.1, 11.6 General 'arrantyan nuarantoc 6_347 I-lazardCommunication Programs 6.22 lndrannification 6 12, 6,16, 6.3) -633 Inspection of the Work,,.... ....... 1.1 ,,,,,,,,,,,,, T 3, 13A Labor, Materials and Equipment, __....,._... o3-6.5 Laws and Regulations Compliance b}1... _.. _ .6.14.1 Liability Insurance 5.4 ;ti Wice of Intent to Appea] _ 9.10, 10.4 obligation to perform and complete the Work.._ ...... ........ .... ......._ r, 34) Patent Fees and Royalties, paid for by ........ _p 12 Performance and Other Bonds _.... _. _ .... _....... 5.1 Permits, obtained and paid for by 6. t3 Progress Schedtle_., ..... 2.6. 2 R, 2.9, 6.6, _._ 629, 10.4, 15_1 l Request for formal decisionen disputes_._ _... _.. 9 11 Re5lnnrnstbil it Changes in the Work, _ _ _ _ _- Iu l Concerning Subcontractors. Suppliers and 0h l'S _ .. _._ _ 6.8 Contmunng the Work __.... o 29. 11J_4 CONTR \CT(")R', cNpense-..- __..._... � 7 1 CCni l RAC1OWs r:enerai Wwranty ❑ndGuaranlee CON 11'ACIOR's rev €eu prior to Shop t)t'ammaorJunipicsubnlntal._ t ordination of l6ark_. _. _. _ 61, ;'23 evatuatnon, Sutnstnutes rn "Or -fiquaP' Items _ _ f, 7.3 For bets and (.)in ls5iklns A, ( tthers for deductible; rmounts,insurmce 9 6,72�73.S9 Hazardous Communication Proerams_ 6 ? trldennttt"Iion 6 31-6 13 vie LP;tR' ( t'.?LAW. COXDt I P N'S 1911-3 t 1990 LDI 11 bN) w � TTy C'rt,RT t'Ot.Lt S k0. THt'IC.ATt!'4S UCCb v 99) Labor, Materials and bquipment _.__... 6-1-65 Laws andRegulationx _ _ 6,14 Liability lnsurancc ,. ,.. 5A Article or Paragraph Nonbcr Notice of variation frorn Contract Doctmtents,_. ._...,. , ..._,. _.16.27 patent Pees and Ro_ealties.... ......... ()-12 Permits _. _.. _ _ 6.13 ProgresSsSchedule Record I)ouments. related Weak performed prior to ENGINM Ns approval of required submittals_„. ,.____.... ..,_..._ o'2R safe, structural loading 6 IN Safety and Protection ... 620, T2, 112 Safety l2epre.Yentative _ _ _.- 6 21 Scheduling the Work ............. ............ 6.9.'_ Shop Prowings and Samplex ,....... . Si. "_4 Shop Drawings and `samples Review by ENGINEER , .. _ .--- _,,.. 620 Site Cleanliness _ _ .. ----_ _ 6.17 Submittal Procedures...,... .o25 Substitute ( onnfl`uction ?vlethod s and P xedureY, _ _ ._ 72 Substitutes and "Or -Equal" Items _..,-6,7.1 Superintendence;. ,... 6.2 Supervision _..6 -I Survival of Obligations._..__ ............ ...O34 . Taxes ..,.... .. ..... ..,... ._c,.l� 1 esis and Inspections _ _ _ 13.5 To Report Use of' Aemises,. �.- 6 16-6.18, 6 3€t,2. I Review Prior to Shop Dralring or Sample Sulamidal..._ ....._. ... _.-... . 6.?> Ctaght to adjustment for ch,unges in file Work 1(1.2 right to claim 4, 7,1 9.4, 9,3, 9.11, 102,11,2, 11 `), 12,1. 13.9, 14 S, 15.1. 1 S.S. 17 3 Safety and Protection _ _ 6"-0022. 7.3. 13.2 lately RepieseNatire (121 :''',hop l)nnvlalys amd Sam pies Siabnnu%il7 _ti-.'d-G '8 Special Con Alltcants 11.4.4 Subslunue ConAruction Methods and Procedures b. 7 Substitute Mill "Of -Equal" items, G.71.6.7? Subconnlcivr , ' uippherc and (:)ihers -. o $-t, I 1 Supervision and Supei aliendence, „eS 1, C)2, G_21 1 c'Nes, NVillent by 6 i ; f P I se oremises _... _ 616-6.it3 11'arraantien and tuaraateeti _._... _'a `- 6,30 Warranty of 1 file 143 Written \ylice Requtred-- C YN TIZ i('TOR slop Wet k or terminate,, Reports of Ciiftering Saltsurface and phvslcal Cornhttang , 4 23 vulkstamual C6111pletiUa3 -_ _.. NUI _ �14,8 ("dYN'TRACTORS.•other_._ _ 7 ............................. Contractual Liabilitylnsuranee-. 3.4.10 Con tractual Time Limits 122 Article or Paragraph Number Coordination— CON-FRAC1'OR'sresponsibiht). _-...... Copies of Documents -_.. ..._..... _..... _.__.�.- 13. l i Cat'rectimRemoval orAcceptance of13ef2ctine Work-- ingeneral............................ 10,4.1, 13.10-13,14 Acceptance ofDq'Iective Work _. _ 13.13 Correction or Removal of DeTecnveWork _..,6,30,13,11 Correction Period ,. _...._ 13-12 (AVIN ER May Correct ➢etective Work _ ..-. _.-.13.14 OWINMR Nkfay stop Weil k :....... ......... ............13.1 ... o Cost -- of Tests and Inslxctiong ... . Recurdsll.7 Cast of the Work— Bonds and insurance, additional,._,,,,,, Cash Discounts.... .. . ............ CONT RA'TOR's Fee fmployce Erpensrs ... I Exclusions to General l 1 4 11.5� Home office and overhead expenses ... ,..,........ Losscsand damages ........ ...........,1 Materials and equipment Minor expenses,.,, Z . Payroll costs on changes performed by=Silbcontraclor _ Recorda 11 7 Rentals of coustruction equipment and machinery Royalty payment, permits and license tees Site officeand temporary facilities :special C'onsultamts ('O's?R.,%(7fOR.3 .... .... Supplemental - I axes related to the tT ork lest', and Inspecticnl t"lade Diacotmts t Illilles, fuel and semaan hamities, Work after regtdat hours Covering Wok 13 f Cumulative Remedies _ .. 174. "utting, filling and patching_, I )am, to be furnished rn (nWNFR Dav—definition of Decisions on Disputes' _ .._..... 9 1 f?f'ctive--clefrnition of .................. . jtiitise ILork 134 t1. 4,56 11 4.'_ 1.4.5.& HAT Ill 43 45: 4.5.5 4 i 1 1144 11.4� 4 S 4 13.4 4 S 7 11A 1 i-13 7 -17 5 T2 h ;3 72z 9 12 1 14 Acceptance of.__. ,.... In, 4. 1. 13,13 a X TA.' O LRAL COND1I JON3', 19108 iI liii t-t)t ell )Ni IV OTYCir ft%RT COLUNN0,10171r7C A TIONNSFRFY9)'I) Correction (w Removal of 10A 1, 1.1 11 OWNIEWS Representative 91 Correction Period H 12 Payments to the CON TICACI OR, ingeneral, 14.7. 14,11 Responsibility for 9.9. H Recommendation of Payment, 14A 14,13 Article or T'aragraph Nurllfxr Article of Paragraph Num her Observation by kid' INETK 9.2 01VNER May Slop Work 13.10 on, 9 11-913 Prompt Notice ofl)cfects 13 1 Review of Rierwins on Differing Subsurface Rejecting_ ... ... 3,6 and Physical Conditions..._ .. ... 424 Uncovering, the Work 13 8 Shop Drawings and Samples. review Deflnrllonx I . 11 1 responsibility I I I 6 ZY Delays 4.1 6 29, 12-3-11 4 n status During C(risu UCLIOII-- Delivery of Llonds 11 authorized variations in the Wor1C_ Delivery of certifteatv-, of insurance....-... .. _17 Clarifications and finterpretaricti% Determ inations for Unit Prices Decisions on Disputes., Differing 5uteurface. or Physical Condition,,- Determinations on Unit Price, 9,1() Notice of 42.3 ENOINEER as Initial Interpreter FNEGINFEWIi Review 4 2A FNCYI NWER's Resptinsibil , tles_ 1_9 12 4 2 5 Limitations on f,.NGf.NRkk's Authority Pcei,siblo Prive, and Times Adjustnici 42- 6 and Responsihilitics q, I N Di Ing O1`'N'\T'W3 Representative _9.1 and Reiolvitig 2, S. 33 2, 6. 14,2 Project Representative . 93 Dispute Remi1ul,101) Rejecting De ,1¢clrve Wor k ... ..... ........ Agicemem ..... .. ....... ... ..... 161-166 Shop Drawings, Change Orders Arbitration 16 1-1455 and Paymwnts_ 7-o general16 Visits to Site Mediation, 10,6 Unit Price determinations 9, 14) Dispute Resolution Agreement 16,1-1(,,6 Visits to Site 9,2 Disputes Decisions; IA I-N(ilViRk ........ ..... ...911 -9, 12 Written congent required, .. .... . ... ...... ..... o. I Doemilents-- Equipment, Lahr, Materials and.... . .. .... 3-6,5 Copies of 2,2 hquipment rental, Cost of the Work 11453 Reccvd O. 19 4uivalertt Materials and Equipment, 6.7 ktkmv of .43 error or onitissions 633 Drawings- deiinitarsn ol I Is Vvidenee, of Financial Arrangements 9 it Fa3enncnts ........ . ............. . ........ . ....... ......... 41 Explorations of physical conditions'... F , 11cetive date of Agrecincill: definition of .. .... 1 16 Fee, CONTRACTOR's--CoSis Pfo,�, Flnergencw% 6 23 Field Order-- detulition of L19 as initial Intcrpictel, on kimpules, 9 119.12 issued by J-INGI NE'ER 3,61. 9.5 det"Inition of 1 17 Final Application [or Payment 14 12 I'l In It HI 4)0s On ',I III h,g it V �ind I espon:ijbi I I I icls_ 9 11 Final Inspection,.... Rep!acetiwlil 01" S 2 Final Paywent_ kcsident Fr, lcvt Raprewntative 9 31 and Acceptarcc, 14 11-14 14 definait:ii of, I I IN Pilot to, for easll allowinco 11.5 173-17.4 limaanoiison 9 13 6encral Requizemeri Ailthol[zeJ Vaiinions III the Work, d0failtion of., 21) Change Orde;s. rcspons41hdity rof 9-7- 111. 11. I_' principal re[erejlcet; to 2 6. 1, 4, f, 6.6 7. 6 24 Clarilications and Interp.rctations -1 63, 9.4 6 wing Notice 17.1 Docimons on Disputvs I 1_9 12 Ouinantee of Work —FA UOVI K'.Ak "FOR, (06, 14.1' de fo"Ilve kVorlf, notice of 0 1 flo7ard CcIamILMICStIon Programs,, 6 f"ValWitiOn Of Stillslill,11C FleRIS 6-7-3 Hazardous Wwste_ t'3r, 9 IN definillon of I -21 Noixv WoA I% _Vcvplabie 1411 general 4 w,,ervationN 941 2 9 , OWNhk's icsp,)nsfld ly fiv ri Ill 1AT, ' 111=NERMn CONN 11, f$ 1v1 1, 4( il%1) LDI I h IN) w 0 TV OF iREA v 99j Indemnification - " __ _.ft 12 6 16, 631-6,33 butiallp.A,weplable Schedules __..._ _ 29 fitspection— - Cenificatesof _.9,13.4. 13 5, 14.12 Final _. 411 Article or Paragraph Number SIxcial, required by ENGINEER. _ .. 0.6 Vests and Approval.. ... _. 5.7, 13.3-13 4 Insurance-- :aceeptanu of, by 2W I.R_ . ?.14 Additional, required In changes, in the Work.__. _.- .. _- - 11.4.5.9 Before starting the Work, .,._ .-. ............. 2J Bonds and --in general, ._ . . 5 Cancellation provisions S.Q Certificates of, _... _ 2.7, 5, 5.3, 5.4.11, >A 13, j h..5, s_q: 5 14, 9 13.4, 14.12 completedoperation __.. .,._......... cA.l3 <°(yNTRACIORs Liahilih .....__ ..-- —° . 1_4 CI'IR.)LCTOIZ''sobjecticmtt)covaage 5,14 Contractual Liability _.._._ 5 410 deductible amourts, i,t)N'TKA("VOWS responsibility.._.. ...... ..... ... . _... ..... ,... .59 Final Apphcanon for Pa}Trent..__ _ 14 1: Licensed Insurers _ 3.3 Notice requirements, material changes _..S 3, 10.5 Option to Replace_5,.14 other special insuranecy.,___......... ,......____._..`.11) OWNER as fiduciary for insured< ............. 5 12,5 13 t7R'hiER's Liability �. 5-> OWNMR'sResponsibility __.,., S.S Partial Utilization. Property Insurance_, . _ 5.15 Property 6-S to Receipt and Application of insurance, ro eed,,. _ _ ........ _............ .................'-12.5.13 F,Noal ln,uranrs._. _ 5.1a _ WaieerofRights, _... ._... _ �_. ..3.11 Intent ofContiactDocumcnt� __ _ 3-1-3A Inierpretations and Clarilicah ms 19 4 Ins. iigaiians (itph}'siuii nnditiotrg, 4? Labor. Ahrtsrtal; and Iiqutpntent___ Lands__ "Ind I:i1Se[77erlt, I1.4 ANtIIIalditpcIf _._ __-4.1.�A Reports and I ests S 4 Laws and Regulations --Laws or Regalanorv;_ Bonds C'h.inaes in the Work _._ _.104 (7ulluact Documents __... 3.1 ('Ceti']RACII OWs 1Ze.,ltonsibi litres ._. 614 Correction Period,deftcnve Wivk. 13.1'_ ('cnt of the Work, taxes .____. 11 4 ? 4 definition of tIeneraI6 14 lntbelnuuficxuon_..._... _ C*.31-611 Inswancr..._._ Precedence . __- 3.1, 3.3.3 Reference to _... _.._.. .,_,.., _ ....3,3.1 Safety anti protection _. ..... .... ...- Ci 2U= 13 2 Sutxiontraetors, Suppliers and Othera_,__.. 6-5-6 11 Article or Pa ragraph N tun her "rests and Inspections._... .. ...._13.5 I'se of Premises-_ _. _. _ . 616 visits to Site 4 2 1,mbility Insurance-- CO'.v FkACTOR'5 .................. ......... ....._.-5.4 OWNERS_ _.5,5 Licensed Sureties and lnmirers- ....__... _. .5.3 Liens-- Appl[cation for Progress Nyment COM RACTOR's Warranty of'1'nle ... _ 143 Final Application for Payment .......... _............. 14.12 definition of _ I'.3 WiuverofClaims _ 14,15 Limitations on ENGI NEE:R's authority anti responvtbllities.., _.._.._._ _l 13 Limited Reliance by C C )IN I RAC IOk Authorized.......... _..,.._..... .. ........... ...:.2 'cfarnte.nance and Operating Mnnunls- FinalApplication forPayment ...14,12 \fItnutls (of others) -- precedence _ _. _ i_33A Reference to in Contract Documents .. .. .. .�3.1 materials and etimpment-- ftirnishcd tw cox —TRACTOR 03 not incorparated in Work,_., ...-. 14,2 €aterials or equipment--equivalenl _...._..._ _. 6.7 'tiechati t (Oi)tiona) 167 Slileitones--dehnitionof ........ ...)-24 N soellaneous-. computation ofTimen_ _ 13" Cumulative Remedies 17.4 61virca Notice .... .... 17.1 ,,to r:.eof('Wim _17.3 Profewonal Fees and Court C.oNas Included_ _....I7.S Multi-print2 Contracts _... _.. - _ 7 \,it :ihowa or Indicated 43.2 :ouQc tit-- .kxepr3bnityofmtliect__.___ Award, delmmon of _. _.. ,1 Clare? .....1-7.3 Dafems,13 1 [)ittermw Nubsurtace or Phvsteal ?,'oncittions 4 2. 3 Ij lF ests And inspections l'ariatloa '+hop Dntwmg and Sample,_ 6 27 Notice III Procectl-- detittivan nl.__......,.__........ _..,.... .... I stic'ingol _.. _ ....._ 13 OCI.K: t rt '+1 1, AL COMM t fw,S 11191-B 11'0? tJA I It IN) w' OTY IT Fs.'i=T <',77AAN,, NKIDIFiC tIIe `xS tREt' 29`7? Notification to Surct? 11)5 Observations, by HMIIN&,8R 6,30,92 Oceupun,;yofthe "ork _ . .. _ 15.15,630-14, 14,10 Omissions or acts by CONTRACJOR 69913 Open Peril policy forin. Insurance , I — I — . 5 6.2 (7ption to Replace......_....... ... ......... ....... 5,14 Article or Ilarag:Taph Num ber "Or Equal" Items 6 7 Other wank 7 Overtime Work -prohibition of 63, ()WM-'R-- Atveptanec ofdo�fvcnve Wojk ........ .......... 13,13 appoint air ENGl\TER-. .... 8,2 a,; liduciary 11-1. 1 1 11 - 5 12-5 13 Availability of Lands, responsibility 4.1 definition of h27 data, furnish 8" 'vfay Correcil),�Pcfive Work 14 Misty refuse to make payment, 14.7 \,bly St(V the Work, May Suspend Work, Terjairrau? , , 13 11). 151-154 Payment, make pionipt ... .... N. 3 , 14 4- 14,13 perfornifititr of other work 7 1 permits and Incenses. requirements - 6 13 purchascd insurance requirements 5,6.5I :vT- R's - - Aecepiance of the Work .6 R) 2 Change Ovders, ohlig;ition to execute ..... . ..,S.o, 104 Communications..,- .... ... . ..... .. . ...............d.1 Coordination of the Work 7A Disputes, request for decision 9.11 I rispcctions- tests and approvals 8, 7. 13A l.aabiltlyhis_urunce____,<5 N,7ozrccofDefeQtq ..... . .... ...... ...... ....... J11 Reprowntai ive—Duri rig, Status 9,1 vstoS. P(Ts, Petwicum. Hazardous %\ ame or Raihwcuve Matenal 1. lei Chwqw 01dels", 6 ('ha Inges to tho Work 101 communications ('O,HRACI OR's VN ldcjwc of timincwf mnexoon%, toa,; :Md Ippr.t tie. N 7 IoMlfallvc g 5 Lands and eawin onts 44 prompt pwvni.ent by 83 wplacciii col of f'--V&LkR 9,2 reports and torts S 4 slop or suspend Work ti S 13 101 15 1 lerinmaw Co,TR,\(-'DqO� Setvicles 8.$, 15 SCpm;Itc reple,CnIaMe al -Itc, testing, independent 134 Use or occupancy of the Work, 5 15, 6302.4. 14, lo written consent or approval required._,____ _ ... .. .. 9 1, 63, 11 4 fit LJCDC UCNEMAL ('< "'101111 �Vi I YA lj,.S t 19Y0 LDI 1WN) err("ITS` OF FORI NtR)DIHC'A noNeiRC% 9 99t Article or Paragraph Yurjnher written notice required , , 7 1, 9 4- 9 A 1, 112 It 9, 14 7, 154 PCIls— definition of. L19 general .. ....... ...... ...... ....... .......... _4 ' 0" NER's responsibility for, . . ..... .. 8.1t) Partial Utilization - definition of general 6 30. 2 4, 14 V) 11yoperty Insurance I l'atent Fix.' and Royalties- .... ...... - ..... ....... 6 12 Payment bon& PrivirrieTits, Recommendation of, . ....... . 14 4-14 1- 14,13 Payments to CONTRACTOR and Completion -- Application for ProgresekPaymcints 14,2 CMTRACTOWs Warranty of Titic 141 Final Application for Payinerild .... 4,12 Final Inspection_.___. I . — .. ,..-_._._.1411 Final Pavivient and Acceptance 14,13-14 14 general._ 83, 14 Pal tiat Utilization 1410 Relatnage..... ........ ....... ...... . ........ ...... 14 2 Review of Appliciatons lor Pro gresRPayment.R prompt payment Schedule of Values 141 Substantial Completion 148-149 14 Is when papllcotS doe 144, 14 13 withholding payment 14 7 Performance Bonds, permits 613 Petroleum - definition ol............ ,,,,.,1.30 general........... .... ....... ....... ............ ... 4,5 Ml,-,\,'ER's responsibility for" Physical Conditions— Drawat _�s of, in (kr relaring, io_ 4 .... ....... ... .. . ..... 4 4 tNmung siructuro_ _-__.4,2.2 ,!encral 4 'J Notice vf Differinu, Sklh5urfakv or- 423 llo,�5iblc Contract D,,cuinknvS Olikikige_ 4,2,t flousible Price and finiecAdjustments 4 ',o Reports and Drkoiins_ 4,2 1 Subsul tace and, -1 1 Subsurface Conditions 4 21. 1 I echnicafl Data. Limited Relmnec Ix I RACTOR Authorvect 2 Undejgtound Facilaiks-- general ,<or Shown Or Indic"ted 4 1 2 Pjorecti,m Article or Nractraph Number "holm at Indicated 4 31 Technical Data .---..42.2 Prekx4ristruclion Confcrence., 2 S Preliminary Matters 2 Pirchminary Schcdules- 2,6 Premises, U'seol", Price, Changeof Contract 11 Priw, (7ontract—defi nit ion of,__-, 1 11 Progress Payment, Applications for 14.2 Progress Payment—rctairiage. ........142 Progress schedule. CON'T'RACTOP's ......... 2 8- 2 9, 15.2.1 Project —definition of 1 31 Project Rcpreacritailve— EMINEER's',Swtu.s MringConstruciion 9.3 Project Representative, Resident —definition of ... 1 33 pronapt p,,qirient by OWNER ........... ._83 Property Insurance - Additional 5, 7 geners;15,6-5 14.1 Rvital Ctifizatic"i 5,15, 14102 receipt and application of pii"cJs__ ........ 5 12-5 1.1 Protetaion, Safetyand ........ _�,20-6 21, 112 Punch list Radioactive Nfiatrial— defirrition of 1. 32 ceneraW 5 O%VN+,R's, iv�pkknsilslilv for 10 Recommendation of Paymera _ .14.4. 145, 14 1- Record Documents 14.12 Records, procedures fix maintaining, Reference Points Reference it, Standards and Specifications, of echnical Societies 13 Regulations, I'kw4 'in'] Rejecting L)q ' fL"'five %yorl, Related Worl— at Site Pertorm.cil prior to Shop laawings, and SampIcs ,ukraitwls revwkv Remedies- 'uni ukan e 174 17,5 Removal or (:orrectwn off),,feclive S'ork 13 11 rental agrcenicints. ( kW'�,&.K appikk%al required 11 4.?3 by kvporto-ko and krsolving i, 3 3 2- 614 Rqvq is -- and I )raivinp 4 11 kind Tc�v, 01\\ER'N icirkn;tbihty' kcsi,lent and Project kepresentatole— dorinition of, provision tor...___.., ..... ... ........ ...... ,`.-1.3 FY L CoNIA I I ikNli 1910,8 U994 E01 I I ON , ) N% fM Of Tl,',kT COLLM'SMOMW ATIOMS (REY9 liv) Article or NrAgrnph Nin n her Resident Superintendent- ('()"sTR—A(T(-)R's Responsibilities-- CONTRACTOTCq4 general.__ . .. ............... ...... 0 HNOINFE'R's-in general Limitations oR OWKEks-in general - ---- - Retuartage Rcuse of I)MUments 37 Review by CONTRACTOR, Shop Drawings and Samples Prior to Submittal._ 6.25 Review of Applications for Progress lliiiyments 14.4-14.7 Right to an adjostmerf., 2 Rights ciflkay_ 41 Rmaltjes. Patent Fees and 612 Slic Structural Loriding_ _.__,6.IN Safety -- and Protei;tion. 6.16, 6,18, 6,20-6 21- 7.2, 111- general ....... Representative, CONTRACTC)Xs, . ..... -6 21 Samples__ definitionof., ..... . 1.34 %crivrat . ...... .... .. . ........... 6,2-1-6,29 Revica, by CONTRACTOR 625 Review Iw hNGINhhk ............ ........ .. ..... 0 1 6 27 related Work ............... ..... ........ sull"ittal of. 6,24 2 submittal procedures..... 6,25 Sclieduleol7progress, 6.6, 6,29. Io4- 1511 Schedule of Shop Drawing and Sample Submatals. ... --- ........... 6, 1R-19, 0,23-6 28 Schedule ofValues 6, 2 S-2 Q. 14.1 Schedules -- Adherence to, 15 11 'Vilu, t sting Change of Contract Times.. ...... ...... 10 4 InitiallyAcccptable : � Prelim iniry 2o &o1v of 0wriecs 110-110.4 Subsul fact Coaditions 4,111 p ShoDrawings-- p- and Sam plea, general .. .... O 24-6 2", Change Orders X, Applications for Payinerits, and 97-9 9 definition of. J 3S WNGINEFR's approval of-, 3 6 Pl.G[M-U-1,Ws revorfsibiluy for to iew 9 7- 6, 24-6, 28 related Work, "'19 review procedufes_ N, 6 24-ef Article or Maragraph Number submittal required_ ... 624A Subm trial Procedures, ........ . ...... ....... — 623 use to approve sulx�titimunc _ 6 73 Shown or Indicated 431 Site Access 7,1 112 .Site Cleanliness, 17 Site Visits to - by VNNGINFE R 9 2 11 2 I)y others 13.2 Sliccial c:JUNLs of loss" policy form, insuranceI definition of, J.36 Specifications- defination, of ..... 136 of Technical Sixicties, reference to 3-I I precedence .. .......... ..... ___ _ ........ Standards and Specification; of Technical Smixties, Starting Construction, Marv;_...,.., 2, i-2. 8 Starting the Work 2,4 Stop or Suspend Work - In. cowRACTOR .. .. ..... ....... . . . . ..... OVVNHk - I 1 11 -1 1 - 18 9, 13.10, 15 1 Storage of materials and equipment, - 4A. T2 Sixticturat Loading, &-t(ety, 6,18 Sutcontiactor-- Concert) i ng................... definition ot ...... ...... ......... 137 delays . 1. 1 .. 1 13 waiver of rights_ Subcontractors --in general I I SuN .5 contracts --required provisions-... 11, 611, 11 4 3 S Subraitt ills- .. APPIleatiom for llflvgnenl. ..... . .. ... _ 14 Nbinteriance and Operation Manuals 14 12 Progress Schedules 6. 9 ."I'ampics . , 6 4-6 Schedule of Vahw., ... ... 6, 14 1 Schedule of Shop Drawings anti Samples subm fissions Shop Drawings o.-'4-o _,X !iubatanioal f"ompletiort cortifickwon of. o In 1 14 X. 14 If defirlmon of, . .... ..... . Subsuitue Constrwuon Methods or Procedures 6, 7 Substitutes and or liquil" Items (, 7 I-,xpcnse, o 7.1 .1 1-.N(;INI+,R's I>valtmtiofi o 7 3 "OT-E,qua V 67 11 -SUbsIddle Methods mil LKIVOLM'HAt, k 0XIM I IONs I FA II iJON) w. •1 rY01 FORT )99t ;lrticle or paragraph tium ber or Procedures., ........... ........ ............ £-72 Substitute ltcros .671.1 tiutnsurface, and Physteal Conditions-- Drasvtng.% of, In or Ielatng to..,... ..........4.21.2 l N(JINELR's Review ._ ._.._ .. .... .. 424 eeneral I, tm nod Rehanct 1n° f O'v I TLA("IrtR Authorized 4."2.2 -'Notice of Differing Subxurfin:c fir Physical Conditions...- _ ..4.13 Physical Conditions... __.,....... 4.21,2 Possible I"'wttract Documents Change.,_......_,_.4.25 Possible Price and'rimes Adjustments 9,2G Reports and Drawines _.-._ 4<.I Subsurface and ..-..._. ............ a Subsurface ('andititms at the Site .4 11.1 rechnical Tnia_. Supervision-- CO;vMA( TOR'sresponsibdip'. -__.. 0A OW'NhR shall not xupen Ise......................._...._SSA FNGIN-FER shall not supervise , . . _.. 9.2, 9,13.2 CTupermtendenee Superintendent CON MAC pC9Rs resident Supplemental cost;, , _. ., ,. ..., ... U.4 5 Supplementary conditions -- definition of _ .. __... ......_... A 39 principal rcferenccs tQ... ....... ......1.11t, I.18. 2-2, 2,7, 4 2, 4.1 3 1, 5.3. 5.4, 5,0-5.9, SupplemelttmL Contract DocutnentS.. supplier - definition of .............. _ .......--....... ,.,...-.-.140 principal references tp ..., . 3,7, 6,1, 0.8.6.11, G?0, f 24, 9 13, 1412 Waiver (if Riehts 6.11 conk+nt Io timid payment 14.1^, 1414 { \(;ItiF„fiR has nodun it . ...............i). 13 Notification of _ _. - -10 1, 1(1515 2 qualification of _ ISA-5_3 Stuv n al of Qbligatwils _- _ -_ 6 34 Suspend W'oik 0,Q R 3[at . -13.1o, 15.1 Saapenswnc,l Skork.and 1crmiftatwn tS CON'1R-A TI)R \lac'.Step kt"otk of Terminate _ 15,5 ( %V\ RV1aeSustcnd1Ctrrk 13.1 CA\Nl R \lay'1erminate 15 _'-15.4 `lases-fmmienrheCt NIkV1Ok�. .....61S Techntcat Data-- ..-4.2 2 T'o+sible Puce and 'rnnes Ad ustmerinz _.4,2.6 Kelxxts of Diffetine. Subsurface and Physical C onditrans -. _. _. M1 _ _---.-4,2.3 `C'emporary construction facilities _ 4 1 Article or Paragraph Number Termination-- In,(',0NI'RA('TOR .. _.... __- _155 IyOW'NERl ............. ........... ..............S.S.151-15A ofLi�UINETR'sampluomtcnt _ 8,2 Suspension of Work-in general .._...-.. ..-...,15 "Terms and Adjectives _.._.... __....._.... ....:1.4 'Tests and Inspections-- AeCess to the Work, by others 13.2 CON-1RACTOR'srestmnsibditnes ....... .... .... .13-5 cast of 13.4 covering Work prior tp....... _ 13.5-13.7 Laws and Regulations (or) 13.5 Notice of Defects _. _ ... _ .. 13A OWNER MayStop Wort:.. _. .... _.. 13It) OW'NMR's independent testing.... ....... - ...-.13A special, required by l'Nb0 kPR .. 9,6 timely notice requited. _ _ 114 Uncovering theWcrk, at GSvOMEWs request . H, 8-13 9 runes-- Advu-sting.... ......... _... . ... ........... ('hinge of (Aontract , _ .. _ _12 Computation of.. _.. _._... _._.17.2 Contract Times--dcfmitionof ..,,._ , 1.12 day 17.2.2 Milestones ....... ..... ......... ....... ........ . .... . _.. I Requirements -- appeals __ .__. 910.If, clarifications,. claims and disputes_ _9 1 I, t1,2, 12 Commencement of ('ontwt l Imes„- 2-5 CReconsttuction,Conference.....,..... , F8 schedules ................. ............ 16, 2 9, 66 Starting the Work .__. 4 title,A'artantytrf, _- __- 14.3 I-neovering Work..._. 1'nderground Facilities. Physical Condinons-- detitlAttonol...... ..-........_.. .._..._..._ .............1 41 Not Shown or lndtcated.. 4 3.2 protection of _ 43, 6.'_0 Shown of Indicated 4.3.1 Unit Aice Work-- claints ,.. _.. _... _..... 1I.().3 definition of,,,....... 1-42 generall 1.9, I9 1, 14 5 Unit Prices - Leticia] 11.3.1 Deternunation for -..<... , ._.._-.,-. ..._..." 10 l se or premises ,_- .- - o-16, 0 18, 6 30.2A Utility owners... ... _ 6 13, 6-2o. 7.1-73. 13 1111J7,tion,:Partial_ _ 1-2851S.6?02-4, 14lit Value of the WorR .. _-._. 1 I _i Values, Schedule of ,2,6,' S ' p_ 14.1 L)t[I:X' ta,�} g At, C£�titlll tt �:51 �tU •3 P't`-+4 }i3)1 TIO`yj w:' (11Y or FORT C'.CtLI A NS V101)[1 I£ ATiONS (R£t' 9-99) Variations in WorL-Atmor Aulhori7cd. 6 25, 6'-17, 9,5 .,Vti0c or Paragraph \'umber V1,61s to Site -by F-,,.TCINEf,-,P 9 WArver of CUym,.;-,on Final Pityrnev 141 \\arver of Rights by insured partics.................. 11, 6. 11 Warranty and Guarantee. tferyeral--t, .................................................. 6 �Io Warranty of Title, COIN MA(CTOR's ... 14,3 Wol }r-- Acces's to 11 by othei 7 Changesin the Continuing the,_ 629 WNI-TR,ACTQR May Stop Work or Terminate Coordination of 74 Cost ofthe—. 1 4-11, i definition of 1 43 neglected bN COVTRAC, I OR 14 other Work 7 OWNER 1"Jay Slop Work 13 to ()%VN"k Nla?I Suspend Work 13, 10. I - i I Relaterl, work, at Site 7 1-73 Starting the 24 Stopping, by C(>NMACTOR, Stopping by MNTER 15, 1. 1 5A Variation and deviation authorized, minor .3,(, Work Change Oircclivc- vNims pursuant to......_ ... .... .. . ................. 10.2 definition kit 144 principal references to- 3,33, 10, 1-10-, Written Amendment - definition of 14, principal retercreeN it),.... . 1.101 3 5, 5. 10,15. 1--,, 21 6 19, 111 ), 10A, I I 1 12 1, 13 12.2. 14 72 SVritten Clarificalions and Interpretations 3A1 9. 4, 9. t I 11kriRcir Nonce Required- ..... ..... 71, 10 4, 11.1 12 1 hv OW\FN 1) 10-Y 11, o 4, 1 t 21 1314 ERAX'kjLNLMAL COMA W^5 [V1kj4f1Yob 1,111M IN) tA' my UT r, rcu ikr.v II 997 Utility Potholing Data Point Number Utility Depth to Top Inches Ground or Top of Pipe Elevation Remarks 7931 WLN N/A *5137.44 *Top of Pie Elevation 7934 WLN N/A *5137.13 *Top of Pi pe Elevation 7935 Vacant 7936 WLN N/A *5142.43 *Top of Pipe Elevation 8252 WLN 124 5151.30 Ground Elevation 8253 WLN 105 5150.76 Ground Elevation 8254 WLN 90 5148.47 Ground Elevation 8255 GAS 53 5146.35 Ground Elevation 8256 WLN 117 5144.84 Ground Elevation 8257 GAS 51 5146.08 Ground Elevation 8258 WLN 105 1 5144.29 Ground Elevation 8259 TV 48 5146.04 Ground Elevation 8262 WLN 131 1 5150.99 Ground Elevation 8291 Fiber O tic 40 5145.01 Ground Elevation CI his page left blank intem6mally) two FY I X'tI-AERAI, CONDMONS VVI,3?199� I ID) FION) GENERAL CONDITIONS ARTICLE 1--OPHNI110NS Wltercveer used in these General Conditions. or in the other Contract Documents the following terms have the mearu gs indicated which are applicable to both the angular and plural thereof I I. Addenda --Written or graphic irmtrumeart,, issued prior to the opening of bids which clarify, cornet or change the Bidding Requirements or the, Contract Documents. 1.2. Agneentent--The written contract between oWNLR and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and male a part thereof as provided therein. 1 3 1ppheauon joy Nai"ent--The form acceyled by ENGINPRk which is to be used by C ONfRAC fOR in requesting progress or final payments and which is to be acrzanptmiod by such suppxuting documentation as is required by the Contract Ocicumencs. 1.4. AsbesWs--Any material that cone rvs mots cVahn one 1-xreent asbestos and is friable or is releasing asbestos fibers into the air above current action levels establmhed by the United States Occupational Safety and Health Administration I + 8rd-The offer ou proposal of die bidder suirntued (in the prescribed fevm setting forth the prices for die Work to tie performed 1_6. HuUng Drrcturrenis—The advertisement or Invitation to sid, instructions kr bidders, the Rid form, and the proposed Contract Doetmnents (including all Adderda issued prior to receipt of Dicta). 1_7_ Piddi;;R Requirements —The advertisement or invitation to }aid, instructions to bidders, and the [aid form, 1 3 B,^&a—Performance and Payinem bonds and other otstruments of wc:urity_ ISa Change document by ENU£NEER, which iv signed by 4TNT'iRAC DR .and WN LR and authon/cos sa n addlitiat, deletion or revision it, the dirk, or an adjustment in the Ctmtrao .Price or the C'ontraQt -times, i!aued on or after the T-MAclk e Date of the .lt±reement. I In. Cottrrrrcr 'A�reement lddenda (a-hich pertairt to the Contract Dorunwras), v� "CP'VA UR's Biel (Including a,cumen(a ion aceonpan}in, ,, the kid and any pest Rid dcwumcrtrauon submitted prior to the Notice of Award') when attached as an exhibit as the Agreement,. the 'Notice to lartxced, the bonds, these General I onditions, the 3upplemenr€ary Conditions, the Specifications and the Drawings iv; the �NUt"nO NS 1910,X it }Pr F:daiara; cv c11YGFFORI COLD-NNMOTA tC_CIll IN, CRISP d 200101 -rate are more specifically identified in the Agreement, together vvith all WrAwn Amendments, Change orders, Work C1arige Directives. Field Orders and CNGINEERs written interpretations and clarifications issued pursuant to paragrupli,03. 3.6.1 and 3.63 un or after the Ebleative Date of the Agreement. Shop Drawing submittals approved Mrsuant to paragaphs 6,26 and 6.27 and the reports and drawings referred to at paragralttis 4.2.1 and 4.2.2 are not Contract Document~. 1.11, Corrrrucr Price --The morwy-s payable by ( AT'ER to CONTRACTOR for completion of the Work in accordance with the Contract Ikxutnents as stated in the Agreement (subject to the provisions of paragraph 11 9 1 in the case of I'nit Price, Work), 1,12. Contract Tirrres- fhc numbers of dues or the elates mated in the Agreement, (i) to achieve gubstantial Cormpletion. and (11) to complete the Work so that it is ready for final payment as evidenced by ENGiNCER�x written recommendation of fi ml payment in accordance with paragraph 14.13, 1 13 iA A7R WP0R--The person, tint or corporation with whom OWNUR has entered into the Agreement. 1.14_ &ficnvc -.An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Comraci Documents, +r dower not raect de requirement,, of any unspeofion, reference sandard test or approval relarred to in the Contract Documents, or has been tLmmaaed prior to ON"OT -ti'FER's rev nunen daimon of £aril lxtyrirent (unlc'z responsibility for the protection thereof has been assumed by O11NFR at Sulaaamial Completion in accordance with paragraph 14.3 or 14 ICE). 115 f7rur,rngs-=1'he khawings which show the scope, extent and character of the %ork to he furnished and Ixrftxmed by Cco,N7RACTOR and which have been prepared or approved by k N<itNELR and are reierrd'di to in the Contract Documents. Shop drawings are not Drowitlgs as so defined t,16 E(fecrlve Date nl die Agieeaient-=lte date indicated in the Agreement on which it bxcxntex; effective, but if no such date is indurated it means the date on which the Agreement is sixied and delivered by the bast of the two parties to sign anti deliver. 117 h'N(;717,FR—The perx)n, firm or cogvoration named Iv; such in the Agnomen. 1.15 f:'t(i!'dl"k.7i'x �f.'oniulran!—A fersan, lion or aorrx)ration.having a contract vtnth EN61Nl+-k to furnish sen•ices as I-N t,1NJ. E'R's independent Professional associate or consultant with respect to the -mlect and who is identified as such in the Supplementary Conditiwts_ I.Pa_ Field Order —A written order issued by E-VA N'Ef-A which orders minor clanger in the Ck'crk in accxrdnmce with paragraph 95 but which does not Involve a change in the Contract 1) ice or Die C'cntracl. T imes. 120. Oenand of DIVIslon I of the Spec:ifcations. 1,?l Hazard airs O cnIie '1"he term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Di-Tosaal Act (42 b SC' Section 69t)3) is ameixled frcmt time to time. 1 22.a. Lams and Regulation; (aaw or Regulations -Any and all alynlicable laws, rules. regulations, ordinances'. codes And orders of any and all governmental bodies, agencies, authorities am] courts havingjuriscliction 1 ? b_ L.e uul hoCukz}a -shill be- thost halt t es c�bstrred by the wC'it of Fort Collins 1.23. Liens --Liens, cliuitpz. se:uriiy ital is or encumbrances upon real prgxny or personal property_ 124 kfile.wone--A rfincipal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the N%ork. 1 25, ,Vance rrffAivard A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions prevedent enumerated theicim within the time specified 0INNIUR will sign and deliver the Agivement. 1 2€ A=aace to Proceed --A written notice given. by OWNER to Cu N1 RAC rOR ;with a copy to INMNI&N) fiiing the date on which the Contract Times will commence to run and tin which CONIRACI.-OR shall start to perform CONTRACTOR'S obligtitionrs under [tic Contract Documents. 1 27 ()11,-V R--The public laxly or authority, wrpornticm, v,;o>ciafion firm to person with whom CONTR.dit TCIR has marred into the Alar"alcat and for whom the l4'otk is to be provided, 1 2,8 Paonal 1;`tidiaanon--1 ie b} OWNER tit a substantially cvtmp>leted Iran of the Work for the purpose for which it is bucnded for a related purpose) prior to Substantial (ompletim ofall the yl=irk. IN PC135-Polyc.hkainatedbiphenyls. 130 Pell olciiiii-Petroleum- tnoluding cru k, oil on env I-raclkin thereof which is liquid at standard conditions of temlteralurc and pres+une (NI drgrv�s l"alaeniteit and 147 hounds per - lIwlw inch ahuolute), such as oil. petroleum, fuel c:iL coil sludge, oil refuse, gasohne, kciukne and oil mixed with otho rnia4larard0us iVastes and snide oils- 1 31. Pr)?ject-1Ile tcoEal constrvcticai of which the % nor€: to iv provided under the contract Documents ono} tiena; whokr- or a part is indicwed elm;where in the t oritract Documents. 132s� Rachaacint, .Ltiaenal-Sounc, special nuclear. or byproduct inaterinl as deftned by the-Acomic 1',nergy Act of t;3i ri. (il],tCRrli.etii`.rli 1[�net'+-s it72b f£e4titlai r010 t t LLI ;Y} "IM M1, CM IONS rR k Y d 2oia)) 19s4 (42 r;SC Section 2011 et six} ) as amended fnstn time to time. t 3^_ h L{agudur 1$"oil vtg_Haar -Rc_ Lik working hours err delincYl as 7--Ni-am to t>Upm-3uiicas utl� iisc ihed in the UeneralR2eV irr_6ements. 131 Residc+nt Piv)ect Rtpmwirtatne-'ncc iuthorized representative of 1 .NdINEI.R who mag be assigned to the .site or any part thereof. 134. Samples -Physical eximples of materials, ecruil-ment, or workmanship that are representative of some portion or the Work and which establish the standards by which such portion ot- the Work will he judged, 1-35. Map LJrwiings--:ill drawings, diagrams, illusttntioms, schedules and other data or information which are ss��i6calty prepared or ambled by or for CONTRAC TOR an submitted by CONT'"FRAC 1'OR to Illustrate some portion of the Work 1.36 Spaaeilications-Those unions of the Commit Documents consisting of written technical dewiptions of materials, equipment, construction systems, sandmils and workmanship as applied to the Work, and certain admim.1rative details applicable thereto- 1,17- Subcontractor --An Individual, firm or corporation having a direct contract with CO fR_',C'TOR or with env other Subcontractor for the performance of a pan of the Work tit the site, 138, Substantial Coniplenan-'rhe Work (or a spectiied pan thereof) has fi ollnessed to the point where, in the opinion of F.N01' hJbR as evidenced ti} ENt,i.NEER's definitive ceniticate of Substantial completion- iris sufficiently complete, in accordance with the Contract Dnmens, so that the Work (or specified pans can be utilized for the purposes fir which it is intended; or if no such certificate is issued, when the Work is complete and ready tar finial payment as evidenced by T',iCrNTER's w'nitm recommendation of final payment tut accordance with paragraph 14.1.i The terms °stIbstandally complete" :Ind "sulrt;mt ally completed" as applied to all or pan of the Work refer to Substantial Completion thereof 139 Sirpp{anrcntan Cvadmoiz-1'he run of the Contract Documents i%hwh amoncts or supplements, these tlenennl rJanditions. lop appliei-A manufacturer, fabrieatcor, supplier, distributor, nimeriahnan or verulcv havirV a direct contract with COMR.NCIOR or with anv Suhcrnractoi to fit€rv�h materials or equilmrnt to ba incorporated in the Wz1rk by I M I.1L V'I OR of tool .Rol comrnc9or_ 191 fiuleigirnrnd Factimes-All pyiehnes, conduius. ducts± cables. wires, manholes, vaults, ranks, tunnels or other such facihttes or mta,.hmi--nts and an encasements contautmg such facilities which have been installeJ underground to punish any of the 16flowing services or materials. electricity. gases, steno, liquid petroleum products- telephone AT other communicating ohle television, sewage and drainage removal, tm ftc or other control systems orivster- 1 42. trait Pike ifarir—lv'ork to be }raid for on the basis of unit prices. 1.43, Work --The entire completed construction or the various separately identifiable p�u is thereof` requitcd to be furnished under the Contract 1)neuments 1S`cmt, includes and is the result of performing or furnishing labor and firnuslting anti incorporating materials and equipment into the construefion. and performing of furnishing service and furnishing documents, all as rewired by the e ontrnet Dccumcnts 1,44, ff'ork GhaiW Directive• -A written directive to CONTRACIOIL issued ern or after the Effective Date of the Agreement and signed by OWNER and recommended by INGIINEER, ordering an addition, deletion or revision in the Work, or responding, to ditl"ering or untiareseen physiail conditions under which the Work is m be pertonned as prctvidoi in piimgraph4.2 ru 43 or to emergencies under paragraph C 23A Work Change Directive Will not change the. Ccrnnact hrioe nr the C retract limes, Nit is evidence that the parties expect that the, change directed or docutnentod by a Work Change Directive will be mccwpxw€ded in a .subsequently issued C hangz Order folhny%ng by the parties ays to its effect, if ary, on the Contract Price or Contract "ftmes as provided in paragraph I tat 2 145 Armen Ametaiment•-A written amendment of the Contract Documents, signed by OWNM and CONTRACTOR on or after the Effective Date of the grecmeat and tuxmaliv de iGtmg with the no ngin xring or nontechnical rather than strictly ansltrctiorrelated aspects of the Contract Documents ARTICLE 2--PRfA.lNH\.UItY v1AT'rF,12:S Delfrerr of Hon&: 2.1 When COlv'fRACIOR delivers the executed Acreenrents to tAAVNER_ t'()-NTkA(—IOR shall also deliver to C ott \ER Nwh Bonds as 0)',,"I AC'TOR may be required to furnish in accordanc¢ with paragraph 5.1 CoJptieS of ltocumcurs: _. M \ ER shall furnish to RA('TOR up to ten copie,s (unIcAs; otherwise speuilied in the 4,uppiemrntary t'cmchtions) of the Contract Dcs:ummmis tins are reasonably necessary for the execution of the Work- Additional copies will be torn heL upon t.xl110A. at the exert otrcpuxtue°uon Commencement of Contract Times, Notice to Proceed. 23, The Contract Curies will commence to rim on the thirtieth day after the p, ffective bate of the :Agreement, or, el"e11YOFr010A%AIA1A`,WIDIr1C#VIA INS LK(; M1.gono) if a Notice to Moceed is given, on the day indicated in the Notiee to Proceed A Notice to proceed may be given at any time within thirty days after the Ellective Date of the Agreement �aletrc�afta#r--the-play of f3td-opening-or the thirtieth dayafterthe -hf feetive-Date trf tot reetu enk'wl»dneves-t#mte-is tarlirt, Marting the Work - 'A CONTRACTOR shrill s'lart to perform the Wcxk on the slate when the Contract Times eommence to run, but no Work shall be done at the, site prior to the date on which the Contract Times continence to run. Before,Starting Construction: 15 Before undertaking each part of the Work, CON°'rRACTOR shall carefully study, and compare the Contract Documents and check and verify rtinent figures shown thereon and all applicable Geld measurements. f ONTIZACTOR shrill promptly report in writing to ENGIIvEE`R any confhcX Lunn', ambiguity or discrepancy which CON AC' I'OR may dismver and shall obtain a written imerpretaticn or clarification from ENGI FFR before proceeding with any Work affected thereby; however, CONTRA(71'01? shalt not be Gable to C7Ve'v`k;R or 'ENGINFER for failure to report any conflict, error. ambiguity ot disoe lianc) in the Ccxtuact lAxuuents unless CONTRAi "MR knew or retumably should have known thereof, 2 C Within ten (Lags after the Ftlecttir'e Date of the ;agreement (unless othcruise specified in the General Reyuireanents), CONTRACTOR shall submit ut E.ie;GINTER for review: 161_ a preliminary progress schedule indicating the times (numbers of -days or dates) far starting and completing the various stages of the Work, ina0mg stay Milestones specified in the Contract Dcsctuuents. 2.6. 2. a preliminary schedule of heyt Lmrawi ay and Sample submittals which will list cach required submttral and the tunes for submitting, reviewing and processing Stich submittal. 26,11. In no case will a schedule t+v. acceptable which allows less than 2t calendarsags fur cachrcyl�w bg lstit�ttrel; 2.6,3, rat preliminary schedule of Values for aG of the Work which will include quantities and pries of means aggregating. tile Contract Price and will subdivide the XVoik into component parts in sufficient detail te) serve as the basis for progress payments, during ctxisnuctitm Such prices will m:;lucio an appxapriamte amount of uvcrhemd anal profit applienble to eadi, neat of Work. 23, Before ;any XYA)rk at the site is started, ('10\7 RAC" OR inel--t-AvNkls shad e" (Waver to the other O1t`Nhg with .opics to ash - tclditiotw}.,immied idenufieel inn -the Suppiementnry Conditions ENNGINFER,. ctrtilicaies of insurance (and other cvidence of insurance tti blade - tai�}u*r-art=-thmm--�-ttrpu-ttclelitif�ntr4--mil--mat+ rea%)Mbly f to estAll .OW which CC) fRA(JO -erect-C smvelwtrfr as required to purchase and maintain in accordance with 1'nragrnghs 5 T, 56-and 3:7. Preconstruetion Conference_ ^_.$, AYithirt twetaty daps altar the Contract Times start to run, but before any 1Crork at the, site is started a conference attended by CONTRACTOR, ENG1NEM and others as appropriate will he held to esmnhhsh a working understaudurg among the partie4 as to the Work and to diwuss the, schedules referred to in paami?raph'_.6, procedures far handling Shop flrawitip and other submittals procczsing Agptiaitions for Payment and maintaining required records. Inirialtg Acceprable Sehediatov 19_ Unless otherwise provided in the C.rmtract t:kxnments, ft least-tendayii heiixe-submissl'm o f-AVIL #tfst :\ppliettiiext i.�r:kaayment Ixl'are an�,work at tlne siteiae�inst a conference ancrided by CONTRACTOR, f'tiGINEER and others an npiltolrmte &silotkxiby 0 N"FR will lx held to review for acceptability to 1 N ;1 %lihk as provided below the schedules submitted in accordamc with jfragxapIi2,6, and Q vnsroty 1 - Getnclal fC�gtnueioerLs. tYltv`l'km-rots shall have an additional ten dA)s to make corrections and adjustments and to complete and re5uhmit the schedules No proerass pxnyrnent shall he made to CON\TRAC"TOR, until tine whcdu'lcs are submitted to and acceptable to lNGINEiilt as provided below The lxngresv schedule wilt Ix acceptable to ENGINEER as providing an orderly pr Rue )ion of the Work to complctunn Within any sliccified Milestones atnd the Contract Tunes. tut suchacceptance will neither impose on I :'Lill+1`zkit responsibility fur the sequencing, scheduling or progic't5 of the work nor Interfere` with or relieve U?'.fl \f`I'OR font (*0N RA('')tts full restx isibility therefor. CONTRACTOR's schedule of Shopf)rawingand.Somple willbeacceptallk to I:NGINFER as providing it workable arrangement flu tevicwing and prcxessit* the required submittals Ct)NTRAC1 CSR's schedule of values will be acceptahle to EN6 [NEI:. as to form and sohstance_ AlOIC E 3- CONTIOU'.' DO 1 'n ENTS: INTENT, Intent: 3_I the Contract Docarmeras coinprr.a the entire aclooment between UiV'MiR and C OXTRAC'ro k vuo>vvamna the tikA the Contract DoccullmCs are omplem.�n&its; what is call+xl Sot bt arc: is rn binding its If oratkNl for by all. The Conuact boctrmeaats will be construed nn no, torciancc- with ttte paw of the piriee of the: 1'rajed It roc the intent of the Contract Ihxcuments to kR f�s'iyk,?FR. tL c':i�t NHlt� St9libS ilzx�toVlhx@ tit t 1 I't �.�r FCiI{ i �": �i,l,(A5 fit xi lit It'1.9 CtOA`+tR t 8 a4UGo! describe it functionally connplewf1roject (orhart thereof) to be constructed in accordance with the Contract Docun enls. Any l#ark, materials of equiptnent that may, reasonably be inferred from the Contract l)ocumerits or from ptevinling custom or trade usage as being required to produce the untended result will he tirntshed and performed whether or not slneciiicalhg called for. When words or phra� which have a wedl•lcnowtn technical or ClTAMCuOr, industry or trade meaning are uxd to describe Work. materials or equiptttent, such words or phrascic mil he interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall he isstaM by ENGINHER as provided in paragraph 9A. 3.1. Reference to %andarda and Specifiealums of Technical Sociedrs Reporting and ResoAdng Uscrgwncles: 331. Reference to standards, specifications, manuals or rxxIcs of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference ]e specific or by Implicaucat shall mean the latest stancLard specification. manual, code or Latta or Regulations in etTect at the torte of opening of Bids (or, on the Effective Irate of the Agreement if there were no }lids}, except ms may he otherwise spay iliraily stated in the Contract Documents 3.3.2li; during the performance of the N:'ark, r ON'I-RACl OR discovers anv conflict, error, antra uity our discrepancy within the contract Documuus or between the Contract Documents, and any provision of any such f,aw or Regulatirat applicable to the performance of the Work tx of any such stanctird specification. manual or code or of any instruction of any Supplier referred to in paragraph 6 5, C) f12AC'1'C)12 shall report it to l,',vtllNEER in tvriti I at oncc, and, c CrNTl ACTOR shall not proceed with the 1%oik affected there€ay (except in an emergency as authorized by paragraph 6.23) unfit an amendment or supplement to the Cartttact (documents has been Issued by one of the methods indicated in paragraph 3 5 or 3.6. piovidccl, howeeer, ileac CONTRACTOR shall not he habl. Io OkIVN'ER or for hulurc to reprn any such conflict, error. ambiguity Or diwt el .mv unless ("ON NACTOR knew or rcau.*rvsbly shadld have Imown €fterevl t 3.3- hxcept a, csthenvre sleciticallV :.fated in the Contract Documents or as may he providul bt• amendment or supplemet the. et« i sued b} one of the methods ii—Owated in paragmrh is or ri, the prcvisiams of the Conntraet Documents shall take preuedenco in re.noking anv conflict, error, ambiguity or discrepancy beimen the rrm isians of the Contract Documcnts and: 3.3 3_I . the provisi uns of any ouch stsmclard, speritiununn manual. vcsdc ar instnusicrn suite t r or not staoilieally incoalxraced by ieterencc in the Contrail Docunwius), or 3.3 3:2, the provisions of any such. LawN or Regulations applicable to the performance of the Work (unless such an interpretation of Ate provisions of the Contowt Documenu would result in violation of such Law or Regulation)_ ' No provision of any such standard, spccihcaticrn, manual - code or instruction shall be effective to change the duties and responsibilities of OWNF , COn:TR.ACI or t NGINHER, or arty of thur subcontractors consultants, agents or emfik-A,ecrs from those sea forth in the contract Documents, nor shall it be effective to assign to OWNER, INGI MFR. or any of f MUNF.U's C'on ultant& agents or employes any duty or authority to .supervm, or direct the furnishing or performance of Are Work- or any duty or authority to undertake responsibility inconsiswnt with the provisions; of paragraph 9_13 or any other puuvision of Are c,braraot Documents,. 3 4, Whenever to the Contract Do uments the tams "as ordered", "as directed", "as required", "as allowed". "as approved" or terms of Pike effect or import are used, or the oijectives 'ro )rrable", "suitable", "accefhtable", "proper" ex 'satisfactory" o adjectives of like effect or import arc used to describe a requirement, direction review or judgment. of I titlENE'1 R as to the Work. it is intended that Noel requirement, direction, review or iudgmcm will tic %Rely to evaluate, in general, the conp3rXed Nyork for compliance with the requirements of and infemnation in the Contract Documents and conformance with the destgn conns.ept of the completed Project as a functioning whole as slx urn or itxii.aneel in the Contract D000nients (rimless there is a aperilic statement indicating otherwise) the uvr of arty such term or adjective shall not Ne effective to assign to EN any duty or authority to sul'>ervise or direct the furnishing er petforman" of the WvA or ton%. date or autluidty 10 Undertake conkory to Ara provisions of paragraph '+.13 or anv eAer pro%ision of the Contract Poouments. Intending and Supplementing Contract Dtxunrvnts 3.5. The Contract Lxvmrients may be amended to tvovue for additions- defeiions anet to isicna in tie 4S'url,. err to ntzxlify the terms and conditions thereof in one or more. of the following ways 3 < 1. a Onrial Written AmentLnent, +.. - a Change Order (Pursuant to paragraph I(.4 or rr9t7C GP._•. AA1, Ct %01 i ICNS 1939-& l l vim d dill A ! aOry, MR1 179an1 353 a Woik Change Directive (Pursuant to paragraph to.1) 3 ti. In addition, the requirements of the (Ammict Doc-u eats may be supplementea and minor variation and deviation in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuimt to paragraph I>_S), 362 ENG[IN FR's approval of a Shop Drawing or Sample (Pursuant to paragraphs 6.26 and 6.27), or 3.6.3. ENGINEER's written interpretation or clarification (purstmnr to paragraph 4.4). Reuse of Documents: 3.7, COx MACTOR, and any Subcontractor or Supplier or other person or organization perfivnnn� or furnishing any of the Work under a direct or indirmt contract with OW'NFR (i) stall not have or acquire any title to or ownershi rights in any of the Drawings, Specifications of other dovuments (or oopaw of any thereof ) preprared by or bean the seal of ENOINFAR or F\MYl 'PER's Comkultant, ari (u) shall not reuse ;any of such Drawing Specifications_ other documents or copies on cxt.rnsions of the Project or ratty other project without written consent of OW"NER and Ei` CINEER and spx'Cific written verifivanon or adapeuton h3 AR7'ICI.E d- AVAII.:,XRILI7'Y OFI,A 'I)S; SUBSURFACE AND I'll SICAL CONVDITIONS; REFERVINCE POlti rs Amitabiliry of I ands: 4.1 W Lf2 slutll ltrrr sh, as indicated in the romrao ikrcumcnts, the lands upon which the Work is to be performed, rights-ort=way and easements for access thereto, and such other lands which are LILNIgaated for the u,eoff'()':v'S'RA(-TOR L"=leerreasrnahleswrttan-raquest; rnSV4RR 4ra41..Furrssfi- ONTRAt1*)R-woh-t.-ecmreet xtrutetuentofrecord legaltitleanct legal -description of the Imals upon -which the -Work ix, to be pertorniol and tAk'Ni;R's-interest therein as necessary for giving-mrricn of or filing a, tutNhtuuc;'i. lien aganist such ]finds- In acuordarwe with allAcithle haws and Regulations (ANER sladl ndentI6 anv emumbranxa Ur Te';trictrons not erf c' neral anlrpiicatnli feet slxcifically reialvd to use of lance; o , fiunishcwl with which CON C FOR z%ill have to comply in perferming the Work. 1asemcnis for rrrmaneni strtun r0 of permanent chunges in cyisting fhcilnre" %colt be s+h.ainn4 anti )said (cx by Olk\kilt_ unlvys atherwce provid"l in the t'ontrao Documents. If CON") ti,VI OR and (AVIIER are uarablc to agree on entitlement to or the �imount or extent of ari adjustments in the Contract Prize or the Contract Timex as a result of are}' delav in CAVM'R's lunushina these IandL rights•of- wuc or cascnrcnl5 CON TRACIOR may make a daim theretihr as Irovided in articles I I rind 12. t"t} 'IiLAC;POh s1raA Provide fix all additiortad lands and access thereto that may he raluired for temporary construction facilities or storage of materials and equipment_ 4 a Subsurface and l bkrsical Comitions: 4.2 I Reyorr. uncll )ruarrngiv Reference is made to the Sup plemeniary Conditions for identification of 42.1,1. Subsurface Comki ais: Those rcptxts of explorations and tests of subsnaface conditions at or contigtinus to the site that have been utilized by E�,,t r, E}sR in preparing the C:'ontraert ]documents, and 'I.?.l =. Pit}sleal Cmoulioru: Those drutvings of Physical conditions in or relating to existing surface or subsurface structures at or contiguous to tie site (except tli&rj�rermd Facilities) that have been utilized by 'ENGpv'FFR in preparing the Contract Ikicummis. 4? r tempted Reliance by C(LR`MIC T(M Audx)fized: Technical Dala: CONNTRAC'TOR may rely upon the general accuracy of the "technical data' contained in such reports and drawings but such rcpiorts and drawings are not Contract Document: Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "Lechnraal data", c'Ca "ff2iC'P<lRmay not rely upon Or make any claim against tiWNIEh, I+NUItvTiFR or any of t "•a,F\TiFR's Consultants with reghect to- 4 2 2.1 _ the completeness of such reports and drawings for CONTRICTCR's purfoses, including. but not limited to, any aspects of the means_ methods, techniques, sequences, and procedures of construction to tie employed by C"CNIM ("KiR and safety prMiub s and prcvxranis incident thereto, or 4.12 ^_, edict data, intenlydations, Opinions and mtorinatton conutmedin suchrepotts or shown or indicated in such drawings, or 4.2.? 3. :my f'0NJ'RA(1'I(}R interpretation of or conclusion drawn fi,om any "Technical data" or any such Lints, interpretations. Opinions or infcmnation_ 4 '3. :lotwe of £'hffervig Subsuface ar Phvvical Cedits,,_ it Ct?NIRCTOR belicves twat any xulxurfia aL or t hr:dcal enlx7ition hit or conugunus tea the site that c, a neon erect or resealed either: 41.3,1, ci of such a matiue as to establish that an rochnicnt data" on which ( ONTRICIOR. is enGalcd to rely as provided in jxiragraph,s 4.2 I and -4 2.2 isntater antinaccurale, oa 4.,..2. is of such it nature as to require a change in the Contra M t;kneunients, or 4. 1_._. citf3ers materially From the shown Or ISA FA t,I'll NEKMH 'OM4_1[""s 191U4 0990 tdlhmlP u= n 1't 0t 1,40 k V(m UNe; NK 9XV it A1IONS hR IT tezaaa) indicted in the Contract Documents, or 4.2.3.4. is of an unusual mature. and differs materially from conditions ordinarily encountered and generatty me ignited as inherent it workof the character provided for in the Contract Documents, then C ON'TR.ACrOR +hat promptly tmmediat lY after hecoming anvare thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted Iry paragraph 623), notify OWNER and ENGINEER in writing about web coruhtionr C'ONTR'ACTOR stroll not farther disturb such conditions or perfarm any Work in connection therewith {except as af(xesuid) utnut receipt of wi-iaen order to coo so. 4,2.4. h;NG114FER s Review: I."N"GLvF; R will promptly review the pertinent conditions, determine the necessity of OANTER's obtaining addition al exploration ur tests with respect thereto and advise OA�'k;R in writing (with a co ny to C'O\1RACIORi of EINIONFER's findings and OOnolusions_ Cy Patvible Canuaci lircumentr Change: If t. tilslStiliF conctudes that a change in the Contract ("Jmwnents is r�uirul as a rasuhof a eondiuhn font meets one or more ofthe eategoties in paragraph 4.2.3, a Work Change Directive or a (:range Order will he issued as provided in Article 16 to reclean and document the coisegctences of such change. 4.2.6 fasclble Pricy aid Tuner-tt§ustnxlw.v: An equiLible adjustment in the Contract Prize; or in the Contract Times, or both, will be allowed to the extern that the existence Of such uncovered or revealed condition causes an increase or decrrase in CO NTRACTOR's cost oR or time required for periixinance *if, the Work, subjeet, however, to the toll -owing 4.2.6.1 such condition mast mud any one or more of the cat rtr+e, Llescribecf tit paragraphs 42.3.1thlot )4.G34,inclusive. 43 6.2. - a change in the Contract Documents pursuant to paragraph 415 will nc-t ix an automatic authorization or nor a cond€lion pruxd sit to entitlement to any such adjttstm ent, 43.6.3 with respect, to Wcik that vi txaid frn on a Crut Price 1, mis, any adlustment in Conuact Nice will be suhject to the provisions of paraurapix, ~ i (l and l l . t, and 4;2,h.,4, t ,QN MN'I c iR tshail not 1tti. entitled In any adiusirri in the Contrail Price ci [ imes if, 4r.64_1 ( Ic11: knew of the cNiste ice of such conditions at the time i'0`3TR M7 R nadc a final cotnnimiterat to C)WN R in rested of Contract Price and Contract rimes by the silmnission of A bid or beRnting bound under a negotiated contract; or 4.2.6.4'- the existence of such condition could reasonably have been discovered or revealed Its a result of tiny examination, investigation, explomticm, test or study of the site and comiguous areas required by the fa'idding Requatments or Contract Documents to Ere csmducied by, or for CONTRA( -['OR prior to CCnNTRAC POR's making such final corninument or 42,6A3, CONIR.iCTOR tailed to give the written notice within the time and as required by paragraph 42.3. If C AVNER and CONTRACTOR ore unable to agree one entitlement to or as to the amount or lath of any web mluitable adjustment in the Contract Price or Contract lhares, a claim may he made therefor as provided in Articles i I and 12. However, OWNER, FNMNH R and 1 N'irNEER's Consultants shall not lie, liable to CONTRACTOR few any claims, cats, losses or damages sustained by CONTRACTOR on or in connection with any' other project or anticipated prc?lect. 4.3. Physical ConrGdons--UndergroundEaciliries: 4.1.1. Shoun or Inc*eate& The information and data shown or indicated in the Contract Oocumcnts with respect to exisimg Underground Facilities at or co ntiguon[s to the site is based on information and data furnished to Olt" I"R or ENGINi?ER by the owners of such Underground Facilities or by others Unless it is otherwise esprrsly provided in the Supplemematy co idition%, 43 1 A OWNI>R and KiNCIaINTER sbutl not be respxuisible Poo true accuracy or wmppeteness of and such information endata; and 41 1.2- Tlie cost of all of the Mowing will be uicluded in the Contract Price and CONT12AC70R shall have Rill responsibility fee (0 reviewing rind checking all such ntf)rmation and data, (n) locating atl UndergrotmdFacilities shown or indictuetl in the Contract Ootcuments,riiii coordination of the Work with Ow owners of such t`nderg,rownd Foofilitis during construction, and r 0 the safer and protection of till such Undetgrouni Faaeutules as provided in paratpaph& o and repuring am o4nniage therricoresultir ; trvtn the Wok. 4,3.2. Nat b'lumrt or lmhcalecl. if an Underground liacilitg is uncovered or revealed at or co ntienoxis it) the site which was not shovin or VaLuC lel in the. Cuntratt Documents, (0NI' R.A(TIOR shall. proaaiptiy immedituely after becoming aware thereof tint lwfore fanner disttirbutg Conditions uffected thereby ,r perfcrmind; any Work in connecn,an therewith i cxxpt in apt emergcncg. as required by Paragraph a ' ), identih• the owner of such Underground Facility and 1 ION' I9 t 9 S 01,101 k:eir tit? W 111) 1+FnR1 ,%)It 1AS %10DIrJCA1"It ri',1RI V 14oDa1 five written notice R that owner and to OWNER aril f"`,t,INFER EN"GINFER will promptly review the Underground Facility and determine the ement. if anv. to which a change is required in the Contract DJ cumcntsto reflect and documerA the consequences of the existence of the Underground FAcility, It E GIN FR concludes that a change in the Coruract lAxannents is required, a Fork Change Directive or a Change Order will be issued as provided in Article 10 to reflect aril document such consrquru.'es. During ,such time. CONTRACTOR shall be responsible for the satiety and protection of such Underground Facility as provided in pampph620. cONf`RACTOR ahaR mMro be allowed art increase in the Camtmet price or an extension of the Contract Times or both, to the extent that they arc attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that COl TILNC.TOR did not know of and could not reasonably have been expected to be aware of or to have anticipated If OWNER and CONTP ACTOR ve urvible to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract 'Fares, CONTRACTOR may make a claim therefor as provided in Articles I I arid 12. However, OWNI '..R, ENCTTNEF,R artd F:IvGNME.FR's Consultants shall not he liable to CONTRACT OR for any claims, cwtsi, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or antieipated proieat. Reference Points: 44 OWNER shall provide cnginearittg. surveys to establish reletance points for construction which in F:tiCT'\T, R's judgment are necessity to enable CONTRA(I'OR to proceed with the Work CONTRACTOR shall be responsible for laying out the Work, shall rotect and presme the, establistred reference paints and shall make no changes or relocau<x1s without Ole prier written approval bf OWNED t ON'TR MM, R shall report i(, E GYN71'CR whenever any reference point is lost or destroyed or requires relocation because of accessary changes in grades or locations., and shall be reslx)nsihlc far the accurate replaccuient of relocation of such reference Mints in. professionally quatifietl personnel 4.5. .Asbexros. H 13s. Perroleunt, flaZardoas Waste or Radioaclive Material: -1 1. OW'?a R shuli be respx-isblc bw any A4x,stcm, th' f's, Petroleum, Flazardous Waste or Radioactivc Material uncovered or revealed at the site which was not shown or indicated in Lnivvin , or `niractSfocunients to be within the scope of the Work and which may present a substantial darger to persons or tie }}rty cvose 1 diereto in connection tic ith the Work ,o the site (YGLNI.R shall not be responsible for any such materials bought to the ,ae bV ('0M RAC:' OR, Subcontractors, Suppliers na' anyotic else for whom i ON I R:AC OR is responsible. 45:2: E"-7N-T'k:4C'tFC1st{ki+tttnc3rnleHw�- {tis&1 aun cttniliirat-stud ui- any .-area -alymed- thereby -(except inallMeirgerww n ce tern Fay kr42,),, in& 4�"�t�12-esa�--i fond--d3ernuEter--aunlirtst such notice in writing), _ OWNER shall- promptly corault-with-ENGfINTER ewteeming- the- necessity -fix C)tirNER--lo-retsina ilrl lied expert to evaluate well haarrtktuM OF LAW ectevesnt if any C<)*rTR .AC foR,shad}-net-bw c4uued to setae Work in-ecrrateatisan- wilhaueb-iulrxrdcaats-�trittttrn 4sr-in-arty ender ()WNfiR-h"a4aitted taDv-re try-rtermas rrkNed--theretcr-and-deliver l-ie �'r'T�t ItC.itaR-jvsitlx+rr netima,-.{i tt�rc:ithsty thra-such c>oMittuxa and-anv o fecs ed area +sor has keen retxlared sate -..for, the- -resumptnsxr._stf _-Work, -ex (ii)apewfymg any sp eearf conditions -unilea-wlush st" TRAC umC-aft as to en' 'vtiR--and Atlementto or -amcwt�eir-e:etertt+tp.a+rt-adjuvcrrtent.--if-snv,--it+ LVttk-stEr}�tn�,e�r-sash-speGia4 c�anditssw�und�ivhieh Wax' 4iiagrc+asf 4 - CON MA(A 4A-> tethe-restarted; either-perty, may -make •aclaim lherefo iv%preavcledin Artioles-l-f-mad-1-1 Ip..alley receipt o€- eh_ p ntl...wrtine nottee, (Y}r TRACT-p-R-does-not agree toresume such work bey'rt<rrraytemsenel3le-beFzzi=it-is tmwmfe,-�.a-fk+es--rust agree-ui-r�u�--soh - ikt?rk -uncles--Alt--cal conditions, then OWNER -nnag order queb portion of thee-1r.'ork-tints-ia--ix-sEtnneexisns--utith-Suelt._hararsisws eanditrxt or in 'eh nHeeted area to lne deleted fate the -.WoFV-lt'--«44;SrfsR--and-c;t-1r'wli 14'=l'(*-eannot agree us to entitlement to or the acyrount or extent of an a ijt stmterr; ii may--or-C-tim" e Rise <x-E-oats acit,4im `v as a-rzstelt-nf opting -sue# p ortsin of -the Worlt.-tfvri either party may make a daim lhemftv-as provided in rkFtieles- i-}-mad--} ?--t-54FAilstE-may--lane-etch--deleted portion of tile -Work tvrtormej by <>WNM,;"R's own lonx,,s ur cttlters in accordarice will) Arttele 7. 4 *;�I-=4o-the--tirHent--ran#ent-prwnnitttl-by-darn-s--and Regulations, OWNER -shall- mnLemnil'y and -hold hanaaales Cth'ot'fRACTOR. Sulrxxtrftct as l":VfTll*ri-hli:-_.FIN( NI+iR-'s._.t i"altxnts--nand---the ofiicers. directors, enalatoyee+ agents, other consultants and subcontractors of each and any of them front: and-sat_aminst all claims, costar.- hisses -and damages arising oat of er- of trllang ftvm such hm arakxts eondiii inn prtwdticsl Utmt ti) tiny sueli c .aim; V35LAoss c+r-dama_se Is atuibutuhle to t-,xlliy mlury, !iaEdene#''-dk•'a'f4SC-t�F-dcmr�;-Hf-lea-#nttlt±' No-(aFii�".iift+t:Fk3n af-,ang+e-protlerrv- aother -taunt-tle--WA atsw16, ineluhe>L the- �ol use -resnhing-therefrcam, and to rwthing in this subpart;-raph 4,5A tdmsll ..*tfgate OWNER to mcemmly any perm or entity kom-cad against nix-e of that lxvx�d-c - atiEr' own negligence d-�S:-- fhe}u�is�ns of }>Qra�aphs-4��--anal-i.Lsue nr,E-itmtanded lei-sly+ly #t�.-,arlxeata�s, NF'H-s-Fetrx�laYtma-. Fftrzmrd�.ws-Waste--tzr--1 stdi tavr- kfater-ial uncovered or revealed at -the sat, Fk-I)d'OENE;KM,"ONI)111.CV;I fd991 F_"W..... w+c311" Or R R I coLL1N—SMOD11kd'rl O`N t$ C1dna*11 ART'RC'LE S--D NVDS AND L'VSURAINC",k' Performance, Payment and Other Boat 5.1 CO TRACTOR shall furnish performance and F`aymcmt Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and paymcnt of all obli tions under the Contract Documents. These, Bonds shall remain In effect at least until one year after the date when final payment becomes due, except as provided otherwise by Law. or Regulations or by the Contract Doeume ts. CON-1 RAC I OR stall also furnish such other Ponds as are required by the Supplementary Conditions, All Bends shall be ill the total prestmbei by die Ceruract Documents cxe t as provided otherwise by laws or Regulations and shall be executed by such sureties as are named in the current list of 'Companies Holding Certificates of Authorvgy as Acceptable Sureties on Fe oral Bondi and as Acceptable Reinsuring Companies" ns published in Cacular 570 (amendmr) by the Audit Stab; Bureau of Cfovenment Finnneml operations, t-.s.'rreastay D,panment- All Bonds signed by an agent must he accompanied by it certified copy ol'such ageaCs authority to act � if de surety cm any Bcirnt famished by CC%fkACr0R is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the I°rojcct is located or it ceases to meet the requirements of paragraph S-1, ('CNTfR.-'CTOR shall within ten days thereafter substitute another Bond and surety, both of which roust be acceptable to OAVNIE:R. 5.3. 1 icensed Sureties and Insarene: C`w•tifroates of Insurance; a.l. All Bonds and insttranek required by the Contract MK utnents to he purchased arxt maintained by OIANTER tie CONTRACTOR shall be obtained trom alrety or MAnatue comfxsues that are duly licensed or authorimd in the jurisdiction in which the Project is leaned to issue Bonds or insurance policies Icr the limits and covertatet so required Such surely and insurance companies shall also meet such additional requirements nrad qualifications as may be provided in the Supplememary Conditions, t'_ m'tJ T[L•1CTt7R shall deliver to 01VN R- u nth cetptes w ekachaddil)cawl insured ode nti%I in the Supplemental) Conditions, certificates of' insurance (aril other evidence of msurana rtquestc:l dry (Ale NER or any other additional insurecpj which ("ON-1 RNA QR is required to purchase and maintain in atvordance with paragraph i 4. ONV\ ;R-shatll deliver -io-< (n�-loPA(,',f ()R. with--ca>pws to each additional m:atred- identified -:m-thc `iup+piaanentury t 'omn litittrt—ue et+CtEmtes--cif—insurane� -- f anel--r cVlJcaee-ef-i teas RA TOR tw' am -.ether ,ulditi€anaF insiat cdt-K•hhi'h-(-"-N4-.,R it reyctir ta-pwre6�setand maitusal)rrrmet:tne.+-awiEh paragraphs ?. i and 5:3 hereon. CO \'TR4CTOR'.s Liability Ircsurancx: 5 4. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and titrnished and as will provide protection from claims set forth below which may arise out of or restdt from CON-MACTOR's per(ormmtee and furnishing of the Work. and CONTRAC':TOR's other obligations under the Contract 17cxumcnK whether it is to IV performed or furnished by C')NIRAC TOR, any Subcontractor or Supplies, or by anyone directly ou indirectly employed by any of them to perform or Furnish any of the Work, or by anyone for why acts any of therm may be liable' 5.4.1, claims wider w°oakem� compansatiou, disability benefits and other similar eynpleye benefit acts; 5.4.2_ claims for damage,% because of hodil}}. injury, occupational sUr>ess or clise•asc, or death of ( •ONTR,V-FOR's emplovees; 5.4.3. claims for damages Ixcause of hodily injury, sickness or disease, or death of any person other than CMITR ACfOR's employes, 5.44,- clauns- for .insured bycustomary pet�errel injuy-liaiaihtt�eoveraae wlaa=Vr+m �;ctstairird (i}Hyanyt a£natrresta}ttj'tut-offrans,dtreat#y-ot indirectly related to the employment ofs Fh persma by t44NI4 person-ia an4 othee-reawdan. 54.5 claims for damages, other than to the Work itself, ivcause of injury to or destruction of tangible property whoever located, including loss of use, resulting therefrom; and S a ti cltims for damages Ixiause of ladaddy iniun• es, death of any person or property darnage arising out of the ownership, maintenance or use of any motor vehicle 7�he- policies at insuranea s<, rcytnred be idol .paragraph 5.4 to IV purchased and maintained shall: S 4 7. with respect tea insurance required by paralpaphs 5.43 through 5.4.6 inclusive and 346. include as additional nzsure4, (subjea to any Customary exclusion in respect of professional haNhiv), tAt -\EK. ECMNNl R. 1 (rl litiRs d ` nAdtants and sane other persons or dsttiucv identified in the So11,ementary Conditions, all of whom shall be hied a additlostl ansurecls, and include co veraae for the respecuvc offwers imdl einplotecs of all tiuch additional msureds, 5 #.R. Include the specibe covena'es and b 'written for not fem than the, limits of ],.ability pro%Med in the Supptennenlary Conduionns or regUucJ by Laws or Repulatiow,, whlehcver is greaser- 5 4.Q tncludc cxampleteci olvrntions insurance; t JC t>C GL;'dt.adl, t't C4Un11 V A$ t') t Ns (14v r (hail] w0 Y6FFOR IC, 411'tiS MODIFICA all NSrRtV I10M11 5.410 include contractual liability insurance covering CONTR4CTOR's indemnity obligations uratu�r paraphs Ci-I2, C,_ 15 aril C+ 31 ihoup,+jt �is3, 54,11 contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days prior written notice has been given to O V\T-R and CONTRACTOR and to each other additional instred identified in the Supplementary Conditions to whom a certificate of instuarice has been issued (and the certificates of imaemnce furnished by the CON IT AC TOR pursuatrt to paragraph 5.12 will so provide); 5.4.12, remain in effout at least until final puymcru and at all times thereafter when CONTRACTOR RACTOR may be correcting, removing or replacing defective W'orh in accordance with paragraph 13-12t and 1-4,13, with respect to completed operations insurance, and any insurance coverage written on a claims -made frosts, remain in ei1'ect for at least two yew after firul payment land CONTRACTOR shall furnish O1W.N*FR and each other additional insured identified in the Supplementary Conditions to whom . vxetifioate of insurance has been is%ued evidence satistactow to OW''v`RR and anv such additional tmurcd of eorwnuation of such insurance at fimil ptynnent and one year thereafter). C7fYNFR'.t I.iabilih' Insurance: 5.5 In addition to insurance required to be provided by CONTRACTOR under paragraph5A, 0\l'4'EIZ, at Oil N- fik's option, may purchase and maintain at OWN'Ms eypenss OWNER's own liability insurance as will protect OW NH R tWinst claims which may arise from operations under the Contract Documcnts Frojvrty Iasunwee: 1A l;nitm, othei wise--provided-in the, Sufipalemenmry Y`xtrxhttdnns. OW''IR-shall -purchase and -♦maintain property-iosurta ttpxam-£he lktaak-tot-the-sue-i "Jiot ot»N of the full-raplaewnxnt -cost tlureor- (subject- to such deductible- amtxants as May he prtwxled - M the Supplementary --Conditions or required by Lawsand %2 lotions) . -Thts msuranaa 4*11 1.-vnhlde the Interest:,... -NI' t)W14h'R, t t"a�.1=RrkCW-{'tsR;--._Sttbu+ntrtad,rs- #=,A.i,F•?#il4R: k�;t1#»fRi-t=cat,;ukaltts-atirl-ttuy-4nEhes--fxec>au rx entities idenulted intheSupplementary Conclinons, each of iiacxn is deemed to have rm awurobie interest and slxdl he -listed as-an-tosured orraddituma!-insured- 5.6,2. b, writtrnon, a Butkteva Risk "If] -risk," --or open -pc l--or-dial-once,;es-axf--1uu, aA(-,Y-fornr£ha£ shall at-leash-inv4ude-insurance-fA* phym. dal kc% or damage. -the Wtxk.,4emporare,huikim2s7-lalsework: toad-w€overin-trar�i£-aril-sharp-traure-u�atust at -{west the-fblkrwittg perils: - fire; - lightning, - extended