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HomeMy WebLinkAbout102511 LAFARGE NORTHERN INC - CONTRACT - BID - 7222 ASPHALT OVERLAY1 i 1 1 1 1 1 1 i 1 1 �I 1 City Of Fort Collins Purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Asphalt Overlay BID NO. 7222 Financial Services Purchasing Division 215 N. Mason St. 2n0 Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgo v. com/purchasing PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS SECTION 2500 QUANTITY ESTIMATE STREET FROM TO Bobcat Style Nlitliug 13" Bobcat Style Nlllllug- Add. Inch Thickness General %l'avahUll <100 cy Excavation- Muck Burrow <100 Ton Rock Wattle Crumb Rubber Wattle Adjust Valve Buz Adj. V-box e'/ Tyler 6860 Series, Item R6Y, Screw Type Adj. Riser Unin I S\' I SY-IN I C\' CY TON LF LF E\ EA S LEMAY AVE li HARNIONY RD I1ORSIi'I'00'I'11 RD I 1 1 25.00 2U.00 18.00 3.00 Arm, Sub Total I1,IIU 0.00 25.11(1 0.00 O.UU ILUO 21J,00 IS.IIII 3.OU BOARDWALK 130ARUWALC DR LANDINGS DR li HARMON#RD 20.UU 16.UU 0.00 0.00 0.00 0.00 0.00 20.00 0.00 16.00 0.00 I.IN )EN Sr JL'1'FEIt50N S"r VINE DIt 20.00 4.00 0.00 0,00 0.00 U.UU omo o.UO 20.U0 J.UU 0.00 WDRAKERD SCOLLEGE AVE MEADOWL 50.00 50.00 11Mo 0.00 O.UIJ 0.00 O.OU 0.00 50,00 50.00 11.00 0.00 WHEATON 1 WIIEATON DR S LEMAY AVE E HARSIONY RD IU.00 10.00 11.00 Arco Sub'ruwl 0.oc 0.110 U.00 O.UO Q00 IU.011 10.00 I LUO U.00 CONIFER CONIVrR SI' IN COLLEGE AVL' IN LEMAY AVE 20.00 20.00 HoU Amu Sub Total 0.00 QUU 0.00 ILINI 0.00 211.110 20.U0 14U0 O.UO HANIPSHIRE SQUARE VALLEY FORGE AVE S TAFT HILI. RI) HAMPSHIRE RD Ju 00 I0.0U 13.00 IIAMPSHIRE SQUARE VALLEY FORGE AVE VALLF.YFORGE AVE IU.UU IU.OU 7.U0 VALLEY FORGE AV1i(I'1:01.) IIANII'SIIIRE RD IIANIPSHIRE SQ 10.00 ILL00 2.U0 I' 11 1 r E 11016ET001 1t ROAD COLLEGE AVF Area Sub Tmxl TIMBERLINE RD 0.00 100.00 0.00 2UU.00 (1.00 0.00 0.00 25.00 0.00 50.00 30.00 60.00 30.00 S000 22.00 73.OU O.OU 3.OU Area Sub Tula) IU0.00 2UUAU O.W 25.OU SU.UO 6U.00 50.UU 33.U0 3.W PORTNVB PORTNER ROAD E "TRILBY RD NORTII END III.()() Arco Sublwal 0.00 O.UO QOU U.W O.UO 10.00 0.00 0.U0 0.00 LEXINGTON Sli FITIELD CIK F. & W VALLEY 17ORG17 AVE: SHITF'IELD CIR W WINDSOR COURT ICONSTITUTION AVE EAST HIND 10.01) WOODLANDI IZIEGLER RD Arco SubTwall INIESA VERDE ST 0.00 0.00 1 0.00 U.UU 0.00 10.00 IG.GII U.UU 0.00 0.00 GRAND TF.TON 11. YELLOWS I'ON17 CIR JORANDTFI'ON I'L FND Ara, Sub'1'ol:d 0.00 1 o.00 I o.00 o0o 0.00 10mo 0.00 000 O.UO Addendum 1 7222 Asphalt Overlay Page 6 of 11 I f I H�.s and Rl mil'i-ims 7 7� 4 am up m t —fis 5.&A GWif MHWFiSIG andeqUiPM ff� 4ORd fit tKO-S" vvri6*hy . nA ejuipiae4 have-beari NImMitnt FeC6 -eri4 d 5A5, be intiLhitdried ifi e !R19da wiv�-a etherwi� thi t n G.h-etkieFadd+iienal 7H OWNTER shall not be responsible for purchasing Lintakin'.' any property insurup& Lu protect the of CO; TRACTOP.R Subcontractors or others in FUR -requests - IL. i ' n-writi peL4i. es ........ Fie IllEXI)CUENERALCONDi TIONS19111-8 (b90 Edtidl t%l CITYCIF FOR F COLD NS MODIFICATIOM ILMV,1013W) 54 1 Waimep *R40ts -5.4- . . . . . . . 4T-FAR's Germtkants A the them; -for 1065 due t m; rrwquenIW71os.s-Lxtendn eaused­ ef, tom the ;kwk- b�- eFisirto out-fl""re-oF other-pefiL 7- by. ritesrites1.-55 r Few ons ta d "Km I I I I I I I I I I I I I I I 1-1 I I I I LJ I I I i I I I LI I I I I I ricovey-against:-w_ay-uEC>D;�IFi&'VGFOF�Sa�6entmcteis, l�l%tiii _ r� - hB-0�6125. Receipi antlAppGcationoflniStrrtace Proceeds. St12. Arty; insured loss under.the; policies of insurance Tequired by pamgiaphs56 and 5.7 Will bd adjusted with ,OWNNER and made payable. to OWNER as•fiductary.for the insureds. as. their interests` -may appear: 'subj;ivtAo, the .rzquirerteras of any at pliceble mortgage clause''and -of, paragrMph li3: 'OR .4mif dcpwit • a scparaie account airy money so received, and shalldistribute it iri accccdarrce ttiih such agreement as the paitics in interest .may reach: If no other special ageement is,reached the dimapd Work _shall be repaired orrcplaced, the .monrys_ui .received applied on account thereof and'the Work and the -can thereof covered by in appropriate :Changc.0idcr or Written Amendment. 5.13: OMNER as fiduciary shall have power to adjust and settle xny loss 4ith the insurers unless one of the 'panics in-iniucst shall objectin writirigwithin fifteen days after the occurmncc of loss OWI EFks exercise of -this power: If such objection he madc,OVVNFR as fidueiaiv shall hake settlement with the'Insurem in accordance with, such agccmeritas the parties :id imcrest may reach: If no. such agreement among the parties in interest is cached, OWNER -as fiduciary -shall adjust and settle the loss with the insurers an* if intern^ ",�-4,�.5';;.`-;R—adu6tttis el to ��tvnnse-otsdeh�lutie5: Acceprarice alFNnib and lrt_spmnce; Optiott.ro Replace: S,la. It e' 'nrilrcn r-nhrrn Arm) C)WNF.R' has any objection to the coverage afforded by or other provisions of the,Boti&or issurince required to be .purch.tseil and inairitained' 6y the 604—.party CONTRACTOR in accordance with Article 5 or the basis of non.mnformance with the Contrnet "Doeuritutts, the objeetutg-perty-siall-s ne fy�the-otherparty OWNER will tma1LCONTR\CCOR in writintt within ten fifteen days Partial Urili;ation-Praperrp lnsurrurce: 5.15: Il'.OWNER Grids it necessary to occupy or usc.a. portion or portions of the Work 'prior 6 'Sulrtnntial EJCDC OBNFA.iL CQ:WIIiODti IM13 1199r 606(nl. w/ CITY OF FORT COLLI NS MODIFICATIONS 1 KLl' d.^.opal Completion of all the: Work.;such use or be accompHhed•;in accordance with I cktrh3es.in. oopenage"neeessiitited thereby_ The irsun -providing the property insurance shall` conseiit endorsement on the policy or poutaes; WE the. propel insurance shall' not be cancelled''er p6rmitted to.Iapse ;account of any such partial use oroccupaney. )LL2T[CG[z' G-CUNTRACI'OR'ti RESPOTINSIULMES Stipenriiiort,ciid SuperinteriAencd• ,6A. CONTR.ACTOR shall supervise. inspect and direct the Work compe'tendv and efficiently. devoting. such attention .thereto and' applying suchskills and expertise as" may be necessary to pertbmr .the Vark in ,acconiince with the Contract Doctanents. cb,N I Rx-roR shall be solely responsiMc for ihe:mcans; methods,. techniques. 'sequences and .procedures of construction: lout CONTRACTOR shall rtot,be'respons1W For the negligence of others N the &-•sign or specification -of a specitie tearm method technlgde, sequence or procedure of crinstruction which In shown tir indicated in and ,..-.sly required by the Contract Documents. -('ONTRACFOR "shall 'be rispxirtciblc to•.sec that the cotnplcted'.Work complies accurately with the -Contract Documents. 63. CONTRACTOR shall keep on the Work at all times during its - prah3ress-..a competent resident superintendent,,wlw shall not be replaced•without written notice to OWNER' and LVGI' OR except under mraordinnry circurnstanccs. The superintendent will be CONTRACTOR's represrntative at the site and shall Piave authority to act on behalf, of CONTRACTOR All communications -to the supperintendent shill be as binding nn ifgiven to'40�7TR.\C.TOR Labor, 3lalraiala'ruin Equiliment. 63. CODITR4CTOR shall provide competent, suitably qualified persoruwl to survey, lay out and construct die" Work as rtquired by the Contract Documents: CONITRAC_'TOit shall at all times maintain gooddisciplineand order ut the site. Except. as otherwise required for the safety or protection of persons or the 'Work or property .at the site or adjacent, thereto. unit except its otherwise indicated in the Contract DmataienLs, all Work at the site shall be performed during .regular working houri and CONTRACTOR will hot, permit overture work or the performance of Work on Saturday, :Sunday or any Iegal h6iiday without OWNEles.written consent Oven "after prior written notice io FNGL\EFR CONTRACTOR shall submit reauestc to the E GLyER no, less than 48. hours in.advance of anv Work to be unformed on Saturday Sunday: Holidays or outside the Regular Working Flours.. I 6.4, Unless otherwise specified in, ,the' Gencml Rtcryiremrnts, CONTRACTOR -shall famish rmd.ttssume Cuff respornibilily Cor all materels equipment labor. trartSpoMgon• ot'stnlction equipment and machinery•, tools; applia ties Cuel`power light heaL`tclepl eras. water: sanitary (sciliries, temppcouraar}•' facdlti�s, rind' all. -other Cacilities .and uttiolemals'necessary dole lheftunishiiis, perfoanarece" Ti:sting s�trt up an J completi'on of tfie 1Vbrk 6.4,1. Plachasitie Restiiotims. CONTRACTOR must cumbly-with the -City's'purchasirg resttietions. A coov of the resolutions are: availablefor review offices of 'the- Purchasing arid.'Risk VanngemenC Division or the Citv Clerk's"office. 6A2. Cement Rcixfi hors:. City of Fort• Collire. Resolution.91-121 requires hat suppliers and producers of ccmcnt nr'prodtcts containing «mcnt toccrufv.that the cement •toes ngt made- in cemrnt kilns that• bum hazardous waste as a fuel; 6.i: All .materials "arid, equipmerit'-shall bey of good, quality and new, accept as';othcrwise provided :in the Contract Uocumenm. All .}verianties,_ and.. imriintek CONTR CTOR .shall furnish .;;misfaeiory evidence. (including• reports of required '• tests) its to .the kind rind quality of materials and equipment All material`s and. egmpmcnrshall he' applied;; installedmnnectexl, erected,, uud. cleaned, end conditioned in' accordance with insructions of the applicable Supplier, except as otlienvise provided in the Contract Documents Progress' Schedule' 6.6. (:ONTR•\CTOR shall adhere to the progress. schedule ckablished in accordance with. paragraph 2.9 is it may,beadjiisted from Lime to timz as provided below: 6,6,1, CONTRACTOR shall submit to ENGLNEER- for acceptance (to the extent indicated in lxuagraph" 9) proposed adjusunents in, the progress schcdtilu that tvi)I not change the Contract ..Times. (or ;u6lestones), Suchmdjustments will ccmform generally to flit proerass ti:hedyle then in effect :aid additionally will comply wttli any provisions. of the General Requiremems applicable thereto. 6.62Proposed adjustments in the progress schedule that will change the Conferee Tames (or. Milestones) shall be submitted in accordance with the requirements of mare 12.1- Such adjustments may only be mare by a Change Order ur Written Amendment in accordance with Article II 6.7. SuNtituteshnd,"Or•Eoryal" Items. •6,7el. Whenever an item of muterial or. cquipmeni is specified or desc:ribed'in the Contract Doctmtents by using the name of a propriciMV7 item or thi name of 3 particular Supplier, dic,spociffication ix description is intended to, establish .the type.. function 'and quality rLglured 'Unleti, the specification or description MUL:OE`ME Lc.•000tT10:111 191nN(IOUEML111 17 ev/ MY OF FORT COLUMMOU1FIcmoNNs ijtGVAR0]0f contain or'is followed W worda'r'eading that no like: equivalent or "or -equal; item or. no,subs`mition is permitted other items oC mitcihl,dt equipment. or material. Cv equipment of other.Suppfiers'.inay be accepted by ENGINEER under :the. Collrnvtr g circumstances. 6:7.1,1. Vr-Equdl." If.in ENGNMRs; sole. discretion an item -of matcrial or -equipment pwp�sed by .CONTRA(�,YOR.�is rtii orally equal to that-named'and suCfieiently sittiilar so that no change in related Work -will be required, iVm_ay - be considered by^ ENGINES& ws an, "or -equal" item: in which case revicty-arid approval of the proposed, item may;. in ENGNEER's- sole. 'diseretioN -be acconiplishud without compliance with- some tr ;ill of the requirrmcnts- for ms:renon an item or •matenai or equipment proposed by CONTRACTOR does not yuadfy as an"_itr equal" item under-suhparagrapfip.7.1.1, it Will be considered'a proposed substitute .item. CONRRa(CCUR. shell sul7mit sufficient antormation as', provided below ;to altoty FNGTNF.ER'to'dctermire that the item ofmatcriall ar equipment proposed is. kssentiall'yequivalent to that named''and an acceptable -substitute thenifor. The procedure for review by the ENGIi TER will include the following. as-s-upplemented in the General Requirements and as ENGINEER may decide is appropriate under the ;circurnstartc•es. Requcsts:for review of proposed substitute items of material or equipment will not be accepted by FNGFINF.F.R, 6om. anyone- other than CONTRACTOR If CONTFU\CTOR wishes to famish or use a substitute item of material or equipment; CONTRACTORshall Cost. make. written application to ENGINEER for acceptance thereof. ccrtdymg that the proposed:substitute will perform adequately the futctioits and achieve the results called for by- the general design; be similar in substance to that specified and be suited to the. same use as that speciftcd The application will state the cnem it' any: to which the evaluation and :acceptance of ,the: proposed substitute �ivill prejudice CONfRACTOR's .achievement of Substantial .Completion. Lin time: whether or not acceptance, of the substitute Car use in the Work will require it -change in any of the Convict Documents for im the provisions of any other direct contract, with OWNER Car work on the Project) to aLbpt the design to the prdposed substitute and whether or notincorporationor use of the substitute in connection with the Work is subject.to payment of any license fee or royalty. All banatiors of the propos d,substitulG lrom. that specified will be'idendfied' in the application and available maintenance., repair and replacenferit service; wall be, indicated - The application %J ll also contain an itemized estimate �of Al. costs or credits that will result 6ccily or indirectly from acceptance of such substitute including costs of redesio and claims of other contractors atTeted I I by ther resulting change. all of,which. will. be CONTRACTOR shall pertbrm not less. than 10" corriidered by LNGr��= in evaluating, the Nment'oFAhe Woric with its Own Cones (thaL'i& proposed subsfivute- ENGINEER I 'rally r uLr5 nNout without. subcontinctim& The 20 2;rccnt requirement CONLYRACTOR-6 lumia additi6nal data shall be understood to refer to the Work the value of d,ieproposed 'substi1ute_. which totals not less -than 20-percerit-ofthe Corrtract, 'Price 6.7.1.3. `0.V1R4MR'x, Expense:- AII.duta to be ,provided' by CONTRACTOR in sYpport.of j5:8.2:. Lf,-the-Supplementary,-,Gonditj'cfis..Bidd proposed `or<qual' or substititte. item, wdF be at 'D & ' ' i -.1octupit :.nt3. fre.quire—the 'identity. �of certain CONTRACTOR's- r_xpensc, Jubcbntmctcim 3 pli - u- other pers- OMor jargar. =it . ons (ificI=Ct1hS1bse rwho'gre to furnish the 6.7:2: Subsfitiiite Cwistnictidn -1141huds or principal" itctasdiCimaterivtl; oxequupment)- to, be Proceduivi: If a slx6ific,meiiris, method, technique, suhnnin.a,cl m.OWNEIZ in­advane�of-the-speeified w4juctice or proceduic -of construction is shown or deli -prior Effectivt,Datc of the Agreement for .. prior to the "in&Muid in -arid _expressly required . by the •c onanct acceptance by -OWNER and ENGINEHR-L4it" rkicum1cmet, CONTRACTOR mayfurnish! or pfilim'st skAWIM; substitute means. -meLhod. 'tc1que.- . 504oence: or, su�� _j —ondi OF&, ,&6ccdur,- of construction acceptable to. ENULNEP.R: QWNMs or 1UNGINEER's acceptance (6&r in co.N-rrRAcT0R,s6lI submitsufficient information to wriOng Or by - railing to make UTilLen,*ection thereto allow ENGINEER in HN(;1NFPR!s scilie discretion, to the date -indicated for liy acceptance or objection in ileternt e that the substitute sell is, ivaleni to Pr,'OPNY, the bijiling documents or the Contract Documen f. ts) o the[ expressly chlied for by ,y- the Qumffid.Docutinchts. PA F ih, procedure rbr r&i,4 Foy MGMER will be. � -sim - ------- - so ide Ote veked On the Oar t9 ffial pr oirided in subparagriph 01 . 0 91ti6a 46F di; Hi- whiah eaq- go 4RAG -Sha_ 5uhmi; an 6.73..EngareerJs Evaluation: FNGIN= will hL MOW pFed vQI-Ilie 'on allowed a reasonable time within which to'evaluate 7 , n the wst 7 d, ll each proposali or submittal.. madC._pursuant to -Al'it-5tibeon,Ghang&-Order paragraphs.6J.1.2and 6j:2. ENGM-E-Rivillbethe %vill be iyitl sale 64- of acceptability. N I" or, 0 111­er constitute a condition of the Contra the suK,mirum%vUor lbedLr,x�im5Lqliedoru.till,?I without use OF, the named.suhcommctqrs_,suppliers or.other ENG[NIHER's prior written acceptance which will be persons or organisation an the Work unless prior evidenced by either.a Change Order or an approved . written -avoroval is obtained from -OWNER and Shop Drawing. OWNER ran v require ENGINE M- No acceptance: by OWNER or CONTRACTOR to Furnish' at. CONTRACTbR's ENGINEER of any such, Subcontractor.. Supplier or expense a special performmi&- g"rahree �x other, nti other person or or&%ruon J1aU constitute a waiver . surety with,. respect to arty y . orequal* 6 r suhs6tutc. of .my right of OWNER or ENGINEER to reject ING U11M, R will record - time ,required by defective Work.- L-.NGL\MM and 0,1GINEERs' Conswtvaits in cwaluatmg substitutes proposed or submitted by 6.9. CONTRACTOR pursuant to paraqaphs, 6,7, t.2 iind 6.7:7 and in making changes - in the Contract 6.9. 1. c6N,,TRAcr0R shull be Ntly responsible to Documents.(ar in the provisions of any other direct OWNFR'aiad ENGUNEER for aU acts and omizions contract with OWNER For work on thePr6ject) of die Sulicontmerom, S4pplic_m and other persons occasioned thereby, Whether or not ENGINEER and organim- no-tis performing:or furnishing any of the iccepts.a substitute Jtern so proposed or submitted by -reimburse Work under a direct or indirizL contrict will[ CONTRACTOP, CONTRACTOR slizill CONTRACTOR just ;is CONTR_<7OR is OWNER for the charges or. ENGINMR and responsible for CONTRACTOR:s own acEs and DGQ\T-M's Consultants (6r evaluating, each such MISSIOM. Nothing in the Contract DoctimcnLi shall proposed s6bstinize item,' creatj For the benefit: of any such Stibcontnicton Supplier or other person or organization any .6.& Concemirkil, Subcontructurs, Suppliers and contractual relationship between OWNER or Others: _ EING13NEM and any such Subcontractor, Supplier or other person or cirganization., nor shall it create any 6-SA- CONTRACTOR shall nos employ MTV 01 iga tion. on the part of OWN ER or ENIG M- ER to 'Subcontractor,, Supplier or othe r person or Organization '_ pay or to see to diepa ent of any rriorp;ys do,: any (including those acceptable to OWNER rind _ym such ._SubCuntractor, ,Supplier or Other person or . ENGIN UR as medicated in'piaragniph 6 8.2). whether Organization me pt as may, other-,iise'lx required by initially or as a �ubstitutc;against whom OWNER or L and c_Y ..... OWZrHP or ELN'GINEER mav �aV LNGIN�M may have reasonaible objection. rvMssh Io saik-'=ct6r, supplier or other person CONTRACTORJiall not be rcquired to employ any or orOanization evidence of amounts paid to Subcontractor, Supplicror other Person or orgammuon CONTRACTOR in accordance with to lurnish or perform any of,die Work!auimnst whom CONTRACTOR'S "Applitationi forPavruenC. CONIC RACI"Op has reasonable olije6tion. EJODc QENM�L cri.NDITI.Orm; 191 U-3 (1999. Wlimj 13 All CITY OP TORT C-'OLLE,'4S.\IODu;ic.A-rIONS (TUHV4,71910) I I shall be solely. responsible, orrdinatirig the Work of i arid other perso u and or furnishing, any of the or iraLrect contract with 'RACTOIt shall ratltriie' till and such other, persons and or farruslun •anv of the 6.10. The divisions and seetioru of the Specilictitiors and theidentifications of any Dmwrrgs stall, riot control CONTRACTOR. - •ai tdiYidina dtc Work , among Subcom rnctors.or S*Uers,or tlelinenting the -Work to'be perti rnted by any specific trade, �6.11. Alf Work performed. fire C09rR cToR,by,;a Subcontractor or Supplier will be pursuant to an ape agreemeni "between CONf RACT.0R and the Subtvrdracttr or Sirpplter-whirl[ specifically binds the Subcontractor or Supplier to ,the apo.licable'terms and •mnditi-6m of due Contract Doetiments far ,the benefit of Parrdr Fees and Ropawes: 6.13. CONTRACTO_ R. shall pay all license fees and royalties and assume all costs incident to, the use in the pcflormartcc of the Work or the incorporation -in the Work of npy invcndon, design, prod product or device which is•the subject of patent rights.or copyrights held by others. If particular invention- desigt. process. product or device is specified in the Contract Documents for use in the Pertarmance of the Work and if to: the.actual knowledge of OWNER or,C IG[NEPA its use is.subject to patent rights or Cupyhg* bulling, icr-6: payment of any license fee or royalty to odters, the. existence of such rights shall be diw1osed by CMWER in the Contract• Documents. 'To the fullest extent permitted by Laws and Re6ulations, CONTRACTOR shall indemnify and hold harmless Otl `IM, 01*GL\TER, ENGINEE•R's Consultants and the officers„directors, employees,' agents aryl other con-sultanw of each imdanyof char from and against all claims, casts, losses ancldamages.arising out of ur.resultau; from any ailiirigetnent�oC patent rights or cooppyrights incident to the use. in the perftiimanot of the Wed l or resulting front the incorporation io the Work of any invention,' desist. process„ productor device not specified in the Contract Documents. 1; FJCDCOENFR--1L'cot DI'n ChJ"1410:0t 90 E64,11l aY C11Y OF FORT.COLLINS.%IODIftCA'ROVS %[V 4413001 P¢nriils 6.13.. Unliss.othe 'ise pprrovided.in.the Supplementary C)hdiiiong, CONTRACTOR shallobtai nand pay for all construction permits and licensrsOWNER shall asast cow, RACTM urhen necessary, in obtaining •srcfi permits -and .licenses: CONTRACTOI shall pay, all' governmental dittrgcs'anid,inspection, fees, necessary for the pioscv Uiori of'the Work; svhich are applicable -at the time or opnriirt of Bits:. or, if theri and no Bidson'ibc Effective Date of thz reamer L CONTRACTOR shall pay.all charges of utdily pwrters'ror connections to Work, nnd'OWNEI:-�s}iall pay all.r'liarges of such int otvrters for'. cipiud costs"Tclatcd dicieto such as "p inicstmt:nt Fees. 6.Uk .LawsandRegw_'/adurts 6 Idd.'CONTRAC"I'OR. shall give all notices :and comply -with all Laws and kc2datio6s applicable io furnisliirg-and perf6r mans a of,the lWork. E:ccepr ,where otha%vlu•:e.,i ressly' required 1y� applicable l.avis - and Rcgulations;: neither ,OWNER. :nor. kNOI IEER shall be responsible. for nton.. i_i a CONPRrC zrowi compltnncc with_ airy laws or 'Rcgulations. ' 6,14.2. If CONL TRACTOR_ performs any Work knowing or haling relation to know that it is:contrary to laws or Regulations, CONTRACTOR. shall bear all claims,, costs, tosses 'and damages caused by, arising out of or resulting therefrom-,'Qve6cr, it shall not be CONTRACTOR'S pri aiuy responsibility to make certain that the Specifications -and Ora, vings.are in accdrdanw* with' laws and Regulations; but this shall not relieve CONTRACTOR of Comr RACTOR's obligations under paragraph 3:3.2. Tasev 6.15. CONTILCCTORI shh11,pay all stiles- consumer. use and other similar taxes required to tx paid .by CONTRACTOR ui acconlance with the Laws and Regulations of the plan: of the Project •which are applicable duriria the perftvmmnce of the Worts 6.15.1. OWNER is exempt frien Colorado State and 'heal sales_jncuse Ltises on materials to be )krtgan nLl LmorgL* a!e,d'into Lhe jsoiec[. Said tuxes shall'. not fie irtcluck;din the Contract Price. AddrL,;st Colorado Dct rtmcnt of Rcvcnuc .State Capital ALMeC I I r� I I [1 11 I I 1 1,375:Slierman Street Denver:-Colomi(i 30361 Sales .ard Use Taxes • fdr 'the- State of 'Colorado. Reopnal 'Transportation District (RTD) and certain Colorado. counties are 'collectedby the State of. Coloridd-and are included in the:'Certification of Exemption All atmlicable'Snles ord-Use 'faxes firtcluilu»: §talc: collected tares); on anv':itcros other than consttuction and badinu materials oltvsically incorporated into the MT-1 ecr are to be id by CONTRAO'rM and are to included in aotxooriate bid items. U.se of Printires.• 6.16. dON P-%CTOR %half confine construction. equipmcrit-.the stocnse-of materials and equipment and the oop�erraations of workers: to the site .and 'land and areas drnufied iri and permitted bythe Contract DourmmL,s and other lard and areas permitted by Laiss drd Regulations. "righicof-way, ,permits and ,casemcars, oral .shall nor trremo'r bly!enctnit bar the pretaises with constniction equipment or 'other, materialsor equipment. CONTRACTOR shall assume lull- responsibility for any damage to any such land or area, or to tfie owner or ,occupant thereof or of arty adjm:crit land or ❑teas, resulting - from the performance of the;Work.:Should any claim be made IV .anyL such owner or occupant because ofthe pert'omrance, of. the Work, CON MACTOR shall promptly settle with such- other party by negotiation or otherwise resWve Elie claim by trbitraaon or other dispute resolution prcc coding 4 at law. CQ-rTPACTOIZ .,Ball, to the fullest extent permitted by Laws and' Regulations, indemnify and hold har less OWNER ENG[`T-11R Ni C NUERN Comultani and anyone directly or indirectly erriploycd by any of them Gom "mud dgautit all claans, costs losses and xLtmages arising out of or resulting from an chum or action; legal or equitable, brought by any' sudm owner or -occupnt against OWNER-'U NGLNEGR or any other party inckmnified hereunder to the extent caused by or based .upon CONTRACTOR's performance ot the.Work .6.17. During the progress of die Wort: CONTRACTOR %full keep the_premices Free from mcuinulations of,waste materials, .rubbish and other debris resulting front the Work At the Completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premism as well as all tools, appliances, construction equipment and machinery and surplus materials: CONTR.ACTURSJiall leave the site clean and ready for occupancy by OVWT-R at Substantial 'Completion of the Work. CONTRACTOR shall restore to ori- irol condition all property -not designated for alteration by the Contract Da•uments: 6A S. CONTMkC'TOR shall not load nor,pennit any part of any,stucttoe to bic loaded in any' manner.thdi. will endariiter the structure: nor shall CONTRACTOR subjeci any part of the Work or adjaccmL,property to :stresses or pressures that will cndanger it. .Record Oacv<nenty EJCDCUJ %-FR.tL CONUIRONs mil-3 (1'Jalj Etli[itnL u9 CITY OF; FORT COLLINS MODIFICA'RONS'IRL•Y 4P000 1 6a4. 'CONTRACTOR'slaill maintain in a safe place at he. site one record, copy of all Driving.,, Speci6Critions, Addcula,'Written Amendnicrrts. Change Orders Work Change Ducctive� Field Orders' and, written interpretations and ciarificaticins. (issued pursuant. to jiaragrapIt '4) bi: good. oiader mid � annotated, to shdny all, dtariges made during comtructiort These record .documents together- with all .approved Samples and a ,e6unterpart of -all' .approved Shop Dravivtgs will be 'available to ENGfNE•ER fur reference Upon completion of thevWork, and prior to release of final tiatmient these' rind documents., Samples and Shop Drawings will.be delivered to ENG UNEUR for OWNER.. Safety and Prmpcdon.• 620: CONTRACTOR shall be ,responsible for :initiating, mamtruning 'and supervising 'all: :lately precautions and programs. -in connection, wafi he�Woi"k. CONTRACTOR shall take all necessary precautons for thrsafety oG and shall provide the necessary protection to prgGer t damage. injury or losss to: o 2II i, all,persons out the Work°site 4 drip may be affcctcd.hy'Ihc Work; 6 20,2. al I the W rk grid marcrials a al-ipinent to be incorporated therein, whether id storage on or off the site', and 6.20.3, other prbpei•ry, at the site or adjacent thereto; .including team shrubs, lawns, walks., pavements. .randwayt structures utilities and Und:rntround F1 Iiticc not dcsighated for nimo'val, relocation or replacement in the cullrseofooristrucdon: CONrRAGr.0R skill iomply,with all•appli6blc Laws and Regulations of any,pubilic body, having juriuEction for safety of person. or property or to protect them, God &range, injury or foss, and sk ll erect a6d maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utilily owners when prosecution. ot, the Work may niTect them, and shall cooperate with them in thc�protection• removal, relocation and replacement br their. property. All damage; injure, or loss to any proper referred to to paragraphs 6•20,2or 6;20,3'caused, directly er indirectly, in whole or in part -by CO, ITRAC rOR, any Subcoritru tor, Supplier or army other person or organization directly or indirectly employed by any'of them to perform or furnish any of the Work or anyorie for whose acts any of them may be liable. stmll be remedial by OONTRACTOR (except damage or loss -attributable to the fault of Drawings or Specifications or to the.acts or omissions of OWIv'ERor INGIDIEER or Ni GMER's Consultant, or anytime employed by any of. thorn or anyone for whose acts any ot'thear may ;he liable, and'not attributable., directly or, indirectly; in whole Or in part tothe Nuilt or negli=_ence of COAR'RAC'LOk:or any. Subcontractor, Supplier or other perstinvr orynizttion directly or indirectly employed by any of deem). CON'f R.,ICTOR's duties and re'speirssibilities for the satety and protection of the Work shall continue until such time. 'act all the Worl, is completed obit h'NGINFER has issued a r notice to OWi`tt-R;nnd CONTRACTOR in accordance with -paragraph 14.13,tiat tie.Work is acceptable (c-ecept as otherwiseexpresssly 'provided in, conncction with 5ufistantial'Cumplation). 6.21_ Safety:Represzutadve: CoNUF \CTOR shall designate. a . •quabfied -and e:tpei•ienced safety' representative at the site whose duties tmd,resporuifidities shall be the prevention of accidcras and the matntauung and. supervising of safety 6retautions and Pru3+aMS Hazard ConuitunicationPrograins 622, CONTRACTOR shall be impossible" for arorrlinatang.amr. cxchangepf material saFetv.tata sheals.or. othef hazard communication information -required to. be. .made, available to or exchanged, between or among •cniplovers rat the site in accordance •with laws..or Regirlatiims, Fineigendies.. 6:231 In;emcrgencicsaffcetinethe.satety•or-proteedonof, persons or dic'Work or property at the sito'or'adjaornt thereto. CONCRACrQR" without special' instruction or nuthoriration.Crom OWNER or.ENGrN-EER. is obligated to act to, 'prevent 't reatened damage, injury or loss. COcVI'RACTOR shall. give ENGINEER prompt written :notice if CONTRACTOR believes that any significant changes :in the Wort; or variations from the Contract Dcicumunts have been. caused thereby. If ENGINEER dcienuiincs that a change in the Contract'pocuments is, required because of the action then by CONTRACTOR in resporM to-Wch an emergency, a Work Cltthnge Directive or Change Ord.:r will be issued to document. the consequences of such actioh .6.24. Shop Drawings andSamptq..• 6.24.1. CONTRACTOR' shall submit Shop Drawings to ENGINEER for review and approval in accordance with theaccepted schedule of Sholi Drawings and Sample submiaals (see par1vraph2.9), All submittals will be identified as LNUDIEER may require•nnd in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respectto quantities. dimensions. specified performance -,id ;resign criteria, materials and similar data to show ENGINEER the materials and equipment CO\t'f RA(,-roR proposes to provide- and to enable. NiTGRNEER to revtcw the information Cot the limited purposes required by para6moh636. CONTRACTOR.shall also submit.. Samples to. LNGENIMR.for review and approval .in. accordance with Said accepted schedule of Strop Drairings.;.uid Sample submittals, Each Sample will be idcrlified clearly as to material Supplier, pertinent data such as catalog ntmNn and the use for' wirier; intended and otherwise as ENGNEER may rcquia to crrable 'MGINEER toreview the submittal for the limited I,f �c:uc:ct�?Fse.tL CouUrnO�S'tvi�ttl.iiv?o eciGnii ar an -on toter cote vs atauu�tc.�'noivs pug acorNq purposes itgtiiied' by paragraph'6:26,- The'nuitilx'rs , of each Sampleto he. auhmited will.be to specified in tie. Specifications. 6.25.. S30"itral Procedures: 6:^_5r1. Before submitting each- Skup Dghwur or Sample; CON7RACTOR`shan hivedetennmed and ycrificd: 6.3511- all Geld m_easurenidits, quantities;. dimensions, .aper.�Ecd perComtance criteria, installation. requirements, materials, catalog riumbers and' sirtar information with _respect thereto, all.materials with.respect to intended use, faliiicaami 'shi ing, handling., Mragc, :assembly, ..=and, irotal ton pertaining to the performance of the Work;and 6.25-1.3. all information relative to 'CONI'R:a(:COR's-'wlc'rc'slroncibili[i�s in respeet .of means, .methods, techniques," sequencesand procedures of c'onsiruaionand'safcty precatttions :aifd pirogr "urns incident thereto. CONTRACTOR shalt also have. reviewed and coordinated each Shop Drawing or Sample with other Shop. Drawings and Samplcv and with the requirements of the Work and the. •Conanct Wcuments 6.25?. Each'submittal will bear a:stamp or:specific %wittenfindicationthat.CON 1WTOR has satisfied CONTRACTOR's pbligcltions under" the Contract '•Documents with respect to CONTR UOR's reviely and approval,of timtsubmittal. 6.2:3, At the time of each submission CONTRACTOR shall' give CNIGFNEER specific written notice of such variations, _if any, thatthe Shop Drawing or Sample'submitted tuay have. from the. requirements of the Contract Doewircnuk'such notice to be in.n written communication.separati.ftcm the submittal; nikL in addition; shall -cause- _a specific notation to be made on each Shop Drawing rind Sample submitted "to ENGRITER for review and approval of each such variatioiL 6_6, ENGINEER will review and and approve Shop D Drawings and Sumples in accordance with the schedule a[ Shop Drawings and Sample, submittals accepted by ENGINEER as required ,by paragraph 2 9. ENGUEER's review arced approval wtlbeonly to,determine-if the items covered by tfie submittals- wiI4 after installation. ar. -incorporation in the'Work . ourttorin to the information glven'in the Contract Documents and be compatible with the design concept of the completed f ejectas a 'functioning whole a5 'indicated by the CMtmll Documents ENGNEER's review and approval will not Ca to means, methods, techniques, sequences or procedures of construction . (except where a .particular .means, mcthod,' technique, sequence or procedure of I 1 I I 1 I� I 1 I construction is specifically and expressly catled,tor•by the Contrrict Docum'cnts).or to safety precautions:or programs incident thereto. The review and appioval,of'a_w to item as such wi-U not. indi&te.approval id the assembly in which, the item :functions: CONTRACTOR shall make corrections-required.by F:INGIilEEK acid shall return the required number of corrected copies of Shop Drawings and submit as required new,Samples for ravtew and.approvaf. CONTRACTOR shall direct specific atte lion in writing to revisivm- other lhim ttic. cormctiorucalled for by LNGMM'ari previous submittals. 6.2Z ENGINEER's review and approval of. Shop Drawing.orSamples:shall not relieve CONTRACTOR from responsibility for any vahation from the re(Iuirentents of the Cortract Documents unless CONTRACTOR hss in wriung called .'ENG[NEER's attention 'to each such vamition ai the' time. of iuHmissiori as required' by paragmph 6.25.3 and ENGNIEER has ,given written approval of each such variation by a specific wrihen .notation thereof incorporated in or accompanying the Shoo for complying 6.29;. Where,a Shop. Drawing •of- Sample, is rcquucd by the Contract Documents or the schele of Shop Drawing and, Sample sulrmisions accepted by FNGFNF.F.R as required by pamgmph29. any related Wort: performed juror to FNGINF.EWs review and approval of the pertinent submitml wilt be at the sole expense and responsibility of C:OMACTOR Cohimuing the Mork. 6.29. CONTRACTOR ,hall aim• on the Work and adhere to the progress schedule during all disputers or disagreements with OWNER, No Work shall be delayed or pobtpcned pending resolution of an); disputes or disagreements, excieTt as permitted by paragraph 15.5 or as OWNER -.and CONTRACTOR may otherwise agree an writing. :6.31L, CONTRACTOR'.s. General. iY'arrantp .snit Cuarantee: 630.1,170'47I2ACTOR warrants and guarantees to OWNER .�ANGNFER and EhrGLNEER's Consultants that all Work will be in accordance with the Contract 13ocunrents aml will not be dt(acrivr. CONTRAC rORS warranty and -guarantee herebrider cscludC3 defects or damagc caused by: 636.F.L abuse, modification or improper mavaertance or operation -by, persons other the. CONTRACTOR,,Sulxrontra ,-tors or Suppliers; or 63n.d.-'_. normal- wc'ar'�and tear under normal usage. -6.3(1.2. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contmct' Documents shall be absolute. None oC'die Cullowinc will c6nstimm an.ncceptance of Work -that is not in F.J000:OF.'VFR1L C'ONUIT[O; S i 9 i US_t t Y9(i &finical• ur ci ry or- FORT C'OLLI NS .CIOUIIdG4TfON31RtiV 1.^.fNlfip accordance with the Contract Doctim nts ora'retease of CONTRACTORs obtigntion.to•perforM. thc'Work• in accoidartt eyvith.the Contract'D6y amens:: 6.30.27:1', obscrvations!by ENGDJEER: 6.30.2.2. recummendalion'of any,prouress. or lif*'paymcnt by, ENGLVEER: C 30:I the usuancc of u ccrtificaie• of Su fimdal 'Completitm or- MY payttient. by ,O,WTIER,to CONMACTOR under the:Coi Ck c t Docuigants; 430:2.4. use•or c'ocupancy of the Work or any parttfi:reof by Of I ER; 6.30.2.5. any aceeptana5 by. OWNER or any faitum to do so: 630J.6 any revise and approval'of's Shop fhnyving;ur;Snniple'suhin iitaPitt: the'is"suence,of a noticc,ot.'.'h& p.ahilityby ENGINEMpursuaint to paragraph 1 JJ 3; 6345:iT any inspection, wad or approval by others; or, ' 630.2,S. any correction of:ek &J'n�e Wa- by O VINTHR. Indenmifrcdtfnn: 631. ',ro the fullest extent permitted bV taws. and Regulations, CONTRACTOR shall. indemmfy arid.'hold harmless .OWNM ENGMER [NGNZL•Rs Consultants and 'the officers, dircetors.-employccs.,agcnts and of consultants of each.and anv, of,thcm from andagainst dl claims, costs.; losses and damages (including, Ixn not limited tot all fees and charges of "engineers, architects, attorneys and other protes'sionals and all court or arbitmubn or other dispute resolution costs) caused by, arising out of or resulting from the perlormancc of the. Work, provided that any such'claim, Lost, loss or damage; (i) is attributable to bodily injury. sickness, disease or death,' or to ingury to or destruction of tMitible property (other than the Work itself), -Including the loss of use resulting therefrom. and (ii) is caused in whole or in put by any nrgligentact or omission of C614TRACTOR any Subcontractor,..iny Supplier. any person or organization directly or indirectly employed by any of them to perform or furnish any, of the Work or anyone for whose acts any of them may be liable; regardless of whether or not caused in part by any negligence or mission of a person or entity indemnified hereunder tit whether liability is% imposed upon such indemnified party bylaws and Regulations resrilles$ of the neeligericaof any suiti perm or entity', 6.3-2. In arty and. all claims against "OWNER or LNGNEER or any of their respective consultanLti, agents, officers, directors or employees by ariv.entployee.(or the run ivnr or,p erxmal- rcpra ntative of such employee_) of CONTRACTOR. any Subcontractor. any Supplier, any person or organirmori directly or indirectly employed by 17 11 .any of them to perform of fiitriiish any, of the Work or anyone for whose •nds':any of them --may be liable, the indemnification obligation under paratgaph6.31 shall not be limited in:arry way by Any limitation on the amouiif 6r type of dataages. coinp msaeion or�bmefits payiblc, by or for CON'TRaCTOR6ra4'4wh'Siu& ngactor,'Supplieror other person or organization under workers'"compensation a", disability benefit acts or other employee benetiitacts,. -&33 The _ indemnifteatipn obligations pf CONTRACTOR' under pantgaph 631 shall not a iend to the liability of 6i fGIYIN EER and'ENGMR's Curmrltstn"ts officers ,directorsemplo}ees or agenLi .c us;ed', by the proCesstonaCnegligptce.errors or am.wions of any of them., Srirviinl ,of.Obhgartonr ,634� AIL rcprescntatiores indiannibcationi; wartamiei, :and guarantees made in required by or given in.accordahce, �tviih th& Comma Doclimencti as well.:as all'.mntinuing oblinatians 'indicated in the 'Contract I Documents; will suiigve, final lxtyment;, comple ioni,antl acce(tmnce,of the Work and tenninatianor completion orthe agrcemeno ARTICLF 7, OTFIER'WOW Related I Fork at Site. 7.1. OWNER may perform, other wort: related to the Project at the.site ty O\WER's own forces, or let other direct contracts therefor which shall cN.1tain .General Conditions similar to these, or have other work performed by utility owners. If the fact thnr such other work is to he performed was not notedin the Contract Documuim then: written.notice thereof will be Riven to CONTIL\CTOR .prior to starting- any such other work and (6).CONTRACTOR may make a claim therefor as provided thArticles l I acid 13 ifCONTRACTOR'lielieves that such performance will involve additional' expense to CONTRACEOR.or requires additional time and the putties are unable to agree as idthe a scum. or extent theraif. 7:? CON'TR_.ACTOR shall afford each other contractor who is a. party to such a direa conimct and cacti utility owner (and OWNER. if OWNER isperforming the additional work with 0W\10es cmplcyers) proper and safe recess to the site and a reasonable opportunity for the ihtroduaion andsloragc of materials and equipment and the execution of such other work and skull ppnrc�nppeerly connect .and' coordinate the Wdd: with. theirs. Untess otherwise provident in the Contract Documents. CONTRACTOR shall do all cutting, littina, and pawhinr of the. Work thai niay be required_ Co makeits several parts come. together .properly and inteurate with such other work. COT -,:TRACTOR shalf not endarijer.any work of others by cutting.. excavating or otherwise altcrirs their work and. will imly cut or alter their work with the written consent of 'ENGINEER and the others whose work will. be infected. The duties and responsibilities of'CONTRAURM. under this paragaph are for the benefit of such utility awncrs and other contractnrs to the extent ihtt.there ate comparable IS MDCUEN'EAU. CONUITI014) 19HM(1996 Edtiail ui UTI-OF FORT COLLII NIQO11;1CA'ttONS(REV,li-OW) prov Lilon$. (pr the benefit of CONTRACTOR' in said direetcantmcts between OWNER and such,utilityowncis and other contractors, 73. If the proper executionor results of any pan of CONTRACTOR'S Work depends upon, work'. performed by others. under this Miele 7, CONTRACTOR shall inspect such. other work and promptly re to DiGINEER'in writing any delays; defecrs.er"deficiencies 'ork. _,CONTRACTOR's failure so to,'repoit wi11' trnaitute an. neeepmnce;of'such: other', ork as..6t and over fur "integration with C_'ONTRACTOR's Work cog forlatent-or noriapparent•defegts and,611ciencies:. .Goori£nadon: 7A. 1`f..OWNFR. contracts with others for' the _ perCormani:e, of other work'.on the Project at the site, � 1he :following will be set forth in Suppleioentnry•,Conditions: 74. C. the person,; dnn,orcorpiiradun who,ivill have authority' and responsibility for 'coordinaiion of;the twtivtttc..;among the various, primc'contractors will, he idcmified_ 7.4.2. the specific, mattersto be `covered by such authority and responsibilitydvill be itemized; and 7:4:3: the extent of such' authority and msponsittilitics. will he,providcd. Unless. othcnviie- ftrovi&d in; the Supplementary' Conditions, CAVWR shalt havesolo- authority and responsibility in respect of such coordination. ARTICLE;8—OWNNER'S RFSPOtINMLIATL S: 8.1'. Except as, otherwise provided in these General Conditions, OWNFR Stahl. tcsue,all commuriications to CONTRACTOR through GNGITJEIR. 8?. In case of termination of the employment of RNIGMER, 0WN7R shall appoint an engineer against whtim-CO�1Tk.4FTOLa-ma6eea=uu-rcasmmblc-abject ion: whose stiitus tinder the Contract Documerits shall be that of the former L-N'GINEER 83. 06WER shall famish the data required of OWNER' under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as prov ided in panigraPha 14.4 and 14.13. SA: OtWER's duties, in -respect of providirtg lands and easements and providing cnyvrccrin_ survey's to establish reference points are settforth in pamgniphs'V.I and 4:9. .Paragraph 4:2refers: to OWNER's identifying and making available to CON'rR.ACTOR copies a€ reports of explorations and (csis uNubstuface conditions at the site and drawings of physical conditions in existing I I 1 I strictures ator contiguous to,the site that have been utili try-Emm 7EIIZ atpreparingthiC_orim ci Dccumertts,� tort}iiirperegrepkts-5-S•thrtwnft'_�-4,(t;. - - 8:6. OWNER -is obligated to execute'Change Ordersus indicated'in paagaphi 10:4: S-7. '04VNLR's resportdbibty ii respect .oP cert_t_n' irspectioirs, - tests .and' approvals- is sel' :forth in paragraph 13A.. 8_$_ Inconn ctionwithOvWi ER's.right tostopWork.or suspendW:xk, aces Izttagtaphs I:3aU. and �lpt_ ParwaphIS.ZNE ,deals with OWR's right. to`termutate :services of CONCR.4CCOR'tutckrreitaiitcRcumswues. .19a The OWNER shall not sup erase, director have control .or authority over: nor. 6e. responsible CnNTRACI'.OR's:mermsa-ethods, techniques,. se*umbt s �or proccddms of construction. or.tie.-safety precautions and programs -incident. thereto' •or for .pny failure - of CON-rRACrbR to comply with I.1vys and.Regulations applicable tn.the himishing or-perfomence"of the Work. OWNER' will not bt responsibic for CONI'RACTOR's failureto,pertonn or furmsh.the Work in accordance with l eContractDocuments. Rftdioaea mad-e:­teveRk4-eHl rsi(r-is setavrtlr in tern. ahL_-o- 8 hats arrangeintnts-have-bezrr-suede-to�satisly-011�c IGR's. rzspvnsibilily-in=respect• ttareof-vvi Ii-be-asset-forth-'vi-else: SuppleiuettteiwConditA»u AR'CTbX'' 9-FNCUNTER'1; :STATUS DLTkNI G. CONSTRUCTION, OIVVER'r Represent6tivi: 9.1, ENG[N-EER will be OWNER's representative during the, construction period: The duties and .responsibilities. and ,thelimitations of authority of EIGWEER. as OWNER's representative during. construction are set forth inAhe Contract Dec:umestts and shall not be extended without written cortsem of OWNER_ and E• N7liN`EER. I'bib to Site:. 74:. ENGGJEER will make. visitsdo the site,ai intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as sirs e,\pericriced and qualified design professional the progress PJCUC GE'N'FRAI. C'ONDITLOKs t'l I il$ (ll�! &tititni. WO r-YOP PORT COLLI NS MODIFICATIONS 1 KLV -lrfAlal that ias.been ni..* and the quality ofthe'vafious aspects of CONCRACTOR's eiewwd Work. Based on inrormationobtiincd"during such visits and observations: INGNEER will endeavor for ilia -benefit -,of O«?T-R to .determine_ in general. if the, Work is proceeding in -accordance with -_,.tom , Contract.Dooumenik EN,GfNEER wilt not:be required.�h to make eairstive or crattimiuuv uri :site itspectibristo:check:the",yttality or quantity of the. Work;. ENGMER's. eff6rts will be -direeced toward Fuuvidirq for'OWNER a greater de<eree df corr6dencediit the completed Work will cgnfarm . gei _i .Hy 'to the Contract Du'arnertts. On the basis of;surh visits"anrl on - site oiiseKtitions, ENGIINEFR, will -keep, OWNER mfomted of the progress of the".Work and will endeavor to guard'MINER'agamstGefacrve Work, ENIGINEER's. visits and on -site olneryations arc subject to -all the limitations on ENGINEERS'mitmrily -arsd responsibility; set forthin paragraph 9.13, and particularly, but without .limitation during or as a 1resati of ENGINEER's on -site visits or observations 'of CONTRACWR's Work ENGINEER will not supervise, 'diimt, control or have ,authority` over "ar •lie .responsible for GON'fRACTOR's means, methods, teelmiqucs, sequences,r lirwedures.of .00nsmrcttotn or die sal-ety' precautiorm :and. programs incident thereto, or for any'failureof CONTRACTOR to comply with laws and Regulations applicable to'. the f wishing"or perfcmmnce of the Work. Project Representa6vc 9:3.. If OWNER and ENGINEER agree, ENGINF.ER will ,furnish a Rcsidcrit .f'mject' RtTir•stmtative, to assist ENGDIEER in, providing more continuous observationof the Work. The' r spauibilities, and .authority and limitations thereon of any such.- Resident project Representative and assistants will Ix ns. provide! .in psimgmplts9,3 and 9..13 noel—in—tH�-�Spkwxntitq Conditions•of'these General Conditions. If OWNUZ desigmatesanother' representative or agent to represent OWNER at the sit, who is not ENGINEER's Consultant, agent or employee, the respbnsibibties and authority and limitations. thereon of such other person will be as provided in idea npp4anentterte}ilnnr tiaraM,Ph_`.3 of these General Corniitions If the ON10 MER furnishes a_Resident project Representative R)_o_rdier asssistan or if the OWNER desiiimaws a Representative or agent- all asprovidedin !xm eraph 9.3 of the General Conditions; those Re . esenurtives shill have the authority hoist limilit[ioris as provided in p_rj!gmoh 9.13 of the General Conditions and shall lie subiactto the followine: err 3 I The R1T resentsye's dcalinits in matter3 pertairurrg to the on -site work will in ixnerad be with the S,10 NEER and CONTRACTOR But. the Re esentative .will 'keep. the OWNER. MWdy advised about such -matters. 'The :R�esettatives .clealiiti� with sub6ontractors will only be Lhrmfh or with the Cull know_lelee and approval, of the COo\rfRmabs- 932Dutie and Responsibilities "Rcoresenurtiv, will: 93'.I.Sche6les - kmriew .die nro,?ress 19 M = M M M SECTION 2500 QUANTITY ESTIMATE S'I'12lily 1' KItU61 'I'O Adj. & Replace "Pop Section V- Lux Tyler 6850 , F-1" V-box extentiml (part only) "Tyler 6s60, 16" V-box 'fop Section w/o Lid (part only) Tyler GSGU, 26" \ -Uox "I'up Section w/o Lid (part only) I'01a1 Valve Box Replaccincol Adjust Sid. NI11 24" Adjust Special Mill > 24" Adjust MII Ring w/Locks <24" 53" - Adjust M1111 Icing w/Luck <24" >3" - Unila EA EA EA EA EA EA EA E.A EA S LL'MAY AVE E HARNIONY RD IIORSEI'00'1'11 RD 2.00 2.00 4.00 4.00 •1 Area Sub Tu .1 0.00 2.00 0.00 0.00 2.00 4.00 0.00 4.00 0.00.00 130ARDWALK DR LANDINGS DR E IIARNIONY RD 11.00 ILUO 1 Area Sub Total 0.00 0.00 0.00 0.00 0.00 11.00 0.00 0.00 IIAIF LINDI?N ST JEERSON ST FF VINE DR 5.0U 4.20 TDRAKF Area Sub Twal S.UO 0.00 0.00 0 0.00 0.00 4.UU LLU0 UAO W DRAKI3 RD SCOLLGGIi AVE MBADO\\'LARK AVE 13.011 9.00 WHEATO� 1 Arca Sub Twal 0.00 U.00 U.00 U.UO OAU 13.U0 9.U0 O.OU 0 00 WHEAT'GN DRSLWAY AVE 1: 1IARMONY RD 13.00 CONIFER Area Sub'I'wnl O.OU 0.00 0.00 LL00 0.00 IJ.OU 0.00 400 0.00 CONIFER S'I' IN COLLEGE AVE IN LEMAY AVE 18.00 Area Sub Total 0.(10 0.00 0.011 Qf10 U.00 I8.00 O.UO O ou 0.0 VALLEY PORGH AVE TAPT HILL RD HAMPSITIRE RD 3.00 IIANIPSIIIRE SQIJARE VALLEY FORGE AVE VALI.EYEORGL' AVE 3.00 VALLEY POROE AVE(I'170L) IIAMPSHIRI? RD HAMPSI TIRE SQ 4.00 HORSETOOTH ROAD Area Sub TomA 0.00 Q00 0.00 0.00 0,00 boon o.00 000 U.11(1 E li(7RS1?'I'00'i'I I ROAD COLLECTIi AVE ITIMBERLINE RD I Up(1 1 0.00 1 5.00 1 3.00 2.00 1 7.00 8.00 7 7.00 1 Area Sub Twat 0.00 0.00 5.UU 3.00 200 7.00 8.00 7.00 0.00 I'Ok i'NL'R ROAD E'f RII.BY RD NOR ['II END 1.00 1 Area Sub Tutul O.OU Q00 U.UU 0.00 0.o0 Imo U.UU 0.00 0.00 Stl1i]'I'IELD CIR I! K W JVAIA.HY FORGE AVE SIH:FI:WLDCIR \V 3.00 WINDSOR COURT CONST11 U'I'ION AVE EAST CND 4.00 WOODLANDONLY) Area Sub"rwal 0.00 o.UU 0.00 0.00 0.00 7.00 0.00 0.00 O.UU GRAND 'I EI.ON H- lZIIiGLFR HD MESA VERDE ST YELLOWSTONE CIIt GRAND TTs'I'ON PI, END Area Sub'I'olal om 0.00 0.00 0.00 0.00 0.00 0.00 0.00 V.bb Addendum 1 Page 7 of 11 7222 Asphalt Overlay 19 .ch dulc .and' other schedules premed'bv -the CONTRACTOR .and 'consult tv h 'the NGLN'EER'cunccmuig acceptability. 9.3.2.2. •Coriferences_and-..mectnia - :Aitcnd me drii with the- CONTRACTOR 'such- as Tnstruction• confererttrs,_protsess meetings other-.iob conferences. and prepare, and circulate copies of minutes of me<tines: 93.23_ Lia&n 9.3.2.31_ ..Serve. as_ NNGINEER'S liaison with, CONTRACTOR: worlanc oririaimUy throGgh CONTR:ACfOR'S-supenntemdent t6 .assist the CONTRACTOR -in understanding 'am Contract Documents. . 9.3.23.2. Assist inobtakine kom,OWNER additiotul - details .dr. information . when reoiiirc%L for proper'execution of the Work. 9_3i2.33. :Advise .the- ENGINEER .and, CONTRACTOR of the- commencement of any AV6& requiring . a Shop:.Dnwini • or •..Imptc submission if the "submission has not lxxn approved by the FtiGINEER_ 9j:4 eviaiv.o 1V"arl:•_ ectigq_gtiDefective lVvrk, lrgk:ctions and Tests -. 9.3.2.4.1. Conduct per-iitc of sLT ations of the tWork'in nmerns to assist the ENG WEER in_detrnnguru that the Work is pro«cd_i in accordarti:e with the Contract:Documents. 9.3.2.4.3. Accompaany visitirtg__mspcctors reoresentimp public or other aecncieshaving juris4gionrovcr the Pro Craord tht results of these inmections and rcWrt t�o the ENGAtEEIL 9.32.5. Inter etetatiim or Commut Documents.. Repurt. to. ENGLNEERwhm clarifrc-ilioris.riitdinternietations of the -Contract Documents are needed' and transmit. to 'CONTRUCTOR clarification. and intcrorcia6on of the Contract Documents its' issued by the EN"GL%4 EER 9.3.2b. NdodiLatiorm Consider and evniumc• CONTRACTOR'S sttcgecpons, for E1CGCGEN15LU.CONDi n0' :191p-8109IE66wI ire(I YOF.FGIL'F COLLMN %l0DI1;ICATIONS(REV V20(0) modification in-Dtawims-or Specifications and reoon.'diese recommemlations_ to. ENGINEER. Accivatelv- transmit. _to to .CONTRACTOR decisions issued by the EN-G MER. 9:323 Records:. Q ;LSS._kw.tg, 9:3:18 L, Furnish. n1GGv-EER L,erjodic report& as reouirtq of the odizs of the Work and -of ' the CONTRACTORS gVgg%cs_iyit2t tfte progress sehedu(.encl schedule of .shop Drawing- .anJ sample submittals: �3:2,��_, Copt t wi C�IGut Nance of schedulitm ma7pr: testy instxcltom or startof im roMant pimes of d Worn 9.32.8,3: Draft proposed Cti:ume Orders and Work_Dvecuyc Change oNainine txukup_material from the CON'CR.ACI'OR and recommend fib Ei MNEER Change Orders:Work Directive C"hargcs and Geld orders. 9:32.8.4. Repurl immediately to E-iiGDTEER and OWNER'^the occurrcnw of .imyaccident 9.3 2.9. PavmentRequesis. R6iew. apolieauons for- ns micnt with CON'CRACCOR for mniyiiance with the .established pfoccaurc. for their submission and forward with recommendation to I I I I I ENGINEER. notina particularly die relationship of regti rYineits of the Contract Docurnents (in the fortis of the' amyment requested to the schedule of values 'Drawings m otherwise) ,is �ENGfNC R.may determine Work 'completed and materials and eauioment necessary.which shall be consistent with the intent of and delivered at the si(c but not `incorporated in the reasurtably"inferable from the Contract DuLumenis Such' •Wo& written clarifications and mterpretatiuns will be bmdini- on OWNER and CONTRACTOR- le OWNER or 9:3zlo1 'Cum ctic CONTRACTOR'believesthat -a written clarification or ' interpretation justifies an adjustment in'.tha'Ccntract.Price Before ISIGINEER issues a or the Contract Times and the parties are citable to aercc Certificate of Substantial Compleuort: submit io, the amount or astrnt therCOL if an W ONER or Io,CONITRACTOR a list of observed items' 1CON7RACTOR may make';a Written claim, therefor as fCquiti aa,correctionor completion; provided -in AVtiac•IT or Article l'_',. 9.3.^'10.3. Conductr$iml inspcction in the Adtho4-4td4larintions in Work: company of:theFNGINEER:'OWNER and CONTRACTOR and'. rae(rare a+final ' fist. of 9 S. ENGINEER may' agm thortre' olar Variations at items to be corrected or completed: ,tie \Nock, .from the requirements of the Contnict 'Documents Whirler do, noc.'involve anad' ustmcnr.in the 9.3.110.3- Observe that all' items on the .Contract Price or the Contract Times and'.are compatible final list have-lxencorrected orcompleted and With .the design conccpt'ofihc completed Projca as a make -recommendations . • to EN0LNEER functi6hing ' whole cisindicatcd by, the ' Contract concerning acceptance. ;Daiti_iments. 'these may ie,accomplisheil,byA Field Order. and will be binding run. OIVNEP and also .on 93 3: Limitation of Authority: 'Mi' Representative •shall CONTRACTOR who shall. rertorm ,the tV irk• involved MU -- - proiaiptlyr If OWYhR or COYFRACT.OR'bdievcs that a Field Order justi fics'an adjustment imticContract PHLc -or _9.13:1 _ Authorise any deviations from the the Corarn2t Times and tfte parties arc unable.tri agree as .Conyact -Documents- or accept any substitum to the amount or extent thereof;, OIVNFR or kL miite s-ggmmgrit, ufness'l�ith DA tiv the CONTRr.1CTOR may make a written claim. therefor as -g GLNFF.R provided in Article 11 or 12. 9.3.32.. E.rceed Iimitatiitnsof ENGINFEWS Rejecting Defectrr•e Mork, authoriry as set forth in the Canner Documents.: ' 9.3 3.3. Undatake anv of the resporsibihtics :976; FNIGINFER will have authority. to disapprovcor ,of the CONTR•\CTOR Subcon- a, tors. or reject Work which FNGINF. fisheyes to be defective, C�vIR1 [Q2' sag Te nlztLdgpS. orjhm ENGLNEFRhe] ieves will not pnxbce a completed '.li"'uject that conforms to the Comact Documents or. that -of 9.3 3.S Advise art or issue d"u6;6ars vela — to or asstrme control aver any aspect o[' the will prejudice thi tntegriry of the designconcept the completed project u a functioning, wholeas1ndicated by ' mntis, methods techni nsr seguemcs .or the Contract Documents. ENGINEER will also lave pSa_edures. for construgi unless such is authority to require special -inspection' oi' tilag of the spet:ifieally called for in the Contract Documents. \Vork as Mvided in piaramaph.13.9„ whether ar na the Wpd; is fabricaticl, instated or completed. 9.3-3.5. Advise on or issue directions ' rW "Icing_ -or assume wnyof over slfety. Shnp Drawings, Ctiange Orders and Payments: precautitmsand progr, ins in'ctmnections with the Work- 9.7. In cormection with ENGMER's auihority as to Shop Drawings and Samples see paragraphs 6.4 through 9.1:1.5. Accept Shop_Dim inu_or samp e, S?S dtclusive. 1 submitraL% Cram anvone other than- the - CONTRAC-TOR 9:S. In conriection witi'GNGDMERs'authority as to Change Orders. ser Articles lO, i 1, and 11. 9.3:3.7: t\uthorize O\\rNER' to oc:cutri- .she Rtork in whole or in part: 9.9. In connection with FNGLNFEI2's authority' as lu' ' Applications for Payment. see Article- IJ.. 9.3.3.8. ParticiDatt_in specializid field, dr Laboratory tests or inspections conducted b'v others Derrriidnationsor Uiril.Priem': ercepl. authorized by the ENGINEER c?:10..-.bNOLNEER will &temttne die actual,quantitim ' and classifications of -Unit Price ftrk-'performed by Chiiificatronrand(nrertrreratirins:' Cl7NTR\GTOR: EivGLNEER will review with cawk--\CCOR the '6N.GINMHR!s preliminary• 9 A. ENGR'EER will issue with reasonable promptness rnm dcteratiuns on such matters before rendering a written such ti•rincn• elanticatans in(erpretatore of the decision thereon (bc recommendation of an Aliplication lirC'UC (i61'LiR,1L Cvh'UIT[Oivy IIIU-3 (yap Eltitiwi) ; I tair CI-IY Of FORT CY)LLI45 \IOUIIIi:dTf0�51RLV JCCu101 I eorPayment or otherwise), ENGIINTEHR's written decision •thereon twill. be final and binding- upon QWNER and CONTRACTOR unless, within ten days.after thedate of :any such decision. either OtVNFlt or CONTRACTOR •delivers to the older and to ENGINEER written,nott.cc of ititerition to appeal, frotn,ENGINEER's decision and:- () an :appeal from,ENGINEER's tlecisiun is taken wihhm the time limits and in accordance with the procedures set'forth in Exhibit GC -A, 'Dispute, Resolution Agreement , entered into between OWNER and ()0NTRaC•T0R' pursuaor to Article 16, or (i) if no suite Dispute Resolution A&eement ,leas been entered unto; a formal,prooeeding is irutituted by ,the appealin party in w arum,nfcompetentlurisdiction.to e.X=usn such rights or rcmcdim'as the appeaimg party-m5y have with respect_ to iWGINHFR's decision• 'diiless otherwise agreed to µritatg by OWNER and CONIR:4CTOR Such appeal will.not'beaubject to the proceduires of "paragraph 9.11. Decisions an Disputer •9:11. ENGINEFR. wv it be the initial 'interpreter of the requ remems of L eContract Dc cements and judge cif the aeceprahilitw of the Wark thereunder 4 Iaims, disputes and other matters relating to the acceptability of the Work or the ititerprztation• -of the requirements of the CoIatmet gocuments p«crining to the performance and fur- ishin- of the Work and'claims under Articles I I-an&I'2 in rerpect.of changes in the Contract Price or Contmct Times will be re re initially to FNGItNEF.R in writing with a request for a. formal' decision in accordance with this paragraph. Written rxitice of each such claim, dispute or other maticr will be. delivered by the claimant to E IGII PEER and the other party to the Agi-cenirnt promptly (but in no event later than thirty drys) after the stain of the occurrence or event giving rise thereto, and written supporting data will bc-submitted to F.NGINEF,R and the other party within sixty days after the start of such occurrence or event unless IIdGEN=-R allows an additi mi+l period of time for the submission of additional or more accurate data in. support of such claim, dispute or other matter, The opposing party shall submit any response to.GNGIN6ER and the claimant within thirty days after receipt of the claimants last ,submittal (unless.!F.NGiNF,'ER allows additional time). EN GINEER will renders formal des. sign n'ivrit rig wi tun thirty days ,atier receipt of the opposing party's submittal, if any. in "accordance with this paragraph. ENGRdEER's written decision on such claim, dispute or other matter will be final arced binding upon OWNER and CONTRACTOR unless-. (i) an appeal from ENGfNEER'sdecision is taken within the time 'limits and in accondnce with the procedures .set forth in EXHIBIT'GC4: "Dispute Resolution.Agreemenr, entered into between O WNER tmd CONTRACTOR pursuant to Article16, or (ii) if no such Dispute Resolution Agreement hasbeen entered into, a written notice of intention to appeal. from CNGI' LI=Rs written decision is delivered by PWNER. or CONTRACTOR to the other and to ENGLNl CM within luily days rifler the date of such decision and aformal protxctling cs itstitutnl by the appealing piny m-a forum of competent jurisdiction to exercise such rights or remedies .m,thc appealing party, may Ieivewith re.tect to such clan»; dispute or other matter in accordance with applicublc laws -andRegulations within suety days of the dare of such EICUC C;ENEFt:U.'CONOITt i?�1151n.�t (IyNe EJiriml• -- 0CITY OF FOIUr COLLINS-MODa7CXt10NS t,REV4C090) decisiaiir,;urJiss otherwise agreed in writing by OWNER and CONT RACTOR I?: When �functioning as inteipieter and iu_dgc under. ' - rapl4.0 9.10 aid 9.11, ENGINEER will not .show partiality to,bw, RR or CONTRACft7R-and will not be liable in comtcction with any interpretation or,decision tendered in good raith in such capacity. The rendering of a:decision'by. ENG MER ptrrsuanl to parauraphs 9.11) or 9:l 1 with. respect to any such claim..d sputc or other. .matter (zrcYpt any which have been waived by the making :or acceptance of final payment ,as provided, ;in pnragtaph j4.l'5) trill fie a condtuori. Precedent -to any CXacise by OWNERior CONTRACTM6f such r'ights:or remedies as either may.otherwise have underthe Contract ,Doeianents or by Layvs,er'Regulatiotm'in rz-spect of any such claim; dispute ur other.matter-pursaanF-te-r\ttiu". .9.13. Limitations -on &V61NEER's.Authorip 'unit Reip"ge;ihilitier.• .. . 913I. Neither ENGINE,ER's nuthcrity on made by ENGINEER in goal faith either to exercise ,at not,cntercm such auihiirity or r-qx m bility'or the undertA,uk , exercise onpzrforniana- of any authority or responsibility by'.FNGWEER:shrill.create, impase. 6r give rise: to any duty olverl by ENGI.=1 . to CONTRACTOR, any Subcornractor, any Supplier, any other person or organ=tion; or to any surety for or,employce or agent of any of their, v 13?. EVi GINFER will not supervise, direct, control or have authority over or be'tcsponsiblc for CONTRr\CTOR's means. methods. techniques sequences or, procedures of construction. air the safety precautions and programs incident thereto: or for any torture of CONTRACTOR to comply with Uws and Regulations applicable to the furnishing or performance of the Wort. ENGEJiER will not be responsible for CONTRACTOR's failure to,perfarirt or furnish the Work in accordance with the Contract Documents. 9.133. ENIGINMER will not be responsible for the acts or omissions of CONITL•\CTOR or of any Subcontractor, any Supplier; or of any other pasonor urganiaaticn performing or furnishing any of the Word;. 9.13.4. ENGUY R's review of the Ctilal.Appficatiurt far Payment and accompanying'documentaliun and all maintenance and operating instructions, schedules. -guaruntees. Bonds aril certificates ofirspection, tests and approvals and other documentagon reyuued to be rbliverttl by pumgripk 14.13 will Drily., be to letmn nz gzncrally that their•content.complies with the rc i remenis of and tit the use of artib tint of �utspzctiorts tests arid' approvals t}iat the iestrlls certiUd; .indicate' compliance with the Contract bocumcnts. 08-5, The limimnons upon authority and f P I I lI I 17 I I 11 1 I re"mibility;se Nrth'.in this parb&pi 933:sliall Also apply to�ENGINEMts,Consultiws,,Residcnt'ProjecC Represetitalivo and assistants: ,URTItLEIG=ULVNGESJINTRENVORK 10.1. Without irnalidetuutt�� 1hic Agreement and without 'notice to any surety.'O%VNER'mev.'at any time ar,from, lime to lime. order additions, dele'tio.rns or revisions in tha Wort: .Such additions:, deletions or revisiorts.•will he. authorized by a Written AmrndmatC a Change Order, or a Work Change Directive_ . Upon receipt of any sirch' document, .CONTRACTORshall promptly Erdcecd vmh the Work involved which will be Perlonned under the applicable. conditions of the Gorttzact Dacumerits (c�cccpt as IXherwise specifically provided). 10:2. If OWLrMR and CONTRACTOR- arc unablc to agree. as .to. the extent. if any, of an- adjustmem in the. Contract Price or an adjusunchtof the Conawt Timcs'rhao should be idlowed,as a result of a Mork Charge Directive, a daim may be made. therefor agprovided'in Article I I or Article 12; 16.3. CONTI ACTOR.shall not be enudcd to an increase in die Contract Price oran,ertension of the'Contmct'Finies with respect to any Work perfomied;that'is niit required by m the Contract Docuenm as amended, modified' and supplemented as provided in paragraphs a':5 and 3,6, except in the case of an emergency as provided in pamoph 6:23 or in the case of uncovcring Work u provided in paragraph 13.9. 10.4. OWNER and CONTMACTOR 'shall c�weute appropriate Change Orders recommended by.ErNGLNEER (or Writlen.Amendments) covering: 10.4,1. changes in the Work which are (i) ordered by OIVi tER pursuant to paragraph 10A, (ii) required because of pcceptmtce of cdrfzctive Work under pamgroph' 13.13 or xtrruu, & rkfecirve Work under paragraph 13.14, or (ii) agreed ro,by'the parties: 10.43. changes in the Contract Price or Contract Times which are agreed to by theparties trail. 10,4.3. changes in the Ccmtract Price or Contract Timis which embody the. substance of any Britten decision Tendered by ENGINEER pursuant to paraVaph 9-1 1; 'provided that_ in lieu of e.¢ecuting;tiny such Change Order, an appeal may be taken From anysuch decision' in accordance with the provisionsof the Cohtiact Documents and applicable Laws and RegttlatioM0ut. ia`ing any such .appeal CONTR4(:rOV shall carry in the Work and ail ere to the progress' schcdule as' provided in paragraph 6.29 IO.i. Ifrr,)tice of airy change affecting the _encral suupe of the lvoik or the provisions of the Contract Docunietts MDC OE'�ERAL COND11TONN 191V8 (199V Etfitim) ul LITY OF: FORT rALLI t S \IODtf(CA rt0NS (RL•'V d,T.9)0I (includirg, but not limited to, Contract Price or Contract Times) -is required by the provisions of any Bondto be given to a surety, the giving of any such notice will be CONTRaCTOR's responsibility and tote amount of.each applicable Bond will be adjusted accordirigly. ,AR'rlCLK11 CFG4YGEOFCOiVTRAC1r`PRICV 11:1. The Contract .Prim constitutes the total •compensation lsubject reauthorized adjustments) payable .to CONTRACTOR for pertiorming the Work All dutiis: -r". vnsibihtics and ohligntioos assigned to.or undertaken' Iw coN f RACfOR'sbaill he ntCONTPACTOR's expense without change in the Contract Price. 11 2: 'Phe Contract Price May only be chang44 by a Change Order or by a• Written AmiL tthnem Noy claim •,loran adjustment in the Contract Priceshall be brised.on written notice delivered by the party making the claim'to the other party and to ENGINEER promptly (but'in no event lutes than thirty! .i4tys) after the slurs of the 'occurrence or event giving rise io.the claim and .Mating the general stature of the claim, Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allovm.additional.time for claimant to submit additionnt or mcxe.accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed coJers all known amounts to which the claimant is entitled as a result of .said oecurremx or event All daiins for adjtutmertt in the Contract: Price spell be determined' by ENGINMER in accordance with paragmph9.11 if OWNER and CONTRACTOR' cannot otherwise agree on the amount involved, No claim for an adjuument in the. Contract Prix will be valid'if not submitted inaccordamc•with this paragraph I l 2. 11.3: The ,value of any 'Work covered' -by a Charge (Eder or of'.any claim. For an adjustment -in the Contract Price will be determined as fullows: 11 _3.1. Where the Work involved is covered by unit lxices contained in the Contract Documents, by application of such unit prices to thequantities of die items involved (subJect to the provisions of 23 I I I paiagalphs 11,9-1 through, I 1?9.3_ih lu ve); CONTRACTOR shall obtain competitive bids &offi Subcontractors acceptable to OWNER .and 11.12. where, the Work involved -is not covered, dry CONTRACTOR_andshall deliver such bids to unit. prices contained ih the ContractDocurit-ents.- by it OVV-NERwh6wvdl.thendetenire:\vithffieadviceof mutuilly'agrced -payment bitsii, iricliuding -lunip Isum, ENGLNTYR which bids, if any: will be accepted: If (which niiiv include- an 'allowancIi iffir overhiend acid ' any subc9purnet Rovidec that the Subcorariictof'is to - profit not •necessarily 't . n accordiiaor, with be paid an the basi's of Cost of the Work I:ilus'a fee, panagraph'I.I.6.2). the Subcontract6eai Cost of thc,Nliloik and fee shall be determined'in the same manner as COMAACTOWs 11.3.3. where thi Work involved is not covered by unit, Cost of the -the Work fiic, as provided in 'pricy �ontaincd in the; Comma DoWmcnt� and . . hs 11A, 11,5, 11'.6 and 11.7 All pamgnap_ agrecracni't6a lump sum is not i6tched- der subcontracts shall be subject to the other littavisions of paragraph 1 , -2, on.the basis of the Cost of the. Work -the Contract Dccufnenri; insofar as applicahle: (determined as provided in paragaphs 11.4 and, 11'.5) plus CONTRACTOWs fee for oveihaad and profit 11-44i Costs of spcbial consildtants (irictuding-but (4*rmined wq provided in pa ragaph'I 1,6), not limited to• a rigincLis, arihitoets,.resting lziburutdria surv,cyors;,-,a­Ltorncys,Luid. accountants) Cost Of the lvdrk., tariploviid, for scMii<is sfccifictilly rcLiicd to the 113- The term Cost of the Work,mcans thc-sum of all costs nett a ly;incurrcd and paid by CONTRACTOR in HAS- SuppIcraefital costs including the following: theproper performance of the Work. EnepL as otherwise nagreed to in writing by OWNER; such costs shall 11.4.o!l. . Ther. pro . portion of necessary r!�IrMnts, no-- higher than those prevailing, in, the transpi5ftationr.tmvel-and subsisteniie-ci\pensis,`& locality of the ITcjcct shall. include -only, the faltowing CIOINTRACIIMS "empto,vecs, incurred in items'and N 11 not in clude.ar ha to iy. of the costa itemized in discharge of duties connected' with Lhc'Work 11 A.5: Cost, including transportation and 11.41. Payroll costs for employees in the direct maintenanceof all materials, supplik employ of CQtNTRA(;T0R-in the patianuance of the 'equipment. machinery; appliance offiice and Work under schedules of job classifications. agreed _-Sudi temporary�fitcilitiies at, the site and Kind tools -not upon by OWNER and COM11RAC176R. owned by' the workem vvhich arcconsumed in the _markct employees shall include without limitation performance of the Work, aril cast 'less. superintendents fbirrmen and other personnel value of such items until but net LonstumM which employed full-time at the site. Payroll ciihis for remain the prcpxrty of-MNITRACTOR. employees not ciriploved ful,14inie on the Work shall be apportioned on the basis,or-thLif time spent on the 11:4:5:3. Rentals of all construction Payroll costs. shall includerbuiTnot be limited to- equipment land machinery and the parts thereof salaries. and wages plus the cost of Cringe benefits whether rented from CONTRACTOR or others in which shall include 'social security contributions; ac&irdanec %;ithp rentalagreements approved by uncmployrment. ekcise and payroll takes, woikek' OWER* With the adne of LNG LNLTEEP,. and the compensation,health and -retirement bcrefL%-benuscs;- costs of transportation loading. unloading; sitapplicable thereto. Installation dismantling and removal thereof. all The cxpcnssof.pertraming Work rifter regular in, accordance with',tcrms of said rental working hours: on Saturday. Sunday,or legal holidays, agreements. The rental of any such equipment, shall be included in the ab6ve to theeAent authorized maefiincry -or parts ,;hall cease when - the •use by OWNER. thereof i-s'no longer necessary for the Work. 11.4.2. Cust of all materials and equipment furnished 11.4.5.4. Sales:, consumer, u� or similar taxes and thoorporated in the Work- in�luding co%Li of related to* the Work--' and liar wNic.Ii ti-Ans4mrtation and storage thirccf and Suppliers field CONTRACTOR is liable, imposed by Laws and services required in connection therewith All cash Re6ulations. discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with I l 4i.5. Deposits lost -for causes other than which to make payments. in whwh'case the cash, negligence 617 C0NWFRkCT0R - any discounts shell accrue to OW�MER: All trade Subcontractor or anyone directly or indirectly .di.,cuunts,rebates and fefuri&and ieiurris trom sill of "in p-"d 6 any of their. or loi whose acts any iurplus materials and iquipaimt. ,}mall,}mallaccrueaccrueto or them may. IaAable, and royalty payments iindy OWNER. and CONTRACTOR shall make, prot'isions feci for pemiits.and licenses. so that they may be obtained. 1 1.4.5:6-. Losses and darasixes (and related 11:4.3. Payments .made by CONTRACTOR to, the expenses) caused by damage -to the Work,not Subcontractors for Wbrk- perf6ratud o'I"6irrushed by compensatedby insurance or othcrwisc.7susEaird SuFcontraach. If rcquiriid by- OWNER, by CopITRA(:ToR in connection with: the EJUDCUENEF-ALCO, DITIOM 1910-8.(1991) Edtial) 24 W MY OF FORT COLUNSNIODIFICA (IONS t1i.EV U'1300) I 1 performance arid' furnishing, of the, Work (eiccept I L,5 5, _ Costs due to the nengbgenca of losses,and damages within the deduclible,mnounts ,CONTRACTOR, any Subcontractor or ;anyone of property insurance. established b- OWNER in dircetly.or.mdtrectly employed by: any�.of them or. for ' accordance with paragraph 59). provided they whew ads arty of them may bC liable, including but have resulted Cram causes other, than the not limited to. the correction of de(eudiv Work. neeggligence of CON'r,RAEToR,. any ��spo�MI of matcrtals oc egitipmem. wrongly supplied Subcontractor, or anyone directivbr'indimtly and making gvcdany damagetoPrvpchy %employed byany of them or roe whose acts any of ' them, may be liable. Such losses shall include. III 55_6. Other overhead or general exprne,costs: of settlements made with the written ,consent mid 'any kind'and the costs of uny itcm,not specifically and iipproval of OWNER No'such Iftsses; damages eepresyly,in6kidedinpari,{grnpk'L1,4. an&csperises shall be included in,t&i Cost of the Work.. Far the purpose of determining 11.6. The C0NITR:4FTC5Ts tiff allowed. to ' CONTRACTOR'.$ feo: If however. any such loss CONL TRACTOR* for overhead, and pcAiii shall be or damage requires reconstruction and determined is follows CONrR,ACTOR is placed m charge thereof, CONTR.4CFOR shall b.e paid fur services: a 4ee .1.1.6.I. u mutually acceptable Led fx: or proportinmtetothrtstatedintpamgraph 11 ti:2.. ' 11.6.2, if a fixed fee is not agreed upon, theri.o l'ee 41_4.3.7; The cost of utilities; *1 and sanitary facilities based -on the- following percentages of [he various Cost at the site. . portions of the of the Work:; IIA5.8. Minor expenses such as telegrams, 1 i C ^_.1. -far costs- i ndurrcd under, ' long distance telephone calls, telephdrieservice-at. -expressage pamQrajihs 114 I, and_ ll'4:1 the the site, and similar petty. cash items in l ONTha(l Oh'sfce shalPhc fifteen l crcenK' nannection,with the Work: 11.6:2.1_. .for- costs .incurred under ' 11.4.59. Cost of premiums for Additional Bonds and' imtirance ngitired beaiuse Of changes in the paragraph l 1,4 3, the CONTRi\CTOR's.fcc shall be rive percent: Work. I16&23 where one or more tiers of 11.5The wrim. Cost ofthe Work shall notincludc.nny'of. subcontractsare onthcbasis ofCostrofthe 'Work 'the following- plus- a fee and, no,Evd Fee- is agmed upon,' the. rtucnt of paragraphv l l 4 1 11,4.•1 I 14.3 and 11.5:1: Payroll costs and other compensation of I l 6.2 is that tlx:• Subc ninictor wlno acumliy CONfRAETOR's officers, executives, principaLs (of gerlurms or furnishes the Work, at whatever tier, partnership and sole proprietorships),general manager , will be lnid'a fee of fifteen percent of the costs engineers architects estimators attorncys, auditors; accountants. purchasing anti rxmtmctng •agents, inured b such Subcontractor under pomgraplis 11.41 and 11,42 and that any Higher Uer expediters timekeepers, clerks and other NrZn net Subcontractor rind CONTRACTOR will, each be employed by CONTFL\CTOR'whether at the site or in paid a fee o�fivapareent of ilia aAiount pert l to ,CONTRACTOR's principal or a branch office for the ne�lowertier Subcronaset it to be ne otg iated ,general adinuushation of the Work and not specifically 'job i4.b-� faith with the l WN[R-but not to eeaed Included' in the 'Weed, upon scliedule of rive R:rc`ot of. tlie'nmggfl paid to [hl'. Ihxa low'Cr ' classifli.ations' referred to in parngraph'l1-4.1 or tierSubxon[ractor: specifically covered by paragraph l IA.4-all of which are to be considered administrative vests covered by the I D 4. no Fee shall be jdyable'on the basis CONTRs\CTOR's'fee. of costs itemiad under parngmphs I L4.4, 11.4.5 and 11.5 IF I:5 '. Gepvnus of 4'UbIT (L\(]TOPis principal and branch offices other than CONTR kCTOR's office at 11.6.15. the amount or credit to be Allowed the site. by CONTIL4CrOR to OWNER for any chrge which results in a net decree ce in cost will be the 115.3. r\ny part of CONgPR,XCTOR's. capital amount of theactualnet decrease in cost plus a ' expenses, including interest an CONTRACTOR'S deduction in.COVTRACTORt.s fee by to amount capitalemployedfor the Workarid charges against equal -to'fivepercent of such net decreasrand , CQIMTRL\CTOR for,delinqueotNyFnchts. 1 L.6:=:5. whenboth Additions and credits are I1.5.1. Cost of premiums fur.ull Bonch laid rvr ,all nvulvml n any.one l,harme, the adjw-Anent in ' iivsurunce whether or not CONTRACTOR is: required CONTR[jCTOR's fee shall be computed on the by the Contract Documents to purchasr.'and mainmin basis of the net chariye n accordance. with tlu .$ante (cscept for.the cost of premiums covered by pnragmphs fl.6:i1 through.) 1.6;2.5,.inclusive. subparagraph 113.E 9 above). ' ' I1,7. Whenever the colt of any Work• isni be E.ICUC 9E•vERAL CG WInO,NS W 1043 f i lNI &Mien) '? j ' Wt CITY OP PORT COLLI NS MOUIFIC'A MN3 iRhU •L^_iNlal I detertiiined ,pursuarit to paragmphs I 1,4' land 1I.S.. CONTRACTORwill establish 'and maintain recur[^s,. thereof iri accoWarice with generally accepted accounting ptactices and submit in [am acceptable to LNG12,1MR an deriitredcost brmka"i ito;ether.wiii suppoiting _data. 'Cash Allenvances: t 1 _$;. It is understood that CONTRACTOR has included, m the Contract Price all -.allowances so. mimed :in'gic Contract Documents anifshall cause the Work;sb covered to'Lz fwnistted'aiul',perEurmcxl Ctin such stimsas may,. be .acceptable to OWNER sitd ENGINEER: ,CONrRAG'rOR agrees that: 11:3.1, the allowances include the con to' CONTRACTORM(Iess any applicable trade discounts) of materials and Lquipment required by•tlte.allbwances to be;dehvacd ai the site,:andall'applicabla taus; and 1 Lit 2. CONTRACIOR's. costs .for urilouding and haridfing,on the sita,:lnbor, insmllatioricosm, overhead, profit art d' .other expenses contemplated for, the a1101 have [Yen include_din the C'ittitract Price .and not in the .allowances and rto_ demand for. additiurmrPaynient.on amount ofany,of tiefaregoing- will be}•slid. ' Prior to (trial payment. an appropriate Cliange Order will be isvred as recommendedbv KaNUNFER lo.retlect,actual amounts due CONCR:AC`.POR anaccount or Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price [York- 11.9.1. Where the Contract Documents provide that all art part of the Work is to:be Unit Price Wort-, initially the -Contract Price_ will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices nix each separatelyidentified 'item of Unit Price Work times the estimated quantity of each item as indicated in die Agreement. The estimated quantities of items. of Unit Price Work are not guaranteed and are solcty for the ptrrpase of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit .Price Work performed by CONTRACTOR will be made by GVCI1TCSR in aceMance with paragraph 9.10. 1 i.9.2. Each unit price will be deemed to include an amount-crnuidaed by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. k 1.93.OWNER or comr-R.�\CMR .may make it claim, far an adjustment in the Canttaet Price .iri. accordant with Article I I -if. 11.9.3.1. the quantity of any-item.of Unit Price Work rxrformed by CONTRACTOR ditfa:s materially and si?iitiantly frail the estimated, quanuiv of such item indicated in the ,Agreenjent; F1CUl.'tiE.t'kR.V. COilUITI OtiJ 1 `J t n-7i I1lw Etlidnil =fi %WCIITOFFcilur COLLI �IOUIYICdTlON5 (IiEV•IROJaI and 11..9.3:2: there is no corresponding adjustment with respect toany'othcr item of Work; and 11t9.33. if CONTRACTOR believes that CONTRACTOR is entitlrul• to an Increase tri. Contract Prii;a is -a result, of having incurred additional expense or, OWNER, believes , that OWNER is entitled to:a decrc=_ in Contract• Price and the',parues.;are unable, to agce as to the amount of xiiysuv.}t increase or daTease: l L9:3:4. —CONTRACTOR—acknowledges that the OWNER has the rie it to add or delete items in .the 'Bid or change quantitics at, OWNER'S sole discretion without without• affecting the Contract, Price -of, eanV-remaini `.item,sn'Ion Cis: the deletion dr .addition does not exceed twentv-Cvc tYreenl of the.original total Contact Price. ARTICLE 12-CEr kNGE OEGOt`7.['R \CT'VL\•LES, 1'_.I. The Contract'rimes (or Milestones) may only'.bc changed by a Chtitge Order or a Written Aracndmerat tiny claim for an adjustinerit of the Contract Times (or tvlilstones) shall be based on wTinen notice delivered by the party makiN the claim to the other pariy and to F.NGINF'ER promptly (but in rP event later than thirty days) after the occurrence of the evcm.giving rise to the claim and stating the general nettuic of•thc chime Notice of'the extant of the claim with supporting data shall'be defivered within slaty, days after such occurrence (unless ENGINEER allows additie onal time to ascertain more accurate data in support of the .claim) and shall be accompanied by the claunant's written statement that the adjustment claimed is the a nti_re adjustment to which the claimant has reason to believe It is emided as'a result of 0iegccurnmue of saidevent. All claims for adjustment in the Commet Times( ori`blestones)'shall bc;determined by EN(iNF..FR. in. accordance ''-with paragraph 'if OWNER and CONTRACTOR amot otherwise agree. No -claim fir an adjustment -in the Contract 'rimer (or Milestones) will be valid if not subuittted in accordance with the requirements of this paragnph 12.1. 12:3: All time tanits stated in the;Contract Documents are -of dicesienee of.the.Agreement 12:3. Where. tONCRACI'OR is, prevented .from -completaig.•any part of the, Work within the Contract Times•(or -Milestones) due -to delay:beyond the control of CONTRACTOR; tie Contract -Times (or Milestones),will be mended in'an amount equal to time lost due tb such delay if a claim ismade-thcrefor asprmided in paragraph 111. Utlays beyond the cuntrol of CONTRACTOR shall include, but non Ee'limited'lo, acLq or ne_ ca by OWNER. acts or neglect of utibty, owners or other contractors putomiing other wort: as conicmplited by .Article 7. fines. [lat& epidemics. abnormal wcather conditionsor acts of God. Delays.annhutable to and 1 I I 1 1 I 1 [I within the eontiol of a Subcentractoroi Supplier shall be -deemed to'beAcIzves within the control of CONTRACTOR. 12.4. Where CONTRACTORis pienntedf It •eumpleting any part' of the Wort- within the Contmci Times- (or Milestones), due- to *delay beyorid the :contiul. of ,both OWNER aiid CONTRACTOR an extension of - the Contri ct Tunes '(or Milestones) in an amount .4equal to the time lost due to''suchAclayshill•be COYMACTOR•s sole .und ecclusivc rcmedy.,for such delay. Iri.no event 'shall MYINERBe liable to COINTRACTOR any_Subcdnaratior, any, Supplier,.any other person error arunrlion. or to arty surety for. or employee or :agent of any of them, for g out of or res tit riC tram (i) delays caused by or within the control, of the CONTRACTOR, or. (ii) dclhys beyond the control of both parties including, but not limited to, tires, floods., epidomres: abnormalweather conditions; acts of God or.acts or neglect byutility,owners• or other contractors performing other viork as contemplated by' Article 7: ' .r*TICLE'• I3-=fFtifs iiND INSPECI•IONs" CORRECTION, RKMOVAG OR A(:cf,4 r,mF;•OF OF!'F.CTIVF: WORE: I3: L rNotice ajDejects: Prompt notice of all defective Work of which OW14FR or FTIGI,TF,F.R. have acted knowledgewill 6, given to CO'VTRACfOR AD defective Work may be rejected, corrected oraxepted as provided in this .article i,3, Access to work:. 13.2. OWNER E�IGNIM-P, ENGL•NEER's Consultants; other representatives and personnel of OWNER_ independent testing:libomtories and governmental agencies with jurisdictional interests will have acct.ss to the Work at ressontable—times foi their observation. -inspecting and testing. C'ONTP-AC.TOR'sh.•ill provide them proper and safe conditions For• such access and �advisc them of CON 1 R1ICTOR'.s site safety' procedures and programs so that they may cbmply therewith as applicable: Teats and lnsp.ections.•: 13:3: CON—FRACTOR shall give ENGMER timely notice of'readiness of the Work for all required inspections tests or approvals, and shall coepetate with impectiotrand lasting personnel to facilitate required:' inspections or tests. 13.4. C" M R shall employ and pay for the services of an. .independent testing labontiory to' perform all inspections, tests, or'nppmvals required by. the Contract Documents except: 13A. L for inspectiorm tests or approvals covered. by paragraph 13.5'below... dtaiLUosts incurred in connection with tests or inspections conducted pursuantto pnragaph 13 9 EKDC GENERAL CO WITtOM 1910-3119" Eafilicnt wi C1'IY Of- FORT COLLI NS MODIFICATIONS tREV d.?g11Ui ,below shall' be paid 'as 'provided in .said paragmph',l3'4 and 13 43; as -otherwise +specilicilly piovidM in the Contract l3ocuments. 13.5:. If Laws of R;gtilatiuns of:anypubhc bordyhaving jurisdiction teijuire. any Work (or. part thereof) specifically to l>t: .inspeGeil, -testes.! or: approved by,an,_employee, or other represcntalive.uf such public body; C ONTRACI;OR :skiall - astiuinC fall..resNnsibility for atmnging and abtaining siuh'inspections, tests or.approvaL% pay all costs :in connection • therewth, and furnish INGLINEER • the requircd ,catificatcs of inspection, or approval. CONTRACTOR shall also beresponsibli for,hrranging and obtaitui*'and'shall' pay all costs:6 counectio6 mith- tiny'irtspections, tests or. approvals required far OWNER's and,ENCi1NF,F'.'R's accce7p�tance ot,mataittwor equipnicrttto 1. be incorporated in the'W'ork, or of materials,mir designs, or equipment submitted for apppraval prior to CONTRACTOR'S ;p uufa se thcrcof for incorpu ition in 'the'Work. 13A If any •LWrL. (or the wort, of othe_rsj that is to be inspected; tested or approved 'is covered ' by CO\TfRAC•TOR'. without Britten congurrcnce of 'KNGINEF,•R, it'tiiusS if reGucstcd by ENGINEFIt, be uncovered for observation.. 13.7. Uncovering Work as provided in lxuagraph 13-,6. shill be at CONTRACTOR'S axrense unless CONTRACTORhis given F.N'O NF,ER timely notice of CONTRACTOR:s. intention to cover the same and FNOIIJ iR R has. not :feted with reasonable promptness in response to such notice: Uncovering Work:, UX If any Work - is covered contrary to *the. wriiten request of E\TGRgl!P, it must, if requested by GM'GLNEGR be uncoveied for CNGMEWs observation and replaced at CONTRACTORN expense. 13:9. If Ft4GTNFF.R considers it necessary or advisable that. covered Work* be observed bv-.EiIGMER or inspecttd or tested' by others. CONTRACTOR, of ENOWEERs request; shall uncover, expose or otherwise make available for observation, inspection or testing as LNGMER may require; that portion of the Work in question lumishins all necessary' labor. mateiml and equipment If it'is fount(' that. such Work is iefzctrre. CONTRACTOR shall pay all claims, vests, losses and damages caused by, truing out of or resultirig from such unouvenhg, exposure; observation, inv;Tvctiun.arel testing and of satisfactory, replacement or reconstructi.am (incttiding, but nett 'limited to all costs of repair or. replacement. of work of uthers); and O NTMQ shall'be entitled to.an appropriate decrease in the Contract.riice, and. if die parties arc Unable to agree ,as to the amount therefL may make a claim therefor as provided in .Article`11, 'If., however, such Work is notfound to be de/achiv. CONTR A JOR shell be allowd an increase in the Contract Price of ancstension of thc'Coiurut Times (or Milestones), or both, dir&t1v attributable" to such ,7 I uncovering, ecpo:ure, observation usspectiop testing; repiticemenr.arxl recortsuuction; and,. if the 'pturues_are unable:to arm as, to the amaum or extent thereof, CONTRACTOR,may makc a claim Lherefa'6s providedin Ailicles Ll anal 11' - -- 0"ER May Stop the Nark: 13.111: If the Work is Uifecihv, of CONTRACTOR chili ter, supply: suRicient skiUecl workers or suiiable materials or equipment; or _fai]s.to f rota or perform the Work in such a' way That the wmpletai Work willtaanfcrm to the Contract Documents OWN P.R.mey order, C;ONTRAG'rOR to stop. ;the Work, orany, portion•thereof. uidilthe cause for such order.has'been'eliminated, hcmevei, tbis right ot—OWNER' to,atop the' Wotlk shall not give rise to any duty on the part of OWNER to ereroise this right for the bexht of CO`TRAC'TOR or atuy.surcty.or other party,. �.Ce"ecdanvr Removal ofDefecuve Work, 1111. "if required m'".FNGINEER,.CONTRACTORshnIl .promptly;. as directed, either correct all defective Work; whethencir not fabrigited, installed or completed, or, it: the Work has becn'rgectcd by HVGiNEER, remove it from the site and replace it with! Work that is not ckjf ql ve. CONTRACTOR shall pay all claims. costs losses and -damages :caused by or resulting .from such correction or removal (including but rrat limited to all costs of rCrpair or replacement of work of other i), t3.12.. Correction Period 13:12,1- If within aqe-y?ap nvoycnrs after thc.datc of Substantial Completion or such longer_period of time as may be piesciibed by I;aws or Regulations or by the terms of arty appli&Ale spacial guarantee required by the Contract Documents o< by any -specific provision of the Contract Documents, any Work is found to be defective• CONTRRACTOR shnn.prompily, without cast to OWNER and in accordance' with O6VrINIER's %iritten instructions: (i) correctsuch defective Work, or, if it has been rejected by OWi\TER', remove it from the site and replace it. with Work that .s not *feciive, rand (ii) satistactoidy corrector remove and replace any damage to other Work. or the work ofotlers resulting therefrom. If CONTRACTOR does not promptly comply with,the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage. OWNER may have the defective Work corrected or the rejected Wort: removed and reolsc4 and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CO1%7RACTOR 13.12:2, In specrzul circumsumces where' a lkihieular item bC equipment is placed in continuous .service, before Substantial. Completion, of all the Work. the, correction period Cor that item may start to run'from an earhGr dateif so provided in the Specifications or by Written AmendmcnL 13.12.3 Where-defecnre Work- (anddamage to other EJCUC•OENERALCONUI'i ONO t9111Y_tt:-'lo E(iidwl 28' %V10 IT OF FOILT COLLINS MODIFICATIONS t1tEV.IRarNI) Work resulting. therefrom) _ has been .corrected;, •removal,or_replaced:under this.para; graph , 13.12,_the correction fi ricd'hereundcrwlth respeatozuch Work - will be extaidcd for an additional period of'eipti Y.0ac .two vears after s=' h''correction or removal and replacement has he.6 'sauifs&orjN oompleted. ilcceptance of Defective Work:, 13:13.. ,tC•iristcsd;of roquiring,coacaion or removal and 'replacenicm of.defectiie Work,, OWNER(arid• prior it) 's recommendation-of`GraI payment also %NGINEFR) prefers to.accept it, M"tXR•'may.da so. CONTRACTOR shall' pay. all claims, costs, losses and damages :attributable to OWNER'S -evaluation of and such acceptance occurs, prior to. DIGINEER's reoonimendation of fuml puymciit,.a'Cliange'Order .will be issued' incorporaringAhe necessary revisions in, the Contract Docuimentswith respect, to, the Work-...and OWNER st.all'beentitled to nn apprapnotr decrease in the Comma Pri.cc,,and, if the ��ardes arcun able toagrec as to the amount thereofOWF k may make si clahere im tfor as provided i•n Ankle 11: 11Pthc.aeccptance occurs after such recommendation -inappropriate amount will be_ paid by CONTRACTOR to OWNER QtViVER May'Correcl Defective Work, 13.14. If CONI'.RAE:COR fails within a reasonable time after written notice from ENGINEER to correct defective Work, or to remove and replace rejectcd'Woikas required, liJ ENGfNCER'in accordance with paragraph 13;11,;& if CONTRACTOR tails to perfona Lite Work in accordance with the Contract Documcrir , orif CONTR�SCTOR fsiLs to iomply with any other "provision of the Cumnrct .Documents, OWNER_. may.- after seven days! w.rakit notice to CUVTRAGTOR,. correct. and remedy any such deficiency, In ex�roising the rights and remedies under this paragraph OWNER shall pr6ceed expeditiously. in connection with such •corrective and remedial action. OWNEa may exclude CONTRACTOR front all'or part of the site, .take possession, of all or part of the Work, and suspend CONTRACTOR's services related thereto take possession •oE CONTRe\CTOR's teals, appliances, construction equipment and machincry at the. site and incorporate in the Work' all materiaLs, and equipment stored at the site. or for which OWNER has paid CONTR:\CTOR but which are stored elsewhere. CONTRACTOR' shall alltnv OWNER OIX"NER's representuUvcs: agents and employees OWNER's other contractors, and LNGNEER and DgGINEER's Consultants .access to the site to salable OIVNER to exercise the rights and remedies under this paragraph. All claims, costs, Imse_s and'damages incurred or sustavied'by OWNER in Cxd6salg'such rights and remedies' wdl be charged against CONTRACTOR and a Change Order will be issued .incorpurating, the necessary revisions in the Contract Documents with respea to the Work;. and OWNER'shall'be entitled Lo an;appropnatedecrerse in the Contract Price. and, if ihcpar i"n are unable to agree is to the amount theiror. OWNER awy.make a claim'themfor 'aq provided in Article 11, Such claims, cost_% losses and I damages will include but not be liniitcdto all costi of repair or replacement of work- of others destroyed or. damaged by correction removal or replacement of CONTRACTOR's 4erecrnvr Work COrNTRACfOR:sftall .iwr be allowed ara •wdension of. the Contract Tunes (or Milaturtes) Fjecaiise.gf;ahy deloy'in performance'of the Work attributable to'theeurcise byOWNER of OWNIMS rights'ond-ieuxdies hereuutler. . ARTICLE 14-PAYNEENTS TO CONTRACTOR Atr'D CObJEPLETIOM SekeduleajF•aGies.• d4.1. 'The schedule bf values. established as provided in ,paragraph 2�9 will serve esthe basis for progress payments and will' be incorporated into a .form of'.9pphation for .Payment aa,ptab[e-to ENGINEER. Progress paymens o tn' .account of UnitPrice'Work. will.be based on the�ntmtber of I nits completed. 4phMnon for ProgMT Pgirment K2, At least tw6ty clays before the date established for .each progress payment(but not more often than.once .a month), CONTR:\CTOR'"I] submit to LMINEER For review an Application lax payment filled outand signed hn• CONTRAGI:OR wvering the Work completed as of the date of the Application' and amompinicd by .sued mentation�as is require supporting dobuby the Contract Documents. If payment is roquested'•on the basis of mataials and equipment not incorporated in the Work but defivered and suitably storedat the site or it another location agreed to in writing the Application for.Nyment shallalso be accompanicd,by a bill of sale,invoice or other documentation wanartting that OWNER has received the materials and equipment free and clear of all .Liens and eviideree that the materials and equipment are covered by .appropriate property•insurance and other arrangements to prates OWNER:s interest therein, all of which will be -sntisEnctory to OWNER_ The amount of retainnge with respect to progress payments will be as stipulated in the Agr"menL s'ny Funds,that are wilhbi! !Ltd hy. the C)P/NER shall not be subject to substitution by the CONTRACTOR with securities or anv arrangements involvinu an esarow or ,austodtainship.By czeguttngthe,ap to tcatton for Ira metal form the. CONTRACTOR expressly waives hfs rieht to the benefits of Colorado Revised Statutes —Section ^_4-91'401, Ct set: COAT94CTOR's[Va nty(if Title.- 14:3. CONTRACTOR warrants.and.onrarantem that title to all Work, materials and equipment. emwed by anv pli i'atiorr rtut Payment rn:o whether irpuriledtn' the jector not w•tdpassto OWNZR.no later than the time of payment tim and clear of ell Liens, Review a%.dpplieariuns far Prntorss Paj;nten{: 14.4. ENGINEER will. within ten days.afttr receipt of each Applioation for Payment either indicate in writing a E!e'ucav-VER.at. C'OWITIoEei ww-s I1990 Ettitiml cat CITY OP PORT COLLINS 710UIPIGyC10NSYRL•V .1,^.Wlal recontlnendatioh of payment and present the Application to. OWNER; or return the Application ro CONTRACTOR indrratvtg'in writing ENGINEER's reasons for refusing to recommend:paymem. fn the Iauer dix, CONTRACTOR may.make'.the necessary corecuims.and resubmit the Application, _ Ten days ,after presentation of the. Applicutian:for-Payment to OWNI wit& LNGIYF.EFRs recommetidation.'the.aniouut,recommended will (subject to'the prow lions of the last sentence of parammh' 14:7) becvtac due and when due will belpeid' by OWNER to CONTRACTOR tits: ENGINEFRs rmominendation of any Payment requested in an Application'fur Payment will tonatiiute a representonihrf by ,*NGINEER to OWNER." based_ on RNG[NEETL's on -site observatioits.of the executed Work • as an c.xpenenced and qualified design prufessfonal:'and'oit ;ENGINEER'S review of the Application for Payment and the amompanying dataandschedules. -that to the'bcst of ENGrNEER'sl3. vledue;informatibn.andbeliefs 14;i:I_ the 'Work has progressed) to ,dia point indicated, -. 14.5 the quality of the Work is generally in amordancu'with thc;Contract Documents (subject to an evaluation of the'Work as a hinclionini whole priordwor.upon Substantial Completion, to this results of any subsequent tests called tier in the Contract .I)ocument�,to a final determination of quantities and classifications for Chit Price Worl under patagrioh 9.10, and to anyother, qualiticatiom sratcd in the rccomutaralation), and 14.5.3the conditions precedent to CONTRACTOR'S 'being entitled to sdch payment appear to have. bech fultillcd insotar as - it is lR%'GLNEER's responsibility to observe the.Work. .However, by recommending; any such payment ENGL`IEER will not tliereby be deemed to have represented that; (i)•cehaustive orcontinuous onsite inspeclions have been made Ica check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (ii) that there may not ba other minters or issues .between the ponies that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to COivTRACTOR 14.6 CN"GTNIiLR's recummendation of any payment, including.Cmal payment shall not mean that ENGINEER Ls responsible ror CONTR\CTORs means, methcdc techniques, sequenees.or procedures of construction or .the safety precautions and programs incident thereto, or for any failure of.CONTRACTOR to cumply with Caws and Regulations applicable to the tumishine or performance of Work, , or. for any failure of CONTRACTOR to perform or furnish Work ui accordance with the C'ontmctDcu;umenu 14.7. ENGINEER mayr&sc to rmonintend the whole or any partofany payment ill in FNGflTEER's opinion. it would tg incorrect to make the' represeniaoons'to ?9 SECTION 2500 QUANTITY ESTIMATE S'1Tt161?T FROM 'I'O Adjust MII Bing w/Lucks >24" <_3" IIBP Grading S,64-28 NlodiOed Binder HB Gr di gS 64-22 Binder IIBP Grading SG JIMA Patching Remove & Replace JIMA patching >10" Remove & Replace JIMA Paver patching Remove & Replace CHh1At` Patching Ccolcslilc Paving Fabric Uuils HA TON TON TON TON T'ON TON TON Sy 7LINIAY AVE F IIARNIONY It[) IIORSIi'I'00'1'll It]) 4.00 5,319.80 92.34 497.80 29,853.00 BOARDWALK Arco Sub'I'uml 4.00 5319.811 U.00 O.UO Y2.3i LLUU 0.110 497.80 29853.00 I10ARDWALK DR ILANDINGS DR IFIIARMONYRD 2,U 13.66 23.35 421.00 12,337.77 Area Sub'rmal 0.00 2013.66 0.00 0.00 23.35 0.0a 0.00 421.00 12337.77 1 LINDEN Sr IEPTERSON ST VINIi DR 1,106.11 8.00 2,500.00 Area Sub Tau 0.00 UDU I IU411 O.UU R.UO a.00 U.UO U.UU 25VO.UU WEST DRAKE W DRAKE RD IS COLLEGE AVE MEADOWLARK AVE 2,291L70 216.89 234.85 170.30 9,905.49 WHEATON 1 Area Sub Tuml O.UO 2290.70 O.UU 0.00 220.89 234.85 O.OU 7U.J0 9905.49 WI WA'I'ON DR SI.IiAL\YAVIi EHARMONY RD 1,251.81 19.73 Arca'Sub Tidal 0.00 0.01J 1251.R2 U.UII 19.7J 0.00 U.OU 0.00 0,00 CONIFER S'I' N COLLEGE AVE IN LIiMAI' AVL 3,835.69 38.50 Area Sub Twat 1 0,0( O.UO 3635b9 0.1111 38.56 0.1111 0.00 0.00 (wu) VALLEY FORGE AVE STAFI'BILL RD I1ANIPSHIRIi RD 465.70 18.84 HAMPSHIRE SQIIARL VALLEY FORGE AVE VALLLYFORGE AVE 425.40 45.58 69.70 3,581.33 VALLEY FOILGIi AVEQ'I°OI.) IIAMPSI IIRI? RD HAMPSHIRE SO 347.81 IOB.US 11460 2,652.22 HORSETOOTH ROAD E HORSE 1'00'111 ROAD COLLEGE AVIi Area Sub Toml 'I'IMUERLINB RD 0.00 ROU 0.00 13,111.20 1238.97 0.00 172.50 184.52 0.00 0.00 184.30 510.60 6433.55 73,575.75 A,ca Sub'fotul 8.00 1311120 U.UU U.00 184.52 0.00 0.00 510.60 73575.75 PORTNER G'I'IIY RD NORTII END 442.97 Im 95.40POt'I'NCUROM 3728.67 1 Area Sub'Tmul 0.00 O.OU 442.97 O.OU 1.08 186.98 O.W 95.4U O.OU SIIEFFIELD CIR 1: & W VAI.I,I!Y FORGIi AVE SIII?FI°II{I.D (7IIt W 336.33 3.23 W INDSOR COURT C'ONS'1'H'U'n0N AVE EAST END 228.86 4.30 WOODLANDONLY) GRAND,rrTUN I'I_ '/.IL imt Iti) Area Sub Twal IMESA VERDE ST U.00 I 0.00 ' 965.19 0.00 7.53 1455 0.00 1100.70 0.00 0.00 O.UU YI?LLOWSI'ON E CI GiRANDT17 I'ON I'L IiNp 7.77 120.40 Area Sub Tolal 0.00 0.00 0.00 0.00 1 22.32 1 0.00 0.00 1 221.10 1 0.00 Addendum 1 7222 Asphalt Overlay Page 8 of 11 I OWNER referred to 4 pnrngrapli' 14,5. ENOWEER•miy also refuse,torec_ommend _any such payment, or. because -of subsecjuendt discovered evidence or the results of subsequent in or tests; minify airy'stick payment .previously recommended. to such chest as may bier' necessary' in ENGMt PRts opinid toI, protect OWNER from lossbecause:- 14.7.1. the•Workis defecti''4 or ctimpleted 4Vor4-'has beendama edrequ mgcoumtionorreplacement. 14.7.1 the: Contract Price has been reduced by WrittenAmendmenl or Change Order, - 14.7.3: OWNER has. 'been required to. correct, drfac;ive Work or'tomplcte Work, inaccordance with paragta ph � 13' 14: or 147.9:. ENGINEER has uctuul'knovAodp of the. eeeirrrcnce of ' any, of 'the evens: enumerated in, paragraphs 15;2:1 throu¢h'15YJA inclusive,, OWPIER ma refuse to make payment.of the fulfamount. reooinmended by, BN.Gfi IBER'beenus t: 14.7.5; claims -have been niadc against p44NER on account of CONTRACfOR's performance or furnishing of the \Park, 14.7.6. L.icns have heen'filcd in connection with the Work; except wherre CONTRACTOR: hns,delivered a, specific Bond satisfactory to :OWNER to secure the tls safaetion and discharge of such Liens, 14:7.7. there are other items entitling OWNF,R to a sd- off against the amount remmmended. or N.M. OWNER hm_ actual knowledge. of the .occurrence of any; of the events enumerated in pamgmpfts 14.T1 through aam 14,7 3 or, pgmphs 15:2A through 15.2.4 inclusive: but OWNER must give. CONTR-ACTOR immediate written notice (with a copy to. ENG WEFR) stating" the reasons for such'action and promptly pay CONTRACTOR die "amount so withheld, or any adjustment _thereto need to by 01Vi`TL•R and CONTRACTOR: when CONTRACTOR corrects to OWNER's satisfaction the reasons forsuch.aclicn Subvantiht C01pledon: 1.4,5_ When CONTRACTOR considers the entire Work. ready for its intended use CONTRACTOR shall notify, OWNER and, laiG[NEER in writing that the entire Work is substantially, complete (except for items specifically listed by CON TRAC.rbR as incotpplete), and request that LNGINEER issue a cerLificateof Substantial Completion: Witlun .0 reasonable time thereafter, OWNER. CONTRACTOR and ENGNEER "H nlnke an inspection of the Work to'determine the status of completion. If F_NG4NEF.R. does .not consider the Worl. substantially ctituplctc. ENGINEER will. notify CONTRACTOR in writing giving .the reasons therefor. If ENGINEER 311 EXI)COEN'ERiLCONDI nOV" 1911Ht(1990Etonal) a'i MY OF FORT COLU NS MOLUICATIONS (ILEV :aRn9a) considers the Work sutista ttiallj` coniplet ENGINEER will prepare anct delivtentative c eriifieate of Substantial: Completion 'whick•shalL.fix:lb-- date of Substantial�Ccmplctiom* There shell be attached to the xriificatc al tentative list of items to be cciapleted'or, mireeted'befnrefinal pp'aa' - *L OWNER shall haves&v n :days after receipt of the tentapve certificate durvt3 which 'toy make written objection. to. ENGINEER' asto any provisibm. of the certificate _or :attached list., ,if, :after in g.the rasoris therefor.. It. .alter t R's objections,' bN('']NEER.cons stantially complete; ENGINEER' "w rtcfm _days..e:teaute :and .deliver to. CONTRACTOR "a definitive certificate of Substantial Completion "(with "a revised tentative .fist of items.lo be completcd'or ei-mccted).rcticiiing.such changes from the tentative certificulte as ENGINEER be6evesjus6ficil after consideration of any objections .Ggni bWNliit. At the timcbf dcliyciy of the ientativc,ccrtificitc of Substantial Ctimpletion,ENO] NF;E - will "deliver .to OWNk'R and GONI RACTOR:a written recommendation as to divtsion of responsibilities pending final payment between OWNFf2 and CONfl2aC'fOR with r.spcct'.to sccvriiy, openitiom safety, maintenance, heat, ,utilities, .insurance and warranties "and ..guarantees Unless- O\Wi ER and CONE KAC iOK'. grec othcrwisc'in writing and so nform ENGINEER' in writing prior to. ENG W 6ER s issuing. the "detinitivet certificate of Substantial Completion, ENGINifEER's aforesaid recanmcnd.ation.will be�bivtding on OWNER and CONTRACTOR until flinal paytnent 14.9, OWNTR shall have the right to exclude CONTRACTORfrom the, Wodc alter the _date of Substantial_ Ccmtpletion., buf OWNER shall. allow CONTR4CTOR reasonable -access to_ complete or correct items on the tentative list. Partial Utilization: I4;lp Use bj• OWNER at OWNERS option of any substantially completed prat of the. Work, which (i)_has sWcirictlly been' identified in the ContracL DocumentsL or (li) O\4NEF_ CNGINUER. and :.CONTRACTOR agree constitutes a separately functioning and usable part of the. Work that can be used' by OWNER for its "imcndl d purpose without significant interference with CONTRACTOR's performance of the remainder of the Work. may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.0\VNEt -at any, time may request CONE RACTOR in %v6ting m.permit O WNTR.LOLUSC anysuch pan of the Work %vhich OWNER:be(ieves 6 be ready for its, intended use and substantially iomplete, ifCONTRAi 0P aguesthat sucfi'peitof the Worlk is substantially"eompltte, CONTRACTOR will certify to OWNER and ENGINEER that such Iztn of the. Workis suhsmntially complete and request ENCIMI, R to issue a certificate of Substantial Completion for that part of the Work. 1 1 1 I� 0 t L I [1 11 1 I I CONTRACTOR'at.any time may:notify OWNER and UNGLNIEER' in writing thet CONTRACTOR cunsiders any such partof the Work ready for its intended use and substantially, completeand request ENGINEER to isue a certificate of Subsumtial. Completion f& thai part of the Work. Within a teasohable time after ether such request, OWNEI; CONTRACTOR and LNGL�IEL•R shall maLa art irspection.of'thir part of the Work to,determau its.stitus of completion If Ev'NGLNIEER tlaes rnH consider that put of the Work to be subsietttiallycomplete, EV"GI=— —R_ will notify 013RNER and CONRA TCTOR in wrilirt6 yivaag 64c ressoitss therefor:. if ENG[NFSiR considers tluit part of -the Work to be substantially cemptete; the provisions of paragraphs 14.3 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and . the division of respdmsib6ty in .respect t ereof and access thereto. 44,10.1. No occupnncy or.wparatc opemdon of part of the. Work' will be accomplished pnor'to compliance with. the iequirements'ofparagraph 5.13,in respect of property,u1surance. " P ind Inspecdon: '14A 1. Upon written notice trom COITR4c-TOR thatthe .uwirc Wark. or an agreed portion thereof is. complete, ENGI; 'EM will make a fuuil' inspection with OWN R and CONTRACTOR' and will rkitifV CONTRACTOR in iridrg of all particulars in which this inspection reveals that [hc Wark is incomplete or r6rfictiva. CONTRAC"IT)R shall immediately take such measures as are necessary Ito cornpletn such work of remedy such deticiencicc .Fail it p/dicntiprc fiu Pavnrenl: 14113.. After CONTR:\CTOR has completed all such currections io the satislaetionof ENdF-- T-X-R;ind delivered m accordance with the Contra r Docutncnts all maintenance :and operating-irutructions, schniules, gummtcm Bonds. certiflicates or other evidence of instuutce required by paragraph 5.4, certificates., of inspection, marked -up record -documents (as provided in paragraph6,19) and other documents. CONTIL\CTOR may make appfintioh for final payment following the procedure for progress payments_ The final Application ror Payment shall be accompanied (except' :u previously deUcr&D by: (i)all dkx:umentation called for in, the Contract Dawnanm including but not liniiteat to the evidence of insurance required by subparagraph54,13. (u)consent of the surety, if any. to fine[ payment. and {fit complete and legally cllectivercleau:s 4 waivers (satisfactoy to OWNER), of all Liens arising out of or riled in connection with the Work: In lieu of such release% tr waivers. of Liens and as approved by OWNER, CONTRACTOR :may furnish receipts or releases in full -and'affi&vii ofCONftRACTOR.that: .(i) the.releases:and. receipis include all labor services. material and equiipment fur wtuch a Lien could be lied. and (ii)till payroll. material and -equipment ball aril other indebtedness connected with the Work for whieh:()W .R or OWNE'R's property in i`ht in my way be responsible have been paid'm etherwow mtistied If anv'Suhcontmetor or Supl5jicr fails E.ICOCCiE'S' AL CGWIT70t+519103 It9�HJ 6,61i<tif. wi ci ry oi' FGkT COLLI NS MODIFICATIONS (REN JCO110) to furnsh such' a release or. receipt' in, •full; 'CONTRACTOR' may fort sh a. Bond'or-other collateral ,satisfactory to OWNER •to. indenuiify.UWNER'.apffisl_ any'Lren. Releases or tvaivcrs of lions and tie consent of 'the surety to, finalize oavment are ai be submittedon forms conforming to the format -of the OWNER'S standard :forms bound in the Proiect'manual" Final Payrirent and.,lccepfgnce: 11 If, on thti basis' of ENGLNEER's 6liwm6on of Vork durinb construction: and fhiaf irnpection: ' and INEF.R.'s review of the. final, Application• for Payment accompanying documemation ,as required .by - the racy Qa:umcnts,.FNGINEER. is sanstie&,that the C. has been c6molcted and CONTRACTOR'sother ations under the Contract. Documents'have been 14 ENG WFF.Rwill. within dajrsafter receipt of uial APPlicaiion Cor:Peym grit. indicate, in wriung INEFR's rccommendatipn of payment .and prcseitt \pplication _to -OWNER' for payment:, At the:.same and CON1RACTOR that the Work is acceptable subject to .the , provisions of paragraph t4.15. Otherwise, FNGINF.RR will return 'the Application -to CONTRACTOR; 'indicating inwriting the .rcasins for refusing to recommend final payment in. which case CONTRACTOR.shall,make the necessary corrections aril resalm it the Application. "riwty days atter,piesentation to OWNER of the Application' and accompanying doarmeneitim -in :appropriate forth and substance and with ENGHW..FR's recommendation and notiix of acceptability, the amount rcoonamcnded by-ENGLVEER ivill' become due and will he paid by C)WNF.R to. CONTRACTOR subicct to remunnph I7,62 of .these � Gz I�EiI C.t�t�rtiotti; 14.14.. IE through no fault -of CONNTRACTOR, final completion of'the Work is, si6nificantly deldved-.red if ENGINEER so conlrruts. OWNER shall, upon receipt of CONTRACTOR's. final Application for Payment 'and recommendation of LNGLNIILR, and without terminating the Agreement. make payment of the balance, due for that rxinign of'the Work fully'.complctcd andacccpted lC.tha reniaatirrg balance to,, be held by OWNER for Work not Cully completed or corrected is Itm than the retainage stipulated 1n the AdreeineriL and if -Bonds luive, been .Curtushed ss required in pamgmph 5.1, the written consent of the surety to the payi»eni of the balance due for that portion of the Work rullyi completed and accepted shrill be submitted by CONTRACTOR to ENGDMER with the Application fur such payment. Such payment shall be made under the termsand conditions governing final payment. except that,itshall not constitute -a waiver of claims. {Yaiver'bf Etrtltp.ii, I4.75.. The making and,ucccptara;c uf'661 payment will rttnsiiiutes - 'I4.1 i; 1.a waiver of all -claims by OWNER. against CO\?fRAL'TOR. except, clams arising from Unsettled Lieris; from .Lief cm?e Work.appearins.atter 31. 1 final inspection pttrsrant to paragaph'14;11, from failure�lo comply with the:Qmlrsci Documents or the terms of any special guaiintees specified Iherek or from COTv"CRACTOR's continuing obligatiays;under. the. Contract Documents: aiid 14.15.2. A .waiver of; all; -clitims ,by CONTRACTOR' .against OWNER other than thbia•previously tirade in writing *4 still unsettled. ARTICLE. 15SUSPFNSION OF WORK ,4\'D TM'V.1i A:PION 6MVER ;41bv'Susperrd li'rirk:. 15.1. At. any time, und, without, cause, O"t ER, may suspirid'theWorkor arn'portion thereof fora Nriodof not more than ninety Jays.. ev notice in .writing' to. CONTRAC.I61R and FNGIivtER which will Fm the date .on which. Wort: will be resumed CON'rRAC'TOR.shall iesuine•the Work,on the date sS fixed COtMRACfOR .shall be'allmvcd:an idjus.tnent in'the Contract Rice or an. �Ntcnsio-n of the Contract Times, or hot}c directly mtribuahic to a ty such utspzrtsion iF CONTRACTOR 'makes an approved, claim therefor as provided in Articles.11 and12.. .OIVNERalfay Terminate: 15:2: Upon the occurrenm of any one or more of the Following events: 15,2.1. if COS IRACTORperrsistently Fails to perform the Work in accordance wiih,dic Contract Docuroenls, (including. but rot lurlitedto, Failure to supply sufficient skilled workers. or suitable materials or equipment, or failure to adhere to the progress schedule established under paragraph 2;9 M adjustedfront' time to time pursmuopara=.ph 6:6), 1 .2.2 if CONTRACTOR disrcgarUs Laws or Regulations oC any public taffy havirgjurisdict ior>. 15:2.3: if CONTRACTOR disreginnts the authority or sF NGTi`I or 15:2.4: if CUNTRAC:TOR otherwise violates in; any subsuntial way- any provisions• oC the Contract, Documents: -OWNER may. ally eiving CONTRACTOR (and the .surer}', if any) seven days written notice and to the extent permitted. by Laws and Regulatiitru,_laminatn the services of CONTRACTOR exclude CONTRACTOR tmm the,site :and take possession, of the Wark and of ;all CONTRACTOR'S 'tools, appliances, consar ct do equipment and machm y.at. the site and use .the same to he full extant they could be used by CONTRACTOR' (without. liability to CONTRACTOR for trespass or corivcrsimi), ire rpomtc in the Work all mutcnalsand equipment stored at thesiteor for which OWigF.k, has paid EXL)C GENERAL CONDI'nONs 1911143 (1990 E66m) 3 aY Q1TOF. FORT COLLH S M011a9CATIONS(REV 1,7OUX1) CONTRACTOR but. which are stored elsewhere, mtil fmish'theNdrkasOlW. LRmay .dean e:Kpedient In,suLh ,cue CONTRACTOR shell not -be entitled to receive.any further payment until Chic Work is finished If the unpaid balance of the Contract Priceexcemb-all claims; costs, losses and.datnages susta ried by OWNER'ariiing out of or resulting.frorn completing.the We& such exc, ss wUbe patdto CONTRACTOR. '1f.such claims.fwsts. losses and ' darnaees:excecd.such,unpaid balance CONTRACTOR "H pay the difference'w;OWNER. _ Such claims, costs, es ,lossand damages incurred byOWNERwwiU be reviewed by ENGERIN as to their reasornblmiss and ',whiereso approved by ENGlN bER mccirporated ina Change Order. provided_ that :when exercising iary rights cw remedies undW,dtis. p'arag ph C}WINIM'. shall riot he -required Co. obtain the lowest price for die W6rk perf.mned. 15.3. Whcre COY'i'RACTOR's services Have hcen.so tennihated by OWNER, the temmnation,wUl not'alTecl any rights or remedies - of 'OWNF1?. against 'CONTRACTOR thien,existin' " 'hick may,thereatler accrue. -Any, ratantron. or -_payment; of ._mahevs due' CONTRACCOR by 'OWNER wiU itot release CONTRACTOR lronr liability. 15.4. Upon- seven days 'written notice, to CONTRACTOR. ,and F,NGINF.ER, OWNER may, widtout cause and without prejudicc.to any. other right or remedy of 0WNER elect to tertiiinate the. Apscernent. In such ' case, CONfRAC.'TOR. quell' be paid" (without duplication of any items): 15.9.1. foccomplcted and accepmble: Work executed in accordance with.tkc Contract Documents prior to the effective date -of termination. including fair and reasotutblesums for overhad and profit on such Work: 15.42. for expenses.sustamed prior to the effective date of termination in perftxming, services and furrusshing tabor materials or equipment as required by the Contract Documentsin connection with uncompleted Work, plus fiiir and reasonable sums for overhead and proht ort such cxtx:mcs; t543 for :ill tlaumc -costs,. losses, and iAtmages titcurred,:m' settlement of: terminated corivacts with Subcommetbrs. Suppliers arvlothers. ;cod 15A,4. Be rettsonnble tnpenscs directly attributable to termination_ CONTRAC'T.OR'shall•not be paid -on account of less of anticipated probe or revenue or other economic loss arising out Of or resultingg tram such termination. CONTR-I CTOR May Stop lVark-ur.Tamihate: 15.5. IC through: no act or fault bfCONTRACTOR. the Work is suspended far a period,of more than niricty days by OWNER or under an' order bfcourt or other public authority, or F;NG(HEER Fails -to act on any. Application for Pavment within thirty days after it,is submitted or OWNER fails for thirty cl rys to pay CON°MA( CUR any J 1 I I I n 1 I I I I I I I I I •.satin finally determined to be due.�then CQNTRACTOR' may; upon seven .days .written, notice to. OWNTa. and EIGINEEL. aid d provided OIkg4M m ENGRgEER do nut remedy such suspension or failure within that. time. teiminite the Agreemettt and kuvcr .from OWNER' payment on the mine terms as provided in. paragraph 15.4. In lieu of terminatii&.the .4cement and without predudice 'to any other rightor remedy. if LNGINEER hn'failord'to :act on an Application for Payment within thirty days after it is submitted --or OWNER has failed forthirty days to ppay CONTRACTOR any sum finally detaminerl to lx due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINFJ R stop the.W4k until payment of all such amounts due CONTRACTOR, inclUdutg interest thereon The provisions:of, this pantgraph 15.5, -arenot. intended to prcclbde CONTRACTOR front making claim. under.Articles l,l tuid,l2 for an increase in,ContmetPrice or Contract Times'or otherwise for.expenscs.or damage diimtly attributable to;CONTRA(`TOR's stopping Work as mt. peincd�bythisraiagraph:.._ - . AWEICLE 16--:l)ISl'UTE RN_SOLurio i If and to .the recent that OWNER arid CONTRACTOR' 'have agreed on the mcthod'and procedure' for resolving disputes beiween their -that may arise- Under this Agreement,•such dispute resolution method and procedure,, if any, :shall be as set forth in Exhibit GC -A, 'Disrute Rcutlution.Agreernent". to be aaached herctu and made'a ,pail hereof.. If no such agreemem'on the.method,and procedure for resolving suchdisputes. has .been rcichcd, .and subject to the provisions.of pamgaphs9;1Q. 9;11. and 9,12.'OWNL•R and CONTRACTOR may exercise such right s,or remedies iseit_her:may otherwise Have under the Con iractDoatments or bv'Laws or Regulations in respect of any dispute. ARTICLE 17=AQSCELI:ANEOUS Gitvrg Notice: 17.1_ Whenever any provision of the Contract Dueumcnts requires the giving of written notice; it.will be deemed to have been validly given if delivered in person to the iadivitdual or ton member of the firm: or to an Officer of the corporation for whom it is intendc L or if delivered at .sent by registered or certified mail,, postage prgpaid. to the last business address 'known to tar -giver of tlienutice,. 17.2. Computation of Time; 17.2._I. When any period of time .a referred to in the C'untractDocuments by'days, it,will be cvniputed to 4uludc the first and include the last.. clay of such period If the last (Inv of any such period Fills on a Saturday or Sunday or an a day.madc a Icgal holiday by the law of the uppbcablejurisdictioa such day, will. be omitted Rom the computation. FJC'UC CE'N'E[ AL C'ONUMOM 1910.8 (t 9" E,fitim) at Carl' OF PORT C'OLLI NS MOOalC,1T10N$ IREV d.^_(90a) 172 2. A calendar day of iwenty-four hoursmeasured from midnighl.to the next.mitdnight'will constilutc a' JAY. , Nii6ce ofChaim: 17.1. Should OWNER.or CONTRACTOR suffer injury 'or damage, to -,-person. or.property 'because of,any error, omission.or act of the other party or of any of the other 'pnrtys employers or agents-ur olheis. for whose acts the other party is legally -.liable,: claim. ivill be made tn. writing to ;the. other party within a reasonable time of the'firm •obseryanrce ofsuch injury or damage., The provisions of -this paragraph 17,3 shall not be coristnred.as a suisefne .for or a waiver o(the proviaioris of anyapplmaFilcstatute of limitations,or repose.Cuntulatire Reniediea, - 17A. The duties and obligationsimposed by these, General Conditions; and the rights, and •remedies available hereunder_ to .the prtics hereto, and. in particular but without hitiitation, the wfirrantim -guarantees' and paragmphs6,l2,'6lb 6.30,-6.31,632:131 1317,,13.14, 14,3and 15'2'and •ill of the rights and remcdics available tn•OWIN'FR_ and•FNGINEFR thercwid&, arc •in'addition .to, and are n6t to he construed in anyway as a limitation 'of, any riots and remedies available -to any.or all of diem which are otherwise imposed or available by Laws or .Regulations hy'special warmnty or guaramee or by other provisions of the Contract Documents, and the provisions of this paragraph,will be as- effective as if repeated specifically in"the Contract_Docunicnts in connection wi fi each particulanduty; obligation, ri_Ot and.remcdy to which they apply. Prof tonal Fees and Court Cows Included:. 17.5, Whenever reference is made to "claims_ costs, losses anti damages", it shall include in each case, but.not be liar iced to, all tees and chiq es or engineers: architects, attorneys and ,other professionals and all court or arbitration or other dispute resolution casts. 17.1. The laws hLItate of olorildo ,apply_m th s p\6reematl Reference to.nvti pertintrtt Coliir,tdct swggtts areas follow;- 17.6.1. Coloriido Revised Statutes (QRS.S=fl-If-D require that Colorado labor be emploved to perform the Work to hc.extent of m less than SO 1).gamt 0%) of each tvuc of class of .labor in the 5eyeml classifications of skilled and common labor employed on the oroiccL Colorado labor means imv.person who- ir a bona fide resident of the State- of Colorado at the Lime of era-olovinen ' without' discrimination as to race, cblor.creeiL age; reunion or sex 17.6:3. If.a claim is filed. OWNER is reauacd by law (CRS M-26=10).to withhold fromall payments to' CONTRACTOR suRicicnt funds to insure -.the bra micnt of all claims for labor. materials. team hire. sustenance: riroyisi6ns, provender, or other supplies used or consumed by .CONTRACTOR or his 33 iJCOI; (rE>7FRU: CONOI Ti ONl'1911" I I.,." E)Vual} 34 wMY OFFOIiF COLLIMMOOII;ICATIONS gw,v-IROOtq 1 f 7his page Ick hlanL intentional ly. ) 1 I� E.1C DC OE-'lM\f. CONNIIIO; % I .-S I I9:0 Ettitirn I. ' w CPIY OP fORT LOLLI NS \fOU11lGlTIONS f fU:Y-L^Uf101 35 EKE ULNERA : CONoi ni» 1 a 111-S i u?u Echunll 6 nY LI YOF FOWF COLLI NS klCDlFJCA nONS(REV, 200) 11 1 1 1 1 1 i LI 1 1 k 1 1 1 1 EXHIBIT CC -A io Ceneral:Codditions. of Ac-Construction Contimct_06tween, OWNER afiil CONTRACTOR XiM,UTE RESOLUMIN AGREE.N. NT OWNER .and CONTRACTOR hereby agree that Article- 16 .of the General Conditionsof the Construction Contrad between OWMA and C'ONTWACTOR. is amended to include the following atgeement.of the parties: 161- All claims, disputes, and other. matters in question between•OWNEK. and CONIRAC'I'OR •wising not of.or relating to the Contract fbcirmcnts or the breach thereof (except for claims which have inert waived by the making or acceptance of Final payment as provided by' ,paragraph 14.13) .will be decided :by arbitration m �acccrdance,with the (,crtmtction rndustry, Arbitration Rules of ,the Amerimn -Arbitration Am,oCL?uon then obtain' _subject to the (imitations of the ..Article 1.6; This agreement :so to arbitrate and. any other agreement or, ,consent to arbitratcicntcred into -in accordance Herewith as provided in this ..Article 16 will be spccitically enforceable tads the pievailing law,of any court having jurisdiction. 162 No demand for arbitration of any claim; disputer or other matter that is required ;to be .referred to Eli MME•R initiallyfor decision in accordance with paragraph 0-11 will be made until the earlier of (a) the date on which HNGIVEF.R has rendered,a written decision or (h) the thirty-first day after the partiLi have presented their evidence to ENOINImR if a written decision has not been rendercdby FNt GINF.ER bc(ore that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after. the -date on which ENGiNF.I:R. has rendered a written decision in respect thereof in accordance with pamgiaph 9.1 h and the More to demand, arbitration within said thirty days" period will result: in ENGi24M' s decision being. finial and binding upon OWNER and CONTRACTOR If ENGINEER reWers a decision after arbitration proceedings have been initiated such decision may be entered as evidence but will nor supersede the arbitration proccedings, except where the decision is acceptableto the parties concerned. No demand for arbitration of any wYiuen decision of ENGINEM rendered in accordance with paragraph 9.10 will be made Later than ten days attar the pa ny.imi ing such demand has Mivered written notice'of intention to appeal as provided in paragraph 9_10. .16:3. Notice or the demand fir arbitration will be fled in writing with the other party to the Agreement and with the American Arbitration association, and a copy will be sent to E\TGCIELR for informatibri The demand for arbitration will be made within the dany:duv or tcnahy Period 4vulic l in paragraph 16.2 as applicable, and in all other cases Niiihin a reasonable time after the claim- dispute or.oths matter in gtte_stion has arisen, and in no event shall any such demandbemade after the date when institution of legal or equitable proceedings based on Stich claim- dispute or other mans in question would Ix barred by the applicable statute of limitations EXIDC;QENeR LCONorrlONSigto-an9goLoiiml w/ CITY OF FORT COLLI BNB .MODIFICATIONS (RF.'V 909) '16.4: F_, eo pf as provided.irrp ggraph 16-5 below, no arbitration arising: out'of or relating to the Contract Documents shallinclude by corisohdition.'joinder or in any other manner any other person or enuty (including ENGINEER.iENGiNEEWs Consultant and'the officers, directois,.agents, employees, or consul tams of any pf them). who -is nouriparty tiSthis contract unlesy: 16.4.1. thwinclusion of such other person or entity is necessary if complete refief is to'be afIbrdeil among those who sire already parties to the arbitratiun, and 16.4.2. such other person; or entity,•is substantially involved in queslion-of law orCact which is,C-?Tmon 'to those who are already partiess to the arbitration and' which will.arisc in such proceedings, and 16.4.3. the. written consent of the other person or entity sought to be included' and of OWNER :and CONI f AC.I.OR has been ohiained for such inclusion;. which consent shall make specific ;reference to this pntagmph: but no such consent shall constitute consent. to arbitration of any dispun: notspecifirally described' in such consents to arbnranonwali:any l3a y not specitieally identified in such consent. 16.5: Notwithstanding paragraph 16.4, if a claim.. dispute or other marts in question between OWTTER'and CONTRACTOR involves the Mork of a Subcontractor, either OWNER or COV'rRACTOR may join, such :Subcontractor as a parry to the arbitration benve M)iNER and CONTRACTOR hcrcundcr, CONI'RA(7170_R skill include in all subcontracts required by paragraph 6.1.1 a sp-cihc provision whereby the, Subcontractor consent%to Iremg joined in an arbitration between OWNER, and CONTRACTOR involving the Work oC such: Subcontractor. Nothing, in this paNraph 165 nor in the provision of -such subcontract amseriting to joinder shall create . any claim, neht tv cause of ;action in Grvtu -of Subcontractor and against OWNER, ENGINEER or ENO DIM FCs Cortsupants that does riot otherwise emst. IC.G.. The award rendered by the arbitrators will be Final, judgment may be entered upon it in any court haying jurisdiction-dternaQ and it will not be subject to modification or aPPeal. 16.,7. OWNER and CONTRACTOR agree that they shall lust submit anv. and all unsettled claims, count relaiins; disputes and other matters in question between them arising out. of or relating to the Contract documents or the,breuch thereof ("disputes""). to mediution by [he American Arbitration Associationtinder the Construction Industry Nfediation Rules or the Amerimn Arbitration Association"prior to either of them initiating against the, other a -demand for arbitration pursuant to pamg�aphs 16,1' through 16.6; unless delay in initititing. arbitration would irrevocably prejudice one of the Partiex The respective thirty and ten day time limits within which to file a demand feriarbitratiori asprovided in paragraphs 16,2 and 1'6:3 ubove shall' be suspended with respect to is dispute submitted to mediation within those same applicable time limits and shall.rrmautsuspetrded until ten days after the termination of the mediation The mediator of any dispute sulmtitted to niediation under this Agreement shall not serve o-s arbitrator of such dispute unless olhenvisr anrecd. C;e-Al 1 FICTic CENFRAf. t'MDIn()NS 191Q-S (094 rdlim) �w Cl. Y OF FORT COLLI.NSMODIFICATIONS IR6V 9/911 1 1 SE IJ L_ J 1 1 1 1 I 1 1 SECTION 00800 SUPPLEMENTARY CONDITIONS M M M M SECTION 2500 QUANTITY ESTIMATE STREET FROM 'I'O Bobcat Style } Milling Bobcat Style Milling- Add. Inch '1'hickuc Cencral Excavation <I00 cy Excavaliml- Muck Borrow <1001,01, Rock Wattle Crumb Rubber Wattle Adjw[Vahe Box Adj. V-box w/ Tyler 6N60 Series, Item R6Y, Screw Type Adj.<3" Riser KINGSTON WOODS U..' S\' SY-IN 11CY CY TON LF' LF' E.x G,\ IIMDI DK I'ATI'ERSON Ill. SANI'ORD Dlt IU.00 out) 1.00 IWI TEKSON CI' PATI'ERSON Ill. END I0.00 2.00 IWITERSON 11_ RICHMOND Dlt GNU 10.00 4.00 RICHMOND Dlt S SHIELDS S'I' W DORSET00'11I IW 10.00 9.00 SANE010) DIt HEIDI Dlt END HIM() 1.00 S-ENGCA S"I' SAKI HOUSI'ON Cllt W I IORSL'T00'I'll ItD 10,00 10.00 2.00 SOUTHRIDGE. GREENS Area Sub Tmai 0.00 0.01) O.UO 11.U0 0,00 40,00 30.00 1900. 0.00 - CENTER GREES BLVD ISOU'1TIKIUGL' GREENS BLVD WESTEND 10.00 0.00 GLEN EAGLE C'T CENTER GREENS BLVD WEST END 10.00 7.O0 GBEENRIDGE C'llt SOU HBIDGI? GREENS BLVD SOUTHRIDGE GREENS BLVD 10.00 10.00 1.00 IIINV \N CT CI'N'I'L'It GItEENS BLVD WESTEND I0.00 0.00 2.00 PEBBLE BHAC'it CI' GLEN HAGLI: CT NORTH FIND I0.UU 2.00 SOUTHRIDGE GREENS III.VD IWI TERSON I'L SANFORD DR I0.00 14.00 Area Sub Total 0.00 O.UO U.UO 0.00 U.UU 40.OU }O.UU 2G.UU 0.U0 RIVEItSIDL AVE IS LEMAY AVE E PROSPECT RU 1 50,00 Arcs Sub T.t.11 0.00 1 0.00 U.UU U.UO U.UU 5U.U0 U.UU U.UU U.OU COULTER S'I SH0R'1THAFS'1' L'NU PDX"I'AIL SI' SUGARPINE S"I' MONT'EItEY Dit 10.00 MON'ITRLY Dlt CONIFEIt ST END SHORTLHAF ST FOXTA 11. S'I' F. WE.LOX LN I0ou SI'I KA ST SUGARPINE ST END SUGAItPING S'I' CONIFER S'I' GNU 1000 YEW Cr SITKAS'I' END I0,00 HUNTINGTON A,"; Twat 0.011 (MM U.OII I1.011 1L011 211.110 20.1)0 0.11ll 0.00 ,A I'ON CI liiiiiiiI IUN'1'INGTON IIILLS Dlt LND Ingo Ib00 HUN'I'ING'I"ONIIII.I.SC"I' END FOSSIL C.H.EEK PKWY I IUN'INUI'ONIIILLSDIt DEARBORN S'I' FOSSIL CREEK PKWY KESWICK CT HUNTINGTON HILLS DR END I0.UU MELROSE CT HUN'I'ING']ON HILLS DR END N01WANDY CI' HUN'I'INGTON HILLS Dlt END IO,00 Area Sub Tmul O.UU O.OU U.UU 0.00 U.U0 20. 0 IU.OU U.OU 0.00 TOTAL UNITS IUU.UU 200.00 25.00 25.00 50.00 390.00 2YO.00 -174.00 Addendum 1 Page 9 of 11 7222 Asphalt Overlay 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-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: 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). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) . I 1 1 1 I �I Rev 10/20/07 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Asphalt Overlay CONTRACTOR: Lafarge West, Inc. PROJECT NUMBER:7222 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL o OF THIS CHANGE ORDER TOTAL C.O.$ 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 Rev10/20/07 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: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. 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. Rev10/20/07 Section 00960 Page 1 Date: 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 Section 00960 Page 2 M M M M M Ml M = = M M = = M Ml= r= M IM TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS Bid Item Unit Number Description Quantity Units Price Amount APPLICATION FOR PAYMENT Work Work Work Completed Completed Completed This Previous To Month Periods Date Qty. Amount Qty. Amount Qty. Amount Stored Materials This Period PAGE 3 Total Earned To Date OF 4 Percent 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 CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 3 Section 00960 Page 4 m [1 [1 2011 ASPHALT OVERLAY PROJECT GENERAL REQUIREMENTS INDEX SECTION 01010 Summary of Work 01040 Coordination 01310 Construction Schedules 01330 Survey Data 01340 Shop Drawings 01410 Testing 01510 Temporary Utilities 01560 Temporary Controls 01700 Contract Closeout 01800 Method of Measurement and Basis of Payment BID 7222 - Asphalt Overlay PAGE NUMBERS General Requirements 1-2 General Requirements 3-4 General Requirements 5-6 General Requirements 7 General Requirements 8-10 General Requirements I 1-12 General Requirements 13 General Requirements 14-15 General Requirements 16 General Requirements 17 Page 118 of 269 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. This work shall consist of asphalt patching, asphalt overlays, asphalt recycling, geotextile paving fabric, and manhole and valve box adjustments on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. C. Construction Hours I_ Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the City Representative. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Project Manager, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner' s costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Darren Moritz/Kathleen Maddux will be the Program Manager/Project Manager). Darren Moritz 970-221-6218 Office 970-556-1495 Cell Kathleen Maddux 970-221-6615 Office 970-222-8781 Cell F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page I of 17 BID 7222 - Asphalt Overlay Page 119 of 269 SECTION oto10 SUNINIARY OF WORK UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 ' Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970.566.4416 Telephone: UNCC / 1-800-922-1987 ' Local Contact: Debbie Kautz 970.689.0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast ' 493-7400 Utility Notification Center of Colorado (UNCC) - 81 1 ' 1-800-922-1987 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 ' Fire: Poudre Fire Authority Non -Emergency: 221-6581 ' Emergency: 911 Police: City of Fort Collins Police Department Non -Emergency: 221-6540 Emergency: 911 Postmaster: ' US Postal Service: 2254111 Transportation: Transfort: 221-6620 1 Traffic Engineering: 221-6630 END OF SECTION Latimer County Sheriff's Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements - Page 2 of 17 BID 7222 - Asphalt Overlay Page 120 of 269 SECTION 2500 QUANTITY ESTIMATE STREET FH0111 'f0 Adj. Bc Replace Top Section V- box Tyler 6850, 14" V-box exten[iml (part only) ']),let 6860,Tylcr 16" V-box Top Section ar w/o Lid (purl only) 6860, 26" V-box'Ibp Section w/o Lid (part only) 'I'olul Valve Replacement ace Adjust Sid. D'IH 24" AJ'usl 1 Special Mil > 24" Adjust M11 Ring w/Lucks _<24" <3" Adjust MII Ring w/Lock <24" >3" KINGSTONWOODS Wails EA EA EA EA NA CA E,\ EA EA Illillll DR PATI'IIRSON Pl. SANFORD DR 1.00 PA'17ERSON Cl' VA'1-1'ERSCIN Pl. END 4.UI/ PA'ITERSON PI- RICHMOND DR END 4.00 RICI IMOND DR S SI IIELDS ST W IIORSHTO0'I'II RD 3.00 SANFORD DR Ii EIDI DR END 2.00 SIiNIiCA ST SAM IIOUSION CIR \V 11ORSI rOOtH RD 1.00 SOUTHRID-GE GREENS Arc. Sub'roml 0.00 0.00 0.00 0.00 0.00 15.00 0.00 0,00 0.00 CENTER GRBHS BLVD SOU'I'I MIDGE GREENS BLVD U'ESTEND 0.00 GLEN EAGI.13 CT CENTER GREENS BLVD W17ST END 4.00 GIIEENRIDGE C'IR SOUTHRIDGE GREENS BLVD SOUTHRIDGE GREENS BLVD 3.00 1IIWAN Cr CENTER G rliNS BLVD WEST END 5.00 PH11131-Ii BEACH CI GLEN EAGIA: C1 NORTH END 2.00 SOUTHRIDGE GREENS 131,VD PATITRSON PI- SANFORD DR I Lou 1 Are. Sub Tmul 0.00 0.00 0.00 0.00 0.00 25.00 1 0.00 1 0.00 U.00 RIVERSIDE AVE SLFMAYAVE EP12D5PECr RD EVERGREEN PARK (2011 PATCHING 1 Arcu Sub Total U.OU O.OU O.UU U.UU QUU 0.0U 0.00 0.00 0.00 COUTAEIR S'1' S[Olt "I'LEAF Sr END FOX ]'All, S'r SIIGARPINE S'I' %ION'ITREY DR MON'J'EREY DR CONil'Ek ST END Sl JORTLEAF S'1% PDXTAIL ST li WILLOX LN SD'KA S'I' SUGARPINE SI' END SUGARI•INE SI' CONIFER ST END YEW C'I' SITKA ST END HUNTINGTON HILLS (2011 PATCHING 1 Area Sub Toml IL00 0.1111 0.00 11.1311 Qllll 11.011 0.1111 QI70 11.011 ASII'I ON CI' HUNTING] ON HILLS DR END IIIINI'ING"ION I11LIS C"I' END FOSSIL CREEK PKWY HUNTING' I' ON BILLS DR DFARBORN S'I' FOSSIL CREEK PKWY K17SWIC'K Cr HUNTINGTON HILLS DR END NI&ROSE C'1% HUNTINGTON HILLS DR END NORMANDY CI' IIUN"I'INGTON IIILLS Dlt END Arcu Sub Tolul U.UO 0.00 0.00 U,00 0.00 0.00 0.00 0.00 0.00 TOTAL UNITS s.00 2.00 5.88 3.00 4.00 I24.00 zLoe n.oe 11.88 Addendum 1 7222 Asphalt Overlay Page 10 of 11 SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractors contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. I. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. The Project Manager shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utilityplans, and their anticipated schedules. 5. The Project Manager shall introduce the project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Project Manager may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. I. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Project Manager. 1.3 PROGRESS MEETINGS A. Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Project Manager or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Program Manager/Project Manager, and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Project Manager or Owner. General Requirements - Page 3 of 17 BID 7222 - Asphalt Overlay Page 121 of 269 LJ SECTION 01040 COORDINATION C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. D. The Project Representative and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION General Requirements - Page 4 of 17 BID 7222 - Asphalt Overlay Page 122 of 269 SECTION 01310 , CONSTRUCTION SECHDULES 1.1 GENERAL , A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. ' 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. ' 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual ' progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work , with the needs of Owner or others. C. The schedule must show how the street, landscaping and various utility work will be coordinated. , 1.3 CONTENT A. Construction Progress Schedule. , 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones B. Report of delivery of equipment and materials. , 1. Show delivery status of critical and major items of equipment and materials. 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. ' 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Project Manager, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: ' 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. ' General Requirements - Page i of 17 ' BID 7222 - Asphalt Overlay Page 123 of 269 ' SECTION 01310 CONSTRUCTION SECHDULES 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting ' Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. I I 1 END OF SECTION General Requirements - Page 6 of 17 BID 7222 - Asphalt Overlay Page 124 of 269 SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Owner will provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needine survevine. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re - staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION General Requirements - Page 7 of 17 BID 7222 - Asphalt Overlay Page 125 of 269 t I 1 I 1 SECTION 01340 SHOP DRAWINGS SECTION 01340 SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections I. Project Manager will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Project Manager prior to the time set forth in the approved schedule will be reviewed at any time convenient to Project Manager before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Project Manager's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Project Manager to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Project Manager's timely review. Failure of Contractor to coordinate submittals that mast be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Project Manager, are at the site and available to workmen. F. Do not use Shop Drawings which do not bear Project Manager's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Project Manager's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Project Manager's notations. Contractor is to proceed with the Work in accordance with Project Manager's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the General Requirements - Page 8 of 17 BID 7222 - Asphalt Overlay Page 126 of 269 e SECTION 01340 SHOP DRAWINGS Contract Documents. Project Manager reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. >. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Project Manager to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Project Manager will review for general information but not for substance. c. For Project Manager to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Project Manager to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 1/2" x l t". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. General Requirements - Page 9 of 17 810 7222 - Asphalt Overlay Page 127 of 269 [1 1 SECTION 01340 SHOP DRAWINGS 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which wilt be retained by Project Manager. 1.4 RE -SUBMISSION REQUIREMENTS A. Make corrections or changes required by Project Manager and resubmit until accepted. B. In writing call Project Manager's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Project Manager on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements - Page 10 of 17 610 7222 - Asphalt Overlay Page 128 of 269 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as 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 are found to be acceptable. Any product which becomes unfit for use after approval shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. 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). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included tinder the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Project Manager/City Representative. B. Contractor shall notify the City Representative 43 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM[ A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractors' control system shall specifically include all testing required by the various sections of these Specifications. General Requirements - Page I I of 17 BID 7222 - Asphalt Overlay Page 129 of 269 ' SECTION 01410 TESTING ' B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the City Representative and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and ' corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to the City Representative weekly. e I I 0 u 1 I I I I I I END OF SECTION General Requirements - Page 12 of 17 BID 7222 - Asphalt Overlay Page 130 of 269 1 M r M IM M M M M M M M M M M M M M M M SECTION 2500 QUANTITY ESTIMATE S'I'Itf l: 1' IItOAI 'I'O Adjust Nill Ring w/Lucks 13" IIBP Grading S,64-28 N'ludilied Binder IrlBP Grading S, 64-22 Binder IIBP Grading SG LIMA Patching Renove & Replace HMA Patching >10" Remove & Replace IiNIA Paver Patching Remove & Replace IINIA Concrete Patching Geotextile Paving Fabric KINGSTON WOODS Unite EA TUN 1 11N TUN TON TON TON TUN 7Y H FIDl DR I'ATTERSON N. SANFORD DR 105.02 12.69 32.10 884.00 PA'IT1iRSON CT VA I -PERSON PL END 268.99 5.35 PA'1T1iRSON H. RICHMOND DR END 580.21 6.39 RICHNIOND DR S SHIELDS S'I' W IIORSETOOTD RD 589.60 107.58 29.70 4,962.89 SANFORD DR IJEIDIDR END 317.23 15.10 69.30 LOM22 SENECA S'I' SAM I IOUS'I'ON CIR %V IIORSF:TOO HI RD 219.01 2.12 SOUTHRIDGE GREENS Arca Sub'1'olal 0.00 0.00 2080.06 0.00 149.23 0,00 0.0u 131.10 6931.11 CENTER GREES BLVD Si)UTHRID(A7 GRIiENS BLVD WEST END 160.79 1.67 1.10 t 1,353.33 GLEN EAGLE CT CENTER GREENS 13LVD WEST END 24s.24 28.55 I8.80 2,089.61 GREENRIDGE CIR SOUTHRIDGE GREENS BLVD SOUTHRIDGE GREENS BLVD 283.81 3.75 IIIWAN CT CT'.N'I ER GREENS BLVD WFS'T END 222.28 17.70 10.10 1,871.08 PEBBLE. BEACH C'I' GLEN EAGLE CI NORTH END 110.64 12.19 31.00 931,30 SOUTI]RIDGE GILEENS BLVD I'ATrERSON I'L SANFORD DR 1,319.48 19.15 ONLY)RIVERSIDE (i6l I PATCHING Arc. Sub Total 0.00 0.00 2345.24 0.00 83.OI 0.00 U.UU 61.00 6245.31 RIVERSIDE AVE IS I.I3NIAYAVh EPROSPECr RD 31.10 227.50 PARK (2011 PATCHIII�G ONLY)EVERGREEN Ara Sub Total 0.00 QUO 09U O.UO 31.10 O.OU O.UO 227.50 U.00 COULTER S'I' SH01YI'LEAF ST END 5.90 FOXTAIL ST SUGARPINB ST MONTEREY DR 26.17 204.50 MONTEREY DR CONIFER ST END 11,09 6.00 SHORTLFAF ST FOXI'AIL S'I' E WILLOX LN 3.75 0.00 SITKA ST SUGA10PINE ST END 6.42 15280 SUGARPINE S'I' CONIFER JI' END 9.01 65.20 YEW Cr SITKA ST END 1.08 0.60 ONLY) Area Sub Towl O.UU 0.00 11.1111 U.UII 63.42 Qaa U.UO 42Y.IU U.UII ASH I'ON CT I LUNTINGTON I IILLS DR END 1.6U HUNTING' I' ON IIILLS C"I' END FOSSIL CREEK PKWY 2.67 92.80 I IUNTINGTON HILLS DR DEAIBORN S'I' FOSSIL CREEK PKWY 18.07 11290 KESWIC'K CC IiUN,rINGTON HILLS DR END 1.60 77.20 MELROSE CT [ION' I'ING'ION HILLS DK END 5.77 6.UO NORMANDY CT IIIIN HNGTON IIILLS DR END 1.60 3.90 Mca Sub T.W 0.00 U.00 0.00 0.00 31.31 0.00 0.00 292.70 0.00 ` TOTAL UNITSI 12.00 i 22,735.36 '13,266.05 0,00 IJ54.89 : 421.83 0.00. 3,141.90 147,781.99 Addendum 1 Page 11 of 11 7222 Asphalt Overlay SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. I. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION General Requirements - Page 13 of 17 BID 7222 - Asphalt Overlay Page 131 of 269 I u [I t 1 SECTION 01560 TENIPORARY CONTROLS 1.1 NOISE CONTROL A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. I. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Temporary materials such as straw bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. General Requirements - Page 14 of 17 BID 7222 - Asphalt Overlay Page 132 of 269 SECTION 01560 TEMPORARY CONTROLS L5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the current "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. 1.6 HAUL ROUTES The City reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION General Requirements - Page 15 of 17 BID 7222 - Asphalt Overlay Page 133 of 269 ' SECTION Ot700 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities damaged or soiled during construction. The City Representative will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on thejob site, and make available to the City Representative and/or Project Manager upon request, one current marked -up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. ' B. These record drawings along with any survey records, photographs and written descriptions ofsaid work as may be required by the Project Manager shall be submitted prior to project acceptance. 1 1 11 [I END OF SECTION General Requirements - Page 16 of 17 BID 7222 - Asphalt Overlay Page 134 of 269 SECTION 01800 ' METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK ' A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE ' A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection ' therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the ' work. C. Unit prices shall govern over extensions of sums. ' D. Unit prices shall not be subject to re -negotiation. 1.3 ESTIMATED QUANTITIES ' A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. , B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated ' amount therefor. END OF SECTION ' i General Requirements - Page 17 of 17 , BID 7222 - Asphalt Overlay Page 135 of 269 I 1 SECTION 02000 PROJECT SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction', 2005, and the current Larimer County "Urban Area Street Standards", (hereafter referred to as the "Standard Specifications") are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. ' INDEX OF REVISIONS SECTION 1 I� i 104 Traffic and Parking Control 105 Control of Work 107 Protection and Restoration of Property and Landscape 108 Prosecution and Progress 109 Measurement and Payment 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 208 Erosion Control 210 Reset Structures 306 Reconditioning/Asphalt Recycling 307 Stabilized Subgrade — Class C Fly Ash 401 Plant Mix Pavements 403 Hot Mix Asphalt 403 Hot Mix Asphalt - Patching 420 Geotextile Paving Fabric 627 Pavement Marking 630 Construction Zone Traffic Control BID 7222 - Asphalt Overlay Page 136 of 269 REVISION OF SECTION t04 ' TRAFFIC AND PARKING CONTROL Subsection 104.04 shall include the following. , It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic; the street(s) shall be posted for "NO ' PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, date and times that the message on the sign is in effect. (For example, if street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., PATCHING.) See sample "NO ' PARKING" sign. "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. All information on the "NO PARKING" signs, with the exception of the type of work, date and times shall be in block ' letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the no parking notification, the ' Contractor shall First make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor should notify the City Representative to arrange for any required towing. If the No Parking sign has been in place for a minimum of 24 hours, then the City will make every , reasonable effort to remove the offending vehicle within four (4) hours of notification by the Contractor. The Contractor shall not be entitled to any additional compensation for delays associated with the towing of illegally parked vehicles. Any work done by the Contractor without traffic control or traffic control No Parking signs will not be paid for under the ' terms of this Contract. The Owner shall deduct S 1,000.00 for each traffic control day for said conditions. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the City Representative will meet to discuss the progress of the work and the placement of traffic control devices including "NO ' PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the City Representative. Any necessary adjustments shall be made. At this time the Contractor shall also review with the City Representative the proposed means of handling parking and traffic control for the upcoming work. , It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to all businesses within the project and shall communicate their schedule ' 43 hours prior to work to all businesses and residents effected by their work. Any changes in the traffic control as directed by the City Representative, including additional signs, barricades, and/or Flaggers needed in the field shall be immediately implemented. , Traffic Control costs including but not limited to furnishing equipment, equipment set up/removal/modification, TCS and Flagging personnel, vehicles, phones, notification delivery, hand signs, communication devices, ' sandbags, and all related incidental items required for traffic control under this contract shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work. No measurement or pavment shall be made separately for traffic control related items as specified in the specifications or as directed by the City Representative. See SECTION 630. , Project Specifications —Page I of 42 ' BID 7222 - Asphalt Overlay Page 137 of 269 I i 1 1 1 [1 1 1 1 1 1 1 1 1 1 1 1 NO PARKING Wed July 7 7mmOO AM - 6:00 PM PATCHING END OF SECTfON Project Specifications —Page 2 of 42 BID 7222 - Asphalt Overlay Page 138 of 269 1 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: COOPERATION WITH UTILITIES Subsection 105.10 shall include the following: Reconstruction operations and/or concrete construction at intersections may involve the destruction and replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the contractor at no additional cost. New loop detectors may be installed at other intersections where they do not now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of new loop detectors. Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the installation of the loop detectors will be completed before concrete placement operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.11 shall include the following: City Utilities, Parks, Traffic, Streets, concrete and utility contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the Work without interfering or hindering the progress or completion of the work being performed by other contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely completion of all the work. LOAD RESTRICTIONS Subsection 105.17 shall include the following: The City's commitment to our Environmental Management System (EMS) requires that vehicles on City projects shall comply with the adoption of a "Limitation on Engine telling" to reduce environmental impacts related to construction. Please comply with turning off vehicles instead of idling for long periods (more than three minutes, as a general rule). INSPECTION AND TESTING OF WORK Subsection 105.15 shall include the following: The Contractor shall keep the City Representative informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the City Representative a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the City Representative from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the City Representative or that payment therefore has been included in the progress estimate. Project Spec itications —Page 3 of 42 BID 7222 - Asphalt Overlay Page 139 of 269 I ' REVISION OF SECTION t05 CONTROL OF WORK ' MAINTENANCE DURING CONSTRUCTION Subsection 105.18 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area not be cleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and ' equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the City Representative prior to the commencement of work. The Contractor shall maintain the streets during the construction process as prescribed above. ' If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owner's cost to provide said service. ' All cost of maintaining the work during construction and before the project is accepted will not be paid for separately, but shall be included in the work including all required traffic control devices, personnel, and related traffic control incidentals. 1 1 L 1 1 i 1 1 1 1 END OF SECTION Project Specifications —Page 4 ot42 BID 7222 - Asphalt Overlay Page 140 of 269 1 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 GENERAL REQUIREMENTS INDEX 01010 Summary of Work General Requirements 1-2 01040 Coordination General Requirements 3-4 01310 Construction Schedules General Requirements 5-6 01330 Survey Data General Requirements 7 01340 Shop Drawings General Requirements 8-10 01410 Testing General Requirements 11-12 01510 Temporary Utilities General Requirements 13 01560 Temporary Controls General Requirements 14-15 01700 Contract Closeout General Requirements 16 01800 Method of Measurement and Basis of Payment General Requirements 17 REVISION OF SECTION 107 ' PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Section 107 of the Standard Specifications is hereby revised as follows: ' Subsection 107.12 shall include the following: The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans, details or ' construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location ofsuch underground improvements which may be subject to such damage by reason of his operations. ' Any pruning of vegetation shall require the written permission of the property owner and/or the City Representative. If the area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place ' (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method approved by the City Representative. The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks, ' brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to the proper development of vegetative growth. The material to be utilized shall be approved by the City Representative prior to placement. ' The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be maintained. ' If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken ' place and that the sod will be watered only once. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the ' nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (I) foot. r Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. ' Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense, within three (3) working days from the date of damage. In areas where the City Representative directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. , All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the City Representative. Re -sodded ' lawns shall be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made ' separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. Project Specifications —Page 5 of 42 , BID 7222 - Asphalt Overlay Page 141 of 269 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE In areas where the City Representative directs new work or the reconstniction areas require grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities including all required traffic control devices, personnel, and related traffic control incidentals shall be considered incidental to the work being done and shall not be measured and paid for separately. END OF SECTION Project Speci 6cetions—Page 6 of 42 BID 7222 - Asphalt Overlay Page 142 of 269 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall include the following: A schedule of work must accompany any bid, and shall include number of working days per area to complete all unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project Maps. The schedule should take any priorities into consideration. The schedule should also include projected start and end dates. Individual street quantities are described in Section 02500, Quantity Estimates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. LIMITATION OF OPERATIONS Subsection 108.04 shall include the following: The work shall be completed within the following calendar months: JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC :aaa m�masa. .. aaaa area �za ':aa:aaa � aaerax �a aarauaa .ara.?: ca DETERMINATION AND EXTENSION OF TIME Subsection 108.07 shall include the following: Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the City Representative. All Work is to be complete for a single project area within one hundred fifty (150) working days. Once work required prior to the overlay is completed under separate contract, the City Representative will notify the Contractor that the area is completed. The Contractor shall then mobilize to the area within five (5) working days after receiving notification of its accessibility for arterial streets and within eight (8) working days after receiving notification of its accessibility for collector and residential streets. FAILURE TO COMPLETE WORK ON TIME Subsection 108.08 shall include the following: Failure to meet the agreed upon milestones, mobilize to an area within days specified in 108.07, or fully complete the project in one hundred fifty (I50) working days, shall result in liquidated damages assessed against the Contractor. At the City's option, liquidated damages in the amount ofS1,000.00 per day may be retained from any monies due the Contractor, or the City may retain an additional contractors) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. END OF SECTION Project Speci lications —Page 7 of 42 BID 7222 - Asphalt Overlay Page 143 of 269 I 1 H i 11 REVISION OF SECTION 109 MEASUREMENT AND PAYMENT Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.06 shall include the following: Subsection 109.06 shall include the following: Price adjustments will be paid on a monthly basis for asphalt cement included in the work with the following conditions: A Payment will be based on the pay item quantities per the invoice for the following pay items when asphalt cement is included in the pay items: 403 Hot Mix Asphalt (HMA) B Price adjustments may be either positive or negative dollar amounts. The intention of the monthly price adjustment is to account for direct price increases or decreases due to asphalt cement costs only. Any asphalt cement price decreases will also be passed on to the City in the form of a price reduction. C Vendor will be required to submit HMA monthly pricing including the asphalt cement supplier quote for the upcoming month at least one week prior but no later than the 2"d to the last business day of each month. D In the event a vendor does not submit new monthly pricing for the upcoming month, no material will be purchased from that vendor for that month. E No payments will be made to the vendor without receipt of the asphalt cement suppliers' invoice as verification of the asphalt cement price deviation from the original per ton bid price. The prices submitted for verification shall be for delivered asphalt cement for the respective month of invoicing F Asphalt cement cost adjustments will not be made for any invoices falling wholly after the expiration of contract time. G No pavment will be allowed for anv HMA material that is deemed to not meet the specifications The asphalt cement cost adjustment will be the sum of the individual adjustments for each of the pay items. No adjustment will be made for asphalt cement costs on items other than those shown above. E%AMPLE: The bid price per ton listed in Column l shall be valid and held firm for the entire month of April 201 I.The price listed in Column 2 will be the "Price Adjustment Factor" and shall remain fixed throughout the term of the contract. Bidders will be required to state the April 2011 asphalt cement price per ton. This will be the base price per ton. • Price increases based on the cost of asphalt cement will be allowed per the following: The vendor must use the amount stated for Item A (April 201 I asphalt cement cost per ton) as a base. If the per ton cost of asphalt cement rises, the amount of increase (the new cost per ton less the base amount shown in Item A) will be calculated as "Increment Units" that will be factored into the formula below to establish the amount of allowable increase for a ton of finished product. Each "Increment Unit" will equal $10.00 (example; a per ton increase of 535.00 for asphalt cement will result in 3.5 Increment Units). Partial increment units of 0.50 and above will be rounded up; partial units of 0.49 and below will be rounded down. Project Specifications —Page 3 of 42 610 7222 - Asphalt Overlay Page 144 of 269 REVISION OF SECTION 109 MEASUREMENT AND PAYMENT This formula will be used to calculate the allowable price increases for each finished product: Allowable increase = number of Increment Units x Price Adjustment Factor Note: The above calculation will also be utilized for any Price decreases. Item A: The following bid price is based on the April 2011 price for: Asphalt cement (PG 64-22) S 300.00 /ton MIX DESIGN 1 COLUMN l COLUMN 2 Mix Design Method PRICE ADJUSTMENT FACTOR SHRP N DESIGN 75 OR 100 GR S (PG 64-22) with 20% RAP S 35_00 /ton S 0.39 /ton The following example illustrates a price adjustment using the above examples: April per ton cost of asphalt cement = S300.00 May per ton cost of asphalt cement = S335.00 Note: the figure in Item A will always be the figure that is subtracted from each respective increase per ton cost of asphalt cement. Increment Units = S335.00 - S300.00 divided by S 10.00 = 3.5 (rounded up to 4.0) 4.0 Increment Units x S0.39 Price Adjustment Factor = S 1.56 Original Bid price per ton in Column I for GR S (PG 64-22) with 20% RAP = $35.00/ton New May price per ton for GR S (PG 64-22) with 20% RAP = S 36.56 /ton BASIS OF PAYMENT Subsection 109.04 is revised to include the following: Payment will be made under: Pav Item Pay Unit Force Account (Asphalt Cement Cost Adjustment) Estimate END OF SECTION Project Specifications —Page 9 of 42 BID 7222 - Asphalt Overlay Page 145 of 269 I 1 1 1 1 i 1 1 1 1 1 UJ 1 1 1 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 201.02 shall be amended to include the following: When any tree roots are encountered during construction operations, the Contractor shall notify the City Representative prior to any root removals. The City Representative and the City Forester's representative shall then make a determination regarding removal. Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonal to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. BASIS OF PAYMENT Subsection 201.04 shall be amended to include the following: All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the removal of tree roots including all required traffic control devices, personnel, and related traffic control incidentals. END OF SECTION Project Specifications —Page 10 of 42 BID 7222 - Asphalt Overlay Page 146 of 269 1 I REVISION OF SECTION 202 , REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: ' DESCRIPTION Subsection 202.01 shall include the following: , The intent of this specification is to specify materials and methods for the grinding of existing pavement sections to remove the pavement to a specified depth, the removal and disposition of the ground material, and the preparation of the surface of the base material disturbed by the grinding process. All workmanship and materials shall be in ' accordance with this specification. CONSTRUCTION REQUIREMENTS Subsection 202.09 shall include the following: All concrete marked for repair within areas marked for grinding shall be repaired prior to commencement of the , grinding. The Contractor shall provide a smooth surface suitable for the installation of new pavement to follow. The finished surface shall be free from gouges, grooves, ridges, soot, oil film and other imperfections of workmanship. The completed ground surface shall have a uniform textured appearance. It is the intent of this specification that the finished cross section of the roadway will be improved to eliminate excessive crown, excessive lips at the gutter pan areas and that the overall ride quality of the roadway section will be improved. The existing pavement shall be ' ground to the depth specified. Allowable tolerance for the pavement removal shall be t %," from the specified depth. In areas where the grinding process disturbs the existing subgrade/base course, the Contractor shall utilize a rubber tired roller to re -compact the surface. This item will not be measured and paid for separately but shall be included in , the price for Removal of Structures and Obstructions (Grinding/Surface Preparation). If, in the opinion of the City Representative, the subgrade material/base course is unsuitable and will require additional grinding and/or excavation, the City Representative will direct the Contractor to perform the work in , accordance with this specification, Section 203 - Excavation. The method of work and payment are covered in the appropriate specification. ' Stockpiling of ground materials or cuttings shall not be permitted on the project site. All ground materials shall become the property of the City of Fort Collins and shall be delivered by the Contractor to the City's site at 1500 Hoffman Mill Road. , A grinding machine shall be used by the Contractor to perform the grinding operation. The equipment shall be self- propelled with sufficient power, traction, and stability to maintain adequate depth of cut and slope. The equipment shall be capable of accurately and automatically establishing a finish profile grade along each edge of the machine within t W' of the specified depth. , The grinding depth along the curb and gutter shall always be one inch (I") greater than the specified depth. This item will not be measured and paid for separately but shall be included in the unit price for grinding to the specified , depth. The grinding machine shall be equipped with an integral loading and reclaiming means to immediately remove the materials being cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. The ' machine shall be equipped with a means to control the dust created by the cutting action and shall meet or exceed all local, state and federal air pollution laws. Project Speci fications—Page II of 42 , BID 7222 - Asphalt Overlay Page 147 of 269 I I 11 11 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS A skid -steer style planer attachment shall be used by the Contractor to perform the grinding operation with an approximate width of two (2") feet. The equipment shall be self-propelled with sufficient power, traction, and stability to maintain adequate depth of cut and slope. The Contractor shall also provide adequate backup equipment (mechanical street sweepers, loaders, water truck, etc.) and adequate personnel shall be provided to insure that all cuttings are removed from the roadway daily. It is the intent of this specification is that the ground section will be paved back as follows: On streets where the grinding depth is such that the aggregate base course is to be replaced, the aggregate base course shall be placed the same day as the grinding and the bituminous paving (1st lift) within 48 hours of the grinding. The City Representative reserves the right to require that the ground section be paved back immediately in the case of grinding done on Friday in the event that severe weather is imminent, or in the case that the ground section presents an extreme safety hazard to the traveling public or inconvenience to the residents. In the event that the ground section is not paved back the same day as the grinding, the Contractor shall provide access to the residents as directed by the City Representative. In the event that the ground section is not paved back,the same day as the grinding, the Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The City Representative may require that the pavement grinding operation be referenced from an independent grade control in those areas where the existing curb and gutter or roadway surfaces have deteriorated. In the event that the entire pavement width along a section of roadway has not been ground to a uniform surface by the end of the work period resulting in a vertical longitudinal face exceeding one inch (I ") in height, this longitudinal face shall be sloped in a manner acceptable to the City Representative so as not to create a hazard to traffic using the roadway during periods when the construction is not in progress. Transverse faces that are present at the end of the working period shall be tapered at a 3:1 ratio (three (3") inches horizontally for each one (I") inch of vertical drop.) The grinding machine shall not be operated within the close proximity to manholes, inlets, valve boxes and other obstructions that have not been lowered to avoid damage to these structures. (See Revision of Section 210 —Reset Structures for requirements for referencing structures during construction.) The approaches to and from these structures shall be tapered to allow a smooth transition over these structures to accommodate traffic flow over the manhole, valve box or other obstruction. Allowable taper shall not be greater than one quarter inch vertical rise per one foot distance from the structure. All curbs, gutters and other surfaces shall be cleaned of all debris and left in a neat and presentable condition at the ' end of each working day. The Contractor shall use all means necessary to prevent the spread ofdust and debris during the performance of the ' work. Where equipment comes into contact with tree branches and other plant material, the contractor shall exercise suitable caution to avoid damage to all trees, shrubs, and other plant material. All trimming shall be performed under the direction of the City Representative. Project Specifications —Page t2 of 42 BID 7222 - Asphalt Overlay Page 148 of 269 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS METHOD OF MEASUREMENT Subsection 202.11 shall be revised to include the following: The accepted quantities of Grinding and Surface Preparation will be paid for at the contract unit price per square yard including haul. The removal of material in areas not accessible to the grinding machine will be paid for at the contract unit price for Grinding. Taper Planing shall consist of cold milting along the gutter at a depth specified by the City Representative tapered to a depth on the other side of the mill of zero inches (0"). The width for Taper Planing shall be primarily 6 feet. Taper Planing shall be paid at the contract unit price per lineal foot. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment will be made under: Pay Item Pay Unit 202.10 Grinding (Planing)/Surface Preparation Depth < 3 inches Square Yard 202.20 Grinding (Planing)/Surface Preparation Depth > 3 inches to 5 inches Square Yard 202.30 Grinding (Planing)/Surface Preparation Depth > 5 inches to 7 inches Square Yard 202.40 Grinding (Planing)/Surface Preparation Depth > 7 inches to 9 inches Square Yard 202.50 Taper Planing Along Gutter Lineal Foot 202.60 Bobcat Style Milling < 3" Square Yard 202.70 Skid -Steer Style Milling — Additional Inch Thickness Square Yard - Inch The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, all required traffic control devices, personnel, and related traffic control incidentals,and for doing all work involved in the Grinding and Surface Preparation, including haul, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 13 of 42 BID 7222 - Asphalt Overlay Page 149 of 269 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 203.01 is revised to include the following: This work shall consist of removing and disposing of the existing pavement, base or other material, preparing the ' subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the City Representative. All excavation will be classified, "General Excavation", "Muck Excavation", as hereafter described. The Contractor shall dispose of all excavated material. ' Subsection 203.02 is revised to include the following: (a) General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. (b) Muck Excavation shall consist of the removal of unstable soils unsuitable for construction not being removed ' under some other item. Subsection 203.03 is revised to include the following: ' Borrow material shall meet the grading requirement for Class I (Pit Run) or Class d (Road Base) Aggregate Base Course. (The Class 1 Aggregate Base Course does not need to be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications.) The material required for a specific location shall be directed by the City Representative COSNTRUCTION REQUIREMENTS ' Subsection 203.04 is revised to include the following: The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The pavement areas to be removed will be marked on the surface by the City Representative with paint. A straight vertical cut shall be made through the pavement to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting shall not be allowed. If, in the opinion of the City Representative, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. After the material has been removed to the depth specified by the City Representative, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller and/or other compaction equipment as approved by the City Representative. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Muck Excavation: Where excavation to the finished grade section (including General Excavation and Patching) ' results in a subgrade of unsuitable soil, the City Representative may require the Contractor to remove the unsuitable materials and backfill to the finished grade section with approved material (asphalt or borrow). 1 Project Specifications —Page 14 of 42 BID 7222 - Asphalt Overlay Page 150 of 269 I SPECIFICATIONS 02000 Project Specifications 02500 Quantity Estimate 03000 Details 03500 Index & Maps 04000 Erosion Control & Inlet Protection I I J IRev10/20/07 Section 00020 Page 2 REVISION OF SECTION 203 EXCAVATION AND ENIBANKNIENT After the material has been removed to the depth specified by the City Representative, the Contractor shall prepare the subgrade with a sheepsfoot roller, rubber tired roller, vibratory plate, steel drum roller, and/or other compaction equipment as approved by the City Representative. The subgrade preparation shall not be measured and paid for separately but shall be included in the contract unit price for Muck Excavation. Borrow: Borrow shall be placed as directed by the City Representative. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for water and compaction shall be included in the Contract Unit Price for Borrow. METHOD OF MEASUREMENT Subsection 203.I3 shall include the following: The Contractor and the City Representative shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the City Representative to measure any work and perform other work that would prevent the City Representative from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the City Representative. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade preparation, haul and disposal will not be measured and paid for separately. The accepted quantities of Borrow will be paid for at the contract unit price per ton. Compaction and haul will not be measured and paid for separately. Material used for the Haul and Place Recycled Asphalt item will be provided, loaded, and weighed by the City at the Hoffman Mill pit. Payment will be per ton of material delivered and placed on the site. The unit price for Shouldering does not include material. BASIS OF PAYMENT Subsection 203.14 shall include the following: Payment will be made under: Pav Item Unit 203.10 Excavation —General Less Than 100 CY Cubic Yard 20320 Excavation —General Over 100 CY Cubic Yard 203.30 Excavation — Muck Cubic Yard 203.40 Borrow —Less Than 100 Ton Ton 203.50 Borrow — Over 100 Ton Ton 203.60 Haul & Place Recycled Asphalt Ton 203.70 Shouldering L.F. The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, all required traffic control devices, personnel, and related traffic control incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading and disposal of unusable materials, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 15 of 42 BID 7222 - Asphalt Overlay Page 151 of 269 I 1 1 1 1 11 REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be revised as follows: This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the life of the Contract and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any state waters. Work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), The City ofFort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures contained herein, section 04000. Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or offsite) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor MATERIALS Subsection 208.02 shall be revised as follows: Contractor will submit the type of material to be used for erosion control measures prior to beginning the work. Straw wattles shall not be allowed. CONSTRUCTION REQUIREMENTS All erosion control measures must be installed prior to starting work. It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. Inlet filters All storm drainage system inlets shall be filtered unless better treatment is available before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drain systems that will be operational before the drainage basin is stabilized. Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure D- 23. Drop Inlets in paved areas shall have gravel filters Figure D-24. Materials other than straw bales must be demonstrated to provide the same level of treatment before acceptance by Fort Collins. Straw bales shall be placed in a single row tightly butted end -to -end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be wedged between bales and soil shall be backfilled three inches against the filter. Curb-openino Inlets Curb -opening Inlets shall be filtered with a combination of concrete blocks, 1/2 — inch wire screen and coarse gravel (3/4 — inch) constructed according to Figure D-25, or as Approved by the City Representative. Project Specifications —Page 16 or42 BID 7222 - Asphalt Overlay Page 152 of 269 REVISION OF SECTION 208 EROSION CONTROL Maintenance The contractor shalt continuously maintain all erosion and sediment control features so that they function properly during site construction. See Detail SC-5 contained herein. All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Removed sediments shall be deposited in an area tributary to a sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets. METHOD OF MEASUREMENT Subsection 208.07 is revised to include the following: Payment will be made by the lineal foot for inlet protection at each location within the area as required by the City Representative. When work begins in a new area, an additional payment will be made for protection of the inlet locations in the new area designated by the City Representative. The length shall be sufficient to protect the opening and sides of the inlet grate. A maximum of four (4') lineal foot additional to the opening width shall be paid. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional lineal foot payment will be made for the protection of the location. 1. Inlet protection shall include sufficient length to protect around the perimeter of the grate on a standard size inlet opening. A protection device shall be installed on the down hill side of the truck washout area and shall be considered incidental to the work and not be paid for separately. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work. Street sweeping will not be measured or paid for separately but shall be incidental to the work. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 208.08 is revised to include the following: Payment will be made under: Pay Item Unit 208.10 Rock Wattle 208.20 Crumb Rubber Wattle 208.30 Straw Bales END OF SECTION Project Specifications -Page 17 of 42 Units L.F. L.F. E.A. BID 7222 - Asphalt Overlay Page 153 of 269 i i k 1 1 REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 210.02 is revised to include the following: Manholes, valve boxes, meter boxes, and all other similar structures located in a pavement shall be adjusted as noted below. Prior to beginning any construction on existing streets that will receive reconstruction and/or overlay, the Contractor shall mark on the curb and gutter with paint the location of all existing structures. These markings shall be maintained by the Contractor until the work has been completed and accepted by the City Representative. The Contractor shall do all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work. Contractor shall verify that manholes and valve boxes can be adjusted prior to the overlay. In the event they cannot be adjusted, or properly fitted with rings, the Contractor shall excavate and adjust prior to the overlay as noted below. All structures shall be adjusted to be 1/8"- 1/2" below the pavement. In locations where a structure to be adjusted is surrounded by a concrete collar, the concrete collar shall be removed and replaced with Hot Mix Asphalt. HBP Grading SG shall be used in all locations except as noted below. In locations where a structure adjustment takes place and no overlay is scheduled, HBP Grading SG shall be placed in the bottom of the patches and shall be left one and one-half (I %z ) to two (2) inches below the existing street surface to allow the patch to be "topped" with a surface course material. The "topping" material shall be Hot Mix Asphalt Grading SX or S on residential and Grading S on arterials or collector streets Hot Mix Asphalt used for "topping" material will be measured and paid for at the contract unit price for Patching. Pavement removal (concrete or asphalt) and placement of bituminous material (Hot Mix Asphalt) utilized for structure adjustment, including Grading SG and "topping" material (Grading SX), shall be paid for under the contract unit price for Patching. Subsection 210.10 is revised to include the following: The City Representative shall determine the method of adjustment for each structure. Valve boxes shall be adjusted by one of the following methods: Adjust by removing the existing pavement (concrete or asphalt), adjusting the valve by turning it to the proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and mechanically compacting bituminous material. This item will be measured and paid for separately under "Adjust Valve Box", not including bituminous material. If the valve box cannot be turned up or can be turned up, but not sufficiently to achieve the proper grade or if the top section of valve box is in poor condition, the Contractor shall excavate around the top section of the valve box, and remove and replace the top section with a longer section. The top section part will be measured and paid for separately tinder the terms of this Contract. The excavation shall then be back filled with Non -Shrink backfill to the top of subgrade, and then material of the same grade and quality as the adjacent pavement shall be placed. A mix design for Non -Shrink back till shall be submitted and approved prior to starting work. These items shall be measured and paid for separately under "Adjust and Replace Top Section of Valve Box", not including the top section part or bituminous material. Project Specifications —Page IS of 42 BID 7222 - Asphalt Overlay Page 154 of 269 REVISION OF SECTION 210 ' RESET STRUCTURES Non -Shrink backfill -- also called Flowable Fill or Unshrinkable Fill -- shall be a Portland Cement Concrete ' Mix. The cement shall conform to the Standard Specifications for Portland Cement, ASTM C 150-85, Type 1/11. The minimum 24 hour strength shall be 10 psi and the maximum 28 day strength shall be 60 psi. The maximum aggregate size shall be one inch (1"). The minimum slump shall be six inches (6") and the maximum, eight inches (8"). The non -shrink backfill shall be consolidated with a mechanical vibrator. . Adjust with adjusting rings or Screw Type Adjustable Risers. These items will be measured and paid for under "Adjust Valve Box with Ring" or "Adjust Valve Box with Screw Type Adjustable Riser", including material (parts). The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. Ifthe Contractor is negligent and breaks the valve box, said valve box shall be replaced at the Contractor's expense. , Adjusting rings for valve boxes shall be of the type manufactured by the Tyler Manufacturing Company or an approved equal. , Valve Box Top Section, Screw Type Adjustable Risers, and Extensions shall be of the type manufactured by the Tyler Manufacturing Company, 6850 or 6860 Series, as approved by the City Representative. Manholes shall be adjusted by one of the following methods: Adjust by removing an area of pavement (concrete or asphalt) with a minimum diameter one foot (1') larger than the structure (centered on the structure) by cutting vertical edges, adjusting the manhole by ' grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade, then spreading and mechanically compacting bituminous material. This item will be paid for under "Adjust Manhole", not including bituminous material. ' Adjust with adjusting rings. This item will be measured and paid for separately under "Adjust Manhole with Locking Ring". Standard/non-adjustable paving rings are not permitted on arterial streets, collector streets, or in the wheel path of a travel lane. Contractor shall verify that the manhole can properly be ' adjusted with a ring to the proposed grade prior to beginning the overlay. The City Representative may allow turnbuckle style paving rings that tighten into place securely When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the , slope of the pavement in both the longitudinal and traverse directions and the inside shall be grouted. Any manhole cover which is unstable or noisy under traffic shall be replaced by the Contractor. If a manhole or valve box is located in an area to be patched or cold milled, it may be adjusted as part of that ' operation utilizing one of the methods listed in the previous paragraphs. The adjustment will be paid for under the matching item. If the structure is adjusted during the grinding or patching operation, the Contractor shall place hot bituminous , material around the structure as directed by the City Representative to insure that it will not be a hazard to vehicular traffic. The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into , manholes, valve boxes, or other structures during the construction process. In the event that a structure was not properly adjusted (i.e. too high or too low), written notice will be given by ' the City Representative to the Contractor requiring the Contractor to make the necessary adjustments within five (5) working days. In the event that the structure is not adjusted within said time frame, the City Representative shall have the right to engage a third party to complete the work, and to withhold the cost of such work from ' payments due the Contractor. Project Specifications —Page 19 of 42 BID 7222 - Asphalt Overlay Page 155 of 269 I n i I I I 1 I 1 REVISION OF SECTION 210 RESET STRUCTURES The City Representative will also notify the Contractor in writing of any structures that were covered during the paving operation. The Contractor shall then have five (5) working days to make said structure accessible or will be subject to the constraints of the previous paragraph with respect to a third party completing the work. In the unlikely event that a structure is adjusted after the overlay is complete, the Contractor must exercise care as not to damage the new pavement surrounding the structure. The "topping" material shall be Grading S or SX on residential streets, and Grading S on arterial and collector streets. Grading SG shall be used for the bottom lifts as described in Revision of Section 403, Hot Mix Asphalt — Patching. METHOD OF MEASUREMENT Subsection 210.12 shall include the following: The accepted quantities of Adjust Manholes, Valve Boxes, and Meter Boxes will be paid for at the contract unit price per each. Non -shrink backfill, concrete, haul and disposal will not be measured and paid for separately but shall be included in the contract unit price for each type of adjustment. BASIS OF PAYMENT Subsection 210.13 shall include the following: Payment will be made under: Pay Item Unit 210.00 Reset Mail Box Each 210.01 Adjust Valve Box Each 210.02 Adjust Valve Box with Ring Each 210.03 Adjust Valve Box with Tyler 6860 Series, Item R 69, Screw Type Adjustable Riser Each 210.04 Adjust and Replace Top Section of Valve Box Each 210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Part Only) Each 210.06 Tyler 6860 Series 16" Valve Box Top Section Without Lid (Part Only) Each 210.07 Tyler 6860 Series 26" Valve Box Top Section Without Lid (Part Only) Each 210.08 Total Valve Box Replacement Tyler 6860 Series, 30" Bottom Section Each 210.09 Adjust Standard Manhole <24" Each 210.10 Adjust Special Manhole > 24" Each 210.11 Adjust Manhole with Ring Each Project Specifications —Page 20 of 42 BID 7222 - Asphalt Overlay Page 156 of 269 1 REVISION OF SECTION 210 RESET STRUCTURES 210.12 Adjust Manhole with Locking Ring < 24" dia., <_ 3" height Each 210.13 Adjust Manhole with Locking Ring < 24" dia., > 3" height Each 210.14 Adjust Manhole with Locking Ring > 24" dia, 5 3" height Each 210.15 Adjust Manhole with Locking Ring >24" dia, > 3" height Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, all required traffic control devices, personnel, and related traffic control incidentals and for doing all the work involved in adjusting structures, complete -in -place, including non -shrink backfill, concrete, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 21 of 42 BID 7222 - Asphalt Overlay Page 157 of 269 I REVISION OF SECTION 306 RECONDITIONING/ASPHALT RECYCLING Section 306 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 306.02 is revised to include the following: Reconditioning shall consist of scarifying and compacting the top 8" of the entire subgrade. Sufficient water shall be a added to meet the density requirements as specified. The subgrade shall be thoroughly mixed and moistened to full depth and compacted as specified in Section 203.07. The reconditioned surface shall not vary above or below the lines and grades as staked by more than 0.04 foot under asphalt or concrete pavement, or 0.08 foot under aggregate base course. The surface shall be tested prior to application of any base course or pavement. All defective work shall be corrected as directed. The surface shall be satisfactorily maintained until base course or pavement has been placed. a Asphalt Recycling shall consist of homogeneously pulverizing and mixing the existing asphalt roadway and underlying base material to a depth as determined by the City Representative. Care shall be taken to insure that the recycling process does not extend into the subgrade material. The resulting mixture shall be pulverized and blended to the satisfaction of the City Representative and meet the following requirements: Minimum Passing It/z" 97-100 % Minimum Passing No. I Sieve 60-65 % I U I 0 0 0 I 1 I 11 The equipment required for Asphalt Recycling shall be a self-propelled, rotary cross shaft mixing machine with a minimum of 400 horsepower and equipped with carbide -tipped teeth. This machine must be capable of making consecutive passes until the gradation requirement is met. The mixer shall be capable of pulverizing and mixing to a minimum depth of 12". The subcontractor performing Asphalt Recycling must have previous experience in the field of in -place Asphalt Recycling. METHOD OF MEASUREMENT Subsection 306.03 is revised to include the following: The accepted quantities of Reconditioning and in place Asphalt Recycling wilt be paid for at the contract unit price per square yard. BASIS OF PAYMENT Subsection 306.04 is revised to include the following: Payment will be made under: Pay Item 306.10 Subgrade Preparation 306.20 Asphalt Recycling (5-10") Project Specifications —Page 22 of 42 Unit S.Y. S.Y. BID 7222 - Asphalt Overlay Page 158 of 269 1 REVISION OF SECTION 306 RECONDITIONING/ASPHALT RECYCLING The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, all required traffic control devices, personnel, and related traffic control incidentals, and for doing all work involved in Reconditioning and Asphalt Recycling, complete -in -place, including compaction, wetting or drying, and finish grading, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project SPee i tications —Page 23 or42 BID 7222 - Asphalt Overlay Page 159 of 269 I ' REVISION OF SECTION 307 STABILIZED SUBGRADE - CLASS C FLY ASH Section 307 of the Standard Specification is hereby revised as follows: DESCRIPTION ' Subsection 307.01 is revised to include the following: This item shall consist of treating the subgrade, existing sub -base or existing base, by pulverizing, adding Class C fly ash, and mixing and compacting the mixed material to the required density. This item applies to natural ground or embankment and shall be constructed as specified herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by the City Engineer. ' MATERIALS Subsection 307.02 is revised to include the following: ' Fly Ash - Fly Ash shall meet ASTM C 618 for Class C Fly Ash. Water - The water used in the stabilized mixture shall be potable. ' CONSTRUCTION REQUIREMENTS Subsection 307.04 is revised to include the following: ' EQUIPMENT ' The machinery, tools and equipment necessary for proper prosecution of the work shall be on the project and approved by the City Representative prior to the beginning of construction operations. All machinery, tools, and equipment used shall be maintained in a satisfactory and workmanlike manner. ' Fly ash is furnished in trucks. Each truck shall have the weight of fly ash recorded on certified scales. CONSTRUCTION METHODS ' General ' It is the purpose ofthis specification to secure a completed course oftreated material which contains a uniform fly ash/soil mixture with no loose or segregated areas; has a uniform densityand moisture content; is well bound for its full depth; and has a smooth surface suitable for placing subsequent courses. It shall be the responsibility of the Contractor to regulate the sequence of his work; to process a sufficient quantity of material to provide fall ' depth as shown on the plans; to use the proper amounts of fly ash; to maintain the work; and to rework the courses as necessary to meet the above requirements. Preparation of Subgrade Before other construction operations are begun, the subgrade shall be graded and shaped to enable the fly ash treatment of materials in place, in conformance with the lines, grades, and thickness shown on the plans. Application The fly ash shall be spread by a method approved by the City Engineer at the rates shown on the plans or as ' directed by the City Representative. Fly ash shall not be applied when wind conditions, in the opinion of the City Representative, are such that blowing fly ash becomes objectionable to traffic or adjacent propertyowners. ' Project Specifications —Page 24 of 42 BID 7222 - Asphalt Overlay Page 160 of 269 SECTION 00020 INVITATION TO BID Rev10/20/07 Section 00020 Page 3 1 I REVISION OF SECTION 307 STABILIZED SUBGRADE - CLASS C FLY ASH During final mixing, the materials shall be sprinkled, as directed by the City Representative, until the proper moisture content has been secured. However, initial mixing after the addition of fly ash will be accomplished dry, or with a minimum of water, to prevent fly ash balls. Final moisture content of the mix, prior to compaction, shall not exceed the optimum moisture content of the mix by more than 2%, nor be less than optimum by more than 2%. Should the natural moisture content of the soil be above the specified range, aeration of the soil may be required prior to addition of the fly ash. Mixing The soil and fly ash shall be thoroughly mixed by approved road mixers or other approved equipment. The mixing shall continue until, in the opinion of the City Representative, a homogeneous, friable mixture ofsoil and the mixture should be added after initial mixing. There shall be a 6" overlap between passes to assure a consistent mix. Compaction 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 moismre. Compaction of the mixture shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted to the specified density. All non -uniform (too wet, too dry, or insufficiently treated) areas which appear shall be corrected immediately by scarifying the areas affected, adding or removing material as required, and reshaping and re -compacting by sprinkling and rolling. The surface of the course shall be maintained in a smooth condition, free from undulations and ruts, until other work is placed thereon or the work is accepted. The stabilized section shall be compacted to the extent necessary to provide the density specified below. DESCRIPTION DENSITY For fly ash treated subgrade, existing subbase or existing Not less than 95% maximum dry density base that will receive subsequent subbase or base courses. (ASTM D 698) For fly ash treated base that will receive surface course. Not less than 97% maximum dry density (ASTM D 698) In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section is completed, tests as necessary will be made by the City Representative. If the material fails to meet the density requirements, the City Representative may require it to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to obtain required density on the next section. Throughout this entire operation the shape of the course shall be maintained by blading, and the surface, upon completion, shall be smooth and in conformity with the typical section shown on the plans and to the established lines and grades. Blading should be terminated within 2 hours after blending of the flyash. Should the material, due to any reason or cause, lose the required stability, density or finish before the next course is placed, or the work is accepted, it shall be reprocessed, re -compacted, and refinished at the sole expense of the Contractor. Reprocessing shall follow the same pattern as the initial stabilization, including the addition of fly ash. Finishing, Curing, and Preparation for Surfacing After the final layer or course of the treated subgrade, subbase or base has been compacted, it shall be brought to the required lines and grades in accordance with the typical sections. Project Specifications —Page 25 of 42 BID 7222 - Asphalt Overlay Page 161 of 269 1 1 1 1 1 1 REVISION OF SECTION 307 STABILIZED SUBGRADE - CLASS C FLY ASH ' (a) The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and "clipped", "skinned", or "tight bladed" by a power grader to a depth of approximately 1/4", removing all loosened stabilized material from the section. Re -compaction of the loose material should not be attempted. The surface shall then be thoroughly compacted with the pneumatic roller, adding small increments of moisture as needed ' during rolling. If plus No. 4 aggregate is present on the surface of the mixture, one complete coverage of the section with the flat wheel roller shall be made immediately after the "clipping" operation. When directed by the City Representative, surface finishing methods may be varied from this procedure provided ' a dense, uniform surface, free of surface compaction planes, is produced. The moisture content of the surface material must be maintained within the specified range during all finishing, and 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 the crown, grade and line shown on the plans. (b) After the fly ash treated course has been finished as specified herein, the surface shall be protected against rapid drying in a thorough and continuously moist condition by sprinkling for a period of not less than 3 ' days, or until the surface or subsequent courses are placed. METHOD OF MEASUREMENT ' Subsection 307.13 is revised to include the following: Fly ash treatment of the subgrade, existing subbase, and existing base shall be measured by the square yard to neat lines as shown on the typical sections. ' BASIS OF PAYMENT ' Subsection 307.14 is revised to include the following: Work performed and materials furnished as prescribed by this item and measured as provided under "Measurement' will be paid for as follows: Pay Rem Unit 307.10 Class C Fly Ash Delivered and Spread ' 12" Depth, 10% by Weight Ton 307.20 Stabilize Subgrade —Tilled & Watered S.Y. ' "Fly Ash Treated Subgrade" will be paid for at the unit price bid per square yard. The unit price bid shall be fall compensation for all correction of secondary subgrade; for loosening, mixing, pulverizing, spreading, drying, application of fly ash, and maintaining; for all curing, including all curing water and/or other curing materials; for all ' manipulations required; all required traffic control devices, personnel, and related traffic control incidentals and for all hauling and freight involved; for all tools, equipment, labor, and for all materials necessary to complete the work, including fly ash, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION 1 Project Specifications —Pape 26 of 42 BID 7222 - Asphalt Overlay Page 162 of 269 REVISION OF SECTION 401 PLANT MIX PAVENIENTS Section 401 of the Standard Specifications is hereby revised as follows: MATERIALS The following two paragraphs shall be deleted from Subsection 401.02 (a)(4) "A sufficient quantity of each aggregate, mineral filler, reclaimed material, and additive for the required Laboratory tests." "The Department will process one asphalt design mix for each pavement grading at no charge to the Contractor. The Contractor will be assessed a charge of S3,000 for testing and evaluating each additional design mix submitted by the Contractor." Subsection 401.02 is hereby revised to include the following: Requests made in writing by the Contractor for changes in the job mix formula will be considered by the City Engineer. A job mix formula shall be determined by the Contractor and submitted to the Project Manager for approval a minimum of one week prior to the beginning of construction for each proposed change. The Contractor shall provide the Project Manager with a report from an independent testing laboratory acceptable to the Project Manager. The report shall state the Superpave properties, optimum oil content, job mix formula, and recommended mixing and placing temperatures. The costs for all job mix formulas shall be the responsibility of the Contractor. If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement used, the City may charge the Contractor for testing and evaluation of the mix designs, including the costs for calibration. Mix design verification testing shall be the responsibility of the Contractor. A minimum of one verification per mix design or one per 10,000 ton of mix used shall be provided to confirm oil content, gradation, air voids, VMA, and stability. CONSTRUCTION REQUIREMENTS Subsection 401.07 shall include the following: Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water, snow, and ice. The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the temperatures specified in Table 401-3, the dates coincide with Table 401-3A, and the City Representative determines that the weather conditions permit the pavement to be properly placed and compacted. Subsection 401.17 is hereby revised to include the following: All pneumatic tire rollers shall be equipped with rubber skirt. END OF SECTION Project Specifications —Page 27 of 42 BID 7222 - Asphalt Overlay Page 163 of 269 REVISION OF SECTION 403 HOT MIX ASPHALT ' Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION eSubsection 403.01 is revised to include the following: This work shall consist of placing the specified depth of Hot Mix Asphalt, Grading SX - Parking Lot Overlay, ' Grading SX, Grading SG, or Grading S, over existing pavement or subgrade surfaces previously prepared by the Contractor or City of Fort Collins Crews, according to the current Latimer County Urban Area Street Standards and Colorado Department of Transportation Design Criteria. MATERIALS 1 1 1 Subsection 403.02 is revised to include the following: Laboratory Mix Design - SHRP Mix, Grading S - The mix design shall be prepared by an independent laboratory acceptable to the City Representative. The criterion for the mix design is as follows: Designed according to most recent set of SUPERPAVE Specifications available at the time A request made in writing by the Contractor for changes in the job mix formula will be considered by the Project Manager. The design mix for Grading S, SX, and SG shall conform to the current Latimer County Urban Area Street Standards and the following: Property Test Method Grading S Grading SG Grading SX Minimum Dry Split Tensile CPL 5109 Strength, kPa (psi) Method B 205 (30) 205 (30) 205 (30) Grade of Asphalt Cement Top Layer PG 64-28 PG 64-22 PG 64-22 Grade of Asphalt Cement Layers Below Top PG 64-22 PG 64-22 PG 64-22 Voids in the Mineral Aggregate (VN[A) % minimum CP 48 (a) (a) (a) Voids Filled with Asphalt (a) (a) (a) (VFA) % A[ NIS-2 (a) Current CDOT Design Criteria (b) Residential 75, Collector 100, Arterial 100 The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of Hot Mix Asphalt (HNIA). This plan shall be submitted to the City Representative and approved prior to beginning the paving operations. When the City Representative 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. Project Speeitications —Page 28 or42 BID 7222 - Asphalt Overlay Page 164 of 269 REVISION OF SECTION 403 HOT MIX ASPHALT A maximum of 20% reclaimed material (RAP) will be allowed for HMA Grading SG, S, SX in both top and bottom lifts. Emulsified Asphalt for tack coat shall be Grade CSS-I h. The tack coat shall consist of a l: t dilution (one (1) part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square yard. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to 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. Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225 F. The existing pavement shall be broomed and cleaned to be free of dirt, water, vegetation and other deleterious matter immediately prior to commencing the paving operation. Edges of the area to be patched shall be sawcut vertically, and perpendicular or parallel to the roadway, as directed by the City Representative. Tack coat shall be placed against clean, vertical edges on all sides of the area to be patched. HMA SX and S, shall be placed in equal lifts two (2") inches. The minimum lift thickness shall be one and one half (1 %") inch respectively. HMA Grading SG shall be placed in equal lifts not exceeding four (4") inches. The minimum lift thickness shall be three (3") inches. Overlaying layers of HMA shall not be placed until the lower layer has cooled sufficiently to provide a stable material which will support the equipment without rutting, shoving or moving in any manner. Tack shall not be required between HMA layers installed on the same day if, upon inspection by City Representative, the surface is clean and dirt and/or debris is not present. Tack coat shall be placed between all lifts when the lifts are installed on subsequent days. Any leveling courses placed shall be paid for at the contract unit price for Hot Mix Asphalt (HMA). Asphalt depths are specified per location in Section 02500, Quantity Estimate. Any deviation from the specified depths shall be approved by the City Representative prior to asphalt placement. METHOD OF MEASUREMENT Subsection 403.04 shall include the following: Hot Mix Asphalt (HMA) Grading SX - Parking Lot, SX— Basketball Court, SX, S, and SG, will be measured by the ton and paid for at the Contract Unit Price for Hot Mix Asphalt. Haul, bituminous materials, aggregate, asphalt cement, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each Hot Mix Asphalt item will not be paid for separately but shall be included in the unit price bid. Load slips shall be consecutively numbered for each day and shall include batch time. Project Speci ticatiaas—Page 29 or42 BID 7222 - Asphalt Overlay Page 165 of 269 REVISION OF SECTION 403 HOT MIX ASPHALT BASIS OF PAYMENT Subsection 403.05 shall include the following: Work performed and materials furnished as prescribed by this item and measured as provided under "Measurement" will be paid for as follows: Pay Item Unit 403.01 HMA Grading SX - Parking Lot Overlay Ton 403.02 HMA Grading SX - Basketball Court Ton 403.03 HMA Grading SX Ton 403.04 HMA Grading S, 64 - 28 Modified Binder Ton 403.05 HMA Grading S, 64 - 22 Binder Ton 403.06 HMA Grading SG Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Hot Mix Asphalt, including compaction, rolling, haul, surface preparation, all required traffic control devices, personnel, and related traffic control incidentals, and bituminous materials, complete in -place, as shown on these plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 30 of 42 BID 7222 - Asphalt Overlay Page 166 of 269 REVISION OF SECTION 403 HOT MIX ASPHALT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work shall consist of excavating pavement areas to the specified depth, preparing the subgrade, and placing Hot Mix Asphalt in accordance with these specifications, and in reasonably close conformity with the lines, grades, thickness and typical cross sections shown on the plans or established. MATERIALS Subsection 403.02 is revised to include the following: The materials shall conform to the requirements of Revision of Section 403 - Hot Mix Asphalt found herein. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to include the following: Patching will be accomplished in the following manner: A straight vertical cut shall be made through the pavement to provide a square or rectangular opening, such that each edge of the finished patch will be parallel or at right angles to the direction of traffic. Wheel cutting shall not be allowed. All patches placed in pavement not to be overlaid shall be saw cut. If, in the opinion of the City Representative, the subgrade material for the patch is unsuitable, it shall be removed to the limits and depths designated. If asphalt is to be placed in the extra depth, the Contract Unit Price for Patching shall be used for measurement and payment. If the deepened section is to be filled with Borrow, the excavation will be measured and paid for under Revision of Section 203 - Excavation and the material paid for under the appropriate item found herein. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. After the excavation has been completed, the Contractor shall prepare the subgrade by utilizing a vibratory plate, roller, or other compaction device approved by the City Representative. After the area to be patched is prepared, the Contractor shall place an emulsified asphalt tack coat on all pavement cut surfaces and on the lip of exposed gutter and crosspan faces that abut these paving areas. Emulsified Asphalt for tack coat shall be grade CSS-lh. The tack coat shall consist of a 1:1 dilation (one (1) part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square yard. Grading SG shall be used in all locations except in locations where patching takes place and no overlay is scheduled. Project Specifications —Page 31 of 42 BID 7222 - Asphalt Overlay Page 167 of 269 ' REVISION OF SECTION 403 HOT NIIX ASPHALT - PATCHING Grading SG shall be placed in the bottom of the patches and shall be left one and one-half (l %z") to two (2") inches below the existing street surface to allow the patch to be "topped" with a surface course material. The "topping" material shall be Hot Mix Asphalt Grading SX for residential streets and Grading S for arterials and ' collectors. Hot Mix Asphalt used for "topping" material will be measured and paid for at the Contract Unit Price for Patching. In locations where concrete repairs take place in an area of a large patch or in grind areas and the grind ' operation does not immediately follow the concrete repair (three (3) days), the Contractor shall remove no more than six (6") inches of pavement. The pavement areas shall be temporarily patched with a minimum of two (2") inches of asphalt. These locations shall be paid under the Contract Unit Price for Patching. Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225' F. ' Pavement areas to be replaced adjacent to concrete repairs shall be as soon as schedule permits. Areas requiring reduction in the quantity for Patching shall be deducted from the pay quantity using the following formula: Deduct 0.054 Tons Per Square Yard Inch METHOD OF MEASUREMENT ' Subsection 403.04 is revised to include the following: Patching and Arterial Patching will be measured and paid for at the Contract Unit Price per Ton. The Arterial Patching item will be used when existing asphalt is equal to or greater than 10". Pavement cutting, excavation, subgrade preparation, haul, disposal, and bituminous materials will not be measured or paid for separately, but shall be included in the contract price for Patching or Arterial Patching. Load slips shall be consecutively numbered for each day and shall include the batch time. BASIS OF PAYMENT Subsection 403.05 is revised to include the following: Work performed and materials furnished as prescribed by this item and measured as provided under "Measurement" will be paid for as follows: Pav Item Unit 403.07 HMA Hand Patching - Remove & Replace Ton 403.08 HMA Hand Patching>10" Remove & Replace Ton 403.09 HMA Paver Patching Remove & Replace Ton The above prices and payments shall include (III compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Patching, including pavement cutting, excavation, haul, disposal, surface preparation, all required traffic control devices, personnel, and related traffic control incidentals, and bituminous materials, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 32 of 42 BID 7222 - Asphalt Overlay Page 168 of 269 REVISION OF SECTION 420 GEOTEXTILE PAVING FABRICS Section 420 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 420.01 is revised to include the following: This work shall consist of placing Geotextile Paving Fabric as manufactured by Phillips Fibers Corporation, Hoechst Fibers Industries, Amoco Fabrics Company, or an approved equal in designated areas in substantial compliance with the plans, specifications and as directed by the City Representative. MATERIALS Subsection 420.02 is revised to include the following: Geotextile Paving Fabric shall be a non -woven, needle -punched pavement reinforcing fabric which conforms to the following properties: Grab Strength, either direction, minimum (ASTM D-4632) 90 Ibs Elongation, either direction, minimum (ASTM D4632) 50 percent Burst Strength, minimum (ASTM D-3786) 185 PSI Weight, minimum 3.6 oz./sq. yd. Asphalt Retention, minimum (TF25 98) 0.2 gal./sq. yd. Melting Point, minimum (ASTM D-276) 300' Fahrenheit The tack coat to be applied to the road surface and/or to the Geotextile Paving Fabric shall meet the following requirements: Asphalt Cement AC-20 Emulsified and/or Cutback Asphalt shall not be used as tack coat for Geotextile Paving Fabric. CONSTRUCTION REQUIREMENTS Subsection 420.03 is revised to include the following: Surface preparation: The pavement to be repaired shall be cleaned and free of dirt, dust, water and vegetation. Cracks shall be cleaned and tilled in accordance with "Revision of Section 403, Crack Sealing' of these Specifications. If the crack filling materials contain volatiles, adequate curing time must be allowed prior to placement of the fabric. The pavement must be cleared of all sharp or angular protrusions. Application of Tack Coat: The tack coat shall be applied at a rate in accordance with the manufacturers specifications (approximately 0.25 gal./sq. yd). Application must be by a distributor. Temperature of the tack coat must be sufficiently high to permit a uniform spray pattern. The maximum asphalt temperature shall be 300' F. Subsection 420.04 is revised to include the following: Geotextile Pavin, Fabric Placement: The Geotextile Paving Fabric shall be placed into the tack coat with a minimum of wrinkles. Project Specifications —Page 33 of 42 BID 7222 - Asphalt Overlay Page 169 of 269 17 I 1 REVISION OF SECTION 420 GEOTEXTILE PAVING FABRICS If Geotextile Paving Fabric folds greater than one inch (I") occur, the Geotextile Paving Fabric shall be slit and allowed to lie flat. Additional tack coat shall be placed as required to insure fabric bonding. If Geotextile Paving Fabric is placed adjacent to patched sections of roadway, the fabric shall overlap said patched section a minimum of 12 inches. All joints shall overlap adjacent fabric approximately 2-6 inches. Transverse joints of the Geotextile Paving Fabric shall be shingled in the direction of the paving to prevent edge pickup by the paver. Additional tack coat shall be uniformly applied to the joints and overlaps to insure bonding. It shall be the Contractors responsibility to maintain the Geotextile Paving Fabric until the overlay is complete. If the Geotextile Paving Fabric begins to be picked up, the Contractor shall immediately broadcast sand or hot mix asphalt over the area or "skid' the Geotextile Paving Fabric with Hot Mix Asphalt SC Type l or 2. Excess sand or hot mix shall be removed before paving. Sand used for this purpose will not be measured and paid for separately under the terms of this contract. Hot Mix Asphalt (SC Type l or 2) used for this purpose will be measured and paid for at their respective contract unit prices per ton. Geotextile Paving Fabric shall be clean, dry and sufficiently bonded to the tack coat prior to commencing the paving operations. Paving operations shall be completed the same day as the Geotextile Paving Fabric placement. METHOD OF MEASURENIENT Subsection 420.09 is revised to include the following: Geotextile Paving Fabric will be measured by the square yard of surface area covered, complete in place, including surface preparation and AC-20 tack coat. BASIS OF PAYMENT Subsection 420.10 is revised to include the following: The accepted quantities of Geotextile Paving Fabric will be paid for at the contract unit price per square yard complete -in -place, including surface preparation and AC-20 tack coat. Payment will be made under: Pay Item 420.01 Geotextile Paving Fabric Pay Unit Square Yard The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing tack coatand Geotextile Paving Fabric, including haul and bituminous materials, complete -in -place, as shown on the plans, all required traffic control devices, personnel, and related traffic control incidentals, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 34 of 42 BID 7222 - Asphalt Overlay Page 170 of 269 I I ' SECTION 00020 INVITATION TO BID ' Date: March 15, 2011 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on April 5, 2011, for the Asphalt Overlay; BID NO. 7222. If delivered, they are to be delivered to 215 North Mason Street, 2nd 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 Bid 7222 Asphalt Overlay. This work shall consist of asphalt milling, asphalt patching, asphalt overlays, geotextile paving fabric, manhole and valve box adjustments, and the associated traffic control on designated streets in the City of Fort Collins. For technical questions, please e-mail Kathleen Maddux, at kmaddux@fcgov.com. ' For purchasing questions, please e-mail John Stephen at jstephen@fcgov.com. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 211 North Mason St., Ind floor, Fort Collins, Colorado 80524. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://secure2.fcgov.com/b3O/login.jsp 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. Rev10/20/07 Section 00020 Page 1 11 REVISION OF SECTION 627 PAVEMENT MARKINGS Sub -section 627 shall include the following: DESCRIPTION This work shall consist of furnishing, installing, and removing temporary pavement marking in accordance with the latest revision of the Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control Handbook, Larimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation, and Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and in conformity to the lines, dimensions, patterns, locations, and details shown on the plans or established by the City Representative. CONSTRUCTION REQUIREMENTS Sub -section 627.10 is revised to include the following: Temporary pavement markings shall be suitable for use on asphalt cement or portland cement concrete pavements and shall be installed on roadways that shall be opened to traffic prior to permanent stripping by The City, and shall conform as follows: I . The surface to which the tape is applied shall be clean, dry, and free of dirt, oils, and grease. The tape/tab shall be pressed down immediately after application, until it adheres properly and conforms to the surface. 2. All roads shall have temporary pavement markings before they are opened to traffic unless City stripping crews have been scheduled to install permanent pavement markings prior to opening the road to traffic. 3 Markings applied to a final surface shall not leave a scar that conflicts with permanent markings. 4. Temporary markings shall be installed in such a way that the markings adequately follow the desired alignment. 5. Temporary pavement marking tape shall be required for all lane lines e. Lane lines shall be "tapped" intermittently with a 2' long by 4" wide reflective temporary strip at 50' intervals. f. It is the Contractor's responsibility to maintain the temporary markings, at the contractor's expense, until the permanent pavement marking is installed by City crews. 6. Removable pavement markings shall be installed in accordance with the manufacture's recommendations and maintained by the Contractor until permanent pavement markings are installed by City crews. 7. Temporary edge lines are not typically required unless specified by the City Representative. 8. All tape shall be removed by the contractor after permanent markings have been completed by The City. Project Specifications —Page 35 of 42 BID 7222 - Asphalt Overlay Page 171 of 269 1 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 i 1 i REVISION OF SECTION 627 PAVEMENT MARKINGS BASIS OF PAYMENT Subsection 627.13 is revised to include the following: All costs for installing and removing temporary stripping shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the installation, removal, and maintenance of temporary stripping including all required traffic control devices, personnel, and related traffic control incidentals, as specified in these specifications, and as directed by the City Representative. BID 7222 - Asphalt Overlay END OF SECTION Project SPee i ticaLions —Page 36 or42 Page 172 of 269 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION This work shall consist of furnishing, installing, moving maintaining and removing temporary construction traffic control devices including but not limited to signs, advance warning arrows panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revision of The City of Fort Collins Work Area Traffic Control Handbook, Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), Larimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation. In the event of a conflict between the MUTCD and the City's criteria, the City of Fort Collins specifications shall govern. MATERIALS Subsection 630.02 shall include the following: All traffic control devices placed for the project must meet or exceed the minimum standards set forth in The City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.09 shall be revised as follows: Traffic control through the construction area is the responsibility of the Contractor When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, shall be removed from the area. Moving will include devices removed from the project and later returned to use. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). In the event there is a violation or safety issue, the City Representative will order a "Stop Work Order" until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the "Stop Work Order". CONTRACTOR RESPONSIBILITY The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians and bicycles. Project SPee i tications —Page 37 of 42 BID 7222 - Asphalt Overlay Page 173 of 269 11 L_J 1 1 [I REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL The Contractor shall use variable message boards to advise road users about upcoming work Arterial and Collector streets. The City Representative will issue direction for the number of boards, general locations for placement, and message verbiage. Fully automated variable message boards shall be installed and operate continuously for all work on arterial and collector streets. 1. Two-way traffic shall be maintained at all times unless approved by the City Representative. Lane width shall be maintained at a minimum of 10' (feet). 2. The Contractor will provide 24 hoar minimum notice to the City of Fort Collins Traffic Department when project operation is near a signalized intersection. 3. The Contractor shall provide and coordinate uniformed police officers for traffic control when necessary for the safety of the workers and traveling public. TRAFFIC CONTROL PLANS Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted on approved forms supplied by the City Representative. A traffic control plan shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA). The typical Traffic Control Plans shall be submitted for approval to the City Representative by 8:00 a.m. two working days prior to the commencement of work. All plans shall be delivered to the City Representative, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be allowed. Typical submittals for residential work scheduled on Nlonday and Tuesday shall be submitted the previous Friday by 8:00 a.m. Full residential road closure plans shall be submitted no later than Friday morning by 8:00 am for projects starting the following week. Submittals for full closures on arterial and collector streets shall be submitted two weeks prior to the commencement of work. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work and Owner shall deduct from compensation S1,000.00 per day for said condition, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The Traffic Control Plan shall include, as a minimum, the following: (I) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type Il, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. Project Specifications —Page 38 of 42 BID 7222 - Asphalt Overlay Page 174 of 269 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned to him under this contract. TRAFFIC CONTROL MANAGEMENT Subsection 630.10 shall be revised as follows: The Contractor shall designate an individual, other than the superintendent, to be the Traffic Control Supervisors. Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project. One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the City Representative for approval a minimum of one week prior to commencement of the work. The Head TCS shall be on site at all times during the construction. It is the intent of the specifications that the Head TCS be the same throughout the project and remains on site at all times during the construction. If, in the opinion of the City Representative, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. The TCS shall be equipped with a cellular phone. The TCS duties shall include, but not be limited to I. Prepare, revise and submit Traffic Control Plans as required 2. Supervise and direct project flaggers. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a. Notifications maybe accomplished by a representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. S. Flagging in emergency or relief for short periods of no more than 15 minutes over a 60 minute period. Project Specifications —Page 39 of 42 BID 7222 - Asphalt Overlay Page 175 of 269 I ' REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL ' 9. Traffic control device set up and removal. 10. Maintain a project traffic control diary which shall become part of the City's project records. This ' diary/log shall be submitted to the City Representative daily and shall include the following information as a minimum a. Date ' b. For Traffic Control Inspection, the time of the inspections c. Project description and location d. Traffic Control Supervisor's name e. Types and quantities of traffic control devices used per approved MHT f. List of flaggers used, including start time, stop time and number of flagging hour breaks g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken Notification of residents and businesses shall be the responsibility of the TCS or TCS Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the City Representative and shalt be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 48 hours prior to the commencement of work. ' Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every ' working day, "on call" at all times and available upon request of the City Representative during non working hours. A 24-hour telephone number shall be provided to the City Representatives. All traffic control devices and traffic control management shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins"' Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic control for street and highway construction, available ' at all times. The following list reflects devices that may be used on the project or as authorized by the City Representative: ' "NO PARKING" Sign with Stand Size A Specialty Sign Vertical Panel Without Light Size B Specialty Sign ' Channelizing Drum Without Light Safety Fence Type I/II Barricade Without Light Light Type III Barricade Without Light Advance Warning Flashing or Sequencing Arrow Panel ' Cone With Reflective Strip Variable Message Board Size A Sign With Stand Size B Sign With Stand ' Project Specifications —Page 40 of 42 BID 7222 - Asphalt Overlay Page 176 of 269 1 REVISION OF SECTION 630 ' CONSTRUCTION ZONE TRAFFIC CONTROL METHOD OF MEASUREMENT All costs associated with the Traffic Control Plan review will not be measured or paid for separately, but shall be considered incidental to the Work. Review fees will not be measured or paid for separately, but shall be considered incidental to the Work. ' The Contractor shall provide the services of the Colorado State Patrol or Fort Collins Police when necessary during the course of the work as instructed by the City Representative. Associated costs shall be incidental to the work. ' The City shall deduct from compensation due the Contractor S10.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the City Representative. Flagger hand signs and devices, such as Stop/Slow paddles, will not be measured and paid for separately, but shall ' be included in the work. The flagger(s) shall be provided with electronic communication devices when required. These devices will not be ' measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. Sand bags and Caution tape will not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of ' Fort Collins Work Area Traffic Control Handbook and the MUTCD, if approved by the City Representative however no payment will be made for the additional panel size. , Business signs and detour placard street names are NOT considered Specialty Signs and will not be measured or paid for separately, but shall be included in the work. The City shall not be responsible for any losses or damage due to theft or vandalism. The City of Fort Collins will ' not be responsible for any damages caused by the Contractor's construction activities to the public. Private or public property which is damaged by the Contractor's equipment or employees will be the sole responsibility of the Contractor. BASIS OF PAYMENT Subsection 630.15 shall be revised as follows: , BASIS OF PAYMENT Subsection 630.15 shalt be revised as follows: ' All traffic control costs including but not limited to furnishing equipment, equipment set up/removal/modification, TCS and flagging personnel, vehicles, phones, notification delivery, hand signs, ' communication devices, sandbags, and all related incidentals required for traffic control under this contract shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work. No measurement or payment shall be made separately for traffic control related items as specified in ' these specifications or as directed by the City Representative. 1 Project Specifications —Pave 41 of 42 , BID 7222 - Asphalt Overlay Page 177 of 269 I 1 I REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE CITY REPRESENTATIVE IN WRITING. NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE CITY REPRESENTATIVE. PLANS SHALL BE APPROVED A MINIMUM OF TWO WEEKS PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. ' NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M. OR 3:30 P.M. TO 6:30 P.M. (EXCEPT IN THE CASE OF AN EMERGENCY). EXCEPTIONS MAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIALS AND COLLECTORS BETWEEN THE HOURS OF 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPNIENT, LABOR, TRAFFIC CONTROL DEVICES AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE CITY REPRESENTATIVE WILL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 (COLLEGE AVENUE) WILL NORMALLY BE RESTRICTED FROM 9:00 AM TO 3:00 PM. NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES, SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE PROJECT MANAGER. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. END OF SECTION Project Specifications —Page 42 of 42 BID 7222 - Asphalt Overlay Page 178 of 269 SECTION 02500 ' QUANTITY ESTIMATE This work shall consist of asphalt patching, asphalt overlays, surface grinding and preparation, geotextile paving fabric, and manhole and valve box adjustments on designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of the bid. ' All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work completed. ' Contractor agrees that he/she will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of Work actually performed and materials actually furnished and the estimated amount in these documents. ' 11 1 1 BID 7222 - Asphalt Overlay Page 1 of 7 Page 179 of 269 m = m m m m m® r m m = = m m m m r SECTION 2500 QUANTITY ESTIMATE S'I'ItEI?I' FRONI 'I'O 202.06 202.07 203.01 203.03 203.04 208.10 208.20 210.01 210.03 Bobcat Style Milling 13" Bobcat Style Wing Milli Add. Inch 'Thickness General Excavation <I00 cy Excavation- Muck Barrow <I00 Toll Ruck Wattle Cru mb Rubber Wattle Adjust Valve Bux Adj. V-box w/ Tyler 6860 Series, Item R6Y, Screw Type Adj. Riser Uuits SY SY-IN CY CY TUN FA EA S LEMAY AVE H HARMONY RD f IORSEP001'11 RD 25.OU 20.UO 18.00 3.00 '1 Area Sub'rol.l 0,00 0.00 25.00 0.00 0.00 0.00 20.00 18.00 3.00 130ARDWALK DR LANDINGS DR E HARMONY RD 2U.00 16.00 r Area Sub Total 0.00 0.00 0.00 W00 0.00 20 00 0.00 16.00 0.00 LINDEN S'r 7E1TIiRSON ST VINE DR 20.00 4.00 WESTDRAKE Area Sub Total 0.00 0.00 U.00 0.00 0.00 0.00 2U.UU 4.00 ILUU W DItAKIi 1") sC01-LLGL AVE MEADOWLARK AVE 50ou 50.00 11.00 � t A.Sub Total 0.00 0.00 0.00 U.00 0.00 50.00 50.00 11.00 O.OU WHE I'ON DI2 S LEMAY AVE Ii HARMONY RD 10.00 10.00 I I.OU Area Sub Total 0.00 0.00 0.00 0.00 0.00 10.00 10.00 11.00 ODO CONIFER ST N COLLEGE AVE N LEMAY AVE 20.U0 2000 14.00 HANIPSHIRE SQUARE Arca Sub Toml 0.00 0.00 (1.00 0.00 0.00 20.00 20.U0 14.00 0.00 VALLIiY PORGIi A\'L' STA- Ii II.I.RD IIAMPSHIRERD 10.00 I0.00 13.00 I IAMPS111RIi SQUARE VALI.HY FORGE AVE VALLLYFORGHAVE 10.00 10.00 7.00 VALLEY F(DRG1! AVL(1'E0L) HAMPSI TIRE RD HAMPSlTIRE S( 10.00 10.00 2.U0 HORSEIrOOTH ROAD, Are. Sub Total 0.00 0.00 0.00 0.00 0.00 30.00 30.00 22.1111 0.00 F. II0ItSH"1'00"171 ROAD COLLEGE AVE TIMBERLINE RD 100.0U -00.00 U.OU 25.00 50.00 60.00 50.00 33.00 3.00 PORTNER Area Sub Twat IUUAII 2a0.00 U.UO 25.U0 SU.IIU 60.UU SLLUU 73AU 3.00 P012'I'NIiR ROAD 1? Tim,B)' RD NOI<TN END 10.00 I LEXINGTON i Area Sub Tull 0.00 U.00 QOU U.UO 0.00 10.00 0.00 O.OU O.OU Slililtltll!LD lilt l?&W IVALLEY FORGI. AVE SIII!I:FII?LII('wW WINDSOR C'OUR"I CONS"I' I' I'UIION AVE EASTEND IU.00 WOODLANDONLY) Area Sub Total O.UO 0.00 0.00 QUU 0.00 10AU U.OU U.UO U.UU GRAND Tli'1'0N PI- ZIEGLER RD MESA VERDE ST 10.t1U 1'Iil.l.0 \1'S'I'ONE C'IR GRAND l7i'I'ON 1'l, END Area Sub Total 0.00 0.00 0.U0 U.00 0.00 10.00 0.00 0.00 0.00 BID 7222 - Asphalt Overlay Page 2 of 7 Page 180 of 269 City of Fort Collins 7 Purchasing ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7222 Asphalt Overlay OPENING DATE: 3:00 PM (Our Clock) April 8, 2011 Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 tcgov. com/purchasing To all prospective bidders under the specifications and contract documents described above, the following changes and additions are hereby made: • The bid date had been changed to April 8, 2011 • Two additional line items have been added to the bid schedule. Item No. 630.00, Construction Zone Traffic Control, has been added to the Base Bid and also for the Bid Alternate 1. ALL TRAFFIC CONTROL to perform the work depicted in the bid documents shall be provided as a lump sum unit cost basis. • Exhibit 1 — Revised Bid Schedule as of 4/1/2011 Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID_ /QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 2 Page 1 of 3 7222 Asphalt Overlay Bid security in the amount of not less than 5% 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 James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev10/20/07 Section 00020 Page 2 SECTION 2500 QUANTITY ESTIMATE 5'1'It li li'I' I+ItUM1'1 TO 210.04 210.05 210.06 210.07 210.08 210.09 210.10 210.12 210.13 Adj. & licplace "I'Op Section V- box Tyler 6box W"V-buz extentiml (purl Only) 'Tyler 686U, 16" V-box Top Section (part w/O only) only) Tyler 6ri6U, 26" V-boz'I'op Section w/o Lid (part only) 'I'olal Valve Box Replacement Adjust Std. M11H 24" Adjust Special MII > 24" Adjust MII Ring w/Lock <24" <_3" Adjust Mill Icing w/Lochs <24" 13" UniU EA EA 6A EA FA EA EA EA FA S LIWAY AVIi li 1iARMONY RD IIORSIi'I'00TH RD 2.00 2.UU 4.00 4.00 Area Sub'I'olul 0.00 2.00 0.00 0.00 2.00 4.00 0.00 4,00 000 IJOARDWALK DR LANDINGS DR E 1IAKMONY KD 11.00 11.00 1 Area Sub T'oml 0.00 0.W) 0.00 0.00 0.00 11.00 0.0o 0,00 11.00 LINDEN S'I' JEFFERSON ST VINIS DR 5.00 4.00 Are. Sub Tula) 5.01) 0.00 U.OU o.UU 0.U0 0.00 4.00 0.00 0,00 W DRAKE RD S CO1.I.FGIi AVE. MEADOWLARK AVE I3.00 9.00 WIIEATON I Area Sub T'olal 0.UU 0.UU ILOU O.OU 0.00 13.00 9.OU O.O0 0.00 WDEAI'ON DR S LEMAY AVE P. HARMONY R❑ 13.0U 71) Are. Sub T.1.1 o.U11 O.Oo O.OU 0.00 - 0.00 13.00 0.00 0.00 . CONIFFIt S'I' N COLLEGE AVE N LENIAY AVE 18.0U Area Sub Toul O.IIU (1.Oo (1.00 O.UO 0,00 I8.00 0.00 O.UO 0.110 KE VALLEY FORGE AVE S TAI-f Ii1L1. RD HAMRSITIRE RD 3.00 II A M I' S I I I R I! SQ 11 A It U VALLEY FORGE AVE VALLEYFORGIi AVE 3.00 VALLEY FORGE AVE(I'FOL) HAMPSHIRE RD HAMPSI TIRE SQ 4.00 HORSET66TH ROAD Area Sub T.a.11 0.00 1 0.00 0.ua 10.00 IL00 0.00 0.00 IF IIORSE-1'001I1 ROAD COLLEGE AVE: T1MBERL1NF RD U.UU 0.O0 5.00 3.00 2.00 7.00 8.00 7.00 �PORTNER Area Sub Total O.W 0.UU S.UU 3.U0 2p0 7.Uo H.UU 7.W 0.00 POR'I'Nlilt ROAD 17TRILBY RD NORTH END 1.00 LEXINGTON Area Sub Tulul 0.00 0.oU O.W 0.UU O.bU LOU O.OU 0.00 0.UU SIwPo'll(I.D CIR Ii ., W VALLEY FORGE AVE S111;vF11i1.D CIR W 3.00 WINDSOR COURT 1CONSTITUTION AVE EAS'I'END 4.00 WOODLANDI Area Sub'rolal U.00 0.00 0.00 0.00 0.00 7.00 U.UU 0.00 1 0.00 GIL\N D'I'li'I'UN PI-"LIL'GLIiR RD MESA VFRDIi ST YFLLOWSTONIi C'IR GRAND'I'ITION H. END Area Sub Talul 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BID 7222 - Asphalt Overlay Page 3 of 7 Page 181 of 269 r m = = m m w m ! m m= m SECTION 2500 QUANTITY ESTIMATE S'1'RGF'1' FROM 'I'O 210.14 403.04 403.05 403.06 403.07 403.08 403.09 403.10 420.01 Adjust D111 Ring 24" Sks >24" <_3" IIBP Grading S, 64-28 Modified Binder HBP Grading S, 64-22 Binder 111111 Grading SC IIMA Patching Remove & Replace IIMA Patching >10" Remove & Replace IIMA Paver Patching Remove & Replace HMAw/L Concrete Patching Ceotestile Paving Fabric UmI TUN I TON TON TON I TUN I TON I TON I %V S LEMAY AVE IE HARMONY RD IIORSE'I'00'1'H RO 4.00 5,J 19.SU 92.34 497.%U 29,SSJ.UU BOARDWALK Area Su6'1'olal 4.00 5319.%II QW 0.110 92.34 QOU O.UU 49Z80 29857.UI1 BOARDWALK DR ILANDINGS DR E HARMONY KD 2,013.66 1 1 1 23.35 421.00 12,337.77 1 Arco Sub Total 0.00 2013.66 1 11.00 1 0.011 1 23.35 1 0.00 1 0.00 421.00 12337.77 LINDEN SI' JEFFE14SON ST VIN13 DR 1, 106.11 &00 1 1 2,500.00 WEST DRAKE Area Sub Total 0.00 0.00 1 1106.1141 0.00 8.U0 1 0.00 1 omo U.00 2500.U0 W DILIKR ItD S COLLEGE AVE IMEADOWLARK AVE 1 2,290.70 1 1 226.89 1 234.85 1 7U.30 9,905.49 WHEATON t' Arcs Sub'Fulal O.OU 2290.70 0.00 UAO 226.89 274.8i 0.00 70.30 9905.44 WIIIiA"I'ON DR IS LEMAY AVE IF HARMONY RD I 1 1 1,251.82 1 1 19.77 Area Sub ToWI 0.00 1 W)O 1251,82 QUO 19.73 0.00 0.00 0.00 0.00 -'ONIFERST N COLLEGE AV LEMAY AVE 3.835.69 38.56 HAMPSHIRE SQUARE Area Sub Total 0.00 OD(1 3835.69 0.1111 38,56 0.00 (L00 0.00 ILOU VAI.I.I?Y FORGEAVE STAFTHILLRD HAMPSHIRE RD 465.70 18.84 HAMPSHIRE SQUARL VALLEY FORGE. AVE VALLEYFORGI?AVE 425.46 45.58 69.70 3,581.J3 VALLEY FORGE AV'E(1'POI.) IIAM1II'SIIIKIi KD It IAMPSI TIRE SO 347.81 108.08 114.60 2,852.22 HORSETOOTH ROAD Area Sub Total 0.00 0.00 123&97 000 172.50 0.00 000 184.30- 643J55 E I10RSE'rOOTH ROAD COLLEGE AVE TIMBERLINE RD 8.00 13,111.2U 184.52 SIO.GO 77,575.75 1 Area Sub Toml 8.00 13111.20 0,00 0.00 184,52 0.00 0.00 510.60 j 73575.75 PORI'NER ROAD li'Fltl Ll3Y RD N012'1'li IiNb 442.97 Lux I86.98 95.40 772%.67 LEXINGTON Area Su1,1'u14 0.00 U.UU 44297 U.00 LU8 I8G 98 0.00 95.4U U.00 Sli liltl°II:LD Cm Ii & W VALI.KY I ORGI', AVE SHEFFIELD CIR W 736.33 3.23 WINDSOR COU16 CONS.rrrUFION AVE EAST END 228.86 4.30 WOODLANDONLY) Arco Sub l'otel 0.00 U.00 9G5. 19 0.00 7.53 0.00 U.00 0.U0 U.UU GRAND T11.1'ON PL JZIrGI,IzH RD IMESA VMWIi S' W.55 100.70 YELLOWSI'ONE 011 GRAND'IF ION PL END 7.77 120.4U Area Sub total 0.00 0.00 000 0.00 22.32 0.00 0.00 221.10 01111 BID 7222 - Asphalt Overlay Page 4 of 7 Page 182 of 269 SECTION 2500 QUANTITY ESTIMATE S'I'Itl?I�. 1' FROM"1'O 202.06 202.07 203.01 203.03 203.04 208.10 208.20 210.01 210.03 Bobcat Style Milling <3" Bobcat Style Nlilliug- Add. Inch 'Thickness General Excavation <IUU cy Ezcavation- Muck Borrow <IU0'I'on Rock Wattle Crumb Rubber Wald Adjust Valve Boxo Adj. V-box sv/ 'Tyler 6860 Series, Ilem R69, Screw Type Adj. Riser Units I SY SY-IN I CY CY TON k:A EA 11131DI DR PA'17I7RSON 11. SANFORD DR 10.00 0.00 I.UU PAVI'ERSON CT PA17ERSON H. END 10.00 2.00 PA17HRSON PL RICHMOND DR END IU.ou 4.UU RICHMOND DR SSI HELDS ST W I IORSEFOO'N IILD 10.00 LUU SANFORD DR HEIDI DR END 10.00 1.00 SENECA Sr SAM IIOIJS'I'ON CIR W HORSET I'00I'll ILD 10.00 10.U0 2.UU Area Sub Tmal 0.00 0.00 0.00 0.00 0.00 40.00 30.00 19.00 0.00 SOUTHRIDGE GREENS CENTER GREES BLVD SOU HRIDGE GREENS BLVD WESTEND 10.00 0.00 GLEN EAGLE CT CENTER GREENS BLVD WEST END 10.00 7.00 GREENRIDGE CIR SOUI'I IRIDGE GREENS BLVD SOUTBRIDGE GREENS BLVD 10.00 I0.00 1.00 IIIWAN CT CENTER GREENS BLVD \VEST END 10.00 0.00 2.00 PEBBLE BFACII Cr GLEN IiAGLIi CT NOR'1'll END 10.00 2.00 SOU HRIDGE GREENS BLVD PA171160N 11I. SANFORD DR 10.00 14.00 ONLY) Arco Sub Tmul 0.00 0.00 0.00 0.00 0.00 40.00 30.UU 26.UU 0.00 RIVERSIDE AVE ISLEMAYAVE lEI'ROSPECT RD 50.00 EVERGREEN PARK (2611 PATCIHNG 1 Area Sub To1ul 0.U0 O.OU 0.UU 0.UU 0.U0 SO.UU 0.00 O.OU 0.00 COUCI'HR Sr SHORT LEAF ST END FOX'L'AIL ST SUGARPINIi ST MON'I'EREY DR 10.00 MONTEREY DR CONIFER ST END SHORTI-FAF ST FOXTA11. Sr Ii WILLOX LN io.00 SITKA ST SUGARPINE ST END SUGARPINE ST CONIFER Sr END 10A0 YI3W CI' SITKA ST FND 10.00 HUNTINC;f6N Arco Sub'rolxl U.110 11.1111 U.UII IL110 O.IIU 2000 20.U0 0.00 I1.U11 ASHTON CI' HUNTINGTON HILLS DR END 10.00 0.00 Iit1N'I'ING'ION IIILLS CI' END FOSSIL CREEK PKWY HUNTINGTON I1111 S DR DEARBORN ST FOSSIL CREEK PKWY KESWICK CT HUNTINGTON HILLS DR END IU.00 MELROSE CI' IIUNTINGTON IIILLS DR END NORMANDY Cr HUN'rINGTON HILLS DR END 10.00 Arca Sub Talai 0.00 0.00 0.00 0.00 0.00 20.00 10.00 0.00 0.00 TOTAL UNITSI 100.00 1 200.00 1 25.00 1 25.00 11 50.00 1 390.00 1 290.00 1 174.00 6.00 BID 7222 - Asphalt Overlay Page 5 of 7 Page 183 of 269 m m m m SECTION 2500 QUANTITY ESTIMATE S"1'li li F�1' F'ItOl1f '1'O 210.04 210.05 210.06 210.07 210.08 210.09 210.10 210.12 210.13 Adj. & Replace "I'up Section V- box 'fylcr 6850, W" V-box extentim' (part only) 'Tyler 6860, \ � 16" -box Top Section w/o Lid (part only) Tyler 686U, 26" \'-buz'I'op Sectiun w/u Lid (part only) 'rolul Valve Box Replacement Adjust Std. MH 24" Adjust Special MFI 24„ Adjust III Ring w/Lucks <24" 53" Adjust ;1'lll Ring w/Lucks 524" >3" KINCSTONWOODS Unio, EA EA E,\ VA RA I IFIDI DR PATTERSON I'L SANFORD DR 1.00 I'A'17ERSON CI' PATTERSON N. END 4.00 PA 1-1 PI, RICIiMOND DR END 4.00 RK IIMOND DR S SHIELDS S'I' W IIORSETOO'I'll IiD 3.UU SANFORD DR HEIDI DR END 2.00 SRN ECA S'r SAKI HOUSfON CIR W HORS1:'rOOTH RD 1.00 SOUTHRIDGE Area Sub'rmal U.00 0.00 0.00 0.00 0.00 15.00 0.00 0.00 0.00 CENTER GREFS BLVD SOUT IRIDGr GRI:FNS BLVD %%'EST END 0.00 GLEN EAGLE CT CENTER GREENS BLVD WEST END 4.00 GRrFNRIDGE CIR SOUI'HRIDGE GREENS BLVD SOUTHRIDGE GREENS BLVD 3.00 HIWAN CT CENTER GREENS BLVD (VEST END 5.00 PFBBLF. BEACH CF GLEN EAGLE. Cr NORTH END 2.00 SOUI BRIDGE GREENS BLVD PAl7ERSON PI. SANFORD DR I L00 - I Area Sub'rwri 0.00 0.00 0.00 0.00 O.OU 25.OU 0.00 U.00 O.UU RIVERSIDE AVE IS LEMAY AV17 IF PROSPECT RU PARK (2011 PATCHING ONLY)EVERGREEN Arcs Sub TuIUI U.00 U.00 0.00 U.00 U.UO 0AU UAO U.UU 0.0U COULTER sr SIB RI I.EAP Sr END FOXTAIL ST SUGARHNE S'r MONTEREY DR MONTEREY DR CONIFER ST END SHORTLEAF ST FOXI'AIL Sr F. WILLOX LN SITKA ST SUGARPINL'ST END SUGARPINF ST CONIPER ST END Yli\1' CT SITKA Sr END HUNTINGTONONLY) Area Sub Tom1 11.1111 i 0.00 i 0.00 ILUII 0,00 0.00 UAU U.OU 0.011 ASHTON CT HUNTING] ON HILLS DR END HUNTINGTON IIILLS C'I END FOSSIL CREEK PKWY HUNTINGTON HILLS DR DEARBORN S'I' FOSSIL CREEK PK WY KESWIC'K CT HUNTINGTON IIILLS DR END NIrLROSE Cr HUNTINGTON HILLS DR END NORMANDY Cr HUN'rINGTGN IIILLS DR END Arco Sub To1n1 0.U0 0.00 0.00 U.OU 00' UAU OA0 QU0 " - TOTAL UNITS 5.00 2.00 5.00 3:0U % 4.0U 124.00. 21.UU I1.00 I IA0 BID 7222 - Asphalt Overlay Page 6 of 7 Page 184 of 269 SECTION 2500 QUANTITY ESTIMATE S'1'I2GG'1' FROM'I'O 210.14 403.04 403.05 403.06 403.07 403.08 403.09 403.10 420.01 Adjust M11 Ring w/Lucks >24" 53" IMP Grading S, 64-2tl 1\'10dilled Binder HBP Grading S, 64-22 Binder HBP Grading SC IIMA Patching Remove & Replace IIMA Patching >IU" Remove & Replace IIMA Paver Patching Remove & Replace HMA Concrete Patching GeoleKtile Paving Fabric I Units TON TON TON TON TON TON TON SY IIFIDl DR PA'1717RSON I'L SANFORD DR 105.02 12.69 32.I0 884.00 I'A'ITESSON Cr PA'r-PERSON PI, END 208.99 5.35 PA'1-1 ERSON I'1_ RICHMOND DR END 580.21 6.39 RICHMOND DR S SHIELDS S'1' W HORSET00'111 RD 589.60 107.58 29.70 4,962.89 SANFORD DR HEIDI DR END 317.23 15.10 69.30 1,084.22 SENECA S'I' !SAM IIOUSTON CIS W IIORSFTOO'I'll RI7 219.01 2.12 SOUTHRIDGE GREENS Arc:. Su6'I'mal 0,011 omo 2080.06 U.UO 149.23 U.00 0.00 131.10 fi931.1l C'EN'I'L'R GREES BLVD SOUTHRIDGE GItELNS BIND WEST END 160.79 1.67 1.10 1,353.33 GLEN EAGLE CT CENTER GREENS BLVD WEST END 24824 28.55 18m 2,089.61 GR1?ENRIDGE CIR SOU'I'1 ISIDGE GREENS BLVD SOUTHRIDGE GREENS BLVD 283.81 3.75 I IIWAN CI' C'EM'ER GREENS BLVD (VEST END 222:28 17.70 t0.10 1,871.08 PEBBLE BEA0I CI' GLEN FAGLIi CT NORTH END 110.64 12.19 31.00 93130 SOUTHRIDGE GItELNS BLVD PAVrERSON Pt- SANFORD DR 1,319.48 19.15 Arua Sub Total U.UO 0.00 234524 0.00 83.UI 0.00 U.UU 61.OU 6245.32 RIVERSIDE AVE ISI.FMAY AVE It,PROSPECT RD I 1 1 31.10 227.51) EVERGREEN PARK (2011 PATCUING 1 Arco Sub Tulal U.00 U.UU QOU 0.00 71.10 Q00 0.00 227.50 O.OU C'OIJCrLR S'P SHOR1 LEAF S'I' GNU 5.90 FOXTAH. ST SUGARPINE ST MONTEREY DR 26.17 204.50 MONTERGY DR CONIFER ST END 11.09 6.00 SHORTLEAF ST FOXTAI I. Sr E WILLOX LN 3.75 0.00 SITKA ST SUGARPINE ST END 6.42 152.80 SUGARPINE S'r CONIFER S 1 END 9.01 65.20 YEW CT SITKA ST END 1.08 0.60 HUNTINGTON HILLS (2011 PATCHING ONLY) Aron Sub Tmal 11.11U UA11 11.U11 U9ll 63.42 0.00 O.UO 129.IU o.0u AS] rrON CT IiUNTINGTONIi II.LSDR END 1.60 11UNTING'I'ON I11LLS CI' END FOSSIL CREEK PKWY 2.67 92.80 I IUNTINGfON I1I11S DR DEARBORN ST FOSSIL CREEK PK WY 18.07 112.90 K17SWICK CT HUNTINGTON HILLS DR END 1.60 772U MELROSE C'I' IIUNTING ON HILLS DR END 5.77 6.UO NORMANDY C'F I UNTING I'ON Ii II.LS DR END 1.60 3.80 Arco Sub Totu1 0.00 0.00 0.00 0.00 31.31 0.00 0.00 292.70 O.OU TOTAL. UNITS 12.00 22,735.36 13,266.05 0.00 1,154.89 421.83 . -0.00 3,141.90 147,781.99 BID 7222 - Asphalt Overlay Page 7 of 7 Page 185 of 269 ' SECTION 03000 DETAILS 1 1 Rock Sock (RS) SC-5 Straw Bale Filter D23 Gravel Filter D24, D25 Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & 11) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b Curb Inlet 4' Opening — Driveover Curb & Gutter D-8a, 8b Concrete Sidewalk Culvert D-12,13 Area Inlet D-9a Modified Type 13 Inlet 13-A Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606 a Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 BID 7222 - Asphalt Overlay Page 186 of 269 Rock Sock (RS) SC-5 ' Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Rock socks can be used at the perimeter of a disturbed area to control localized Photograph RS-I. Rock socks placed at regular intervals in a curb line can help reduce sediment loading to storm sewer inlets. Rock socks can also be used as perimeter controls. sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS-I. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Rock Sock Functions Erosion Control No Sediment Control Yes Site/Material Mana-ement No November 2010 Urban Drainage and Flood Control District BID 7222 - Asphalt Overlay Urban Storm Drainage Criteria Manual Volume 3 11 [1 0 1 11 1 1 1 RS-1 ' Page 187 of 269 ' SC-5 Rock Sock (RS) 1 ' RS 1,¢" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH 1h" (MINUS) CRUSHED ROCK ' ENCLOSED IN WIRE MESH WIRE TIE ENDS 4"' TO 6" MAX AT THARD 0" ON BEDROCK OR GROUND SURFACE t CURBS, OTHERWISE SURFACE, 2" 6"-10" DEPENDING IN SOIL ON EXPECTED SEDIMENT LOADS ROCK SOCK SECTION ROCK SOCK PLAN ' ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF 1)¢" (MINUS) CRUSHED ROCK AND WRAPPED ' WITH ADDITIONAL WIRE MESH SECURED TO ENOS OF ROCK ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS TYP BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND 12' 12' ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED (TYPICALLY 12—INCH OVERLAP) TO AVOID GAPS. 1 1 I 1 11 1 ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: —LOCATION(S) OF ROCK SOCKS.... GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2 100 IYz,. 90 — 100 1 20 - 55 0 - is 3g" O - 5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES. 2. CRUSHED ROCK SHALL BE 0Y" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (i)j" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF Y2-, RECOMMENDED MINIMUM ROLL WIDTH OF 48- 4. WIRE MESH SHALL BE SECURED USING "HOG, RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. RS-1. ROCK SOCK PERIMETER CONTROL RS-2 Urban Drainage and Flood Control District BID 7222 - Asphalt Overlay Urban Storin Drainage Criteria Manual Volume 3 November 2010 Page 188 of 269 Rock Sock (RS) SC-5 ROCK SOCK MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY )¢ OF THE HEIGHT OF THE ROCK SOCK. 6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL. SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAI A9LE IN AUTOCAD) NOTE* MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE, THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF ROCK SOCK INSTALLATION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD NEITHER NDORSES NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. November 2010 Urban Drainage and Flood Control District BID 7222 -Asphalt Overlay Urban Storm Drainage Criteria Manual Volume 3 I I i 1 1 RS-3 ' Page 189 of 269 I Area Infer with Grate - O G O C11 C C o c o c SEraiu Sa Ica Staked with 2 SEakes Per Bale ' a o a a a a p� OJ O a O II O II a O p O iA— PLAN VI EW Stakm Twine Runoff r- 1 •w..� �' r GompacEed Soil l v .�. „M Fil�P eed Wafzr wz SaCVON A —A General Notes: 1. Wedge loose straw between the staked bales. AREA INLET FILTER 2. Inspect and repair filters after each STRAW BALES storm event. Remove sediment when one half of the titter depth has been CITY OF;FORT COLLINS, COLORADO filled. Removed sediment shall be STORMWATER UTILITY deposited in an area tributary to a sediment basin or other filtering measure. APPROVED BY: 3. Sediment shall be removed immediately DATE: REVISIONS: from traveled way of roads. D-23 PIGUR; 6.2 11 BID 7222 - Asphalt Overlay Page 190 of 269 I SECTION 00100 INSTRUCTIONS TO BIDDERS 11 I I 1 I 11 I WireScreen— (Approx. W -C--rdvei Filrzr Area Infer ....__ r___ss-% PLAN WEW Concrefe Block WEB! Fi f *er Overrlow —� I� Concxa{z Block r— Wire Screen RunoIF ' Ir-�'�!G Gavel Rlter ,.,..,.> -110 u h fir in�au£ I LPN=9Yr� Huhn Fdtared Wader 1 SECTION A -A General Notes: 1. Inspect and repair filters after each storm event. Remove sediment when one half of the filter depth has been filled. Removed sediment shall be deposited in an area - tributary to a sediment basin or other filtering measures. 2. Sediment and grave! shall be immediately removed from traveled way of roads. FZGUM o .3 AREA INLET FILTER GRAVEL CITY OF FORT COLLINS, COLORADO STORMWATER UTILITY A?ccOVEJ BY: DATE: n-VISIONS; D-24 .1 gyp 7o11 A_.."I. n, Rage 191 of-269 1 P9GE 32 1 �S o Grave! tIlrzr 1� 1 (,Approx.�,; Wire Screen D�dm2tBr) (Approx. %i iMesh) 1 - 0 rw.( Wir>, Scres r, — 1 A 1 L- j rive! F:1=zr PLAN VIEW 1 - C1/er'!ow � Fiffer� 11J�2r Runor= �IfICCIIT.I�IJ{ ll i'.'�I!3 Wire, rezn "It erm =~ Z'X4_"Wood Scvdl I -Curbinlet 1 SECTION A -A 1 - Block 2 1. Inspect and repair filters after each CURB INLET FILTER storm event. Remove sediment when GRAVEL one half of the fitter depth has been filled. Removed sediment shall be de- CITY OF FORT COLLINS, COLORADO posited in an area tributary to a sedi- STORMWATER UTILITY ment basin or other filtering measure. A-PPROVc 2. Sediment and gravel shall be immediately n_ E: 1 removed from traveled way of roads. FEVISIowS: D-25 FTGUR.Z 6.4 i Rin 7229 _ Acohalt nyerlay Page 192 of 269 i 2'-6" 1 1/2"R. N 2 R n " (O Gutter edge may be a tapered or battered. -' i (Typical for all Curb & o I ° • , & Gutter Types) o 18" 4.5" 21 .75" 3.75" " 2 3.63 R as,-T °. ROLL-OVER (LOVELAND) r r- CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS B RUEVh6rPAIIDARDS DATE: 03/01/02 Page?0 jf269 Al I U r C LL J O Lu p c c_ Q co�N N C a)p � Ntv XLu W.9 2 j a)o U U) LL Q a Q LL Lu W r Q e a Q 9 p o Q z J ti U) Q JLL Q L0 0) M ° Lu Lu p U LL Q m . M t... z --__--�J�T�-- Q (r N- J z U LU pC - Lu X c W 1 o ��X( / -. .� ° v Lu lL cr (.7 J)zF Q V �I U Lu - > i I O -� 8/i 6 „8/£ E Lu > - - 17 - �9 CC LL • V � . }}I CURB AND GUTTER/SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS Bl�ITEL-Thg9'PA(NPARDS DATE: 03/01/02 Page702269 ^r LIMITS OFC&G _ " 4 Z 14 IN. 1 17 IN. 3 FT. 9 IN. (1.17 FT.) m\ (I.42 n T.) (3.75 FT.) I� 1. IF i 2 m I ev I 1/2 IN. . FLOW 4 IN. LINEy 1 6 IN. I D 6 IN. ` .. r� D ° p ° I 4 ?n Imn 18 FT.)1 5 IFT.)-- �(1 5 IN. J DRIVE -OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. 61N — WHERE WALK ADJOINS A CURB, IT SHALL BE CONSTRUCTED 1/41NCH ABOVE THE CURB. 4 1/2 IN, SLOPE SIDEWALK TO CURB — 1 1/2 IN. 1/4 IN. TO 1/2 IN, PER FT. 2 IN. I'I 1 I/2 IN, R 4 IN. � ' D 2 IN. R D D D 6 IN, i 1 6 IN. � p 4 FT. MIN, ` � 12 IN. m a � VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE I/$ IN. R. 3/4 IN. MIN. 4.43 FT. 1.18 FT. .58 FT. 2.67 FT. • D o .09` FT, SIN. 1 1 1 .. D D n FL 1 0 .30 FT, I{ 4 ° p 4 IN. 1 D D } DUMMY JOINT p D� 11 FOR WALKS ° ° 6 `"� D COMBINATION CURB, GUTTER AND SIDEWALK 1.HOLLYWOOD" (OBSOLETE - FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS APPROVED: DETAIL ® CITY OF FORT COLLINS STORMWATER DATE: 11/13/00 UTILITIES CONSTRUCTION DETAILS D _ 6 V DRAWN BY: NBJ Bly of Fort Collin 1 F [] I [-2 1 /8" TO 1 /4"R. 1-1/2" 4-1/2" 1 1/2"R. 1-1 /2" TO 211 R. o ..a (V ° OUT FALL CURB & GUTTER (FORT COLLINS ONLY) 1/2" 1/2"R. Gil All TO 1 /4"R. • 1 "± 1 /4" ° n a 1 "± 1 /4" 1 1/2" 3 O ASPHALT OR 3 1/2' 3" * 6" w/concrete pavement CONCRETE PAVEMENT 8" w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION B) (SECTION M) 6" 6" 6" 1 1/4" G ao • e FL ¢ ro FLa ° e a` ° • e ROADWAY PAVEMENT ° s 8" BARRIER CURB 6" MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS B1D3MEETh6'PA1N0ARDS DATE: 04/01/07 Page( 03269 _F vJaY �mne X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk er to Chapter 25 for minimum removal dimensions. PERSPECTIVE W = Width Ramp if necessary Q Right of Way line ' ` B y y Detached co 1:12 Sidewalk max. f W W W W w .V .V I € •v W v W N N m I Attached y 6° E Sidewalk * 1:12 max. N 1:12 max. Back of curb 0 FL Lip --- A B TYPE I X=2' min. Driveway Width Varies X=6'-0" TYPE 11 W EXPANSION 1 �1 fmax.) t 2 m JOINT O �'•.�.;:�.•. .., 4 1:2N • • t WALK r 6 y SECTION B-B Nj NOTE: a N.T.S. WALK Y N i L•• 1. Concrete driveway must be a� provided to the property line. O 1:48 SLOPE m 1/4• PER FT. 1:12 max.) Expansion joint if drive WALK 2 continues as concrete SECTION A -A \ N.T.S. STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2LDRAWIJNGURBAN AREADRAWINGSBI EEVhhzS'PA�VIMRDS DATE: 04/01/07�Q 1 i 1 1 1 1 1 0 m c___ n o ai > co o d v Q m a 2 _ > s s' CO O N N Y L V tp c N L C U j O D° �� UJZ a U U)Lc) o 35 Z Q 0 0. J C)— _ o ri n 4) = G N C �a+ p x q W N C //1'� Q v ° ` = C cT M O o n V0 U w v� O Q , > v ° va 0v v I� QC) z Ey °v 0 I ° v x w I o o0 ° > z I z I L rn �- °m lu � m =o z°O� Q ('XBw) 8� N C 3 0 _ I ('Xew) � Q 8b: L I Z~ Q c ❑ ° I (° �C Ot E m o�M m ° z o o m co C W N N z o N U_ Cn N z � m�XX fn U) N "V E U �I O y c0 C () C rf Q U) N O cc 9 U r cv m I Y E (� z �� > J a z N0 200 U a C c Q O_ N 6 O > C a_C 9 m _ OO W Q W N N Q N LL� cro a. >... //=l� Y p 0 O_7 O7 a0Q coN ~ V 0.ri •• J C () N N N Q) } Q o Q a cn (I) o m Q(n w mm . I a �_ 7 7 6 C 0 0 cf)w �_UU_�� 3 ~O m Q m o Q 9 uz rNm4L6 a 3 a is ip ip s= �o N a a v Q W ° O oa sr ° T O J T a � � E � W W W � y E � U � N i U STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS 61€EI3Vh4RPA�V�iARDS DATE: 04/01/07 Page(Q269 v UJ _Q � J N �Op STREET INTERSECTION CROSSPAN LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS BESVh4DATE: 04/01/07 PaQJ)a269€PA iARDS LJ X (Varies, See Plans Xmax=2.0') L-- 1 1 /4" 7. d (Varies, See Plans) 3B„ 6" SECTION B-B r�r o 7 C N 21 Attached 'E C o Sidewalk E 0' o C B o F ri IMW MW I ' 5/8" Rolled Steel Tread Plate (diamond pattern) Dimension Variable A Notes: I 1. Length of steel plate varies. 2. Chase and cover plate run from Right of Way line to flow line unless approved by the Engineer. With curb walk, cover plate extends from property line to top of walk face. Retaining Screws at -► C 4'_0" or as Directed B —Detached Sidewalk PLAN VIEW L= 1 1 /4" x 1 1 /4" x 1 /4" a ' e 3' #4 Bar Welded at 12" on SECTION C-C center, Nelson Standard Anchor or equivalent. (typical both sides) 5/8' Rolled Steel Tread Plate 1 /2" x 1' Flat Head Mach. — Screw Brass or Electro-galv. finish 12" on center (typical both sides) —Angle iron to be drilled and threaded to receive screw. —Concrete to be drilled to allow screw to extend into the concrete (typical both sides). COMBINATION CURB, GUTTER, AND SIDEWALK 6" VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS B1��€EEVh6rPAVRARDS DATE: 04/01/07 Page'L 269 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. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Rev 10/20/07 Section 00100 Page 1 I 6 IN. STEEL DECK RING WITH A 24 IN. HEAVY VER COVER BY MA nACLEAR OR APPROVED EQUAL. 3 FT. 5 FT. 6 I� 6 IN. ��� 3 FT.-6 IN. SEE CURB FACE - gACK OF 6 IN. �ASSEMBLY DETAIL CURB B D MANHOLE fJ RUNGS-12 IN. O.C. 6 2 `T. 8 8.5 FLUSH _ WITH CURB FACE 6 IN. . 2 IN. 4:1 A PLAN VIEW NTS 94 BAR 1 1/2 IN. R 18 IN. LONG I/4 IN. -I IN. LEG �.... :.. 6 IN. I n5 BAR . `21 1 1/2 IN. PIPE SPACER 8 IN. , AND 1 1/4 IN. LOCK NUT v v 4 IN. • 1 1/4 IN. DIA. X 24 IN. GALV e STEEL ROD - THREADED 3 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT ' v 3 IN. X 3 IN. X 3/8 IN. PLATE NORMAL FLOW 2 FT. 6 T_ 4 FT.- 1'/. SLOPE FOR DRAINAGE SECTION A -A WARPED GUTTER 4 ALTERED w FLOW LINE c w - a a J H Z �$ u z —6 IN. 6 IN. i . a > m o� I''/. SLOPE FOR a j :,i DRAINAGE SECTI❑N B-B •6 IN. EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL -- 6 IN. VALL TO OUTSIDE EDGE OF WALL GENERAL NOTES 1. SEE D-78 FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3 IN. RAD.� I IN. ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTG M-111. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER APPROVED: DETAIL ® CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 D-7A City of Fort Collins DRAWN BY: NBJ 6 IN. THICK S IDEVALL CTYP. BOTH SIDES) 6 IN. I I WARPED CURB B GUTTER (TYP. � SEE DETAIL 'A• � FLOW LINE BOTH SIDES) 4 FT. OPENING II FT. 4 FT /8 IN. U.C. A -7 _601 40I 501 \ IN 6,N.:. pa � ��fi7� mwww'9 YY■� YY '-FLOW LINE! a08-" 3 FT. 5 FT. 3 FT. II FT. A--w-J PLAN VIEW 2 FT. . 4 FT. - 6 IN. Q`504 503 404- 407 ADD 1 (94 40 BAR p4 BAR InA AAc �3 IN CIR. Iz 402J \--403 SECTION A -A NTS [C 1 FT. 2 FT. 5 FT. 2 FT. I FT. �402 i114 ANCHORS NTS TABLE 1 BAR LIST FOR CURB INLET 402 404 MARK DIA. IN. O.C. SPACING TYPE NO. RED'D LENGHT 401 8 IN. II 4 3 FT. 10 IN. 402 12 IN. 111 ■ 7 FT. 10 IN. 403 12 IN. IV 6 7 FT. 4 IN 404 1/2 IN. 12 IN. 11 14 >• 4 12 IN, II 1 3 FT. 2 IN. 406 12 IN. 11 4 ■ 407 N. 2 9 FT. 0 IN, 408 12 IN. VII 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. 1 II 2 9 FT. 0 Irv. 502 5/8 IN. 9 1 4 FT. 8 IN. 503 5/8 IN. 9 I 9 FT0IN504 5/8 IN. 6 24 FT. 8 IN. 601 /4 IN. - tN.I l B FT. 10 IN8 C 8.5 - - l5 FT. 0 le. ANCHOR 1/2 IN. 24 2 1 FT. 6 IN. LULENOHT TYPE If STRAIGHT 405 402 405 FLI TYPE III 20 1N 1N 54 IN. 403 SECTION B-B NTS IV ILP20TYPE 1N a e IN. TYPE VII -VARIBLE WITH HIGHT. REFER TO TABLE 2. BENT v TK II IN TABLE 2 OUANITIES VARIBLES WITH HEIGHT TYPE VIII 30 IN. LOOP 12 [N. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSION ARE OUT TO OUT OF BAR) 1. OUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. fi LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN 10 6 3 FT. 2 IN.2 FT. I IN. 10 6 4 FT. 0 IN. 12 8 3 FT. 8 IN 2 FT. 7 IN. 12 8 4 FT. 6 IN 12 8 4 FT. 2 IN 3 FT. 1 IN. 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN. 14 10 5 FT. 6 IN 14 10 5 F7. 2 IN 4 FT. I IN. 14 10 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 16 12 6 FT. 6 IN. 16 12 6 FT. 2 IN.5 FT. 1 IN. 16 12 7 FT. 0 IN, 18 14 6 FT. 8 IN. 5 FT. 7 IN.1 18 14 7 FT, 6 IN. 18 14 7 FT. 2 IN. 6 FT. I IN. 18 l4 8 FT. 6 IN. 20 16 7 FT, 8 IN. 6 FT. 7 IN. 20 16 8 FT, 6 IN 20 1 16 18 FT. 2 IN. 7 FT. 1 IN. 20 16 9 FT. 0 IN. 22 1 IB IS FT. 8 IN. 7 FT. 7 IN. 22 IB 9 FT. 6 IN 22 22 9 FT. 2 IN.8 FT. I IN. 22 22 10 FT. 0 IN 24 24 9 FT. 8 IN.8 FT. 7 IN. 24 24 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL DATE: 11/21/02 UTILITIES CONSTRUCTION DETAILS D-7B City of Fort Calling DRAWN BY: N8J 14 IN. 6 IN. STEEL DECK RING VITH A 24 IN. HEAVY DENVER COVER BY c VT MACLEAR OR APPROVED EQUAL. 07-1 6 IN, THICK — SIDEVALL (TYP. I I BOTH SIDES) — 6 IN,I 6 IN. --I ��— _ / SEE DETAIL 'A' 1 � WARPED URB 6 4 FT. OPENING `1'LOV LINE GUTTER (TYP. BOTH SIDES) I11 FT. I A PLAN VIEW 8 C8.5 FLUSH NTS WITH CURB FACE 04 BAR 1 1/2 IN. R IB IN. LONG VI/4 IN. IN. LEG 2 IN. 6 MAX/ 6 IN. I I ' �2:1 p5 BAR 1 1/2 IN. PIPE SPACER ° AND I 1// IN. LOCK NUT 8 IN. . . ° 4 IN. • ♦ •, 1 1/4 IN. DIA. X 24 IN. GALV. STEEL ROD - THREADED 3 1/2 IN. AT TOP. 1/4 IN. ID IN. EMBEDMENT /10 3 IN. X 3 IN. X 3/8 IN. PLATE 2 FT. 1 __ J 6 INT I SEE CURB FACE — ASSEMBLY DETAIL _ g CK CURB OF B MANHOLE RUNGS-12 IN. O.C. 4 FT.- 6 IN. 1% SLOPE FOR DRAINAGE T 6T� I SECTION A -A FT.-6 IN. 4 FT. 3 FT.-6 IN. 4RPED DEPRESSED GUTTER WARPED ITTER GUTTER NORMAL FLOW LINE ALTERED FLOW LINE o a_ —6 IN. 6 IN. ? N Qx RAPE FOR N i DRAINAGE T SECTION B-B •6 IN. EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL -- 6 IN, WALL TO OUTSIDE EDGE OF WALL GENERAL NOTES 1. SEE D-8B FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH 5. HAP MATCH B OF OFET SHALL. BE SLOPE TO 3 IN. RAD.�I IN, ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 6. EXPOSED STEEL SHALL BE GALVANIZED IN / ACCORDANCE WITH AASHTO M-II1. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D_8A City of Pod Collin DRAWN BY: NBJ I I 1 1 [1 I A , 409 6 IN. I I - 601 _ 502 9 1N. O.C. Z I I I r 1 504 B I. 6 IN. 0. 12 IN. 12 IN. � n 03 BACK OF CURB 17 IN. I L_ ' 7 14 FT. 8 [B.5 N9TH 1 HOLE IN C 1/2 IN. DIA `FLOW LINE 412 3 FT. 5 FT. 3 FT. 11 IFT. A ­ J PLAN VIEW NTS TABLE i BAR UST FOR CURB INLET HARK DIA. O.C. TYPE NO. LENGHT IN. SPACING REO'D 402 I 8 IN. II 4 3 FT. 10 IN. 404 } I 12 IN. III a 7 FT. 10 IN. 406 12 IN. IV 6 7 FT 4 IN. 407 t/2 IN. IN. II 14 a 409 12 1N. 11 4 3 FT. 2 IN. 410 12 IN. II 4 A 411 12 IN. I1 2 9 FT. 0 IN. 412 l2 IN. VII 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. 11 2 9 FT. 0 IN. 502 5/9 IN. 9 IN. 1I 1 4 FT. 8 IN 503 5/8 IN. 9 IN II 1 9 FT. 0 IN. 504 5/B IN. 6 1N. VIII 2 4 FT. B IN. 601 3/4 IN. - - 1 8 FT. 10 IN. 8 L 8.5 - - - 1 5 FT. 0 IN. ANCHOR t/2 IN. 24 IN - 2 1 FT. 6 19 IN. ILENGHT TYPE ht PE III IW20TYPE IN. I I TYPE IV u 20 IN. U- 42 [N 9IN TYPE VII VARIBLE WITH HEIGHT, REFER TO TABLE 2 7�7K Bent 11 IN. TYPE VIII M30 IN. Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. O CT A C _ c ICI SECTION A -A SECTION B-B TABLE 2 nneunTIPq VAPIAPIP WT14 NncuT H NO. REO'D LENGHT C.Y. LB. 402 405 404 406 CONIC. STEEL } FT. 6 IN. 10 6 3 FT. 2 IN. 2 FT. I IN. 2.5 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 2.6 230 4 FT. 6 N. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 2.8 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 FT. 6 IN. 14 10 5 FT. 2 IN. 4 FT. 1 IN. 3.1 262 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 6 FT. 6 IN. 16 12 6 FT. 2 IN. 5 FT. 1 IN. 3.4 288 7 FT. 0 IN. 18 74 6 FT. 8 IN. 5 FT. 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 . 1 IN. 3.7 314 4 8 FT. 6 IN. 20 16 8 FT. 2 IN. 7 FT. 1 IN. 4.0 340 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 4.1 360 9 FT. 6 IN. 22 18 9 FT. 2 IN. 8 FT. 1 IN. 4.3 366 10 FT. 0 IN. 24 20 9 FT. 8 IN. 8 FT. 7 IN. 4.4 386 CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) APPROVED: DETAIL CITY OF FORT COLLINS STORM WATER DATE: 11/25/02 ca orF4rtconi� UTILITIES CONSTRUCTION DETAILS D-8B DRAWN BY: NBJ A-7 3 FT. 1 6 IN. I FT. ITHICK 9 IN. I SIDEWALK L_ EXTEND WALK 1 FT. BEYOND NORMAL BACK O� 644 BARS OF VALK. AT 11 IN. D.C. 5 05 BARS AT 9 IN. O.C. B L6 1 FT. I I �2 05 BARS AT 6 IN. O.C. BACK OF CURB (TYP.) / O \ IN. SEE DETAIL •A• 2 FT. L12 11 IN. FLOWLINE 94 BARS AT IN. O.C. WARPED CURB 6 GUTTER CTYP.) Al DETAIL "B" 8C 8.5 FLUSH WITH CURB FACE #41 BALONC 1 1/2 IN R 18 N. /4 IN.-1 IN. LEG 2 IN. 2 IN. 4: I .. 6 Irv. 6 IN. 2:1� \N 5 BAR i \ .. I1 • a I If2 IN. PIPE SPACER AN U 1 1/4 IN. LOCK NUT 8 IN. p T 1 1/4 IN. DIA. X 24 IN, CALK. 3 IN. STEEL ROD - THREADED 3 1/2 IN. AT TOP. • < a a e 6 IN. 4 IN. . 3 IN. X 3 IN. X 3/8 IN. PLATE 8C8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EC-- -- DETAIL ..A.. SEE DETAIL •g• X4 BARS 6 IN. /5 BARS 8 1/2 IN. T z SLOPE f • 6 IN. /4 BARS X4 BARS-12 IN. O,C. BOTHWAYS SECTION A -A TER TOP OF CURB 2 INI I NORMAL LTEREO FLOW LINE FLOW LINE - SECTION B-B (REINFORCEMENT NOT SHOWN) ' UG I HIL C) GENERAL NOTES: 1- / 4 BARS 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. �— q00 1 X a BARS AOD I X 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO le I/z IN. MATCH SIDEWALK. SEE D-6. - 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-Ill. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP a BARS-12•JN. O.C. SLAB AND BASE. ,,99 BoiF wgvs 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. - CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER -AN*D ~SIDEWALK APPROVED: DETAIL CITY OF FORT COLLINS ® STORM WA TER UTILITIES CONSTRUCTION DETAILS GATE: 12/19/00 D -12 city of Fart Collins DRAWN BY: NBJ WALK I A-7 EXTEND 1 WALK FT. BEYOND BACK OF WALK. ----� 3 FT. I _F 6 IN. 6#4 BARS AT II IN. D.C. 1 FT. L � C 1 9 IN. / / I 5 u5 BARS AT C 6 1N. THICK I SIDEWALK I 9 IN. D.C. 8[8.WITH i i DIA. HOLE 5 N CENTER - EXTEND CHANNEL TO L (TYP.) OUTSIDE EDGE OF WALL. --1 --� 6 IN. �- WALL ' 6 [N., 1 FT. ; I � I� � 2 p5 BARS AT I B ciYPS 6 IN. D.C. B } 1 I AAD. Ll I BACK OF CURB-- _ / O \ -�-SEE DETAIL 'A' I J BIN. I I - 17 IN it IN. DETAIL "A" f /j �-FLOWLINE 14 IN q4 A A (� WARPED CURB a.1 12 IN. G.C. T 3 FT. 6 IN. 4 FT. OPENING 3 Fi. 6-IN_� 2 FT. 0 IN. 5 FT. 6 IN. 11 FT. ._ r-SEE DETAIL /_--#4 BARS ; A i 6 IN. DETAIL "B" 6 IN. '�— 'i \q5 BARS 8 1/2 IN. 1% SLOPE--- r V 6 IN. 8[ 8.5 FLUSH -- / BARS WITH CURB FACE 1 1/2 IN. b4 BAR-'#4 R 18 IN. LONG \ ,4 BARS-12 IN. O.C. `-� 1/4 IN.-1 IN. LEG I BOTHWAYS 2IN. " —r SECTION A —A ,i — / � 2 1 IN. 1 4: 1 ' 6 IN 6 IN. _ 3 FT. 6 IN. 4 FT. 0 IN. ; 3 FT. 6 IN. _ 2:17 # 5 BAR ICI WARPED GUTTER 'I, DEPRESSED GUTTER WARPED GUTTER �� 1 l ` �1 1/2 IN. PIPE SPACER -70P OF CURB ANC) i 1/4 IN. LOCK NUT ---- ------------- ------ 8 IN. \1 1/4 IN, DIA X 24 IN. GALV. j- •- �•� _ l STEEL ROD - THREADED 1 IN. 3 1/2 IN. AT TOP. 3 1/4 :.r. �C \FLOW F�OW LRMALINE LINE /. 34I N. SECTION B-B �I ;c 1 • 6 IN. 4 w X (REINFORCEMENT NOT SHOWN) 3 IN. X 3 N. X 3/8 IN./; PLATE _ 6 IN _ DETAIL "B" 11 FT. 0 IN. I FT. GENERAL N❑TESI /# 4 BARS R 5 BARS I. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. - EITHER SIDE OF CULVERT. �- ADD 1 p 4 BARS- ADO 1 g a BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2 IN. MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111.��' 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 4 BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL 80THWAYS BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C-C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK CITY OF FORT COLLINS STORVWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 81—HiI Asp! lilt See !a, �tM4r DRAWN BY: NBJ D. 12 GRATE AND FRAME BY oCLEAR OR APPROVED EQUAL. PLAN VIEW 35 3/4 IN. 28 1/4 IN. 6 IN, 23 3/4 IN. 6 IN. 16 1/4 IN. 12 IN. MIN, n', • \ `INLET 31N. CIR. O.F. 2 IN CIR - BAR CONCRETE •Id PIPE 00. L GRATES -• L.F. W 14 0 12 IN. • CIR. • / 3 IN. CIR. O.F. 2 IN. CIR L.F. CTRS. (TYP,) 12 IN. " \ 1 ® 12 IN. /4 GLCOND .i, LAP ° CTRS. (TW.) ARLIND 1 CONCRETE PIPE ., PIPE I ir 12 IN. NA%. 1,s STEP I FI•' 1° I SPACING e • -'- - 14 IN. 14 IN. p4 0 12 IN. CTRS. 6 IN, TYPICAL WALLS AND FLOOR SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) SECTION B-B AREA INLET ® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D - 9 A City of Part Collilu DRAWN BY: NBJ -�� n RPw91nNC 24" f— —► —10 —I 2. — — TRANS.co _ -------- ----I i 24' 6 y J I I I I III I " I I J Itif k° I ~\ SEE o GROUT\4 �^ Du u- r r 5.. R e 3'-3" RAIL EMBED EQUAL . I HIM I' I I I I I li 1 I n i LENGTH IN NO FLANGE BOTH WALLSAP I u I i #4 12 N OC I Il I.I IJ L L ;J :I 1 -_: :. r �`i%//ii I VARIES 5 EE PLANS _ 5 J I_ � F 1 23 1/4" SEE NOTE 5 22 3/g• I NOTES: ADJ. 9• 1 11/16 TYP. 2' 5„ r. ALL rrPE r5 WLCrs s�uLL aE CowsneBcrm WIN AN AausrABLE CBRe eox. l TO 12 1/2 O —I I— 1 3/4" TYP I I Z -Rf"CO IR"f AND GArE 15 OEEIER !Oi#iWr /150L - IR,WC, O A& CURB .wa PAR 7G 0WASM14" rRWGC AND Ff Or OrWR AUNWACTWfRS M"r BC APPROKO ���\— \ or rNE ENaNCER "/Ow to USE.UE n x WCNO RE ORC&AC WrO S/BEWALR SCCrWON A NWINUN Or r)•. WNCBC NO SAWWA n 1`0 BE PUCCO, WEND RCMCORCwO W70 BACA WALL 0E War BENWO CURB !RANG. 20 I/2" l A. ALL RRCr BOXES SNUL BC CAS! W PUCE CONCRC7C UNLESS OW"ISC AUMONWO or NK ENWNCCR. 4" — —6' —I 26 1/2 5. WNCRC BARS ARC r0 BC SPLKCO, AMNBY SPLKC LENGEN =IB' n . B N 38 1/2" r —I 8"I 30" 18"I-- NOTE: 1. TOTAL OPEN AREA IS 336 SQUARE INCHES. Type 13 Inlet STANDARD NUMBER Detail Type 13 — A City of Fort Collins CITY OF FORT COLLINS, COLORADO APPROVED: ENGINEERING DEPARTMENT REVIEWED: 3 1 •2•'0 I -,'/ t 1170 1/2'rrbar anchors rrWr A rrhar 120Cf I !cber2 0 �. —( / L21/2-x 21/2'x tdIS" x,32" — _.1 4 4 I qq G \` 11 24' --- each side ofinTe-t to grcdc Curb - —I— — Y- �— _' grade or nle 3 Mr 2-1/2'Q—I--� ++ I Normalp'�'--"'--Norrrol gutter rebar - grade j back ott �' I Frarr`e - 3 i/2- grace. a outside walk. Gultcr I I Standard curb I' ' r in l:'. line a 23 2-1/20 rcbars 3cltr2-,0� I I J5; sa': , _ 1 , 3 - 112" 4) rebars 6 A > �: �: o.•..... 12.0 C. 6' .a 34' PLAN VIEW { sloe1,p r< i to outlet IEa nts IV rc,41/40lerl angle 3-112.0 rebars (welded corners) 12-0C. rab SEC712N A -A NOTE: A 12' transilan, centered on Inc C.B• Tab I mall be constructed C� C� All reinforcing steel sb F�AM�E. be Grade 40 riC�-1 lS EJ N CATCH BASIN DETAILS (DRIVE- OVER CURB, GUTTER 8, SIDEWALK) 4 27=-- -`i CITY OF FORT COLLINS COLORADO �W a �12 rates ny MauPar or aproved cd equal. �- ENGINEERING DI VISION APP VE GRATE BID 1222 - Asphalt Overlay n j s Page 209 of 269 min Q IMil IMI• IMI Ili IM Alley Border R.O.W. (fYP.) Drive -Over or Vertical Curb & Gutter 10'X10' 10'X10' SIGHT Construction Joint SIGHT Curb AREA AREA 0" Curb 1:12 Walk e I a 0 8" minimum thick 2 "� inn concrete Walk 0" Curb N Truncated Dome Parkway r 6" Curb � Parkway Warning Detection Vertical \ 6" Curb � 6" Curb STREET Truncated Dome Warning Detection ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley j Concrete II j Alley Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) = for 2 year storm minimum. 10'X10' 10'X10' SIGHT / / SIG — — AREA / AREHT A 1.24 mu o. o 8" minimum thick --- Walk BI I <n 11�24 � concrete Walk 0" Curb x 0" Curb Parkway Parkway 6' Curb 6" Curb ` Warning Detection See Tables 8-1 & 8-2 For Radii STREET Requirements ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk. ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS BI��€El��h�P�t J iARDS DATE: 04/01/07 PagEa()3269 [J I I [1 I L 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 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. Rev 10/20/07 Section 00100 Page 2 I Depress ring 1/4" to 5/8" below adjacent finished street grade Cover Final asphalt lift, overlay or grade adjustment Existing base course Support with Steel Shims and pack with High Strength Grout Slope up to match finished pavement NOTE: 1. Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs water (3.12 Gal), and 100 Ibs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Grade ring Manhole r- STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS BI�ITEIa hSPkI PARDS DATE: 08/07/00 Pagi2&126s I I I Detached Sidewalk Onveway Sidewalk Attached Sidewalk I.L. Min. F.L. LIP 8" Commercial 6" Residential 1/2' Expansion Joint Material 1 /2" Expansion Joint Material DETACHED ATTACHED g' SIDEWALK ; f. DRIVEWAY •• ..1--: SIDEWALK SECTION A -A All Sidewalk Thickness Shall Be 6' minimum. NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. 706 & 707. 3. This detail applies to Residential & Commercial driveways. STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS E S ANDARDS DATE: 04/01/07 1601 Slope sidewalk to curb 1/4' per foot. 7..- °° 4 ° ° ° NOTE: Construct sidewalk with joints at 1 0'intervals ° ° and aligned with scoring on curb. ° ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL R1/8' 1/4 SLAB THICKNACSS °° ° . ° ° ° ° . b WEAKENED PLANE JOINT 1 /2' Expansion Joint material I . ° R1/4' 1/4" J ° °a °. , ° ° 1 /2' ° a4 . . ° °e INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS Bi�RE14 h45PA1�%ARDS DATE: 04/01/07 Pagl6N22ss [I V (Radius vanes) 2 \ o Curb to retain Transition o ground behind the of walk m s Truncated Dome walk, if needed. \back (typ•) Warning Detection ry � �P `F Wood float finish thru ramp rO Walk Curb Gutter Broom finish Wood float finish thru ramp Walk Broom finish Curb Gutter c9 z 0 z 5 Q 3 0 0 0 CORNER LOCATION 1:12 _ I "H?I _1:12 L*. A 6' 5' i 6' r (min.) T T (min.) MID -BLOCK LOCATION Curb (optional) / Only if needed Transition back of walk (typ.) Broom finish Truncated Dome Warning Detection at the corners of the truncated dome warning 2-0° 6' truncated dome warning detection c .4 1:25** slope (Max.) o •4 4 4 C 4 , . A °4 4' Cfl z E SECTION A -A NOTES: 1. * o' Thickness applies to entire ramp area. 2. ** 1:25 Unless a landing behind ramp (then ramp can be 1 :12 with 1:20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1 607 for Fort Collins. 4. See CONST. DWG. 1614, 1 615 and 1616 for Loveland. ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS BIDSMEEThaS'CARDS DATE: 04/01/07 PaJ40032es ARTERIAL 0 `D . ROW Line 9 's. ARTERIAL / COLLECTOR cc J Q � w R 6 If IQ h s' iO I 9� s J w ROW Line 10' 6' H 10' 5' Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS BI�REETha3PA�4�ARDS DATE: 08/07/00 Pacjj6O z6s 11 1 Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS BI EIj h I PA I ARDS DATE: 04/01/07 Pacjj 6OZ2ss 6' / 1.5' TRANSITION _\1 Y Y W W i Y W i i W Y W W i I W W y W W y Y W W W i y W Y Y i W i W II W Y i -FLARE OPTIONW oo0o o°o° p°00 Truncated Dome oo 000 warning Detection O000 o°O° 0' CURB 1 0°00 °0 1' R i o CURB OPTION 2' CURB t=6' or as specified 1:25 slope (ma[,) FL IR 1: I-2 SLOPE MAX. `FLOWLINE STANDARD CRAY CONCRETE 6' Gt OF GUTTER RAMP WITH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A -A N.T.S. N.T.S. 0.5' TYP.\ 1.5' TRANSITION A 1 °°D°°°0;0 p ° p ° ° 2• 000000000 °p°p°°°°° Of. Flored Option Truncated Dome warning Detection A 1' 11. Max NOTES: 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR 'DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT. SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED 'SHAKE -ON' PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER), PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS BI EE§Ph4R'PAgg0ARDS DATE: 04/01/07 PacA601626s 1 1 1 r r 1 1 1 1 1 1 FORT COLLINS ONLY 3 d iv d b 3 N s Hlemapig 'auoO a o s oi a oi I r I "I w c � � Z 7. O Y a d O U d U N O] � y A VI a C S N a O L] U o � a c v E. c=i o U .J ] 7 a e Y Y 0 0 U U O O m m � n A o " Ec" y E d N� Ul O J O O V U tV Q U a a 71 - V m c m (n N VI H O W O J m�d RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS EE S ANDARDS DATE: 04/01/07 1606(a O 6" ca m LL- � CL I O O O O O C_ 0 i c6 O WD O I O [A i U O Varies 0000 m 0000 00,0( d E O I a) 0 CQ G 00 A O O Id� O I Q O O O O CZ Y LL o U n C) OC O` ` @ OO C)OO C6 O c m O O Q � J( 00 `` O 0 (tn 0 0)O O 6, Varies `' o 0� z I a D N O <a CIOli. U D J VCCJ O O O O C 0 (`,,')0 n 00 7D0 O - O � , o xap uxwsRxd O O 00 O O O O , i O o E0 Q Varies O(,10 — O -0 I a cv a m CD LL yOj O C ] N C C O O o `o. a E H .Ei o E a c u o i n= o Eo E — � - m c U _ j ✓JOi�FL-' VO a y = n O a p (n E-d (j -2 n U ZI^ N E 0 m c c a, U d Q L1 O I Q L N N C =n -0 aJ a � -O 2 a� N O � c V7 if c 1 auli MOi j ) Pue qmD TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS EE STANDARDS DATE: 04/01/07 1607 I 4' Min. Flat Rest Area 4" Min. 1� 1� 1:1�X Show street surface SECTION A -A Minimum area of nose island SO ft' Truncated Dome Warning Detection (bPJ A Min.4' A B 6' Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING . URBAN AREA DRAWINGS BlCS`MEEThgPAV0ARDS DATE: 04/01/07 Pacjj 6?0�&69 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Rev 10/20/07 Section 00100 Page 3 , I ri ADDITION TO EXISTING SIDEWALK NOTES: 1. New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints. TOOL JOINT FOR WALKS NOTES: 1. Joint shall be cut 1/4 thickness of initial concrete; tool joint for walks. SIDEWALK WIDENING DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS BiIST�-EphJfl%NRARDS DATE: 08/07/00 Pa25@4269 �� ■ram M M M= M = = = AR M = = M= w M STANCHING SHALL BE SIAMPEO AT SOD INTERVALS ON EACH OUTSIDE NAINONE SHOULDER AS SHOWN -,'�nin " r--IS'--IS'—^15--IS•—^15•— 21 APRIDGE C SHOUT Cfl C C C T J - ROACH SUO S — — C C C C i-{- pill H E SEE BRIDGE PLANS FOR TIE 8AR5 IB"CIflS. DETAILS OF 12' S0 SIM Arv0 IS JOINT -f--Fi H CURS. E BRIDGE DECK ®. 12 9D I C ( R C1110c ociltitC C IE C C GENERAL NOTES 1. THIS STANDARD PUN DOES NOT APPLY TO MIN CONCRETE OVERLAYS (WHITEIOPPING). r12' 1 2. LOGFE ©JOINT At A ©JpNI OR A ulwNUu OF 2 FL FROM A ©JOINT. 3. THIS JOINT LAYOUT SHALL BE USED AS A STANDARD FOR THE JOINT LAYOUT FOR THE PROJECT. IF THE CONTRACTOR PROPOSES VARIATIONS FRO, THIS STANDARD OR THE PROJECT HAS UNUSUAL OR IRREGULAR CONDITIONS NOT COVERED HEREIN, THE CONTRACTOR SHALL PREPARE A PAVEMENT JOINT LAYOUT FOR APPROVAL BY THE ENGINEER. SLABS 14 FL IN WIDTH SHALL BE CONSTRUCTED ONLY WHERE NuuERA,S DESIGNATED ON THE PLANS. A. WHEN A CONTINUOUS WIDTH OF PAVEME T IS POURED WADER RVN 40 FL, THE JOINT NEAREST 10 THE CENTERLINE SWAT BC AIJ UNTIED JOINT. 5. ON ALINE DIVIDED HGHWAYS. THE 2 LANE DIRECTIONAL PAVEMENT AND BOTH SHOULDERS SHALL SE PLACED WITH @UONCITUDNAL SAWED CONTRACTION &NIS. 6. ON VARIABLE WIDTH SUBS. THE 2 FT. OR A FT. END OF SLAB WIDTH DIMENSION unY VARY t6 INCHES. 1. (ll t0 BE USED WHEN TRAFFIC LANE IS ADDED SEPARATELY OR FOR TAPERS OR SPEED CIUHGE LWES. ALTERNATIVE L GIIUDINAL JOWL LOCATIONS At SPEED CHANGE LINE MAY BE USED IF APPROVED. IYPICAL JOINT LAYOUT FOR WiLCIQN Of IRAVEL CONCRETE ROADWAY WITH CONCRETE SHOULDERc JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) C [ SIgULOCR i ». 1e A LN AL.OR 0 ♦ re 14' ORIZ. INCHESFROM EDGE Or SHOULDER 1w IY_ 1° _ 12,To 1e'l�`4 F76 LOW ICNSUTIpJrI/ 11GL T/ RT1GL SKEW DOWELS 12 ie. Je SKEµ. T IS PAVEMENT THICKNESS FROM PLANS c) C SHOULDER PLAN VIEW SECTION A —A SECTION A —A SHOWING HORIZ., HORIZ. THANSUTg , SHOWING VERTICAL TOLERANCE SHOWING VERTICAL SKEW IaLERpNCE DOWEL BAR DETAIL AND HORIZ. SKEW TOLERA,CES ^ FOR lU�l JOINT wITH 14 FT, AND 12 FT LANES D TAI HIL)STRATING DOWFi PIACFMFNT TOIFRANCFc v SEE SUBSECTION 412.13(E)2 FOR ALLOWED TOLERANCE MUES, ALTERNATIVE FIE BARS DIMENSIONS (SEE NOTE 3) ]0' CUR$\ n _ T I � ..�an1111AA��.�. I�IIIIIYIINI�1 �� �1►1�1111I�1111t_��I�11 �IA�Illlllllllllll��i®911 1:11:1 TRANSVERSE CONTRACTION — V LONCITUCHAL COIJSIRUNTION CONNTRAGnON TRANSVERSE LONGITUDINAL CONSIRUCRON CONTRACTIONN TRANSVERSE CONSTRUCTION RURAL TWO-LANE " MULTI -LANE WITH SPEED CHA NE AND CONCRETE SHOUIOFRS 1' /PAMP AND SPEED CHANGEFOR LPNE gONLY. SONG FOR JOINTS ONLY SCE PANS 13' FOR STRIPING IOCAt10rvs. ALTERNAIVE 5• DIMENSIONS (SEE NOTE 3) C I SHOULDER O OR 12 DC 12' 12' J Fili OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SING[ F LANE SPEED CHANnF LANE Computer File Information Sheet Revisions Dole: CAenls Colorado Deportment of Transportation T-P CONCRETE STANDARD PLAN NO. Creation Date: 07/04/06 Initas: SJR ® mm 4201 East Arkansas Avenue Lost MONI1icollon Date: O2/Oa/06 Initials: LTA Full PoIH: ww 112010.us/Desi nSupporl/ °OT ........'}p, j989083 PAVEMENT JOINTS M-412-1 o-, DrOwing File Nome: 4120101 2010105 ® v. ^-.. �,»,..0 FMa: (303) 257-9820 cn0 vW.: u2rosmum ve sca.: Nat m sane wn:: ERg1iy, ® Project Development Branch SRJ/LTA Issued By: Project Developri l Branch on July 04, 2006 Sheet NO. 1 Of 5 Pepe 222 of 269 JOINT LEGEND (SEE SHEET 5 FOR JOINT DEMLS) © TWSVERSE CONTRACTION OO LONGITUOu CONSTRUCTION CONTNnCTIpJ�5vER5E LONGITUOIW CONSTRUCTION OR CONTWTIION 'mm©� NWSVERSE CONSTRUCTION a MULTI —LANE WITH ACCELERATION AND DECELERATION LANES AND CONCRETE SHOULDERS OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE ACCELERATION AND DECELERATION LANE KTERN.IINE DIMENSIONS (SEE NOTE 3) 1 SHOULDER a12' ' Computer File Information ® ® Sheet Revisions Colorado Department of Transportation 1 4201 East Arkansas Avenue DOT Den.e: Colorado 9083 �� Phone: (SO J) ]5]-908J r0* 1�10.ETE CONCRETE l� PAVEMENT JOINTS STANDARD PLAN NO. Creation Dole: 07/00/06 Initials: Do it, Comments LSJRTA Lost Callan Date: O]/04/06 Talon LTA M-412-1 Full Pam: www.a ols la ta.co.0 s/0 esign Support/ Path: ® 0� To.: (303) 757-9820 Project Development Branch SRJ/LTA Drawing Pile Nome: 412010205.dwq Issued By. Project Development Branch on July 04, 2006 Sheet NO. 2 Of 5 CAD vs, Mimasmeon ve sane: Not to Stele unit:: Engllsn BID 7222 - Asphalt Ovormy Page 223 of 269 w w w w� iw w w w■ w w w iw w w w w �w w w I OPEN CENTER CLOSED CENTER CUL—DE—SAC JOINT LEGEND A EXPANSION /1 TRANSVERSE l:l CO N CONTRTRACTIOTIO LONGITUDINAL IIJJ CONSTRUCTION ® DOWELED TRANSVERSE CONTRACTION LONGITUDINAL — CONTRACTION �4_Ty�OI�—may LONGITUDINAL CONSTRUCTION IRANSYERSE rr,n,r rrrAH,r Hr iaHHr�a,Hrtrrr+ CONSTRUCTION NOTES 1. LONGIN IUOINJOINTS SHALL BE PLACED ADJACENT TO LANE "KINGS WHEN POSSIBLE, AND HAVE A "MUM SPACING OF 12 FL-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). 1. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT WHO EXTEND THROUGH THE CURB OR CURB AND GUTTER. # 3. PLACE h IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. 4. THE CONTRACTOR $HALL. UNLESS OTHERWISE SHOWN ON THE PLANS, SELECT AND USE A BOND BREMER Al INLETS. MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE WHO MONUMENT BOXES SHALL NOT REWIRE A BOND BREAKER. 5, WHERE A LONGITUDINAL JOINT PASSES LESS THAN I FT. FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE STRUCTURE, A IYPICN 2 FT. PADLAL ,DINT, AS SHOWN IN THE DETAILS. SHALL BE USED. 6, TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST 4 Ft. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET WANT DETAIL ON SHEET 5. IN INLOR PERMISSIBLE NTERNAINE OR JOINTS WITH JOINT IS NOT REIF CURB uuilHOlE SMALL RADII < 16' EO MO uONOLRNICNLY CUTTER IS POURED WITH ADJACENT LANE. 8 MUM 12 MixINIM., CONE. 6' THICK OR LESS 7 x 6' TOP. A IS' ALA(.. CONE. OVER 6' THICK # # A q INLET OR I SHOWS CURB AND SHOWS # CURD t / # MANHOLE a GUTTER INTEGRAL (SEE D (SEE ON 0 CURB E IN # SHEET 5) 5) # # MIN —1 - 0 '..' GO 11 D 1 12' 6' _ _ MAX _ O E _ gC _ _ D of _ _ _ _ 2 THE _D o i - E D C # # # — DC CURB INLET BOXOUT # C 2' t 6' 0 L L (SEE DETAIL ON # THE. # PANSION JOINT FILLER 216' TYP. SHEET 5) # # INTEGRAL # / E ROUNDING OF ANGLE BY CURB INLET 0R FORMING ON SLIPFORM PAVING MANHOLE #' PERMISSIBLE. A MAY BE ALIGNED WITH A FRONT OR BACK OF LIMA PAVEMENT CURB. HMA PAVEMENT TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information am Sheet Revisions Colorado Deportment of Transportation 4201 Easl Arkansas Avenue �� phone: (303) ]5289083 Ea.: (303) 252-9820 Project Development Branch SRJ/LTA 7-� CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. CreaVon Dote. O)/04 /O6 Initials: SJR Dole: Comments Date: Last Mo0i60222 Ipport: LTA M-412-1 w—ccation .sous/O6 Pull POLL: wry rv.00L slo le.ca,us/Des. n8upporl/ Ororving File Name: 412010305.awg,] Issued By. Project Development Bronch on July 04, 2006 Sheet N0. 3 Of 5 CAD V, McmStmlan VB S<ae: Net 10 S<N. Unite: En A,H r ccc--'nun ..vanoy Page 224 01269 JOINT LEGEND NOTE (SCE SHEET 5 FOR JOINT COMES) I. LONGITUDINAL JOINTS SMALL BE PLACED ADJACENT TO LANE "KINGS WHEN POSSIBLE. AND HAVE WA%IMUM SPACING n OF 12 FT.-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AD CUTTER). EXPANSION 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR 10 THE CCNIERUNE OF PAVEMENT AND EXTEND THROUGH ME CURB OR TRANSVERSE C CURB AND CUTTER. CONTRACTION # J, PLACE % IN. MIN. EXPANSION JOINT FIVER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADUJS POINTS. - _Op OUA'A C UNSTRNSIflUCIIDN 4, THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PEWS, SELECT AND USE A BOND BREMER AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES, SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES DOWELED TRANSVERSE CO NOT REOVIRE A BOND BREAKER. �.J CONTRACTION 5. WHERE A LONGITUDINAL JOINT WOULD PASS LESS THAN I FT. FROM A CKR-w-PAVEMErvI MANHOLE OR SIMILAR SIZE STRUCTURE, A nPICA 2 FT, RADVL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED, - - OLWNCINOINAL E CONTRACTION _ 6. TRANSVERSE JOINTS EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES At LEAST ANDINLETSSHEET LOrvCITu01rva1 V—r-1—H—kOl ♦-1-1-1-i—I CONSTRUCTION - - 4 FT. AWAY FROM THE EDGE D< CIRCULAR MANHOLES. SEE CURB INLET BOx0V1 DETAIL ON SHEET 5. E E D T . # # TRANSVERSE ...N...... t wrinuueu%r u CONSTRUCTION A 0 OR OE SHOWS CURB SHOULDER � L [ AND CUTTER 12' 12' L T C •p ~ # RA JOINT SHALL BE PLACED HERE JOINT, WHEN THER E SHOULDER IS GAP BETWEEN A LOCATED AT A IS MORE THAN A 12 FITAND AN EXTRA JOWL SHALL BC PLACED MERE (FNuJOINT WHEN THERE C CURB BREW Powt uND THE PREVIOUS ANN MORE KHAN A 12 FT. CAP B A JOINT LOCATED At C # _ _ # _ _ # # POI CURD BRfA( POINT SHOULDER PREVIOUS A POINT AND THE PREwOUS JOINT A CURB BREAK M CURB 6RCAIt POINT # L DC — L IT \ SH06lDCR # # C # # # # E%PAIS%JN MATERIAL At C SHOWS C BREW IN CURB ALGNMCNI (TYP.) CURB AND CUTTER D OR OE HMA PAVEMENT MULTI -LANE INTERSECTION WITH SPEED CHANGE LANE AND CONCRETE SHOULDERS Computer File Information ® ® ® OTC Sheet Revisions Colorado Department of Transportation 4201 East Adansos Avenue DOT Denver. Colorado 80222 ��_ Phone: (]0]) 757-908] 11 (]0]) 757-9820 Project Development Branch SRJ/LTA !'NCI. T!'IID L'TC CRE L E CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Cr!217 Oate: 07,04/06 Initials: SJR Date: Comments Lost Wodilicolion Dote: 07/04/06 InHiols: LTA M-412-1 Fun Path: ..nnAalslale.ca.us/DesignSuppo.1/ Owning File Nome: 412010405,ang Issued By Project Development Branch on July 04, 2006 Sheet NO.4 of 5 CAD ver.: ui«o9oBan ve ka.: rvo1 m 5ca. unnm English BID 7222 - ASPhult Ovatlay Page 225 01269 O = O = = O = M � M M M � M M APPROACH 11 1 CONCRETE STAB JOINT Z ROADWAY SUS SEE BRIDGE PUN FOR OESICN BRIDGE APPROACH OELOw SURFACE IS �„• 15' T A JL 30 CTRS. L Pfl JOINT O LT/2 NE BINS. .,, JOINT L al P. O TRANSVERSE LONGITUDINAL EXPANSION JOINT CONTRACTION JOINT CONTRACTION JOINT (TRANSVERSE WEAXENEO (LONGITUDINAL WEAKENED PLANE JOINT) PLANE JOINT) THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND GUTTER SHALL BE SAWED TO THE SAME DEPTH AS THE PAVEMENT. BOTTOM OF SAW CUT TL� 12 L �1 LONGITUDINAL CONSTRUCTION JOINT 4 USE ONLY IF 1 2 B IN, FORM ONLY FEMALE KEYWAY • 30':CLRS. A KWIS L TIE AR PACIEYUigAYTE USE ALLOWED 10 OF BENT Via. T — �/ BGRADE 40 TIE BARS OR 15' - ' TWO 5 PROVED PIECE T IL 16 APPROVED �1 I18' CTRS, DE BARS P. L LONGITUDINAL Q CONSTRUCTION JOINT TRANSVERSE CONSTRUCTION JOINT SEE DOWEL SPACING IN TRAVEL LANES O ON THE PLANS. r T/2 RIGID WELDED ASSEMBLY Dc DOWELED TRANSVERSE CONTRACTION JOINT � JOINT SEALANT -- I F— i' T DA. GJCa ER SEAL AT CONSTRUCTION JOINT JOINT SEALANT �6 • L/3 MIN '1 DA. BACKER Roo • SHALL BE OAT FOR LONGITUDINAL JOINTS ALONG SUBS 14 FT. IN WIDTH. SAWED JOINT —1 LONGITUDINAL CONSTRUCTION JOINT 4# USE ONLY P T 1 8 IN. NOTE PAVEMENT THICKNESS (I), SHALL BE AS SHOWN ON THE PLANS. PAVEMENT THICKNESS (T) TIE BAR SIZE DOWEL BAR DIAMETER T < 8 IN. No. 4 1 IN. 8 IN, 2 T < 10 IN. No. 5 1,25 IN. 10 IN. > T S 15 IN. No, 6 1.50 IN. REINFORCING SIZE TABLE 6 BOND iOR BR-WER N YI2'7MINr\/1QO ORQ�C I C A A INTEGRAL CURB INLET OR MANHOLE CAST IN PAVEMENT INSTALL TRANSVERSE JOINT AT D C BOTH BOXOLN CORNERS IF BOXOUT IS 6 FT, OR LONGER. 8' MIN. APRON %'RECESS CURB INLET BOXOUT a - . . INLET OR A LATER MANHOLE TO MEET APRON 2 T (SEE JOINT QA DETAIL) MIN BOND BREMER %' RECESS INLET OR MANHaE 41 LATER TO MEET STRUCTURE. SECTION 8—B BOND BREAKER SHALL BE COMPOSED OF PLASTIC SHEET, BUILDING PAPER OR OTHER APPROVED MATERIAL THAT PREVENTS BONDING. SECTION A —A — — a 07 "` ""� j" ' Creation Dole: Initials: SJR _ ® � (� Dote: "'«` nCommens Comments Colorado Deportment of Transportation 4201 East Arkansas Avenue DOT Denver, Colorado 80222 ��� Phone: (}0}) )SJ-90 Poe (303) 757-9820 Pro)ect Development Branch SRJ/LTA CONCRETE C 1i VV l� PAVEMENT JOINTS \\\ 1 1 U STANDARD PLAN N�. n Dote: Last Modification Date: OJ/Oa/U6 In dial s: Liq M-412-1 Full P01h: www.dol.slate.cc.us/DesignSupport/ Drawing File Name: 41201050E.dwg Issued By: Project Development Branch on July 04, 2006 Sheet NO. 5 of 5 CAD Vero: M'¢mSIOUan VB Srale: Not In Scale wits: English Page 226 of 269 SECTION 03500 PROJECT NIAPS INDEX (in alphabetical order) Boardwalk Conifer E. Horsetooth Evergreen Park (patching only) Hampshire Square Huntington Hills (patching only) Kingston Woods Lexington Green Linden St Portner Riverside (patching only) S. Lemay Southridge Greens W. Drake Wheaton Woodland Park (patching only) BID 7222 - Asphalt Overlay Page 227 of 269 Fort Collins 20 1 1 E horsetooth, S Lemay, wE �� ° Wheaton Dr. Boardwalk C Fort ollins i �`� 201 1 Conifer t- Evergreen Park O = m m m = m = m r Fo�tCollins 201 1 Hampshire Square i H I 1 I 11 H L I 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. 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. Rev10/20/07 Section 00100 Page 4 N City of Fort i �C�ollins 20 I I Kingston Woods w E � City of Fort Collins w E / �, e 20 1 1 Lexington Green 11 N Fo t CollinsE �`�� 20 I I Linden St Foryt Collins 201 1 PortnerE str� I, I 11 0 1 1 1 1 1 I N Fort Collins 201 1 Hampshire Square wE / `_ tl FotrytColtins 201 I Southridge Greens, W E /� Huntington 1l1115 I 1 1 N Fort Collins 201 1 Riverside 4 .1 1 I I I I I I U I I I U U Qf Collins 2 01 1 W Drake wE r,. N Fort Collins 201 1 Woodland Park � W E I L� I I I I 0 I n I I I I u I u SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF EVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 2 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 BID 7222 - Asphalt Overlay Page 240 of 269 1 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 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. Rev 10/20/07 Section 00100 Page 5 , New Construction Activities for For More Information— Name Municipalities Address City, State Description Phone This fact sheet covers new construction activities disturbing less e-mail than one acre not subject to a CDPS Construction permit. New Possible Pollutants construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components Sediment j such as trails, restrooms, and other structures. Procedures Chemicals provided are general in nature and can be applied to any scale Organics or type of municipal construction. Trash When services are contracted, this written procedure should be Good Housekeeping provided to the contractor so they have the proper operational Waste Management procedures. In addition, the contract should specify that the Employee/Contractor Training contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Proper Cleanup and Disposal Procedures Procedures Related Procedures Obtain all applicable federal, state, and local permits for Heavy Equipment and Vehicle construction projects. Maintenance • The Colorado Stormwater Construction General Parks and Open Space permit applies to construction sites disturbing one Maintenance acre or more, or less than one acre but part of a larger Spill Prevention and Response common plan of development. Street, Curb, and Gutter Replacement and A larger common plan of development is defined as Construction a contiguous area where multiple separate and Utilities and Storm Sewer distinct construction activities may be taking place at System Replacement and different times on different schedules under one Construction plan. Vehicle Fueling ■ A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. • A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be Page 1 of 2 C. installed and maintained in accordance with approved design criteria and/or industry standards. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Where feasible, grading activities should be scheduled during dry weather. Best management practices will be periodically inspected and maintained as necessary. • Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted. • Where practicable, non-structural controls will be used, such as phased construction, dust ' control, good housekeeping practices, and spill prevention and response. Employee Training Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. ' . Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Cihj of Centennial SOP: New Constniction SOP, August 2007. Mesa County, Municipal Operations and Maintenance Program, July 2005. 0 0 0 0 0 Street, Curb, and Gutter For More- Information i Name i Replacement and Address i I Construction City, State Phone I Description e-mail Procedures involving the replacement and Possible Pollutants ' construction of streets, curbs, and gutters have the Fine-grained sediment j potential to impact stormwater quality. Materials Organics involved in these activities should be used efficiently and disposed of properly. Oil Saw -cut slurry When services are contracted, this written procedure Trash should be provided to the contractor so they have the Good Housekeeping proper operational procedures. In addition, the Dumpster/Waste Management contract should specify that the contractor is responsible for abiding by all applicable municipal, Employee/Contractor Training state, and federal codes, laws, and regulations. Proper cleanup and disposal procedures Procedures Dry cleaning methods General Related Procedures Obtain all applicable federal, state, and local Spill Prevention and Response permits for construction projects. Street Sweeping The Colorado Stormwater Construction Street Sweeper Cleaning and General permit applies to construction sites Waste disturbing one acre or more, or less than one Street, Curb and Gutter acre but part of a larger common plan of Maintenance development. • A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. • A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Page 1 of 3 I I Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in aaccordance with approved design criteria and/or industry standards. When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, a sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. Monitor construction equipment for leaks and use drip pans as necessary. Leaking material containers should be properly discarded and replaced. . Store materials in containers under cover when not in use and away from any storm a drain inlet. Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. Locate concrete washout, portable toilets, and material storage away from storm drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Sweep or vacuum the roadway as needed, during construction and once construction is complete. ' . Best management practices will be periodically inspected and maintained as necessary. ' . Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and ' response. Bridge Construction Do not transfer or load any materials directly over waterways. ' . Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work ' Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. 1 t • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses. Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping If possible, schedule painting and striping projects during dry weather. Use thermoplastic or epoxy markings in place of paint whenever feasible. Use care to prevent splashing or spilling of any liquid material. Follow the Spill Prevention and Response procedure should a spill occur. Employee Training Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Prograrn, No Date. PACE, Stornnuater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 3 of 3 i 1 1 1 1 1 1 1 n 1 1 i i 1 1 1 0 Street Curb and Gutter For More Information f f Name Maintenance Address ' Description city, state j ' Phone Street, curb, and gutter activities include concrete and e-mail asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and Possible Pollutants I striping. Procedures involving the maintenance of Fine-grained sediment streets, curbs, and gutters have the potential to impact Organics stormwater quality. Materials involved in these Oil activities should be used efficiently and disposed of Saw -cut slurry j properly. Trash When services are contracted, this written procedure Good Housekeeping should be provided to the contractor so they have the Dumpster/Waste Management proper operational procedures. In addition, the Employee/Contractor Training contract should specify that the contractor is responsible for abiding by all applicable municipal, Proper cleanup and disposal procedures state, and federal codes, laws, and regulations. Dry cleaning methods Procedures Related Procedures General Spill Prevention and Response • Protect storm drain inlets and drains with curb Street Sweeping socks, rock berms, inlet protection, or drain Street Sweeper Cleaning and covers/mats prior to any maintenance activity. Waste • When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings. • Do not perform concrete or asphalt patch work during wet conditions whenever possible. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Monitor equipment for leaks and use drip pans as necessary. • Sweep or vacuum the roadway once maintenance activities are complete. ac 1 Bridge Maintenance • Do not transfer or load any materials directly over waterways. • Secure lids and caps on all containers when on bridges. • Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Maintenance • Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks. • Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place. • Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste. • Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping • If possible, schedule painting and striping projects during dry weather. • Use thermoplastic or epoxy markings in place of paint whenever feasible. The pre -heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. Records The following records could be used to document activities performed: Page 2 of 3 I 1 1 • Records of employee training with sign -in sheet. References 1 City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. 1 PACE, Stornnoater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources 1 Concrete truck washout BMP specifications. Gravel road maintenance procedures. i 1 1 1 1 1 1 i 1 1 1 _] Spill Prevention and For— More- In- formation Name Response Address City, State f Description Phone Due to the type of work and the materials involved, many e-mail activities that occur either at a municipal facility or as part Possible Pollutants i of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Chemicals Prevention Control and Countermeasures (SPCC) plans Toxics that include procedures for spill response. Proper spill Oil j response planning and preparation enables employees and Paint contractors to effectively respond to problems and Fuel minimize the discharge of pollutants to the storm sewer Good Housekeeping system. Waste Management When services are contracted, this written procedure should be provided to the contractor so they have the Employee/Contractor Training proper operational procedures. In addition, the contract Proper cleanup and disposal should specify that the contractor is responsible for procedures abiding by all applicable municipal, state, and federal Related Procedures codes, laws, and regulations. Fertilizer, Pesticide, and Herbicide Application Procedures Heavy Equipment and Vehicle Spill Prevention Maintenance • Keep work areas neat and well organized. Material Storage Materials Management • Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Outdoor Vehicle Maintenance Material Storage procedures. Vehicle Fueling Provide tight fitting lids for all containers. Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information. Store containers, drums, and bags away from direct traffic routes to prevent accidental spills. Inspect storage containers regularly for signs of leaking or deterioration. Replace or repair leaking storage containers. Use care to avoid spills when transferring materials from one container to another. Page 1 of 4 ' • Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. • Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved). ' • Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly. • Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. • Inspect each spill kit or locker regularly and after each spill response. Replace any ' spent supplies or repair any equipment that is worn or not suitable for service. • Stock adequate personal protective equipment. ' Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or ' sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate ' identified response authority or other designated representative. Procedures ' • Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup. • Determine the source of the spill and stop the spill at its source by closing a valve, ' plugging a leak, or setting a container upright. Transfer material from a damaged container. • Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties. ' • Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods. • Clean up spills immediately to prevent spreading of wastes by wind, rain, and ' vehicle traffic and potential safety hazards. • Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and ' properly dispose of all clean-up materials. Use dry clean-up methods only. 0 Complete all necessary reports. 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. 1 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 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 Rev10/20107 Section 00100 Page 6 h Spill Reporting • A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment. • Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported. • Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies. • Detailed spill reporting guidance can be found at hqp:/ /www.cdphe.state.co.us/op/ wgcc/ Resources /Guidance/spillguidance.pdf and http://www.cdphe.state.co.us/hm/spillsandreleases.htm Employee Training • Train applicable employees who perform spill prevention and response on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform spill prevention and response activities. Records The following records could be used to document activities performed: • Records of any major spills and the action taken. • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Good Housekeeping, No Date. City of Centennial, Department of Public Works: Materials Management, No Date. Cihj of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Qualihj Pollution Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January 2009. Page 3 of 4 I ' Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMP: Spill Response and Prevention, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. [1 I 1 For More Information I Utility and Storm Sewer Name Address System Maintenance City, State Phone Description This procedure addresses utility and storm sewer system e-mail maintenance. Utilities include power, sanitary sewer, Possible Pollutants , water conveyance systems, and the storm sewer system. Sediment I Power includes electrical and gas utilities. Maintenance Nutrients of power may require excavation and reinstallation of Metals lines including open cut trenching or directional boring Hydrocarbons in landscaped areas or street right of way. Electrical and Trash gas line maintenance ensures services are provided to Good Housekeeping i businesses and households without interruption. Waste Management The sanitary sewer system is cleaned as part of routine Employee/Contractor Training maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and Proper Cleanup and Disposal Procedures overflows may occur and can result in potential property damage and significant health concerns if not properly Related Procedures managed. Heavy Equipment and Vehicle Maintenance Water conveyance systems are flushed and pressure Parks and Open Space tested as part of routine maintenance. Potable water Maintenance systems must be properly maintained to ensure delivery Spill Prevention and Response of water that meets State and Federal health standards. Failures result in water main breaks that can cause Street, Curb, and Gutter property damage including erosion. Replacement and Construction The storm sewer system is cleaned as part of routine Utilities and Storm Sewer maintenance and on an emergency basis in the event of System Replacement and flooding. Maintenance will remove pollutants and Construction ensure the system functions properly to avoid flooding. Vehicle Fueling Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Page 1 of 4 1 ' Procedures General ' . Conduct routine inspection and maintenance on utility and storm sewer systems. Where feasible, schedule maintenance activities during dry weather. '0 Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed. Wash and fuel the jet/vacuum truck per the Heavy Equipment/Vehicle Maintenance procedure. '0 Properly dispose of vac truck contents. Stay alert for any signs of illicit discharges. This includes "dry weather" flows or ' pipes or hoses emptying directly into waterways or the storm sewer system. Report any suspicious discharges or dumping to your supervisor. ' Electrical and Gas Utility Maintenance To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter ' control, street sweeping, vehicle tracking control, stockpile management and material management BMPs. Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing Remove any debris from the gutter that could wash away with the water. If ' possible, sweep the flow line before flushing the line. Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. ' Water Line Breaks Contain spoils by building berms or installing rock socks around the area of disturbance. Dewater the excavation by using a vac truck. Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination. Remove sediment from the street, curb, gutter and storm inlets as needed ' immediately following the repair. Where needed, install a temporary patch or repave as soon as practicable following ' the repair. If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup Clear line stoppage to prevent backup into house basements and manhole overflows. Page 2 of 4 1 Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment. Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material. • Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway. • Storm sewer system maintenance wastes may be either non -hazardous or hazardous. Solid non -hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non -hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility. • Replace or maintain "no dumping' stencils or plaques as necessary. • Remove trash from trash racks and grated openings. Detention and Retention Ponds Inspect the outlet works and remove trash or vegetation from the trash racks and grates. Inspect side slopes of the pond for erosion and reestablish vegetation as needed. Remove and service fountains and aerator motors as recommended. Report any suspected water quality problems such as a change in growth or appearance of vegetation. Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes. Inspect drainageways for erosion and repair if necessary. Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways. Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 3 of 4 ' Employee Training • Train applicable employees who perform utility and storm sewer system activities on ' this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who ' perform utility and storm sewer system activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References ' Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. ' City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Storniwater Drainage Maintenance Plan, February 2008. ' City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. ' City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. ' City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sezoer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources ' Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. ' Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. . Treated Water Discharge Plans for potable water maintenance. Page 4 of 4 1 For More Information— - Utility and Storm Sewer Name System Replacement and Address Construction City, State Phone e-mail Description This procedure covers utility and storm sewer system Possible Pollutants replacement and construction. Utilities include power, Sediment storm sewer, sanitary sewer, water conveyance systems. Chemicals When services are contracted, this written procedure Organics should be provided to the contractor so they have the Trash proper operational procedures. In addition, the contract Good Housekeeping should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal Waste Management codes, laws, and regulations. Employee/Contractor Training Proper Cleanup and Disposal Procedures Procedures General Related Procedures • Obtain all applicable federal, state, and local Heavy Equipment and Vehicle permits for construction projects. Maintenance Parks and Open Space The Colorado Stormwater Construction Maintenance General permit applies to construction sites Spill Prevention and Response disturbing one acre or more, or less than one acre but part of a larger common plan of Street, Curb, and Gutter development. Replacement and Construction A larger common plan of development is Utilities and Storm Sewer defined as a contiguous area where multiple System Replacement and separate and distinct construction activities Construction may be taking place at different times on Vehicle Fueling different schedules under one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Page 1 of 3 I 1 Applicable sediment and erosion controls may be installed, such as inlet protection, ' silt fence, sediment traps, sediment control logs, check dams and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards. When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. ' . Where feasible, grading activities will be scheduled during dry weather. Do not perform concrete or asphalt paving work during wet conditions whenever possible. ' . Monitor construction equipment for leaks and use drip pans as necessary. Leaking material containers should be properly discarded and replaced. Store materials in containers under cover, when not in use and away from any storm drain inlet. ' . Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. Locate concrete washout, portable toilets, and material storage away from storm ' drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work ' is actively occurring. Sweep or vacuum the roadway as needed, during construction and once ' construction is complete. Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. ' Refer to the Spill Prevention and Response procedure for reporting requirements. Page 2 of 3 11 Employee Training • Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records The following records could be used to document activities performed: Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainagezoay Maintenance SOP, August 2007. City of Golden Stornizoater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storni Water Drainage Program, January, 2008. City of Greeley, Department of Public Works: Ditch Prograrn, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Page 3 of 3 I 11 City of Fort Collins Regulatory and Government Affairs Division City of F6rt Collins /- V— Verification Originator Revised Approved Issued Initials - Date LR Oct 09 ss 10119/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater Persons who will City staff who perform power washing, and their supervisor/manager. use this ESOP: A variety of City departments perform power washing. The employee Area of who power washes, and his/her supervisor/manager, will use the application: information in this SOP to guide their power washing, and supply purchasing, activities. Document I:\RGA Division\SOPs\ESOPs location: Revisions Rev. Date Description No. 001 002 Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records ' Revision date: 10/19/2009 BID 7222 - Asphalt Overlay Page 1 of 3 Page 260 of 269 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. 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. Rev 10/20107 Section 00100 Page 7 ' City of Fort Collins Regulatory and Government Affairs Division Oty of / Fort Collins 1%Z f� Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater 1.0 Purpose 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0 Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 3.1 Power washing wastewater must be prevented from running uncontrolled in the City's storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or barriers such as inlet covers. Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre -cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape --power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to the stormwater system. E. Wastewater treatment system-- As long as the collected wastewater does not have an oil sheen, has a pH between 5 and 11, and does not contain any hazardous or toxic substances, the wastewater may be disposed of into the City's wastewater treatment system. w If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, Revision date: 10/19/2009 Page 2 of 3 BID 7222 - Asphalt Overlay Page 261 of 269 11 City of Fort Collins Regulatory and Government Affairs Division City of /1, Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater please contact the industrial pretreatment office at 221-6938. Disposal into the City's wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck requires a waste hauler's permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. F. Truck the waste to a different waste disposal facility. 3.4 Once wastewater has been collected, visible solids remaining in the collection area must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater system. 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that district's industrial pretreatment coordinator before discharging to their system. 4.0 Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. 5.0 References / Related Documents 5.1 http://www.cdphe.state co us/wq/PermitsUniUPolicyandGuidance/powerwash pdf 5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washinq\City power washing guidance.pdf 6.0 Records 6.1 The following records could be used to document activities performed: • Records of employee training with sign -in sheet. • List of power washing activities and departments responsible for conducting power washing. ' Revision date: ' 10/19/2009 BID 7222 - Asphalt Overlay Page 3 of 3 Page 262 of 269 For More Information — j Vehicle Fueling Name Description Address i Spills of gasoline and diesel fuel on the ground or on vehicles City, State I during fueling can wash into a storm drain and cause water Phone pollution. e-mail When services are contracted, this written procedure should be Possible Pollutants provided to the contractor so they have the proper operational Metals procedures. In addition, the contract should specify that the Hydrocarbons I contractor is responsible for abiding by all applicable municipal, Toxins state and federal codes, laws, and regulations. Good Housekeeping Procedures Drip pans General Secondary containment . Fuel vehicles at approved locations (municipal fueling Automatic shutoff nozzles station or offsite fueling station). Signs • Provide spill kits near the municipal fueling location. Spill response plans Spill cleanup materials ■ If fuel is stored in an above -ground tank, store fuel in enclosed, covered tanks with secondary containment Dry cleanup methods (e.g., concrete barrier or double -walled tanks). Employee training Related Procedures All fuel tanks will be inspected per State and Federal regulations. Heavy EquipmenWehicle Maintenance ■ Periodically inspect municipal fueling locations for the Outdoor Fleet Maintenance following: Spill Prevention and Response For above -ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank. • Check for spills and fuel tank overfills due to operator error. Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. Report leaking vehicles to fleet maintenance. Page 1 of 3 ' Vehicle Fueling • Follow all posted warnings. ' • Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel. • Remain by the fill nozzle while fueling to ensure the nozzle stays in place. ' • Do not top off the tank of the vehicle once the nozzle has shut off the fuel. • Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills. • Clean fuel dispensing areas with absorbent material. ' Never use water to clean up a spill. Mobile Fuel Truck ' • Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle. • Use secondary containment when transferring fuel from the tank truck to the fuel tank. ' All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling. • Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. ' Employee Training • Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training. ' • Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. Cihj of Centennial SOP: Vehicle Fueling, August 2007. ' Cihj of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009. Page 2 of 3 BI. 7222 Wooli erlaY Pag . 2 4 of 28 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. Spill Prevention Control and Countermeasures Plan. Page 3 of 3 11 1 1 1 -- ---- ----- --- -� Heavy Equipment and Vehicle For More Information Name Maintenance Address City, stare Description Phone Regular maintenance of municipal vehicles and equipment, or e-mail municipality -contracted vehicles and equipment prolongs the life Possible Pollutants of the municipality's assets and prevents the leaking of hazardous fluids commonly associated with normal wear and tear of vehicles Metals and equipment. Toxins ' Potential pollutants generated at vehicle maintenance facilities Solvents (degreasers, paint thinners, etc.) include oil, antifreeze, brake fluid and cleaner, solvents, batteries and fuels. Antifreeze Brake Fluid and brake pad dust , When services are contracted this written procedure should be Battery acid provided to the contractor so the hthe proper p y have P P operational procedures. In addition, the contract should specify that the Motor oil contractor is responsible for abiding by all applicable municipal, Fuel (gasoline, diesel, kerosene) state, and federal codes, laws, and regulations. Lubricating grease Good Housekeeping Procedures Maintenance activities should be performed inside a maintenance Drip pans building unless the equipment is too large to fit inside or Tarps temporary repairs need to be made before the equipment can be Covered outdoor storage areas moved to the maintenance building. Consult the Outdoor Fleet Secondary containment Maintenance procedure when it is necessary to perform repairs Proper disposal of used fluids outside of the facility (breakdowns, service calls, etc.). Spill cleanup materials Vehicle Storage Dry cleanup methods Monitor vehicles and equipment closely for leaks and Employee training use drip pans as needed until repairs can be Related Procedures performed. Material Storage When drip pans are used, check frequently to avoid Outdoor Fleet Maintenance overtopping and properly dispose of fluids. Spill Prevention and Response Drain fluids from leaking or wrecked vehicles and Street Sweeper Cleaning and from motor parts as soon as possible. Dispose of fluids Waste properly. Vehicle Fueling Vehicle Washing Paget of 4 Vehicle Maintenance Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs. Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally. • Recycle or dispose of all wastes properly and promptly. Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting • Whenever possible, conduct all body repair and painting work indoors. Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system. • Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. Do not use water to control over -spray or dust in the paint booth unless this wastewater is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system. • Do not dispose of spray gun cleaner waste in the storm drain. • Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management • Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. All hazardous wastes must be labeled and stored according to hazardous waste regulations. • Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank). Store new batteries securely to avoid breakage and acid spills. • Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 I I I I 1 Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning • Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer. • When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing Vehicles should be washed in the municipality's vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training • Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed: • Record of any major spills and the action taken. • Records of employee training with sign -in sheet. • Heavy equipment and vehicle maintenance logs Page 3 of 4 1 I I References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009 City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/storm water/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 4 of 4 I 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. 1 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 1 not a collusive or sham Bid. 24.0 BID RESULTS. ' For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after ' the Bid Opening. ' END OF SECTION I Rev 10/20/07 Section 00100 Page 8 I EXHIBIT 1 - REVISED BID SCHEDULE AS OF 4/1/2011 8. BID SCHEDULE Item No. Item Description Unit ContractQuantity Unit Cost Cost 109.00 Force Account - Asphalt Cement Cost Adjustment Estimate N/A N/A $320,000.00 202.10 Grinding (planing) Surface Preparation <3" SY 1,000 202.30 Grinding (planing) Surface Preparation 5" to 7" SY 2,000 202.40 Grinding (planing) Surface Preparation 7" to 9" SY 2,500 202.50 Taper Planing Adjacent to Gutter LF 500 202.60 Bobcat Style Milling < 3" SY 100 202.70 Bobcat Style Milling - Additional Inch Thickness SY/ IN 200 203.10 Excavation - General Less Than 100 CY CY 25 203.20 Excavation - General Over 100 CY CY 15 203.30 Excavation - Muck CY 25 203.40 Borrow -Less Than 100 Ton TON 50 203.50 Borrow -Over 100 Ton TON 25 203.60 Shouldering LF 400 208.10 Rock Wattle LF 400 208.20 Crumb Rubber Wattle LF 300 208.30 Straw Bales EA 10 208.40 Silt Fence LF 100 210.00 Reset Mailbox EA 1 210.01 Adjust Valve Box EA 180 210.02 Adjust Valve Box with Ring EA 10 210.03 Adjust Valve Box -Tyler 6860 Series, Item R 69, Screw Type Adjustable Riser EA 6 210.04 Adjust and Replace Top Section of Valve Box EA 5 210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Part Only) EA 2 210.06 Tyler 6860 Series, 16" Valve Box Top Section Without Lid (Part Only) EA 5 210.07 Tyler 6860 Series, 26" Valve Box Top Section Without Lid (Part Only) EA 3 210.08 Total Valve Box Replacement, Tyler 6860 Series, 30" Bottom Section EA 4 210.09 jAdjust Standard Manhole 1524" EA 130 210.10 Adjust Special Manhole>24" EA 21 210.11 Adjust Manhole with Ring EA 1 210.12 Adjust Manhole with Ring w/Locks <24" dia, < 3" height EA 15 210.13 Adjust Manhole with Ring w/Locks <24" dia, > 3" height EA 15 210.14 Adjust Manhole with Ring w/Locks >24" dia, <_ 3" height EA 12 210.15 Adjust Manhole with Ring w/Locks >24" dia, > Y height EA 2 306.01 Subgrade Preparation SY 50 306.02 Asphalt Recycling 5-10" SY 100 307.10 Class C Fly Ash Delivered & Spread 12" Depth @ 10% TON 250 307.20 Stabilize Subgrade - Tilled, Watered, & Compacted SY 6,000 403.01 HMA - Grading SX Parking Lot Overlay TON 100 403.02 HMA - Grading SX Basketball Court TON 25 ' Addendum 2 Page 2 of 3 7222 Asphalt Overlay SECTION 00300 BID FORM I SECTION 00300 BID FORM ' PROJECT: Bid 7222 Asphalt Overlay City of Fort Collins Place P.O. Box 580, Fort Collins, Co. 80522 Date April 05, 2011 1. In compliance with your Invitation to Bid dated March 19 , 2011 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract ' Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the ' Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid .is a certified or cashier's check or standard Bid bond in the sum of 5% ($ ) 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 or. 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: Safeco Insurance Company of America 1001 4th Ave. Suite 1700, Seattle, WA. 98154 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. 001 through 002 ' Rev 10/20/07 BID 7222 - Asphalt Overlay Section 0030C Page 1 Page 17 of 269 n EXHIBIT 1 - REVISED BID SCHEDULE AS OF 4/1/2011 8. BIDSCHEDULE.- Item No. Item llescription Unit contract Quantity Unit Cost Cost 109.00 Force Account - Asphalt Cement Cost Adjustment Estimate N/A N/A $320,000.00 202.10 Grinding (planing) Surface Preparation <3" SY 1,000 9 , 25 2,250.00 202.30 Grinding (planing) Surface Preparation 5" to 7" SY 2,000 3.45 6,900.00 202.40 lGiinding (planing) Surface Preparation 7" to 9" SY 2,500 4.45 11 125. 00 20250 Taper Planing Adjacent to Gutter LP 300 1.90 950.00 202.60 Bobcat Style Milling <3" SY too 5.05 505.00 202.70 Bobcat Style Milling - Additional Inch Thickness SY/ IN 200 .65 130.00 203.10 Excavation - General Less Than 100 CY CY 25 23.55 588.75 203.20 Excavation - Geucml Over 100 CY CY 15 20.10 301.50 203.30 Excavation - Muck CY 25 20.00 500.00 203.40 Borrow - Less Than 100 Ton TON 50 21.00 1.050.00 20350 Bon'ow - Over 100 ]on TON 25 15.45 386.25 203.60 Shouldering LF 400 1 .70 280.00 208.10 Rock Wattle LP 400 2.90 1,160.00 208.20 C tuub Rubber Wattle LT 300 10.' 95 3,285.00 203.30 Straw Bales LA 10 208A0 Silt Pence LP 100 1.70 170.00 210.00 Reset Mailbox EA 1 202.20 202.20 210.01 Adjust Valve Box EA ISO 1141.95 25,551.00 210.02 Adjust Valve Box with Ring EA 10 64.25 642.50 210.03 Adjust Valve Box -Tyler 6860 Series, Item R 69, Screw Type Adjustable Riser EA 6 79.35 476 . 10 210.04 Adjust and Replace Top Scction of Valve Box EA 5 286.20 1,431.00 210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Part Only) EA 2 61.30 122.60 2to.o6 Tyler 6360 Series, 16" Valve Box Top Section Without Lid (Part only) EA 5 61.60 308.00 210 07 Tyler 6860 Series, 26" Valve Box Top Section Without Lid (Part Only) EA 3 74.95 224.85 210.08 Total Valve Box Replacement, Tylcr 6360 Scrics, 30" Bottom Section EA 4 430.00 1,720.00 210.09 Adjust Standard Manhole <_24" EA 130 325.00 42, 250.00 210.10 Adjust Special Manhole >24" EA 21 410.00 8,610.00 210.11 Adjust Manholc with Iting EA 1 160.55 160.55 210.12 Adjust Manhole with Ring w/Locks <24" dia, <3" height EA 15 160.55 2,408.25 2 10. 13 Adjust Manhole with Ring w/Locks 524" dia,> 3" licight EA 15 168.55 2,528.25 210A4 Adjust Manhole with Ring w/Locks• >24" dia, = 3" height EA 12 192.65 2,311.80 210.15 Adjust Manhole with Ring w/Locks >24" dia, > 3" height EA 2 198.35 396.70 306.01 Subgradc Preparation SY 50 1.50 75.00 306.02 Asphall Recycling 5-10" SY 100 22.70 2 270.00 307.10 Class C Ply Ash Delivered & Spread 12" Depth a 10% TON 250 49.55 12,387.50 30720 Stabilize Subgtadc - Tilled, Watcrcd, "C Compacted SY 6,000 2.95 17 700.00 403.01 N:bIA - Grading SX Parking Lot Overlay TON too 62.95 61295.00 403.02 16bIA - Grading SX Basketball Court TON 25 71.25 1,781.25 Addendum 2 Page 2 of 3 7222 Asphalt Overlay [1 1 EXHIBIT 1 - REVISED BID SCHEDULE AS OF 4/1/2011 S. DID SCHEDULE Item No. Item Description Unit Contract Quantity Unit Cost Cost 403.03 IINIA - Grading SX (20% RAP) 'ION too 53.10 5,310.00 403.04 11MA-GradingS,64-28ModiFicdBinder (20%RAP) TON 23,000 54.60 1,255,800.00 403.05 PIMA - Grading S, 64 -2 2 13inder (20% RAP) TON 15,000 49.30 739 500.00 403.06 HMA - Grading SG (20% RAP) TON 300 45.30 13 590.00 403.07 HMA - Hand Patching- Remove & Replace TON 4,350 84.65 368 227.50 403.09 I-IMA - Hand Patching _>10" Remove & Replace TON 425 84.65 35,976.25 403.09 11MA - Paver Patching - Remove & Replace TON too 73.85 7,385.00 420.01 Geotcxtile Paving Fabric SY 150,000 1.25 187 500.00 630.00 lConsliuction Zone -Traffic Control LS I 161,818.4b 161 818.45 Total Base Bid Cost S._ 3, 254,586. 75 Three Million, Two Hundred Fifty Four Thousand Five Hundred Limey Six Nunared Dollars and - Sevency Fzve Cents DID ALTERNATE 1 (Ilorse(ooth Rd. - College Ave. to Timberline Rd.) Item No. Item Description Unit Contract uantily Unit Cost Cost 202.20 Grinding (planing) Surface Preparation 3" to 5" SY 74,000 630.00 Construction Zone Tra Me Control LS 1 9,078.00 9 078.00 TOTALCOST -' 205 178.00 L2L: The (quantities listed (!hove are estimates only. The 01), ofFort Collins reserves the rigb/ /o modrf, the qumllilies,(nr envy, or all hems live(l. "", ,C';f'.M' 1.; !, .'. , B.Cif, z. ,C.i; "II I)K.SN a.t ,'1 i?il ':if'' i:. A :. ,1:.;1... l?.; `. ..... Asphalt Cement (PG 58-28) Asphalt Cemcnt (PG 64-22) Asphalt Cement (PG 64-28) GR SX (PG 58-28) 20% RAP GR SX (PG 64-22) 20% RAP GR S (PG 58-28) 20% RAP GIZ S (PG 64-22) 20% RAP GR S (PG 64-28) 20% RAP GR SG (PG 58-28) 20% RAP GR SG (PG 64-22) 20% RAP Addendum 2 7222 Asphalt Overlay S 470.00 _/ton S 460.00 _/ton $ 580.00 - _ /ton S 0.51 /toil S 0.51 /ton S 0.49 /ton S 0.4.9.-------/ton $ __0__49-. Jton S 0.41 _ ' -___/ton S 0.41 /ton Page 3 of 3 1 :(Seal • . i At t e's. 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 (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: Lafarge West Inc. CONTRACTOR BY: Kenneth R. Ball AQril 05, 2611 nature Date General Manager Title 00239 License Number (If Applicable) - if Bid is by corporation) 1 I 1 I Fort Collins, Co. 80521 Telephone 970 407-3600 Email ken.ball@lafarge-na.com Rev 10/20107 Section 00300 Page 4 BID 7222 - Asphalt Overlay Page 20 of 269 t 1 Rev 10120/07 ' BID 7222 - Asphalt Overlay SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00120 Statement of Bidder's Qualifications 00430 Schedule of Subcontrac+:ors SECTION 0041_0 Section 00410 Page 1 Page 21 0` 269 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: Lafarge West, Inc. 1800 N. Taft Hill Rd. 2. Permanent main office address: Fort CQll;ns Co. 80521 3. When organized: December 2001 4. If a corporation, where .incorporated: Delaware 5. How many years have you been engaged in the contracting business under your present firm or trade name? 9 Years 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) American Civil Contractors CDOT work in Vail $2LE Million Aue, 2011 Garney Companies / Castlerock $750,000 Augt,2011 City of Greeley 2011 O/L .$.2.5 Million Sept, 2011 U.S. 85 Resurfacing Greeley $ 2. 0 Million Sept, 2011 7. General character of Work performed by your company: Asphalt Paving A regates. Ready Mix _ 3. Have you ever failed to complete any Work awarded to you? No If so, where and why?_ N/A 9. Have your ever defaulted on a contract? No If so, where and why? N/A 10. Are you debarred by any government agency? No If yes list agency name. N/A Rev 10/20/07 BID 7222 - ASohalt Overlay Section 00420 Page 1 ' Page 24 of 269 t [1 i 1 [l 1 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. College/Harmony Intersection $2.3 Million Oct 2010 Major Street Improve City of Fort Collins 2010 O/L $1.4 Million Sept 2010 Street Repairs Prospect Ave Bypass Estes Park $ 1 Million Aug 2010 Street Improvements 12. List your major equipment available for this contract. Please see list of equipment 13. Experience in construction Work similar in importance to this project: Fact- Harmnn" Roarl Bridge Harmony / Shields Intersection _ CR 17 Resurfacing___.__ 14. Background and experience of the principal. members of your organization, including officers: Steven B. Peterson _mice President 20+ years Kenneth R. Ball General Managenf, _ 10+ Years Bob Teas Operations Manager 30+ Years 15. Credit available: $ Unlimited 16. Bank reference: Wells Fargo Bank 1800 289-3557 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? Yes 18. Are you licensed as a General CONTRACTOR? Yes _ If yes, in what city, county and state? FT.. Collins, Larimer, Colora@tat class, license and numbers? General Contracotr's License 11 00239 19. Do you anticipate subcontracting Work under this Contract? Yes If yes, what percent of total contract? Please see schedule of subs and to whom? 20. Are any lawsuits pending against you or your firm at this time? No ' IF yes, DETAIL N/A _ I ' Rev10/2C/07 Section 00420 Page 2 BID 7222 - Asphalt Overlay Page 25 of 259 21. What are the limits of your public liability? DETAIL What company? Liberty Mutual Surety -Co. 22. What are your company's bonding limitations? $225 Million 23. The undersigned corporation to verification of Qualifications. Dated at Noon Lafarge WeHt hereby authorizes and requests any person, firm or furnish any information requested by the OWNER in the recital comprising this Statement of Bidder's this 05th day of April , 2011• By: oer / Ken th R. Bal Title: General Manager State of Colorado County of Larimer Kenneth R. Ball being duly sworn deposes and says that he is General Manager of Lafarge WeRr Tnc•_ and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Sub scrib and sworn to before this 05th day of April , 2011. Notary Public ````� %11`11FI/�' \e. Patrese E. Yarbrough My commission expires March 28, 2013 Rev 10/20/07 BID 7222 - Asphalt Overlay 0G 'TAR), 9 Q =R F0= U' '• jOUBoo O 11111110% Section 00420 Page 3 Page 26 of 269 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15a of the contract. ITEM SUBCONTRACTOR Traffic Control Quality Traffic Cantrol Grinding / Planning Don Kehn Construction Fly -Ash / Asphalt Recycling Son -Haul, Inc. BID 7222 - Asphalt Overlay Section 00430 Page 1. Page 27 w 269 EXHIBIT 1 - REVISED BID SCHEDULE AS OF 4/1/2011 ' 8. BID SCHEDULE Item No. Item Description Unit Contract Quantity Unit Cost Cost 403.03 HMA - Grading SX (20% RAP) TON 100 403.04 HMA - Grading S, 64-28 Modified Binder (20% RAP) TON 23,000 403.05 LIMA - Grading S, 64-22 Binder (20% RAP) TON 15,000 403.06 HMA - Grading SG (20% RAP) TON 300 403.07 HMA -_Hand Patching - Remove & Replace TON 4,350 403.08 HMA - Hand Patching 2:10" Remove & Replace TON 425 403.09 HMA - Paver Patching - Remove & Replace TON 100 420.01 Geotextile Paving Fabric SY 150,000 630.00 Construction Zone Traffic Control LS I 1 Total Base Bid Cost S , Dollars and Cents ' BID ALTERNATE l (Horsetooth Rd. - College Ave. to Timberline Rd.) Item No. Item Description Unit Contract Quantity Unit Cost Cost 202.20 Grinding (planing) Surface Preparation 3" to 5" SY 74.000 630.00 Construction Zone Traffic Control LS I TOTAL COST Note: The quantities listed above are estimates only. The City of Fort Collins reserves the right to mod fv the quantities for anv or all items listed. , IN ADDITION TO THE BID SCHEDULE PRICES FOR EACH MIX DESIGN LISTED ABOVE, VENDORS MUST SUBNIIT THE FOLLOWING COSTS FOR APRIL 2011: ' Asphalt Cement (PG 58-28) S /ton Asphalt Cement (PG 64-22) S /ton Asphalt Cement (PG 64-28) S /ton , PRICE ADJUSTNIENT FACTOR (See Specification Section 109): GR SX (PG 58-28) 20% RAP S /ton GR SX (PG 64-22) 20% RAP S /ton ' GR S (PG 58-28) 20% RAP S /ton GR S (PG 64-22) 20% RAP S /ton GR S (PG 64-28) 20% RAP S /ton , GR SG (PG 58-28) 20% RAP S /ton GR SG (PG 64-22) 20% RAP S /ton Addendum 2 Page 3 of 3 7222 Asphalt Overlay BID BOND Lafarge Noith America, Inc. f(N0'd ALL MEN BY THESE PRESENTS: that we, the undersigned dba Lafarge West, Inc. as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as 09INER, in the sum of S 5% of Amount Bid for the Payment of which, well and truly to be made, we hereby jointly and. severally bind ourselves,. successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins Colorado the accompanying Bid and hereby made a part hereof to enter into a Construct ion Agreement for the construction of Fort Collins Project, 7222 bisohalt Overlay. NOW THEREFORE, fa) If said Bid shal.l.'be rejected, or On) If said Bid shall he accepted and the Principal shall execute and deliver. a Contract in the form of Contract attached hereto foroperl.y completed in accordance with said Bid) and shall furnish, a. BOND for his faithfia..l, performance of said. Contract, and for payment of all persons performing labor or furnishing materials in cnnnection therewith, a,n,d shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void, otherwie.e the same shall remain in force and effect, it being expressly understood apd agreed that tte 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 extensi.00. of the time within which the OWNER may accent such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies a:-'ecuti-ng .bonds must be authorized to transact business in the State of Colorado any be accepted by the OWNER. Pwio.nero 7 52c'-.on 0Gd10 Page 2 BID 7222 - Asphalt 'rage 22 of 759 IN WITNESS WHEREOF, the 2rincipal and the Surety have hereunto set their hands and seals this 18th day of March r 2011, and such of them as are corporations have caused their corporate seals to be hereto a," -fixed and these presents to be signed by their proper officers, the day and year first set Forth above. PRINCIPAL SURETY Lafarge North America, Inc. Name: dba Lafarge West, Inc. Fidelity and Deposit Company of Maryland Address : 1800 N. Taft Hill Road 1400 American Lane Fort Co ns CO W521 Schau rbyur , IL6019-1056 By:- .C/ By: MKfllw(�c GSA 0.A---� Sandra E. Bronson Title: Title: Attorney -in -Fact ATTEST :_ Sv: ono 41 (SEAL) ' Rry 10/20/07 31O 7222 - Asphalt Overlay ' '7,: SSEAL) 1 'a Section 00410 Page 3 Page 23 of i59 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by M. P. HAMMOND, Vice President, and GREGORY E. MURRAY, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said lrtp�ny, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the dall ry�o�s-hereby nominate, constitute and appoint Richard C. DICCIANI, Darella E. WHITE, Do l R51� 1{E -PR R�i�cc�i rd A. JACOBUS, Mary C. O'LEARY, Sandra E. BRONSON, Maureen MC�NF P- � ? V,AgwRjjd Nancy K. WALLACE, all of Philadelphia, Pennsylvania, EACH its true andd �q,6ertE ant�}��f�c�,%t5 make, execute, seal and deliver, for, and on its behalf as surety, a `aotscd e �n �t`ift-(Vbitds and undertakings, and the execution of such bonds or undertakings in pttr� �ri , t f"tpi e pre (sE (sF�bJ `as-6i ing upon said Company, as fully and amply, to all intents and purpose tljh" " °.�t �ac{cnowledged by ate regularly elected officers of the Company at its office in BaltimoLdlm tftcirQwr ` Jarsons. This power of attorney revokes that issued on behalf of Richard G. DICCIANI, Darella �} {T�DOLgPWHEELER, Richard A. JACOBUS, Mary C. O'LEARY, Sandra E. BRONSON, Maureen E. MCNEIW0T; rte G. MCVAUGH, Nancy K. WALLACE, dated June 13, 2006. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 20th day of June, A.D.2006. ATTEST: o � State of Maryland 1 ss: City of Baltimore f FIDELITY AND DEPOSIT COMPANY OF MARYLAND I X By: Gregory E. Murray Assistant Secretary M P. Hammond Vice President , On this 20th day of Jurte, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came M. P. HAMMOND, Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they arc the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Scal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Maria D. Adanrski (Votary Public My Commission Expires: July 3, 2011 POA-F 156-0062 I I EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attomeys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,... and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney .was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the. Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this _I �A day of 1 t I Q, 0 L L. i' cry i Assistant Secretary,, i 1� •I FIDELITY AND DEPOSIT COMPANY OF MARYLAND 3910 KfiSWICK ROAD, BALTIMoar•, MD21211-2226 Statement of Financial Cmudifion As Of December 31. 2009 ASSETS Bonds............................................................................................................................................... S 156,584,995 Stocks............................................................................................................................................... 22,537,672 Cash and Sliort'rcI'm investments., ...... ................................................. - ....................................... 9,719,598 Reitismatice Recoverable................................................................................................................. %347,241 Other Accounts Receivable.............................................................................................................. 51,052,264 TOTAL ADMITTCD Assm's........................................................................................................ $ 249,241,769 LIABILITIES, SURPLUS AND OTHER FUNDS Reserve for Taxes and Lxpenscs...................................................................................................... $ 76,835 Ceded Reinsurance Premiums Payable............................................................................................ 58,237,612 Securities Lending Collateral Liability ............................................................................................ 5,511,875 Turin, LIA011,11'MS.................................................................................................................... S 63,826,322 Capital Stock, Paid Up- ...................................................................................... S 5,000,000 Surplus................................................................................................................ 180,415,448 Surplus as regards Policyholders...................................................................................................... 185,415,447 'I'OTAI................................................. ............................ ........................................................... $ 249,241,769 Securities carried at$38,385,957 in the above statement fire deposited its required by law. Securities carried on die basis prescribcd by the National Association oflnsurmice Commissioners. Oil file basis of December 31, 2009 market quotations for all bonds and stocks owned, (lie Company's total admitted assess would be $247,657,513 and surplus as regards policyholders S186,999,703. I, DENNIS R KFIMMAN, Corporate Secretary of the EIDFLITY AND DI:POSri' COMPANY or MARYL.AND, do hereby certify that the foregoing statement is a correct exhibit of the assets and liabilities of the said Company on file 31 st clay of' December, 2009. State of Illinios City I of'Schauniburg SS: Subscribed and sivom to, before n:c, a Notary Public of the Slane of Illinois, in the City of Schaumburg, this 15111 Jay of Match, 2010 �/V W V V4V•NV�I•/v •lv�i J.. NanryI'nblic MARl00.SltWYN 0OF1 6PfCOtA,tiSSlt),4ER�IIES( NOVE(t0Ei126.2011 �n,�n n..:.nn.,n 1 0 ' Disclosure Statement ZURICH ' Contract Bonds - SO ' ZURICH AGENT/BROKER COMPENSATION DISCLOSURE ' Dear Policyholder: On behalf of Zurich, we are glad you have chosen us as your insurance company. We look forward to meeting your ' insurance needs and want you to understand clearly our business relationship with the agent or broker you chose to represent your company's interests in the placement of insurance coverages. As is the case with many insurance companies in the United States, Zurich distributes many of its insurance products ' through agents or brokers. This means that your agent or broker is not employed by Zurich and, in fact, may represent many insurance companies. Because we do not employ your agent or broker, the way they are compensated may vary. We recommend you discuss these arrangements with your agent or broker. ' For an explanation of the nature and range of compensation Zurich may pay to your agent or broker in connection with your business, please go to http://www.zurichna.com. Click on the information link located on the Agent/Broker Compensation Disclosure section. Where appropriate, insert the Access Code provided below, and you will be able to ' view this information. Alternatively, you may call (877) 347-6465 to obtain this type of information. Thank you. Access Code: 2016084473 1 U-RET-E-402-A Cw (11106) Page 1 of 1 7 I 1 I I I I I I I I I I I I I I I I SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 11 II ' SECTION 00510 NOTICE OF AWARD ' Date: April 14, 2011 TO: Lafarge West, Inc. ' PROJECT: 7222 Asphalt Overlay OWNER: CITY OF FORT COLLINS ' (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated April 5, 2011 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7222 Asphalt Overlay. The Price of your Agreement is Three Million Two Hundred Fifty -Four Thousand ' Five Hundred Eighty -Six Dollars and Seventy -Five Cents ($3,254,586.75). 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 April 26, 2011. 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. City of Fort Collins ' OWNER By: Qp�—� �3 -0? ' a es B. O'Neill, II, CPPO, FNIGP D' ector of Purchasing & Risk Management ' Section 00510 Page 1 I CI' 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 14th day of April in the year of 2011 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Lafarge West, Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7222 Asphalt Overlay and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Streets Department, 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 This is a one year agreement but, at the option of the City, the Agreement may be extended for additional one year periods not to exceed four (4) additional one year periods. Pricing changes shall be negotiated by and agreed to by both parties and may use the Denver - Boulder CPI-U as published by the Colorado State Planning and Budget Office as a guide. 3.2 The Work shall be Substantially Complete within one hundred fifty (150) 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 five (5) calendar days after the date when the Contract Times commence to run. 3.3. 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 Section 00520 Page 1 ' ^'�� DI (`.r Financial Services Purchasing Division Flirt Fort Floor PO Box 580 Collins Fort CCO 80522 Collins,Mason 8t. 52 970.221.6775 ' 970,221.6707 Purchasing fcgov.com/Purchas;ng 11 ' ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7222 Asphalt Overlay ' OPENING DATE: 3:00 PM (Our Clock) April 5, 2011 To all prospective bidders under the specifications and contract documents described above, the following changes and additions are hereby made: 1. Delete pages 193 through 226 which refer to concrete. ' 2. All line item prices shall include all traffic control as part of the unit price for the Work. Please review the contract maps for ' roads scheduled for repair in 2011. In the event a change occurs between the proposed and actual streets to be repaired the line item price may be increased Wor decreased based on the road ' classification and negotiations. Exhibit 1 — Revised Bid Schedule ' Exhibit 2 — Revised Page 153: Revision of SECTION 208 Erosion Control Exhibit 3 — Revised Section 02500 Quantity Estimate Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. L 1 Addendum 1 Page 1 of 11 ' 7222 Asphalt Overlay I r 1 F 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 ($1,000.00) for each calendar day or fraction thereof that expires after the one hundred fifty (150) calendar day period for Substantial Completion of the Work until the Work is , Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the five(5) 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: Three Million Two Hundred Fiftv-Four Thousand Five Hundred Eiahty-Six Dollars and Seventy -Five Cents ($3,254,586.75), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may 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 Section 00520 Page 2 I I LJ stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. ' 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in ' accordance with paragraph 14.7 of the General Conditions or as provided by law. ' 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ' ARTICLE 6. CONTRACTOR'S REPRESENTATION ' In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions ' and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. ' 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the ' General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes ' responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other ' terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar ' information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown 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 ' Section 00520 Page 3 t I 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: ' 7.2.1 Certificate 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 ' 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: N/A 1 The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. ' 7.4. Addenda Numbers 1 to 2, inclusive. ' 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. ' 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of ' the General Conditions, ARTICLE S. MISCELLANEOUS ' Section 00520 Page 4 I 1 ' 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the ' written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, ' successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 1 I 1 Section OOS20 Page 5 1 I I OWNEN::: OF FO CO j By: DARIN ATTEBE Y CITY MANAGER Date: BY C- C i ' J ES B. O'NEILL II, CPPO, FNIGP DI C OR OF PURCHASING & RISK MANAGEMENT ' Date: L4 ' iL"n A Attest: City Clerk o a Address for giving notices: ' P. O. Box 580 Fort Collins, CO 80522 ' Appro d as o Form ' Ass 'sta t ity Attorney Date: (CORPORATE SEAL) Attest: Address for giving notices: III: LICENSE NO.: Qua20 Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: 7222 Asphalt Overlay To: Lafarge West, Inc. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within (_) calendar days from receipt of this notice as required by the Agreement.. Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be 20_ and 20_, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR: Lafarge West, Inc. By: Title: Section 00530 Page 1 I 1 1 SECTION 00610 PERFORMANCE BOND 09036080 ' Bond No. KNOW ALL MEN BY IHESE PRESENTS: that Lafarge West, Inc. 80521 1800 N Taft Hill Road, Fort Collins, CO (an Individual), (a Partnership), (a Corporation), hereinafter referred to as ' the "Principal" and ( Firm) Fidelity and Deposit Company of'Maryland (Address) 1404 American Lane, Schaumburg, IL 60196-1056 hereinafter referred to as "the Surety", are held and firmly bound unto ' City of Fort Collins 300 Laporte Avee Fort Collins Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal SUm of Three Million Two Hundred Fifty Pour Thousand Five Hundred Eighty Six & 75/100 ($3 254.5.862.j) 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 2011, a into a certain Agreement with the OWNER, dated the 14th day of April, copy of which is hereto attached and made a part hereof for the performance of ' The City of Fort Collins project,7222 Asphalt Overlay. 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 Not- ce to the Surety and which may be granted by the OWNER, with or without 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 of failure to do so, and shall reimburse and repay the OWNER all outlay reason and expense which the OWPSFR may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. 1 Rpv10120107 section 00610 Page 1 I 1 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 execute in three (3) counterparts, each one of which shall be deemed. an original, is 20thday of April 20 ll, (Corporate Seal) IN PRESENCE OF: dba Lafarge West, Inc. (Title 1800 N. Taft Hill Rd., Fort Collins, CO 80521 (Address) Other Partners By: BY: ' idelity Deposit Company of Maryland IN PRESENCE OF: Surety and I� a Owe s y ra •. ronson, ttorneN-m-Fact c/o Aon Risk Services Central, Inc By [Address) Market t., te. 1000 E z beth Marrero Philadelphia, PA 19103 ' (Surety Seal) NOTE: ,Date of Bond must not b4& prior to date of Agreement. execute Bond. ' If CONTRACTOR is Partnership, all partners should ' Section 00610 Page 2 Rev 10/20/07 1 I SECTION 00615 PAYMENT BOND Bond No.09036080 KNOW ALL MEN BY THESE PRESENTS: that Lafarge West, Inc. 1800 N Taft Hill Road, Fort Collins, CO 80521 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and ( Firm) Fidelity and Deposit Company of Maryland (Address) 1400 American Lane, Schaumburg, IL 60196-1056 ' hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 as (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum cf nueeMillmnTcoHundred FihyFour TioumidFive Hundred Fight, S¢&75111H1(S3,25y5XG.75) 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. 1] t THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 14th day of April, 2011, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7222 Asphalt overlay. 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. Rev10/20/07 Section 00615 Page 1 II 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 i— three (3) counterparts, each one of which shall be deemed an original, thi 20thday of April 2011. IN PRESENCE OF: Prinei al L r> orth West, Inc. ' alLalarge LA I-7 c� ' ` s y torpoI5aie seal) c.. rjl =�'�'.• OF: ' ....I�,,PR£:�NCE (Title) 1800 N. Taft Hill Rd., Fort Collins, CO 80521 (Address) Other Partners IN PRESENCE OF:'i Surety fidelity and Deposit Company of Maryland a O ens n ra E. rlson, Attorney-m- act t c/o Ann Risk Services Central, Inc. ,za5 Marrero (Address) 1650 Market St., Ste. 1000 ;} �(,Sure*7y a1i :� Philadelphia, PA19103 � 1 N TE:!,pate of Bond must not be prior to date of Agreement. 0 'Ulf CONTRACTOR is Partnership, all partners should execute Bond. Rev10f2o107 Section 00615 Page 2 8. BID SCHEDULE ALL BELOW LINE ITENI PRICES SHALL INCLUDE TRAFFIC CONTROL AS PART OF'FHE UNIT PRICE FOR THE WORK. REVIEW THE CONTRACT NIAPS FOR STREETS SCHEDULED FOR REPAIR IN 2011 Item No. Item Description Unit Contract Quantity Unit Cost Cost 109.00 Force Account - Asphalt Cement Cost Adjustment Estimate N/A N/A $320,000.00 202.10 Grinding (planing) Surface Preparation <3" SY 1,000 202.30 Grinding (planing) Surface Preparation 5" to 7" SY 2,000 202.40 Grinding (planing) Surface Preparation 7" to 9" SY 2,500 20250 Taper Planing Adjacent to Gutter LF 500 202.60 Bobcat Style Milling < 3" SY 100 202.70 Bobcat Style Milling - Additional Inch Thickness SY/ IN 200 203.10 Excavation - General Less Than 100 CY CY 25 203.20 Excavation - General Over 100 CY CY 15 203.30 Excavation - Muck CY 25 203.40 Borrow - Less Than 100 Ton TON 50 203.50 Borrow - Over 100 Ton TON 25 203.60 Shouldering LF 400 208.10 Rock Wattle LF 400 208.20 Crumb Rubber Wattle LF 300 208.30 Straw Bales EA 10 208.40 Silt Fence LF 100 210.00 Reset Mailbox EA 1 210.01 Adjust Valve Box EA 180 210.02 Adjust Valve Box with Ring EA 10 210.03 Adjust Valve Box -Tyler 6860 Series, Item R 69, Screw Type Adjustable Riser EA 6 210.04 Adjust and Replace Top Section of Valve Box EA 5 210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Part Only) EA 2 210.06 Tyler 6860 Series, 16" Valve Box Top Section Without Lid (Part Only) EA 5 210.07 Tyler 6860 Series, 26" Valve Box Top Section Without Lid (Part Only) EA 3 210.08 Total Valve Box Replacement, Tyler 6860 Series, 30" Bottom Section EA 4 210.09 Adjust Standard Manhole 1524" EA 130 210.10 Adjust Special Manhole>24" EA 21 210.11 Adjust Manhole with Ring EA I 210.12 Adjust Manhole with Ring w/Locks <24" dia, < 3" height EA t5 210.13 Adjust Manhole with Ring w/Locks 524" dia, > 3" height EA 15 210.14 Adjust Manhole with Ring w/Locks>24" dia, <3" height EA 12 210.15 Adjust Manhole with Rine w/Locks >24" dia, > 3" height EA 2 306.01 Subgrade Preparation SY 50 306.02 Asphalt Recycling 5-10" SY 100 307.10 Class C Fly Ash Delivered & Spread 12" Depth @ 10% TON 250 Addendum 1 Page 2 of 11 7222 Asphalt Overlay Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by M. P. HAMMOND, Vice President, and GREGORY E. MURRAY, Assistant Secretary, in pursuance of authority granted by Article V 1, Section 2, of the By -Laws of said y, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d ) ereby nominate, constitute and appoint Richard G. DICCIANI, Darella E. WHITE, Do } R rd A. JACOBUS, Mary C. O'LEARY, Sandra E. BRONSON, Maureen M " tancy I{ WALLACE, all of Philadelphia, Pennsylvania, EACH its true an an A1toti' make, execute, seal and deliver, for, and on its behalf as surety, ts�zcl # e �nt a�hhoi and undertakings, and the execution of such bonds or undertakings inp� pre !, as-1 -ding upon said Company, as fully and amply, to all intents and purpose ha y t lenowledged by the regularly elected officers of the Company at its office in Baltimot �In 8 sons. This power of attorney revokes that issued on behalf of Richard G. DICCIANI, Darella F.�) D�S . WHEELER Richard A. JACOBUS, Mary C. O'LEARY, Sandra E. BRONSON, Maureen E. MCNEILI�ytse G. MCVAUGH, Nancy K. WALLACE, dated June 13, 2006. ' The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and ' affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 20th day of June, A.D.2006. ' ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND By. State of Maryland Gregory E. Murray Assistant Secretary M P. Hammond Vice President ss. City of Baltimore ' On this 20th day of June, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came M. P. HAMMOND, Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers ' described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal ' and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Maria D. Adamski Notary Public ' My Commission Expires: July 8, 2011 1 ' POA-F 156-0062 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,... and to affix the seal of the Company thereto." CERTIFICATE 1, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this a0 day of k D 37. Assistant Secretary - -J I FIDELITY AND DEPOSIT COMPANY ' OI' MARYLAND 3910 KESWICK ROAD, BAL.TIMORE, MD 21211-2226 Statement of Flnanclal Condition ' As Of December 31, 2009 ASSETS Bonds............................................... ................................................................................................ S 156,584,995 ' Stocks............................................................................................................................................... 22,537,672 Cash and Short Term Investments................................................................................................... 9,719,598 Reinsurance Recoverable................................................................................................................. 9,347,241 ' Other Accounts Receivable.............................................................................................................. 51,052,264 TOTAL ADMITTED ASSETS........................................................................................................$ 249,241,769 ' LIABILITIES, SURPLUS AND OTHER FUNDS Reserve for Taxes and Expenses...................................................................................................... $ 76,835 Ceded Reinsurance Premiums Payable............................................................................................ 53,237,612 Securities Lending Collateral Liability............................................................................................ 5,511,875 ' TOTAL LIABILITIES.................................................................................................................... $ 63,826,322 Capital Stock, Paid Up........................................................................................ $ 5,000,000 Surplus................................................................................................................ 180,415,448 ' Surplus as regards Policyholders...................................................................................................... 185,415,447 TOTAL....................................................................................................................................... $ 249,241,769 ' Securities carried at $38,385,957 in the above statement are deposited as required by taw. Securities carried on the basis prescribed by the National Association of Insurance Commissioners. On the basis of ' December 31, 2009 market quotations for all bonds and stocks owned, the Company's total admitted assets would be $247,657,513 and surplus as regards policyholders $186,999,703, II 1 I, DENNIS F. KERRIGAN, Corporate Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, cto hereby certify that the foregoing statement is a correct exhibit of the assets and liabilities of the said Company on the 31st day of December, 2009. ' Stale of lllinios City of Schaumburg SS: Subscribed and sworn to, before tire, a Notary Public of the Stale of Illinois, in the ILL of SScchh�auu(mbbuurrg,,tthis 15th day /1oor March, 2010. si c Notary Public i •`e !� lv1ARL06.SARAEIYN OFFICIAL LAY COMMISSION EXPIRES<' NOVEIdOER20,2011 nnn..., nr n,.n nn..nnnn n. I ' SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. l' IRev10/20/07 Section 00630 Page 1 -1 4 CERTIFICATE OF LIABILITY INSURANCE DATEIMMA)D/YYYY) 04C!WO1l THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER AOn RI Sk SCrVI CeS CCnLrdl, ZnC. Philadelphia PA Office One Liberty Place 1650 Market Street CONTACT NAME PHONE FAX INC.Ne.EXtl: (866) 283-7122 uc. (847) 953-539D E-MAIL ADDRESS: Suite 1000 Philadelphia PA 19103 USA WSURER(S) AFFORDING COVERAGE NAICd INSURED Lafarge West, Inc 1800 North Taft Hill Road, Fort Collins CO 8OS21 USA NSURERA National union Fire Ins CO of Pittsburgh 19445 INSURER B: Insurance Company of the State of PA 19429 WsuRER C: Granite State Insurance Company 23809 INSURER D: Illinois National Insurance CO 23817 INSURER E: Lexington Insurance Company 19437 NSURERF: - y THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested S LTR A TYPE OF INSURPNCE GENERAL IJABMY X COW&ERCIAIGENERALLIAWLITY % CUIMS-MADE ❑ OCCUR INSR VIVO POLICY NUMBER GL CM Y POLIO EFF O P.L LIMITS EACH OCCURRENCE $2,000,000 PREMISES a 5500, 000 MED EXP I" ne peon) rs $ 50, 000 R2 PERSONAL&ADVINJ.Y S2,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMPIOP AGO S2,000,000 GENt AGGREGATE LIMIT APPLIES PER'. X POLICY , CT O. A A A A AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED SCHEDULED CA 16076SO CA 1607651 (MA) CA 1607652 (OR) CA 1607653 CVA) 07/01/2010 07/01/2010 07/01/2010 07/01/20100710112011 07Ol 201 07/01/2011 07/01/2111 COMBINED SINGLE LIMIT [[Id S2,000,000 BODILY INJURY( Per person) BODILYu,,Ry IF., ar nq PROPEN' DAMAGE AUTOS AUTOS HIRED AUTOS NON'OWNED AUTOS Per e[dtlenl E X UMBRELLA LIAB EXCESS Li N OCCUR CLAMS -MADE 62785160 07/01/2010 07/01/2011 EACH OCCURRENCE S1,000,000 AGGREGATE S1,000,000 DED I RETENTION B C D c O WORKERS COMPENSATION AND EMPLOYERS' UAIBIUTY YIN ANY PROPRETOR I PARTNER I EXECUnVE N OFFICEWMEMBER EXCLUDED)' )Mandilory In NM Ii desaibeunder OESCRIPTIONOFOPERATIONSbel— E WC5145487(AOS WC 5145488 (CA) WC5145489 (FL) WC5145490 (IA,etc) WC5145491(MI) 07/Ol/ZO10 07/01/2010 07/01/2010 07/01/2010 07/01/2010 07/Ol/2011 07/01/2011 07/01/201, 07/01/2011 07/01/2011 % TORY LIMAITS OTN EL EACH ACCIDENT S2,D00,000 E.L. DISEASE -EA EMPLOYEE S2, 000,000 E.L DISEASE-POUcY LIMIT S2.000,000 DESCRIPTION OF OPER,%MNS I LOCATIONS I VEHICLES (ANacn ACORD 101. Additional Remahs Schedule, B mo2 Space 6 2Auked) RE: City of FC 2011 Overlay Project, Job No. 72322. City of Fort Collins is included as Additional Insured on General Liability policy as respects to operations of the Named Insured where required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED W ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Collins AUTHORIZED REPRESENTATIVE Attn: James O'Neill Purchasing Division 215 N. Mason Street, 2nd Floor PO Box 580 Collins Co 80522-0580 USA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD `m m U Attachment to ACORD Certificate for Lafarge West, Inc The terms, conditions and provisions noted below are hereby attached to the captioned certificate as additional description of the coverage afforded by the insurer(s). This attachment does not contain all terms. conditions, coverages or exclusions contained in the policy. MSURED Lafarge West, Inc 1800 North Taft Hill Road, Fort Collins CO 80521 USA If a policy below does no INSURER INSURER INSURER INSURER INSURER t include limit information, refer to the corresponding policy on the ACORD ADDITIONAL POLICIES e�;�,,,,e s...., f -onnry Ifmitc. MSA Lill MEOFINSURANCE ADDL MSR SUBR WVO POLICY NUMBER/ POLICY DESCRIPTION (MMIDD/YYYII POLICY EFF POLICY Exl (MM/DDII'YYII LIMITS WORKERS COMPENSATION a N/A CN]) 7/01/2010 07/01/2011 A N/A wc5145493 (OR) 0 07/01/211 WC5145494 (WI) 7/01/2010 0wc5145492 7/01/2011 Certificate No: 570042229702 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:7222 Asphalt Overlay PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: Lafarge West, Inc. CONTRACT DATE: April 14, 2011 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 AUTHORIZED REPRESENTATIVE DATE REMARKS: Rev 10/20/07 Section 00635 Page 1 I [I SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Lafarge West, Inc. Gentlemen: 20_ You are hereby notified that on the _ day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 7222 Asphalt Overlay. 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 April 14, 2011. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 1 20 . Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: Rev 10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Lafarge West, Inc. (CONTRACTOR) PROJECT:7222 Asphalt Overlav 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 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. Rev 10/20/07 Section 00650 Page 1 ' I [l 5. 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 ATTEST: Secretary STATE OF COLORADO day of CONTRACTOR By: Title: )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20 , by Witness my hand and official seal. My Commission Expires: Notary Public 20 Rev10/20/07 Section 00650 Page 2 8. BID SCHEDULE Item No. Item Description Unit Contract Quantity Unit Cost Cost 307.20 Stabilize Subgrade - Tilled, Watered, & Compacted SY 6,000 403.01 HMA - Grading SX Parking Lot Overlay TON 100 403.02 HMA - Grading SX Basketball Court TON 25 403.03 HMA - Grading SX (20% RAP) TON 100 403.04 HMA - Grading S, 64-28 Modified Binder (20% RAP) TON 23,000 403.05 HMA - Grading S, 64-22 Binder (20% RAP) TON 15,000 403.06 HMA - Grading SG (20% RAP) TON 300 403.07 HMA - Hand Patching - Remove & Replace TON 4,350 403.08 HMA - Hand Patching >_ 10" Remove & Replace TON 425 403.09 HMA - Paver Patching - Remove & Replace TON 100 420.01 Geotextile Paving Fabric SY 150,000 Total Base Bid Cost S Dollars and Cents ■ BID ALTERNATE l (Horsetooth Rd. - College Ave. to Timberline Rd.) Contract Item No. Item Description Unit Unit Cost Cost Quantity 202.20 Grinding (planing) Surface Preparation 3" to 5" SY 74,000 TOTAL COST iNote: The listed The City Fort Collins listed. quantities above are estimates onlv. of reserves the right to mods the quantities for anv or all items IN ADDITION TO THE BID SCHEDULE PRICES FOR EACH MIX DESIGN LISTED ABOVE, VENDORS bIUST SUBNI IT THE FOLLOWING COSTS FOR APRIL 2011: Asphalt Cement (PG 58-28) $ /ton Asphalt Cement (PG 64-22) S /ton Asphalt Cement (PG 64-28) S /ton PRICE ADJUSTNIENT FACTOR (See Specification Section 109): ' GR SX (PG 58-28) 20% RAP S /ton GR SX (PG 64-22) 20% RAP S /ton GR S (PG 58-28) 20% RAP S /ton GR S (PG 64-22) 20% RAP S /ton GR S (PG 64-28) 20% RAP S /ton GR SG (PG 58-28) 20% RAP S /ton GR SG (PG 64-22) 20% RAP S /ton Addendum 1 Page 3 of 11 ' 7222 Asphalt Overlay SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Lafarge West, Inc. PROJECT: 7222 Asphalt Overlay CONTRACT DATE: April 14, 2011 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 Attorney(s)-in- Fact. Rev10/20/07 Section 00660 Page 1 I I III I I I 1 1 L� SECTION 00670 Section 00670 Page 1 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) �� flh AIhT 1A/DI7C IAI TIJIC CDA(`C The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by OOR) Period 0170-750 (999) $0.00 89 - CO.NTRACTOR iNFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employees Identification Number: Bid amount for your contract: $ Fax Number. ( Business telephone number: Colorado withholding tax account number. Copies of:contract or'agreementpages (1) identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties must+be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): - Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: I 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: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Section 00670 Page 2 ' 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 exemption to subcontractors. Only prime contractors 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. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. ' Once an 89# has been assigned to you, please use the next five numbers following it for any applications 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 succeeding 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. 1 Section 00670 Page 3 SECTION 00700 GENERAL CONDITIONS I I I I I I I I I I I I I I I I I I GENERAL CONDITIONS - - OF THE commumm comkAcr These GENERAL COINDITLONTS have 6e66 5l6vel* 4.by using the b—rAUDAPD,oi6qERACCONDITIONS OF TUE CONSTR . UCTION CONTRACT prepIrW , y the Engincers.Joint Contract Dmuments, Comffikice, FICDC No, 1910-S Q990 Edition), asa insr.'Change sto that document are shown by underlining text, that has �becn added and striking through text thai.has been del6tcd, F,.JCDC GENERAL CONDITIONS [ t) 16-8 (19.90 E- DMON), WITH CITY OF Fofff COLLINS MODIPICAt'1ONS (REV 9/99) I I Article'ni Paragraph Number &-ritic WIM1,131 =*- TABLEOF cbNTrtNTsoT,' GENERAL, CONDITIONS. Page Articte or Paragraph Number. Number &Title 1.1 Addenda 1.2 Agreement . .......................I..................1 13 Applimtioii for Payment.......__....._..., I 1-4 Asbestos I ' J Bid 1.6 1_3 Bidding Requirements .....:....:..:..:..:........I L. Bonds ..... ............ .............................. 19 Changc Cirdei ...............I...... -..............:I 1.10 Contract Documents -------------- _ ....... 1. .1.1 I Contract Price .......... ........... I L 12 Contract rim cs_, L13 CONTRACTOR I14 d�fi�crive.: I L15 Draw 1_16 Effective Date of the Agreement,.,,...,.., 1 1.17 ENGh\rEER._ ................................ I 1.18 LNIG&TEER's Consultant : 1 119 Field Order,,,_.. .................. ...... � 1_0 General R , E3 quit menu ............... 1 ........... I � I I 1a7ardous Wasic 2 1,22.a Laws and RLgulatibns; 1-'WSLor Regulations �� 1_22,b Leg'l flolidays ..........................„-.,._.,,2 ..... 1.23 Liens ................................................... 1,24 �vfilcstone. ........... 1.25 Notice of Award ].36 Norice to Proceed 11-7 OWNER 1.28 Partial Utilization :129 FC13S 1:30 Petroleum 131 Project ............................................ .... 1.31a Radioactive MaLcrial ................ ........ 131b Regular %Vorkina Hours__ _ .._ ........ i 133 Resident Project 7Representative­ ...... 1.34 Samples. ........................ 1,35 Shop Drawings ....................................2 1.36 Specifications ..................................... 1.37 Subcontractor ............ * ........ 1.39 Substantial Completion,., , 2 139 3 t. Supplementary Conditions .................. 1.40 Supp!ier L4l Uridefgroimd Facilities ------ ..... 1_3 1.44 Unit Price Worlti 1.43 Work..................................................3 L44 Work Chan2c Directive 1.45 Written Am�endment.,_,,_ Page Number. PREJ IN -UNARY MATTERS................. 7_ ....... I 2: V Detivery of Bonds..,, ............ I ........... 2.2 a Conics fbocumcn L�q..;_J;1 23 Commencement of Contract Timcs: Nloti6c to Proceed...._........ . 3 2.4 Srarting't e 15-7.7 Befara Starting Constru6tion: CONITRLACTOR's Responsibility to Report; Preliminary ' S�chcd&s. Delivery of ccruricates.of Insurt nee ................. __ ........ .2.8 Preconstruction C6rrf&ence,_, ........ ;4 2.9 Initially Acceptable Scfiedules____.,A K CONTRACT DOCIJIVIIS'NTS: INTENT, ANIENDING, RFUSF ....... ...... ........ ...... ............ 4 3A -12 Intent ............................................... 4 33 Referenceto Starrdards.and'Speui- fications of Technical. Societies-, Reporting and Rcsolviniz Dis. erepancies .................... 4-5 3,4 Intent of Certain Terms or Adjectives..................... ......... 1 15 Amending Contract Docun ents., ..... 3-6 Supplementing Contract Documents 5 3.7 Reuse of Documents 4:. AVAIr..-\LBiLITY OF. LANDS; SUBSURFACE AND PHYSICAL CONDITIONS: REFERENCE POIITS 5 4.1 Availability of Lands .... ...... ;; ...... _.5-6 4.3 Subsurface and Physical Conditions 6 4. 2. 1 Reports and Drawings ...................... (y 4.2.2 Limited Reliance by CONTRAC- TOR Authorized'• T&hhical Data 6 4.2. 3 Notice of Differing Subsurface or Physical Conditions 6 4.14 FNGr`kMER:s Review 6 4-2.5 Possible Contract Documents Change.........................................6 4,16 Possible Price and Times Adjustments-...-.,-, ... . ......6.7 :4.3 Physical Conditions--LJnderground F ilitics acl 7 .4.3.1 Shown of Indicated,:— ............ 7 4.3.2 �.Tot Shown or Indicated 7 4.4 Reference Points ...............................7 EJCDC GENERAL CONDI rro.Ns.iqto-s(iq,,o Euiviot\` wt CITY OF FORT COI.LINS MODIFICA77ONS (RFV 91'M* I I I I I I I I F I L-1 I I I I I I I I I I I I I I I 11 I I I I I I I I I I I Article or Paragraph NuirberAXItle page Article or Paragraph -Number Number &Title 4.5 iksbestos, PCBs., Petroleum, Hazardous Waste or Radioactive Material.....:.:...........7.8 BOLNI)s ................................. 5.1-5. 2 : Perforataricc, Paymenialld.0diev Bmds� ............. : ................................ 8 i.3 Licensed Sureties and Insurers: Certificates of Insurance 8 5.4 CONTRACTOR's Liability- 1 nstrancc ...... :9 5.5 OWNEXs Liability -Insurance,,:..,,.,... -9 i-6, Property Insurance,... 5.7 Boiler and Machinery or Addi: tional Property Insurance.-................10 5:8 -Notice of Cancellation Pr6%ision 11) 5,9 CONTRACTORs Responsibility . ' ler'Dediietible Amounts,,,,,,,,,,,,,,,,,, 11) 5. to Pther Special Insuranee ............. ___10 5:11 Waiver of III 5. 12-5. 13 Receipt and Application of insurance Proc&da; :10-11, 5A4 Acceptance. of Bonds and fristi- rince; option to Repface I 1 5.15 Partial Utilization --Property Insurance -......I ........................... -I I CONTRA(71'OW3 RESPON'.)IBINTIES 6.1-6.2 Supervision and Superintendence,,,,,,, 11 6,345, Labor, Materials. and Equipment.,. 11-12 6.6 Prouers Schedule 12 6:7 Substitutes and "Or -Equal" Items: COWPACTOR's Expensq: Substitute -Construction klethods or Procedures; FNG INZFER's-Evaluaticn;- .,_ ---- 12-13 6.8,6.11 Concerning Sdbconu-acturs. Suppliers and Others; Waiver of Rights., ...... 13-14 6.12 Patent Fees and Royalties ................... :14 6.13 Permits._ ......... ......... 6.14 Laivs and Regulations .........................14 6,15 Taxes 14 - t 5 6. l6: Use of Premises 15 & 17 Site Cleanliness.,..„.15 o.18 Safe Stru6tural Loading, ................ 15 6.19 Record Docurnents 6;2o Safetyind Protection, , -.--.15-16 6.21 Safety Rcprcsentati . ve ..... _,J6 6,22 Hazard Coniniunicition Programs,,,,., 16 6.23, Emergencies ..... I ...... ........... -'- 16 6.24 Silo Drawings and Saiupte$ ..............16 [Inge Number SubaiiatifFIrbeeedt. tres-, CON; TRAC,TOR!s* Review Prior to, Shop Drawing - or Sample Subtriiital ­* .....-.. .. ;--` ; � ';-- : ­ r.- 16 6.26 Shop Drawing XSrun pie Submit, - talc Review by.ENGINEER ..... 16-17 6.27 Responsibility for Variations From ConfiaLt D6curfients.: ......... 17 281 Related Work Perfortru&d Prior to ENGINEFR'i Review and Approval of'Required Subncittals....', ............ ...... 619 Continuing the Work... - ........... 17 6.36 COirr'RA'CTOR!s Genera I Warranty and Guarantee,,,;,;,,;;;,,, •63 1 -6;3j Indemnification 1-7-18 6.34- tSurvival ofObligations; ,_,.%;4.., JS 71. OTHER 4' VORK._; ......... ....... ___ ....... ....... 18 TI-7:3 Related Work at Site ... 3.4 Coordination .......... ------ 11 S! OWNER'S RESPbNtSrBrLrTfEs , :9. 1 Canimunicatiom to CON- TRACTOR... .... -------- Is 8.2 Replacement of ENGINEER ........... 13 83. Furnish Data andPay Promptly 'When Due 18 8A Lands and Easements; Reports and Tests 18-19' 9.5 Insurance- 19 .8.6 Change Cirr"S* 8.7 Inspections, Tests and Appnova k ............................. ..... 19 Stop or Suspend Work: Terminate CONTRACTOR's §erVL*Ce3................. --;- 8.9 Limitations on OWNER'S Responsibilhies ............................19 8.10 Astleitcs, PCBs, PeLrolewn, Himr(lous Waste or Radioactive Material..... ................ 19 8.11 Evidence of Finitneiil Arrangements ............ ._..............11) Q. ENGINEERS STATUS DURING CONSTRUCTION . ....................... ...................... 19 9,1 6WINER's Repm.wntntive- ---- _.: 1 ...... 9 9. 2' Visits to Site 19 931. ject Representative....- 19-11 9;4 Clarifications and Interpre- cat ions :21 9.5 Authorized Variations in %Wk. 21 LICE)CGUNUCkLCOND111ONS 1910-8t19913 LOI ROM FORTC011INN NTOOFFTC,%TTU,4s tREV919!o I I -Article or paragraph Page Article or Paragraph Number Title Number. Number 3-Title 96 RejiNtirig Dqfectiva Work;,,,,;,,,,;,;;,;, 21 9.7;9.9 Shop Drawings, Change Orders and Payments ................................... :21 930 Detarnini!ions for Unit -12 9.1-1.9m 12 Decis.ions. on Disputes; ENGI- NEER as Initial interpreteC 22 9.13, Limitations an ENG[NEERs Author­4} and Resp.onsibilitics__:22-25 CHANGES IN' THE:WORK 23 10.1 OWN' ER's Ordered Change ................. �3 10 , 2 Claim for Adjustment., ..,:......... 103 Work'Not Re . .. cluired by Contract _ 723 Documents ........... 23: 10.4 Change Orders, 23 10.5 Notification of Surety .... ­ ........ ;. : L. 21 CHANGE OF"CONTRACT PRICE ..................... .... �3, 11.1-1 IJ Contract Price; Claim f6r Adjustment; Value of the Work '23-24 11-4 Cost of the Work ................... ....... . 44-25 11.5 Exclusions, to CO'st Of the W6rk 23 11.6 r0NrRA&rb1R1s 25 11.7 Cost Pecords.._� al.-.:5-26 ILS Cash Allowances ....................... ....... 26 11,9 Unit Price Work ................................ 26 CFL\_KGE OF CONTRACT TIMES................. ..........'16 " 12.1 Claim for Adjustment .................. ........ 6 .12.2 Time of the Essence ................. 26 12.3 Delays Scycind CON'TRACTORs Control..., -, ......... ; ............... �Mr27 12.4 Delays.Beyond OWNERS and CONTR_NCTORs Control ............. _?7 TESTS AND INSPECTIONS: CORRECTION, REMOVAL OR ACCEPTANCE OF' DEFECTIVE WORK 27 13.1 Notice of Defects -�7 ..................... ........ 1 13.2 Amess to the Work 1-7 13.3 Tests and Inspections; COVIMACTORs Cuoperation .......... 27 13.4 OWNERS Rcsponsibiliiies; Independent Testing Laboratory_,,,_„ 37 11_ CONITRACTORs Responsibilities ..................... ......... _2 7 13.6-13.7 Covefing.kivlork Prior to Inspec- tion. Testing or Approval,._­­­;:..2.7 INge Num bar 13;8-13;9 Uncovering Work at ENGf- NEER's Request * 27-28 1110 .................. ....................37 .. OWNER may,stop'the Work ..... is 73,11 correction or Removal of '13. 12 Correction Period.,.....:...................28. 13,13, Acceptanee of D2fective Work, ....... 28 1114 OWLNM-R-May Cbrrect De.fective kVdk..:,. 28-79 14. PAYMPANTSTOCONTRACTORAND COMPLETION 14,1 Schedtile'of Values ,Progress"` ...... 14.2 -Applicatio n for Paymont, --- ....................... :__29 14.3 coNaRACTOP's Warrintyof Title:., ...................... ; ..... %.4 ... :_.,29 1.4-4-14-T Review of Applications for Progress Payments ......... ...... _,2Q-30 14.8-14.9 Substanti al Completion,,,,.,, , 30 14.10 Partial Utilizatioq ...................... 30-31 14.11 nspection................. ......... Final Inspection,,,,,,,,,,,,,,,,,,, Al 14.13, Final.Application for Payment ..... _31 14.13-14.14 Final Payment and Acceptance....: 31 14.13 Waiver,of Claims 31-31 15. SUSP13NSION OF IVORK AND TERMI'NiNfION ..................... ........................ _31 vm OWNERwlay Suspend Work, ......... 32 15.2-1 i.4 OWNER May Terminate ......... I.;. i CONTRACTOR May Stop Work or. Terminatc,__; ...... 1_32-33 16, DISPUTE RFSOLUTION ............ ; ................. :.,. _33 17. MISCELLANEOUS 33 17.1 Giving Notice,.___..,_. ......... ........... 33 17.2 Computation of'rimes..................33 17.3 Notice of.Clairn .............................. 33 17-4 Cumulative Rcmedic!k ................ ... 33 173 Professional Fcm;iand Court Costs fricl6ded 13 17.6 Applicable State Laws ............... 33-34 Intentionally left ffink. _ ............ ......... 35 EXHIBIT GC -A-, (Optional) Dispqte Resolution -Agreement .....................GC- Al 16.1-16.6 ..�rbitration ........... ......... t, X_-Al 16.7 rJCDC GENERAL CONDI 1`10,115.1910-3 i(Tin ED[ r10141 W C3TY OF FOKrCOI.LrNS'.\[Qr)IRCA'PC)NN (REV 9/9)) I - L I I I I I I I I I I I I I I I I I I 1 i 1 1 1 INDEX TO GL':MRAL -CONDITIONS City of Fort Collins modifirations,to the, eneial Conditions'ofthe Construction"Contract are not shown in this ihdic Article or'Paragraph Number Acceptance of - Bonds and Insuranc4.::..................:...::.::.:....:...5.14 ;defecri4e Work,,,,,,,,,,,,,,,, ....10-4..1. 13.5; 13:13. final payment ............................_.___...9.1, 14,15 insurance......................................................... 14 tither Work by CO\*TRACTOR ..........................7.3 Substitutes and "Or -Equal" [tams........ ¢;7.1 Work by OW_ NCR .................... :......... 2.5� 630;.6.34 Acc-essto the-. Lands; O W'NE R and C)N T RAC I OR ;esponsibilthes, ,-,;:,, ,,, 4.1 site. related Work,_ - ............... .......... ;.:7.2 Work ......................................... .13t^_-. 13,14 14.9 Acts or Om issions--, Acts and Om issions-- CONI'RACTOR'--......,..._.... ,.. -.. -6.9.1; 9..13.3 ENuIDfF.CR..... ......... ................ ......... .... ¢:2u, 9,13.3 O\\TIER.................. .:............................... a20. 8.9 Addenda -definition of (also see definition of Specifications) ...... ;.(1.6,.1.ID, 6.19). 1.1 Additional PropertyInsurances., ............ ; .................. 5.7 Adjustments -- Contract Prick or Contract Times „ 1.5,3.5.4.1.4.3.2,4.52. , .............. 9.4.95. 10.2-lDA, .........................................1.1, 12. 14.8, 15.1 .................._............ 6.6 Agreement -- definitionof.......................................................� 'All -Risk" Insurance, policy form...........................>,6_2 Allowances, Cash ........................ . ...................I 1.8 Amending Contract Documents 35 Amendment, Written -- in general, ..., ._...,.I 10. 1 4i3 5, S 10, 5.1', 6.6.2 ..........................6.8.2, 6.19. 10.1, 10A, I I:_ ........:,:.`---_.::,....,.. �... 12.1: 13.11.2 14. 7.2 ER Appeal- OWNor CONfR ACTOR intent to ..........................9.11), 9.11, 10.4. 16.2, 16.5 Application for Payment -- definition of......................................................1.3 ENOfNF.ER's Responsibility..,,.,.,,,,, ...... 9.9 ............... final payment...,._,,,,,.,,,, 9.13.4.9.13-5, _ 14.12-14.15 in general..........................2.8. ?9; 5.6.4, 9.ID; 15.5. progress payment, ._ ................ :::..::::::::::.14.I-IJ.7 review oC__, ..___ 14.4-14;7 Arbitration , , ,,,,,, .,.,. ,.. ,16.1-16:6 Asbcstos - ............................:a:5.2, claims pursuant thereto 4.5,3 CO\'TRACTORauthorized to stop Work _.....,,, 4.52 detlnitlun of........................................................1.4 Article.or Paragraph Number .OW'NER. responsibility :for '............................. 4:5.1_ B..If), .possible price and'times change ........................4.5:2 Authorized.Va6ations in Work.,,,,,,,,, 3.6. 6.25. 6.27; 9.5 :\vai[ability of Lands ............ ..............................4.1. 8.4 Award; Notice of --defused ...... .......... .....a 25. Before Starting Construction .......................... : ... ....... .2 5-2.9 Bid --definition of, ......... .......... 1, 1_10, 13, 3:1 - 4.2.6,4, 6.13, 14,43„ 111.9.1) Bidding Doctments deCmitiun Bidding Requirements=del-tnilion of..........................................Ll Q. V..4:2:6,2) ... Bonds - acceptance of.... ........._,............ .......... .... ........ .5.14 additional bonds 10.5, L 1.4.-5.9' Cost of the Work .............:.............. I L5A definition of._...__...:.......:_:..._........_ ......:.:..::.::LS delivere of ,,,,,,, .................................... 2.1. 51. final Application for Payment .................. general ...... .......... I ....................... 1.10, 5.1-5.3. 5.13, _ 9.13, 10.5. l 4.7.6 Performance . Payment and Other _.,, . , J:15.? Bands and Insurance --.in general ............. ......:............. ? Builders risk "all-risk" policy form...................j.62 Cancellation Provisions; bnsuranec,,,_.,, 3.4.11. 5.8, 3.15 .Cash Allowances I LN ......:............................................. Certificate of Substantial Completion ......... I.38: 6.30 2.3. .................................................14.3, I4.10 Certificates of Inspection .................. 9.13.4. 13.5. 14.12 Certificates of Insurance.„ 2.7; 5.3. -5 4.11. 5:4.13, ...................... 6 5, 5.8. 5 14, 9.13.4. 14..12 Change in Contract Price-- CashAllowances..,...-...........:........:I 1.8 claim for price adjustment.............4.1. 4 ?.6. 4.5, 5.15. 6.8.2. 9.4 ............. .... 95.9.11. 10.2, 10.5, 11.2. 13.9. ........ I ...... ......... 13.13, 13,14„ 14.7, 15.1, I5.5- CONTRACTORS fee .......... .................. ............. 11,6 Cost of the Work general................................................11.4-1 1.7 Exclusions to... :x,_­ I., 1­1:..:_,11_0__A 1:5 `Cost Records .---._._-`--......:....:..._..:,_,._:._:::.:..I1,7 in general.,, „ , .1:19, 1,44. 9.11, 10 42 16.4. , 11. Lump Sum Prichg................. ....................... 1 L12' Notifi6tion,6f Surety-,,.,. ............... 10 Scope of. ....... .-.._...........:................. 'ID.3-IVA Testing and Inspection. Uacovering.the Work... ..................... ....... 13:9 81CLR; OLtdhl{.V. CO.NDMONS I91n.3 (t99n L'0I"r10A:1 W (TlY OF.FORT.CQLI.li, h10DIFfCnTlOaa' (RF.V 9199) REVISION OF SECTION 208 EROSION CONTROL Maintenance The contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. See Detail SC-5 contained herein. All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Removed sediments shall be deposited in an area tributary to a sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets. METHOD OF MEASUREMENT Subsection 208.07 is revised to include the following: Payment will be made by the lineal foot for inlet protection at each location within the area as required by the City Representative. When work begins in a new area, an additional payment will be made for protection of the inlet locations in the new area designated by the City Representative. The length shall be sufficient to protect the opening and sides of the inlet grate. A maximum of four (4') lineal foot additional to the opening width shall be paid. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional lineal foot payment will be made for the protection of the location. I. Inlet protection shall include sufficient length to protect around the perimeter ofthe grate on a standard size inlet opening. A protection device shall be installed on the down hill side of the truck washout area and shall be considered incidental to the work and not be paid for separately. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work. Street sweeping will not be measured or paid for separately but shall be incidental to the work. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 208.08 is revised to include the following: Payment will be made under: Pay Item Unit 208.10 Rock Wattle 208.20 Crumb Rubber Wattle 208.30 Straw Bales 208.40 Silt Fence Project Specifications —Page 17 of 42 Units L.F. L.F. E.A. L.F. Addendum 1 Page 4 of 11 7222 Asphalt Overlay Unit PriceMork 11.9 Article or Paragraph Number Value of Work.: ............... ................................ 113 Oha.nge in Condact Times­ Clairri for times adjustmcnt ........ :4. 1; 4.2-6, 15. 5. 15, ............ 6.8.2. 9A. 9.5_9: 11. 10;2, 10 '.S: 13:1. ..............13.9, 13.43, 13:14, 14.7. 131,45:5 Contractual time limits- ............ Delays beyond CONTRACTORS CTORs -control ............... .......... ... ....... .................. 123 Delays baycrid.MVNEIes and CONTRACTOR'S Notification of surety ...... : ........ ........... Scope Of change.........._..._ 10.3-10.4 Change Orders - Acceptance of Defictive Work:. '13.13 Am ending.Contract.Doctiment; ................. :.%.wA .5 Cash Allowances Change of Contnict-Pricq ................ ­ ....... Change of Contract Times.__,_-.-, Changes in the Work ... ....... ......... I ...... I ...... CONTRACTOR's fee ..................... 11.6 Cost of the Work .................................. 11.4-11.7 Cost Records 1.7 definition of,, 1.9 emcnisricies ... ........................ ...................... ­�.S: 0,23 EN �GLNEERs responsibility....... 16.4. 11., 2, 121 execution of ...................... ...*.....*.................. ............................... jO.4 Indemnificton y. 12. 6.16, 6.31-6.33 trisuraricc, Bonds and-„-_„............... S. 10, 5. 1 -11, 1115 OWNER may terminate .............................. 1.5. 1-15.4 OWNNERs [Responsibility,-, ...... 10.4 Physical Conditions - Subsurface and ........................ 4 2 Underground Facilities-- .................. ......... 4,3:2 Record Documents .......... 6.19 Scope of Change,-„-.--_ . ..................... 10.340.4 Substitutes ............................................. 26.7.3. 6.8I2 Unit Price Work 11,9 value of Work, covered by .................................113 Changes in the Work_:.-_-----:--_._ .. .................. ... . 10 Notification of surety ---- .... ........ .................. OWNTERs and CONTRACTORs responsibilities...- . . ............................ _10.4 Right In an adjustment ....... . ...................... . i_ 10:2 Scope of change .............. ................... 10.3-10-4 Claims - against CONTRACTOR.. --------- uLainst noinst OWNER .........................................I.....0.32 Change of Contract -Price, .......................... 9.4. 11, 2 Change of Caritract Times-,-.-„-„ .............„ 9.4. 12.1 CONTRACTORs ------------- 4, 7,1, 9.4_9, 5, 9.11; 1 0:2, ............... I........... 11,2, 11,9, 12.1, 139, 14_8, 15. 1, 15.5. IT3 CONTRACTORs Fee 1 Y.6 Article or Paragrapfi Num ber CONTRACTORs liabiliry__ ...... :5.4. 6:12. 6.16, 6.31 Cost of the Work-_,., .... .... _: --- :: ..... ­a­7.7 --- IJA, 1 L'5 Decisions on Disptuc4' ..............................9.11. 9e1 I- Dis Dispute,ResolutionI 1 6.,l Dispute Resolution Agreement , ................. :.16.1!16.6 ENIGTNEER as initial interretok 9,61 Lump'Suffi Pricing Notice of 9WNF FCs. .................. 9.4.- 9,5, 9.11. 10.2. 11 j 1,9 .......-:..:12.1, 13.9: 13'13, 13.14.17:3 OWNEFVs'liabiIity,_,.., ....... ............... OWNER may refuse to make payment,;,,,,,,,,,,,,,,,) 4:7 ProfessionalTees and Court Costs Included ------ ------ - - -------- - ....................... 17.3. request for formal decision ........ t .......9,11 Substitute Items .............. ............ Time Extension ................................. I ............... 2 I Time requirements..,,, ... ............... 9.11. 111 Unit Price 11.93 Value of 1.113 Waiver or --an FineI'Nymcnl.., .............. j 4.14, 14,13 Work Change Directive...., ... written notice required,,,,;,,,,;,,,,,,,,,,, , Clarifications and Interpretations............ 3.6.3. 9.4. 9.11 Clean Site ...................... 17 Co de-i of'rechnical Society, Organization orAssociation }3.3 Commencement of Contract Times-. .......................... 23 Communications— general ........... 6.9.2: 8:1 Hazard C6mmunication Programs.,, Completion -- Final for Paympnl_ ........................ -Application Final Inspection ..................... .. ........ 71: ....... Final Payment and Acceptance_ ............ 14.13-14.14 Partial Utilization...................... I.....................14.10. Substantial Completion ......................1.38, 14.8-149 Waiver ofClaims 14.15 Computation of Times_ --------- 17,2.1-17.2.2 Concerning Subcontractors, Suppliers and Others _ .................. . ..... Conferences -- initially acceptable schedules,.- ..--. - preconstructiont ............................................ Conflict, Error, Ambiguity '. Discrepancy - CONURAcTOR to Report, ­­_7.3, 3.3.2 Construction, before starting by (_O,\IT[ZA6'()R ............... Construction Machinery, Equipment, etc ................... 6A Continuing the Work.K ..................................... 6.29_10.4 Contract Documents— Amending..........................................................1.5 Bonds..................................... 5.1 EJCDC GENERAL CONDI 1710' N.S 1910 -3 (19'JO E01 T10,111 w/ CITY" OF FORT coums MODIFICATIONS (REV 9!'J' ).) I 1 1 L 1 I Cash Allowances..............................................11.8 Article or Faregraph Number '.Change of Contract Prioo................................... II Change of Contract Times..., .... ....... ....... ------_I2 Changes in'the Work..... .. .`I U.4-IU.S checkand verify ................................................. =.5 Clarifications and Interpretation's .:. .:::.::..::.:.....:::. 3:1, 3:6, 9.4, definition of. _ - 1,19 ENGINEER as initial interpretero f„ ,..... , 9,11 ENGKFER as OWNER'srepresentative.............9.1 •gencraLl Insurance_.... ..,. .. .. j:3 _ ...:..:.. Intent .....:.. 3.1-3.4 minor variations in the Wort. ......... .............. OWNEKs responsibility to furnish data,,_ 8.3 OWNEIRs responsibility to s take prompt payment 8 3- 144, 14.13 precedence.... ............... ...... ........... ............3 1 3.3.3. Record Documents ........ ....... ..... . _,-_,6. l9 Reference to Standards and.SpeciJicatigns _ ofTeehnicalSoucties..-....„ 3.3 Related Work 7 Reporting and Resolving'D,iscrepancies........ 2.5, 3.3 Reuse of .:..........._..,:- _......... .-......3.7 Supplementing ...................... I..................... I ...... 3.6 Term ination of ENGINEER's Employment .......... 82 Unit Price Work .................... ........................... J L9 variations :............. '3.6„6 .......................... . 23, 6.27 Visits to Site, ENGINEER's .......:....................... 9,2 Contract Price-- adjustment of .::.::........:3.5,4.L,S94, 10.3.11.2-11.3 Change of ..... :....... :... Decision on Disputes........................................9A I. definition of ..................................................... I'll Contract Vrnes=- - adjustment of,,.- ......3.5. A.I. 9.4. 10.3. 12 Change of ................................................ 1'_.1-12.4 Commencement of ................. ............................D definition of.....................................................1,12 CONTRACTOR - Acceptance of Insurance ..................._... ........... Communications.................*....,,_,6.Z.6.9.2 Continue Work,, 6.29, 10.A coordination and scheduling,,,,,,,,,,,,,,,, Cv9.2 definition of......................................................1.13 Limited Reliance on Technical. tjata Authorized .. _ - .....�..., - d.3.2. -... May Stop Work or Tcriu inate-.:. ... ...... 15.5 provide sire. aceecs to others....................... .2, 13;2 Safety and Protection ,,,,,,,,,,,,,,,,,,,;1.3. L? 6.16, 6. 18, ..................................6 21-6.23, 7.2, 1=.' Shop Drawing and Sample Review Prior to Subm inal...-,-,_..,„.......................... G?S Stop Work requirements„_.,_,._ .......................: 4,5;' CONTR.4C•('OR's— Article 0jP•aragrap1h Number Compensation.,.. ............................. .,11.1-1 E,2 Continuing Obligatioq ...... .,.....,_,_._ .... ,.,. 14.15 Defective 8Vork ................................ : 9:0. 111 0- 1114 Duty -to correct defective Work...........................1111 Duty to Report ­ Changes to the Work caused by Emcrgcncy__........................_.......: ...:6.23 Defects in Work of Others .............. ............... 7:3 Dif7ering.condiiidni 4?.3 Disy7epancy in Documents ., ....? 5; 3.3.2, 6.14.2 Underground Facilities not indicated.,,, ......4.3.2 Emergencies.... I1-1 -...,.: ............, 6.23 Equipment and Machinery. Rental, Cast of the W'ork.:.:::.::... a.::..11,4.5:3 Fee --Cost Plus ..................... t ! 5 6, Ili.], I J:6 General Warranty and Guaranteq...... ..... 6:3b Hazard Communication Programs, Indemnification.___ ..... _......_...6.12.6.16; 6.31-6.33 Inspection of the Work ................ 7.3, 1314 Labor, Materials and Equipment,,,, .:...........:6.3-6.5 Laws and Regulations, Compliance by___. 6.14..1. Liability Insurance.,.....,: .:........ .... .5.4 Notice of Intent to Appeal .........................).16. 10.4 obligation to perform and complete theWork....................................................0.30 Patent poets and Royalties, paid•for by,,,,,,,,,,,,tie _ Performance and Other Bonds ,,,;.I Permits, obtained and paid far I,n• 0.13 Progress Schedule . 6.3.9, 2.9:.6.6 .......... :.:....:... 1....... ::.:...... :6.29, 10A,.15.2..I Request for format decisionon disputes,,,,,,,,,,,,,, 9.11 Responsibilities -- Changes in the Work ....................... 10,1 Conceming Subcontractors. Suppliers and Others,,,6.8.6.11 .Continuing the Work, ......................... 6.29, IO.4 CON7RACTOR's expense .........................6.7.1 CONTRACTOR'sGenera I Warranty and Guarantee ,._.,..._...._.- ..................._ . :6.34. CONTR-4CTOR's review prior to Shop Drawing or Sample submittal........ - 6.'_5 ...... Coordination. of Work_,,,..........1. 6.9.' Emergencies ............................................... ti.23 ENGINEER'S evaluation, Substitutes or"Or-Equal"Items ................ For. Acts and Omissions of0thers ............................ 6.21-6.7 3, 9.13 for deductible amounts;insurance 5,0 general.........................................6, 7.2, 7.3, 9.9 Hazardous Communication Programs6.22 , Indemnification...................................6:31-633 EJCIX. GENEFUL CONDITIONS 1910 •S (1990 M 110.10 W CLTY OF FORT COLLINS MODIFIC.\TIONS IRF.V 9199). Labor; Materials and Rquipment. .. ............ 6-3-6J CONTRACTORS=othcr .......... -- ....................... --...17 Laws and Rcgidations.I:_;.__ _,_6,I4 Contractual Liability 10 Liability Insurance.-.., 5.4 Contractual Time Limits 112.2 Article or Paragraph Number Ndicc of variation from Contract Documents ......................................... :427 Patent Fees and Royalties .......................... 12 Perm its i;;_ ............ :-_ -_. -_ 13 Prbgress.Schedule., ...... z ...... ------ Rccord Docurn ents, .6.19 related Work performed,prior to E�NGNUks app'iovai'c'frCquirCd submittals ................... .......... ........ _,_628 -safe structurit loading: ..... ...................... 6.1.8 Safety and Protection ............. 7.2' 132 Safety Representative, ............. . ...... .... 11:621 Scheduling the Work ..... ......... ;..6;9-i Shop Drawings and Samples ..... .................. 0.24 Sholi,Draiwings and Samples Review by ENTGIINEER ......... . ............ z_._-_-6.26 Site Clean.Hness._,,__, 6.17 Submittal Procedures ............... .................. :6,25 Substitute Construction Methots and Procedures Substitutes and "Or -Equal" ltems'- ............... 6.,7.1 Superintendence ........................................... . 6,7- Supervision ...................... ........ ................... 6.1 Survival of Obligations................................6.34 Taxes ..................... ........................... (1-15 Tests and l6sNctions '*"'* *,*,-",* ........... 13. i ToReport_ ..................................... ................ 2-5 Use of Prmiscs ......... ............ 6.16-6,18. 6,30.2.4. Review Prior to.Shop Drawing or Sample Submittal ...................... ....... ........ .. 6.23 Right to adjustment for changes in the Work ...... IM right to claim -__--"---_a, 4. 7-1. 9-4, 9-5, 911, J 1.9, 1'A -. 13.9.,14-8. 15.1. 15.5. 17.3 Protection Safety an ............. ..... 6120-6.22; 7.2. 112 Safety Representative ........................................ 6.2-1 Shop Drawings and Samples Submittalg. .... 6.24-6.1-8 Special Consultants-":..:...:...- --- HAA Substitute Construction Mcthods and Proccclurcs.67 Substitutes and "Or -Equal" Items. Expense.......--' ................. __..._..... _6.7.1. 6.7.7- ,Subcontractors, Suppliers and Others....,...,, 6.8-6,11 Supervision and Superintendence .... 6,1,A2, 6.21 Taxes. Payment,by, .......................................... 15 IS Use of Premises 6.16.6. 18 Warranties and guarantees..,;._;.,_:_,_-_,,,,;,, A 6.30 Warrantv of Title ......................... ...... I .............. H.3 Written Notice Required -- CONTRACTOR stop Work or terminate ........ 15.5 Reports of Differing Subsurface and Physical Conditions ., ................ ..... 4.13 Substantial Completion., .... .......................... 14.8 Number Art , icle or Paragraph Coordination- CONTRACTORs responsibility ................... -:. §921 Copies of Documents ............................................. 12 Correction PLric4, ...... ; ......... 2 Ccirrection, Removalor Acceptance of Defective Work- in general ................................... 10.4.1, 13.10-13.14 Acceptance ufDefictive Work,,,,,,,,,,, .13.13 Correction or Removal of Defective Work ................................. 6;*J'O, 13,11 Correction Period-...,.._ .................. .13.12 QWNrR May Correct Dejeefiv, Work... ........ 13.14 OWNER MayStop Work., ... ; . ...... 13, 10 Cost. - of Tests•and [nspectioruj.................. ......... J3,4. Cost of the Work - Bonds and insurance. additional ................... 11.4,5-9 Cash Discounts IAZ d)N1:r.RACT0R!.% Fee 11.6 Employee Expenstis ................. 1.1 1.4.5A Exclusions tck 11%5 General 11. 4-11.5 Home office and overhead Lmpenscy_,_ .... .t ...... Losscs and damages ................. ................... t 1.4.5.6 Materials and cquipme6(. ........ ............. ....... ;l IA2. Minor expenses ...........................................11.4.5.8 Payroll costs on changcs_:i_-;-- L4.1 Performed by.Subcontractors,."..., ......... :__.11.43 Records 11.7 Rentals of construction equipment .and machinery ......................_............_.A 1.4.53 Royalty payments. permits and license rees ..................... J 1.4.5.5 Site affice and temporary facilities,,,,,,,,,,,,,,,, j IA i-2 Special Consultants, CONTRACTOR's ............. 11.4.4 Supplemental _ ........ d ....I----. -- ........ _;.. 11. 4. 5 J'Axcs related to the Work 11.4.5-4 Tests and Inspection, .......................................... 13.4 Trade Discounts 11. 4.2 Utilities, fuel find sanitary (acilities ........... 7J 14-53 WorL after regular hours ................................. IIAA Covering Work .... ; ........... : .......... I .................... Cumulative Remedies ,,...,,, 17.4-17.3 Cutting, Fitting and patching 7.2 Data, to be furnished by()NNER ................... ....... _J13 Day --definition of ................................................. 17.2.2 Decisions on Disputes -: ...... 9.11 , 9.12 oc%cctive--deftnition of defective Work - Acceptance QC ................ ..................... 10AL 13.13 LJCDC ULNIER-M- CONDI FiONS.1910-3 (1990 hl)[TIOM W OTY OF FORT COLUNTS'MODIFICA11ONS (REV90)1) I I I I I I I H I I I I I I I I Carrectiont or Removal of,,,,,,,,,,,,,,,,, 10:4 1, 13.11 Correction Period„ . z_T.- I.- 1:-z _­ , _13.12 ....... ;­'13. 14.7. 14.11 Article or Para6raph Number Observation by ENGINEER............- ...... 9.2 OWNER ' May'Stop Work,;_.... ............ ....... 16 Prom pr Notice of Defects: ...... .......................... : 13. 1. Rejecting,...., .... ; ... ;___: ............ 9-6 Uncoveiing the.Work ..... ........ Definitions................................ .... ................. Delays ...................................... 4.1. 6.29, 12.3-12.4 Delivery of Bonds......_..........._......._._. .............. Delivery of certificates of insurancc,, ........... _ ......... 2.7 Determ inations for Unit. Price;., .... ............ 9.110 Differing Subsurface or Physical Coridirioni= Notice of...---_. 4.2.3 FNGTINEERs Review, ............. .............. 4.41 2.4 Possible Contract Moments Change 4. 15 Possible Price and Times Adjustments .............. 4 � 10 Discrcpancies:Reporting and ResolVin -- ----------------------------- - 2:5. 11' 6,14,2 Dispute Rescluticin- Agreement, ........ ....... ; ....... ; ..................... J 6, 1-16.6 Arbitratiork..., JU-16.5 gencrall(i Me'diation ....................................................... 16.6 Dispute Resolution Agreement, ---- .................... 1.6,1-16.6 Disputes, Decisions by FINGWEER ................... 9111-9.12 DQ,um cnts-- Copies of ­j­* ............... ............. 12 Record 6, H Reuse or-. Driwin6s-definition of;::,:-:,:____-...... - 15 Easement% .................................. ........ 4.1 Effective date of Agr6ment _ definition oe .............. 1,16 Emergencies ---- __ ........ .... ..... .......... .............. I (; D ENIGMEE R-- as initial interpreter on disputes,,,,,,,,,,,,,,,, 9.11-9.12 definition of ................... " ........... 1,17 Limitations on authority and. responsibilitic.5 ...... 9.13 Replacement of.......... ------------- ...................... 3.2 Resident Project Representative ........................... 0.3 EN'GPLiEFR!s Consultant ­ definition q( E-NGL\TEER!s-.- authority and responsibility, limitations on,...,,_: 9.13 Autho6zed Variations in the Work 9,5 Change Orders, responsibility fqr�_ ....:9.7. 10, 11, U Clarifications and interpremuom .... ... 3,63, 9.4 Decisions on Disputes ........ ' ­ ... !!:--9.11-9. li defective Work, notice 0C................................... 13.1 Cvalu4tion of Substitute Items., ....... ................ &: 7.3 Liabilit}..... ........................... .................. 32 9. NoticeWorkISAcceptable____________ ... ...... ... ­ 14113 Observations G.,,3o.2' 9.�2 OWNEW-i Reprewntari.ve .... I ........ I ...... .......... Paym cats to the CONTRACTOR, Responsibility ....... 14 Recomfneridation of Pftyrnint._ 14.13 Arti6te or Nragraph Number K6sponsibilities-*-Limitations Lin Review of Reports on Differing SiubsurUce and Physical ,,,, p Drawings .and Samples, nMew r6sporiiibiliry ......... I ............ ­ ..... . ...... _:A.26 Status. DuripS Construction - authorized variations in the Work:,_,..-_ 9;5 Clarificitions and Interpmuidons 94 Decisions on Disputes ..................... 1-9.12' De-lenninitions on Unit Price .... ............ 9. 10 ENGINEER a.%'InitiaHntcr*Prctcr_____.. ... 9. 11-9."12 ENGINEER'S Responsibilities ... ; .......... , 9, 0. 1? Linihations an ENGINEERS Authority arid. -Responsibilities;,..._...,_........... ...... 2. 11 OWNER's Representative., ... ............... Project Representative----.._.._.--- ...... ........9.3 Rejecting Defective Work ............................... q.G Shop Drawings, Change Orders and Paymdn6_,_­,,w z:L;­ -9. 1-C), 9 Visits to Site,.:..._ ....: ... !___ ------- I.-I-19li- Unit Nice dctcrminatiufig.................................9.10 Visits to Site._,,,,,, ............... ............. .......... 9-2 Wriitewconsent required ........................ ..... 7.2,9.1 Equipment, Labor, Materials and ........................¢.3-6.5 Equipment rental,. Cost of thcWt`rL .... 11-4- Equivalent Materials and Equipment.,., 6.-7 error or missions.. ......... 6.33 Fvidence of Financial Arrangements_,. Explorations of physical conditionj ........... ...... :,4.2.1 Fee, CONTR.,\CTORN­Cost3 Plus .......................... 11.6 Field Order - definition 19 issued by ENGINEER .................... ....... ­ 3.6.1.9.5 Final Application [or Payment.......... .... 14.12 Final Inspection ............ m ....................................... 14.11 Final Payment - .and Acceptance ** . ...... ........ -- --- ­- ......................... 14.13-14.14 Prior to, for cash allovances 11.3 General Provisions ........................... ............ 17.3-17.4 General Requirements -- definition o( L20 principal referenc6 tq ..... 6.4. 6.64.1.7.:6.24 Giving Notice -....... 17.1 Guarantee of Work -by CONTRACTOR_ 6,30, 14.1 Haznrd Communication Programs ......... ....... f[RZHrdOUS Waste -- definition of general OWNEWs responsibility for,,,,,,,,,,,,,, or.... ................... 8.10 FJUDC GENUCAL CON MOMS 1910-3 (1991) LDRIONI %vl(.ITY OF IRFA959) I I Indemnification ............. ........ ... 6-12, 6-16, 6.31-6.33 ". initially Acceptable SclictiuIcs..­,—, ....... 2.9 Inspection— CCrcatis * ......................... 13.;.4:2 1, inal .................................5...1 14. I I Article or Paragraph Number Special, required byENGMEM: .... .............. ... ::9:6 Tests'and Appioral 13.3713.4 ,Lnsurance— Acceptance of,'by OWNER ............................... 5.14 Additional, required 6 changes I y in the Work 11.4.5.9 Before starting the Work ............ ........... 23- Bonds and --in general ....................... ................... Cancellation Provisions .............................. ......... ).8 Certificates of ......... . 3; ........ :;.;�6. 5, 5.8. 5.14, 9,13.4, 14,1 corn pleted operations;.......... 5-4-13 CONTPACTORs Liability .......................... . ...... 5A CONTR.NCTOR!s obj eCtiiun to 14 Contractual Liability. „ _ ----------------------------- 5,4.10 deductible amounts, coNTRACTOR's responsibility ........ ................. ; .... ; ..... I .......... 5;9 Final Application for Payment,,... ........ Licensed Insurers......_ ........: ......................... :_53 Notice requirements, material changes ........ i.s. 10.5 Option to Replace ............................................. 5; 14 other special insurances....................................5.10 OWNER as fiduciazy for insureds ...... ....... 5.12-5;13 OWNER!s Liability__,.._ ..... ? OWINER's Responsibility .................................... 8 :5 Partial Utilization. Property Insurance.-,.,, 5:15 Property.— ...... ........... . ........ 11) Receipt and Application orfrisurance Proceeds ...... - ...................................... Special Insurance----,_- _ ................................... 5A0 Waiver of Rights ................ .............. ....... 5-11 Intent of Contract Doe= enLs ............................... 3.1-3.4 Interpretations and Clarifications ............. ....... :16.3, 9A Investigations of physical conditions ..........................:1,^ Labor, Labor, Materials and Equipment ....... I ...... _ ........ _63-65 Lands— and Easements 8.4 Availability of...._._ ............ ........................ :4.1. 8.4, Reports and Tests ­�­;-­z ....... Laws and Rcgulations-- aws or Regulations= - Bonds ; ................... 5.1- 5. 2 Changes in thd Work._ ......... ; ... ............. 10.4 Contract Documents, ................. :,:: ..... �­!­�,:­.t_11 CONTRACTOR!s Responsibilities .....................6 14 Correction Period;defective Work .................... j3.12 Cost of the Work, taxes ................................ 1 1,43A definition of......._.. -------------------- L, -2 gcneral6.14 [ndemnification-, ...... I ........................... ­6:3 1 1 -6.33 Insurance: .......... .............................. ...... ; .... 5!3' Prcccdcnccr. .............. __ ....... 3.,1.3.3:3 Reference to ........... ........ ... 3-11 Slifetv and Protection,..,, ....... ....... 6.10, 132 Subcontractors, Suppliers and Others ............ 6.8-6,11 Art ickor,Paragi-pph Number Test's an , d Inspections ...................... : ...... .... 13-5 ,Use OrNemisca:._ 616 visits to Site ;9.2 Liability Insurin.c&_ CONTRACrOW5 ............................................... 5A OWNER!s . ............................... .............. Licensed Sureties and Insurem ...... T.- ........ Liens— Application for Progress Payment ... .............. _:.14.2 QONTPAcTbR,s Warranty of ....... 14.3 Final Applictitionfor Payment ..... ....... J 42 ;1 1 * definition of,,,,,,,,,,,,,,,,,,,,,, ............... I ......... Waiver of Claims ........... ...... ................. .... r4. 15 Limitationson ENOLNEER's authority and responsibilities .... . ..... ..9. 1 J Limited Reliance by CONTRACTOR AuLhorized... ........................ ...... : ............. 2.2 1vL I iinteraince and Operating Manuals — Final Application for Payment,_......,, ...... ... 14. 12 Manuals (of others) -- Precedence 3.3.3.1 Reference to in Contract Documents .................};3.1 Materials and equipment -- furnished by CONTR:ACTOR .... ................ .... 6.3 not incorporated in Work ............................ 14.1 ...,.,.­__..... Materials or equipment--cquilvulen.l. 63 Mediation (Optional ........ ........ ........... '16.7 I Milestones. -definition of ...... ........... ..................... J.24 Miscellaneous — Computation of Times 17.:.! .............................. Cumulative Remedies 17.4 6iving Notice ....................................................17.1 Notice of Claim ................................................. 17-3 Professional Fees and Court Costs Included ......... 17.5 Multi -prime contracts, ...... ------ - ---- ...... 7 Not Shown or Indicated ....................... ............. ---- 43.2 Notice of -- Acceptability of Project ... I., ............................ 1 4.13, Award, defin.ition,of --- ...... ... ­­­: ... ­J_25 Claini ...................... J.7J Defects,13.1 Differing Sith.surface or Physical Conditions ------- 4.2.3 'rests and Inspections ........... ..... ­­­ ........... ... t3_3 Variation, Shop Drawing and Sample ................. 7 Notice to Proceed— definition of ........ .................................... ....... J.26 diving 2.3 EJCDC GENUU-U, CONDI 110,113 1910-8 (1940 LDITION) wt CITY OF FOR'rCQT.LTN*S MODEFICA17ONS (RIN 9!991 I I I I I 11 I 11 I I I I I I I I I I Notification to Surety ....... .................... ................... 10-5 testing,' independent ...... _............. _.................. 13.4 Observations, by FNG[NEER. .. -; 6 �0.9? us, or -occupancy Oecupan6y of the Work .. 5 15: 610 ' 4 14.10 of the'Work ,,,,,........... .5.15'6.3t1,2.4. 14.10 Otnisstons or alas by CO. ]TR\CTORj,, ,, 6.9. 9:13 mittep consant or approval Open Peril policy form, Insurance.... .....................:5.6.z rtyuirad......... ..,,.,.,,........................ 9, I, 6.3, 11.4 Option to Replace- ................ I ........................... 14 - - - -- Articic or•Paragraph ' Numt�ir "Or Equal" Items .......................................... .......... .p.7` Other \voile 7 Overtime Work• -prohibition of .....:...:......:. .---------- -6J OWiVER- Acceptance of. &Re..wv Work! ..... ..................... 1,3:.13 ' appomtan•ENG¢vEER j as fiduciary,,. 5kl.2 5 12.'.13 Avadabthty,,o(Lant6',.icsponsibthty,,,, ,4.1 definition of .:...:.:........_.:.......:.....,........._.... -,1.27 data, furnish..--.. May Correct Defective Work:..:.,,., ' May ref ts5 to make payment,.,.,,,,, ....:,,13.14 „. 14.7 Nla} Suip the Work........................................,13.10 May Suspend Work, 'Terminate--..._.,_..........:.:..:.8.8 13:10, 15,1-15.4 Payment, make prompt. ............... .'X.3, 14A, 14.13 performance of -other work,,,,,,;,,,,;, .;.,; 7.1 permits and licenses, requirements,,;,,,;,,,,, ,,§,13 purchased insurunce requirements. ::::..::....:. OWtiER's-- ' Aazptance of -the Work .............................. G.3U.?.> Change Orders, obligation to exccutF.......... '.6, 1UA Communications 3.1 Coordination of the W6rk:.,,, ' Disputes, request for decision , ,♦. . ........ .. ........................... :. , ,?: 11 Inspections, tests and approvals 3.7, 13.4 Liability I6sumnee.,::,:,:::;._... ' - Notice of Defects ...... ............( ......................... Representative --Di ring'Construction, 13.1 ENGINEER's Status,. .................. 9.1 Responsibilitics-- Asbestos. PCBs Petroleum. Hazardous Waste or Radioactive ,N-Werial s.10 Change Orders .................................... ..... R.0 Changes in the LVork....... �_0.1 communications.............................................S.I CONTRACTOR'S responsibilities .................. 3;9 evidence of financial arraneements,......... , S, I I inspections, tests and approvals, -, ...... ..... S:7 insurance :....................... ............... ' lands and easement3................. ......... prompt payment by.. .....:::..:..........._..............5. :.......... 8.4 :3 eplacement of ENGLVEER..:.:_....... :. ...... ... '_ reports and tests............................................8.4 stop or suspend Work„ ................ S.3 13.10; '15:1 terminate CON fR\CTORs services.---_-..-- separate representative at site ......... 9-3 Ljct)c. Gli 'EIlU. W Nr)i no \S 191 o -s ( I99n L•'U1'noNl wl CITY OF fGRT.COLLDNS \tODfflC.\iTn?!.S tftF.1' 9/99 ) Article, or Paragraph Number written notice. required-....... 7 1, 9A, 9..11. ...............I....................11.2. 11.9, 14.7. 15.4 PCBs -- definition of._::•-:,:r-::-:---.....:..............::.:........1.29 general :.... ...... ....4.5 W ONER's responsibility for ........ „ ..., Partial Utilization - definition of genenil6,30,2.4, 14.10 Property [nsurancc........................................... ,*5j5 Patent Fees and Rpyalties......... .........,,_ 6 ..........12 payment Bonds Payments; Recommendation of 14 4z[4.7, 14.1.3 Payments to CON -TRACTOR and Completion -- Application for ProgressPayments .......... :........ _ 14.2 CON-rRACTOR's Warranty of l:itic..._ .............14.3 Final Application for Pa}ment,,,,,;,,,;,,;,,,,,,,,;,,;14.12 Fina I Inspection .............................................. I4::11 .Final Payniepi and Acceptance ...............14.13-14.14 Partial Utilization..................................:-.::,-.,t4:10 Retainage..........................................................14, 2. Review of Applications for Progress Payments .............:. promptpayment ... .......... :...... :.::::.:._..........:::_...,3i3 Schedule of Values ............................................. 14:1 Substantial GoinpletioR.................. _........ _14.S-14,9 Waiver of Claims.............................................14:1� when payments due ............ _-............... 14A, 14.13 withholding payment ............... -....................... 14.7 Performance Bonds 5.1-5.2 Permits .,:.:. ...::.::::.:..::.............. . _ _. _4.13 Petroleum - definition of ......................:..........: .............. 1.30 general...........................................................4:5 O WNIMs responsibility for ........ ...... S. l u Physical Conditions -- Drawings oC in or relating to, ....................... 4 2.12 ENGNEER's review ........................................ a.2.4 existing structures..., ..... 4-1. general4. 2:1 2.......... ..... ....................................... . Notice of Differing Subsurface or.......................4.2.3 Possible Contract Documents Change............._.4.^_.5 Passible Price and Times Adjustments ........ „ ;1.2.6 ..., Reports and Drawings......................................4:2.1 Subsurface and ...... . ..........................:...:............4.2 Subsurface Conditions ............._.,-.:.? 1.1 Technical Data, Limited Relianec by CONTRACTOR authorized 14:"' Underground Facilities=- _ general........................................................ a,_ Not Shown or Indictted 4 3:- Protection of.........................................4.3, 6.20 Article or Paragraph Numhec Shot6it or Indicated ... .:.:::.. 13:1 Technical Data ............................................... a 2:2 .Preconstruction COnkenCe......................................2.3 Preliminary ivlattivs._.-. . ,. Preliminary Sehi:dulos, ................ - <? 6 .Premises. Use a(;........ ........................-Al", IS' 'Price;: Change of Contntq..........................................:I I Price, Contract --definition oC,-:.:_:..:....:.::::..:.:::..::.: 1111 Progress Payment, Applications for, ------- ..:..:..:::.:.... 14,2' Progress Paymcrit--retainage ............................ .142 Progress schedule,. CONTRACTOR's... ......... 1.6; 2:3,19. ...... .,. ........: 6.6. 6.29. 10.4. 15.2.1 Project-defmitionpf:.. 1:31 ............. .Project'Representative-- - - ENGNEER's Status. During Construction...:......: 9.3 Project Represcntative,.Resident.-definition prompt payment byOW� IF.R.::.:.:::...:.:::............::::... S;3 Ptoperty Insurance,: Additional....:.............................._.................-.i'.7 .general .6.5.11) Partial Ctilization.............._..__.,.. _._..?.l; 14.10.2 receipt and application.of proceeds.,, ........5:12-5,13, Protection, Safety and.............................6.20.6.21, 13.2 Punch list :.:. ::::...:-.:.:.:..:.:..... -.14.11 Radioactive VLaterial-- definticm of......................................................1.32 •3eneral4.5 OIVNF.R's responsibility Inc ............................ [>O Y 8.10 Recommendation of Payment..................14.4, 14.5; 14,13 Record.Documents._...,......................._........0.19, 14,12- Rcecrds, procedures for maintainirt� ........., ' 3 Reference Points,..._ ...........:.....:..-.:...::.:..:..:...... ,...3:4 Reference to Standards. and Specifications of Technical Societies ..............:.. ..:..................3.3' Regulations, Laws and (ory 6.14 Rejecting Defective Work - ............. ,., - Related Work -- atSite.......................................................:7.1-7'3 Performed prior to Shop Drawings and Samples submittals review, ............ ..:.....6-M Remedies, cumulative:_.....:_-- .....:......... ......174, I T5 Removal or Correction ofDzfectfve Work ........ ..... ._13.11 -rental agreements: OWNER approval requiied,,,,,f replacement of ENGINEER by OWNER ................. ... `d:-' Reporting and Resolving. Discrepancies.....,...... I .................. 25. 3:3.2. 6.14:2 Reports-- - and Drawings..„_, ......................... - 3 2.1 and Tests OWN'Uesresponsibility ..,,. .5;4 Resident and Project Representative definition of ..................................................... 1?3 provisionfor............................................................ 9.3 xi; L1CDC.GLNL'R_4L CONm r1GNS.1910.3 (1990 ELATION! wi CITY OF FORT COLUNS MOOfFICATfONS (REV 9f 4)i I I I I I I I I I I I I I I I I I I Artible or Paragraph Mim ber Resident Superintendent, C.ONTRACTOR! ... 6.2 CONTRACTORs-in general,,,,,,,,,,,,,,,,,,,, 6 general : ............ -ENGMER's-in Limitations;; OWNEWs-in general ......... 8 :;­ ; ......... ................ Rcusc: of Documents 3, 7 Review by CONTRACTOR: Shop Drawings and Samples Prki to Submittal ............. Review of Applications for Progress Payments ..... .................... ­ J4.4-14!7 Right town adjustment.. ­.;.­.T­ ....... : ............. ....... 10.2 Rightsof Way...._.-_-,-_- ,......... I ........ .... I --- ­ ------- 4.1 Royalties, PatenL Fees and.,, .... ........ Safe Structural Loading-' I -..................................... . Safety- and Protection,,— ....... 6.18. 6.20-6.2 1; 7. 13.2 general ..................... I .............................. .6.,?0-6.23 RepresenLitivc;,CON7RR\CTOWS............... ...... 6-11, Samples— definition.of ....... ------ ........ .......... general .................................................... 6.24=6.'S Review by CONTRACTOR ................................ U5 Review by ENGNIEFR ............................. ' 6.26. 6.27 related Work„-,,,_ ...............6:28 submittal of submittal procedures,... I .... .................... ... 6.25 Schedule of progress ....... 1­­­,j ..... ; �:­2:6. 2.8-2.9. 6.6. 1 ........ ..... .... .­ ..................6.29, 10-4, 15.2.1 Schedule of Shop Drawing and Sample Submittals .......... I 1.6, 13-19,.6.24-6.M Schedule of Values .... ........ ...... .......... - 7. 6, 18-2.9, 14.1 Schetlules­ Adherence to ­ .... ............................. ; ......... ­.. 15. 1 L Adjusting.................. ........................................ �.6 Change of Contract Timeq ................................. 10.4 Initially Acceptable-,,. ......... -------- ------ �2.8, 2.9 Preliminary,,,,_,.,_ --- ...................................... ­... -1, 6 Scope of Changc:k ...................................... 10.3-16.4 Subsurface. Conditions., ............................... ...... 4.2.1.1 Shop Drawings — and Samples,,genern! ...................... I ........... *6,24-6:23 Change 0idm & Applications for Payments, and ... ......... .. definition :­­ 1.35 H'INIMIINIEUR's approval of ................................. 16.2 : E\-IGM-ER!s responsibility for review ..................................... 9.7; 6.24-6.23 related 4;28 reviov procedures...,....... r.................... ?. s; 6. 2 4 - 6; IN Article orParagraph Number submittal required ............................................... 61) 4 . 1 Submittal Frocedurcs ........................................615 0.0 use to approve substitutions„ ...................._ ...._633 Shown or Indicated:........_ . cated Sitc Access ............................ ...................... 1-2 7.1—,31. Sile,Cleardiness........... .................................... ;§ 17 Sivi, Visits t6— by ENGN ...... g.;-. 0-2 by others...... .................................... 13,2 .speciii.ca,uses of loss.! policy forrii. insurance 5.6.2 definition of...,., ....... ­J. 36 Specifications— deftnation of .... 6f.'rochnical Societies, reference to., pr&cdcnLe . ....................... ......... Standards and Specifications of Technical Societies:..._ .................................: 3:3 Starting Construction, Bef6rq-­­:,7 5-2.3 Starting the Work. -------------------------------- ........ I 4 Stop or Suspend Wdrk­ by -CONTRACTOR , ................. ­­ ........ 5.5 by OWNER .......... ........ :.­8.8, 13.10, 15.1 Storage of materials and eqiLipmen.t ........... 1,12 Structural Loading. Safety ... .................................... 6AS Subcontractor — Concerning .............. ................................ 6.5-6.11 definition of 1; 317 delays..... .............................. ................. ­ .... 1­3 waiver of rights, .................. ................ .......... Subcontntcturs--in Subcontracts.- required prpVisions­..,,­5,11, 611. 1143 Stibm ivals- Applications for Payment„ ..........................._.._ 14.2 s Maintenance and Operation N,lanual................14 12 Procedures._..._..... ................ 625 Progress Schcdulcs .................................... ­1.6. 2:9 Samples ................ ............ ...................... 6.NL6.28 Schedule of Vilu,�... Schedule of Shop Drawings and Samples Submissions 2.8-2.9 Shop Drawing? ..... .............................. 6.24-6.28 Substantial Completion— ceriifimtion ...... 14,8-14.9 definition or- .......... * ...... * .............. Substitute Construction imcifiods or Procedure*...,.,. Substitutes and "Or Equal' iternsi., ........... CONTRACTOR's ENGINMrWs Fvaluation .................. o.7-3 "Or -Equal" ....................... ..................... Substitute Construction Methods CJCL)(: GUNUtALCONUMOINS 1910.3 (t990.LUI FION) WOTY OF FORTCOLL. MM MODIFICATIONS kREV9199) 1 Article or Paragraph Number or. Procedures ____ ................. 6 1.2 . 4 Substitute Items..., ---------- .7- V,2 Subsurface and Physical Conditions— Drawingi ci4 in.or relatii-, to ......................... 4.2. 1; 2 ENGINEER's Review ...................................... ..4-2.4 . gereral_,.,.,_;, ... �: ...... :,__ ...... z: ... : ...... :_4 �Z Limited Reliance by CONTRACTOR Authorind ............. ............... ­ ....... .......... 4.2,215 Notice of Differing Subsurface or Physical Conditions ...... Physical Conditions, ...... ...... I.A...4-2-1.2 Possible Ccntiact Documents Change ............... 4;15. Possible Price andT c Adjustments MUS ....... 4. i.6 Reports and 14.2.1 and, ,,;,,,,;,;,,,,,,; d ........... ........ ...... Subsurface Conditions it the Siti .................. :4.2-1-1 Technical Data..._........_ .. ............... ....... Supervision- CONTR,NCTORs I OWNER shall not supery ise ................ ................. 8.9 FNidrNEFR shall not supervisq, ............... 9. 17- 9.13.2 Superintendence..:....... _ ... : ................. ;,: .... ;z1_._:.,6,2 Superintendent, CONITRACTORsresident.....,, ...... :.16.2 Supplemental costs.... ........................................... 11.415 Supplementary Conditions— defifiition of 39 principal references to .................),IQ I. I k 2.'_2 2. 7, ............ .... 4.3, 4-3. 5.1, 5.3. 5.4. 5.6-5.9: ................ 5.11, 6.8, 6.13. 7.4; S. 11, 9.3, 210 Supplementing'Contract Documents .... .... J.6 Supplier— definition of principal references t4...........3.7, 6.5, 6. 11. 6:20, ........ 24, 9.13, 14.12 Waiver of Rights.., .------ ........................... 6.11 Surety - consent to final payment ......................... 14.12, 14.14 ENGENITER has no duty to.,,_ .....: ..................... 9.13 Notification of, ............. 10:5. 15,2 qualification of ' ............ * ......... ' ......... * ......... : Survival of Obligations ........................................... 6-34 Suspend Work. MINTER May_ ... _J3.10, 15 1 Suspension of- Work, and Term inition ...... CONTRACTOR Miy Stop .Work or Terminate : .... ........................................... 15.5 OWNERA,iiv Suspend Work.___ .... r .... ;-.15d OWNER -May Terminate....._.::.:- :. .......... 1:.J5;2-15.4 'fixes--pavrnent by, CON[TRACFOR .................... " ... 6.15 Technical Data— Limited Reliance by CONTELACTOlk ................ 4".2 Possible Price and Times Adjustments-_-___„ -,-4.2,6 Reports of Differing Subsurface and Physical Conditions .................................. _4.2.3 xiv Temporary construction facilities .................... : .......... 4-1 Article or Paragraph, Nurnb6e term inat ion - by CONTRACTOR ...... .r ---- 7 : ..... t� ... 1.5.3 by OWNER ............................ .......... 3; 15.1-15.4 of ENGWEE.Rs cmloyuicnd ............... ............. �.-2' Suspension of Work-in general ........................... JS 'Terms and Tests and Inspectibns­ Access to the Work-, by others;_.,__ .................... 13,-2. CONTRAcTofn responsibilities ............... ...... j3.j cost of 13.4 covering Work prior to .......................... ... J16-137 Laws and Regulations (or) ........................... k15, Notice of.Ddccts. ... ................ .............. :_.- .......... 131.1 'OWNER Nlay Stop Work........ ­--­­­-.­­ ..... 13:10 ' 'OWj'TER!Srindcpendcn1 tcsting.;,; ..... .special, required by ENGINEFR, 0 ....... timely notice icquiici,_, ... ................ ............. 13.4� Uncovering the Work, at ENGIN TIM— 's request -------------- --------- 13,8-,13:9- 'Times-- ' Adjusting.......................................................... 6.6- Change of Contract .... ...... ...... 12 ComputHtion of.. ......... ....... ­_ ........ 17.21 Contract Tim es--dcfmition of ........................... j, 12 day............. ..................................... ...... t722, Mil,stores ..........................................................12. ................ Requirements— appeals .............................. .......... 9.10, 16 clarifications, claims and disputes,,,,,;;;,, 1. . 1[.2. 12 C6mmencement of Contract Times-,,_, ........ 2 3' ['reconstruction Conference ... M." ..................... 1.8 schedules ..........................................16, 2.9. 6.6 Starting the Work ........... .......... Title, Warranty of ... .................. 14.3 Uncovering Work ...................... ....... : ...... J 3.S-13:9 Underground Facilities, Physical Conditions— definition of ............................. ....................... 1.41 Not Shown ur 4.3:2 protection of........................................ 4.3, 6.2U Shown or Indicated 4.3.1 UnitPrice Work - claims 1 1.93 detinition of .......... ........ .1 ................. .1. 41 generall.1.9, 14.1, 14.5 Unit Prices— .-eneral 11.3. 1 Determination for ................ ............................ 9,10 Use of Prmiscs ............................... _ 6,16, 6.18, 630.2.4 Uti I ity owners.. .......... 13; 6.210, 7.1-7.3, 13. _2 Utilization, partill_ ...... 5-15. 6.30:2.4. W. 10 Valuc of the Work ....................................................11.3 Values, Schedule of ....................... ...... 7.6. 2.8-2.9. 14.1 EICDC GENLICAL CONDI r[UNS 1910.3 (1(9'PJ ENTION) wt LTTY OF Foicr COLLENSM00MCATIONS (REV T991 I I I I I I I 11 I I I I I I I I I .Variations in Work --Minor Authorized 6;-57, 9.3 Article or Paragraph I Number. Visits itogSite--by ENIGMEER ...................................92 Waiver of Claims —on Final Payment-,--,, . ......... 14A5 Waiver of Rights;by insured partic.5 ................. Warranty. and Uuarantec, deneral--by ' CONTRACTOR :0.30 Warranty of Title, CONITRACTOWs ....... .. Work-. Access to . . . .................................... 13.2 . . by others, ............................................................. 7 Changes in Lho.—­ ...... ­'­10' Continuing Lhc­­:-,­---;-,7 ................... .......... 6.29 CONTRACTORMzy.Stop Work or Term in -ate Coordination of----;------ ... ... 74 Cost ofthc,.: ...... 1,5 d6finition of ...................................................... L43' neglected by CONTRACTOR ............................ 1314 other Work 3 OWNER Ntiv Stop Work-_.._ .................. ­-.­1116 OWNER May Suspend'Work ................... 113. 10. IS, I RelatdWork at Site_......... .................. 7.1-7.3 Starting Stopping by COINTR.ACTO ............. Stopping by OWNER ................................. 15. 1- 15.4 Variation and deviation authorized, at inor ..........3.6 Work Change Directive — claims pursuant to.............................................10:? definition oF.., .... ........ .......... ....... ­­1 ....... .... 1.44 principal ruCcrences to ...................... 3.5.1 10.1-10:2 Written Amendmcnt­ definition principal references to .............. 1.10, 3.5, 5J0,15A' .1 .........................�.6.2. 6.8.— 6.19, 10.1, 10.4. .............. ....... ­.11.2. 111, 14.7.2 Written Clarifications and Intcrpretutions ..................... 3.63..9.4. 9.11 Written Malice Riquired— by CONTRACTOR ............................. 7.1. 9.10-9.11, ...... ­­­. ........... :­1; 10-4. I1:2. 12.1 by OWNER ........ ............ 91 10-9.11, 1Q.4, 11, E 13.14 NN EJC[V GLNEtALCONDIIIONS 1910.8 (1990 LDI no,41 FORTC01.1. M­ M()DIFICATI0\NiaFV?199) 1 ' SECTION 02500 QUANTITY ESTIMATE ' This work shall consist of asphalt patching, asphalt overlays, surface grinding and preparation, geotextile paving fabric, and manhole and valve box adjustments on designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of the ' bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work completed. Contractor agrees that he/she will make no claim for damages, anticipated profits, or otherwise on account of any ' difference between the amounts of Work actually performed and materials actually furnished and the estimated amount in these documents. i 1] Addendum 1 Page 5 of 11 7222 Asphalt Overlay ,t ('this page left blank intentionally) LJCDC GENERAL CONDI 11CINS 1910 EUfrnoN' .%it my (5F FOR mOI.Lr\-r\ - -v , . torimc�%ro,4's {REV I I I PI 1 1 GENERAL CONDITIONS ARTICLE I-DEF'LYItws Wherever used in these General Conditiors or m-the other Contract Documents the follo vtr g terms '.have the 'Meanings ;ind edted -which ptv'ripplimble -to buth +Arc singular and plural thereof.- 1.1. Addende-Written or graphic insOvrunts issued prior to the opening. of Bids which clarify, correct or .change the Bidding. Regtifrements or the- Contract Docurrients I?: .1greernent- f he: written contract bxnvc cn OWNER :and CONTRACTORcoveiirg the Work tube perforriwd;� other. (Contract D7ocurnenLs arc, anachcd'to the Agrecmrnt and made a part thereof as pr(rvrvided therein. 1.3. 4 plica&)n for Pgrwwnt-The farm,;icccpted try ENGINEER which is to he used by'CON-TiMC Pt6R` in requesting progress or'tinal payments -and which is to be accompanied b>, such `supporuhg documentation as is required.by the Contract Documents. 1.4. Asbestos -Any materinl4hat contains more them one Percent tasbasaos and is triable or is releasing asbestos Fibers. mto the air above current action levels established by the' Witted States Occupational Safety and Hcalth Administration. 1,5; Bid -The offer or proposal of the bidder submitted on the prescribed form setting, forth the price-s for tk e Work to he performed. 1,6. Biddih$ Daavntmts-The advertisement or invitation to Bid, instructions to'bidde'rs, the Bid form;. and the proposed Contract Documents (in cludutg all Adcdnda issuad prior to receipt of Bids). 1.7- Biddnire Recpdramenrs-The m&6nisenient or, invitation•to'Biid, instructions to bidders, and the Bid form: 1.8: Bonds -Performance and Payment bands and other instnrmems of xcutity: 19. Change Under -A. documentrecommended by GNGNMRL which is signal by CON7RA(-70R and OW `MR and authorizes an addition deletion or revision in ihe'Work, Oran adjustment in the Contract Price or the. Contract Times.'issued unor after the Effective Date: of the greement. - - 1.10. Caramel Dodrm_ ai76-The' Agreement, Addenda (which pertain to the Contract Documents); CONTRACTOR's Bid (including documantatibn accompanying, the. Bid and any pus[ Bid doctiniumauon submitted prior to the Notice ofAciard) when attached as an cdiibit to the A-nement, the Notice to Proeccl, d,e Bonds. these General Conditions- the Supplementary Conditions, the'Speciticattons and the Drawim_s.es the 1:XM OE'_.'ERV. C•C• WITLO,Mi 1910-3 (19.49 Wtim) at C17Y OF FORTC•OLLIBS\IOULFIC.Xr10N5(RGVdU^f M 'same are more specifically identifiedIn the Agreement; together with all Written Amendmen•ts; Change Orders, Work Change Directives. Fief Ortim an& E40 NEERs written interoirt prelauand clarifications issued pursuant'to -paregraphs3.5, 3i6r1.and- 3.G,Yc'n.ostler the Effective Date -of the Agreement. Shop Drawing sufvtiiitials .approved pursuant to patataaphs 6r'6 urid:6.27 and the reports and drawings r6ffred•to'.in paragraphs 4:2.1 and 4.12 are not Contrad.Documents. I.H. t'bntract Price -The tmgnevs• payable by OW VER'to CONTRACTOR for camPletionof thelVoik in accordance with the Contract Documents as gated in the Agreement (stibject to the provisions of Paragraph 1' 1.9.1 in the ase of Unit Price Work): 1.12; Contract Times -The [umbers of days or -the .dabcsstatcd'in.thc Aacememt:.(i) (o.achicvc'Subatantial Completiorn.. and ,(ii) to complete. thr Work so Lhat'it t ready 'for •final, payment as, evidenced 6T7GINEF'R's written recommendation offinalpayment in accordance with paragmph 14113;. CONMT IC'TOR-The F+etson, fum or..corpomtion with whom OWNER has c ntcrcd'into the Agrcemcm. 134. .rkfecth-e-An adjective whieh,whcn mcilifymg the word Work refers to Work that is ursatisf ictary, faulty or deficient in that it does not conform to the Contract DavmemS or doss not meet the requirements of any ,inspection.. referencestandard, test or approval referred to in the Contract Documents, a has-been darinaged prior to ENGDMR's recommenclationof final payment ('unless responsibility for the protection thereof has been assumed by OWNTR at Suhst.,intial Completion in accordance with paragraph 1 y.tt sir 14,10), I.15: Drawings--Thodrawings which show the scope. estent .and character of the Wont to be famished and pertbrmed by CONTRACTOR and which have been prepared or approved by ENGNEER find are referred to in the Contract Documents,. Shop, drawings are not Drawings as so defihcd 1,16: Egirctive Date of Are Igreenreni-1 ha date indicated in the Agieement on which it becomes.efCeceive; but if no such date is indicated it means the date on which the Agreement is signed and delivered by the List of the two parties to sign and deliver. 1.17_ ENGINEER -The person• firm or corporatism named as such in the Agreement. I.l$ Er6GkVEFRx Cormlanr-A person. firm' or ,corporation having'a contract with ENGLN I:'ER to famish services as ENG=-R's independent professional associate or consultant wiihmt pest to the Projectand who is identified a-s such in tkt'Supplementary Conditions. 1.19.. yield artier -:A written order issued by F1i iGIN"EER which orders rrrr changes in the Work in accordance with paragraph 9:5 but which dcxs not involve, a change in the Contract Price or the Contract Times, I 1 20: Gengrri( Regain mints=Secuo s' of Division I of the Spedfianorn. 1:2l.. Hazanibus Wwte.Theterm lfaisrdousWastesiall .have the meaning provided-inSection lt)04'of thee'Solid Waste D.iywsal .Act (42'USC'Seetiori 690-3) as amended fromtimetotimr. 1 2.3;. L6ii',r and Regidafians: Larry ar Regulations —Any .and and all a pliable laws rules. reyulat on s onlirtaiwcs. codes and'ordam of - any_ do all guyammental'�bo' ies, regencies-authdrities and courts havirgjurisdicuan. 1.22:h Legal llolrdays-shall be -those liolidays observed by theCitvof.FortCollins-" 123. Liens -Liens charges, .security interests or. ern,:-umbr.+ncos upon.nral praparty or,personal property. 1 23, Milestone --A principal event spccitied' in .the Contract DoLumcmi; relating -.to im intermediate'completioh date or..time prior to Substantial Ct,impletion of all the work- 1.?:: ,Notice af•.41var3=A-wntten nouceby (MWEF_to, the7aplx nt sucm.% ul.hiddcrsuadrg,that upon compliance by the apfiarcnt successful bidder with the conditions prexedeA enumerated therein, within die time specified OW--S[ RwillsignanaldelivertheAgreement, 1.26. Notice to proceed -A written, notice given by OWNER to CON'rR,1CT0R (With a copy to.F.NGINF.ER) fi-xirng the date on which tlw Contract Times will commence to -run and on which MNITR,iCTO R shall start to .perform CONITR (71` .R`S obligations carder the. Commet Documents. 1.27. OWWER- the public body or authority. corporation,. •associationt. funv or ,person with whom CONTRACTOR has entered into the Agrecmentand'for whom the Work is.to be:piovided 128. Partial Uti(lcation-Use by OWNER- of a substantially complcted.,part of the Work for the purpose. feu which it is intended (ora related purpose) prior to Substantial Completionofall the Wurk 1.29. PCBs -Polychlorinated biphenyls. 1.30. Penvlerorr-Petroleum. including crude oil or any. fractiem.thereof which is liquid aL standard conditigna of temperature and pressure (6(k degrees Fahrenheit and 147 pounds per. square- inch absulme), such as oil, petroleum; fuel oil oil sludge, oil refuse. Sarsoiine,.kerosene, .and oil mixed with oilier non -Hazardous Wastes and crude oils 1.31. Project -The total cpnlstructiim cf which the- Work to be provided under ihc'Contract Documents maybe the whole. or a pain' as indicated elsewhere in ilie Contract Documents. 132.a. Radivac(ive rifarerial-Source, special nuclear; or. byproduct material as defined 6ithe Atomic Energy Act of EJCOCGEN-mR LC0u0lilo-..b 191o4(Ow Eclivail a'/Clll'OFF'ORTCOLLINS\l0016ICAT10NS IREV IP01)( 1 1954' (a2•LISC:Stction 2011: at seq:)..as amended from time. to time: 132.b.. RtV6r Wortane: Hour$"ReeLId workme hours -are �defncd..as-TtJthim� .to 6:(10pm. iatlssTothertvist specitiedintheGenemlRenuircmerntc., ' 1%33: Resident Project Representdtiiv-Tha_authodied :representative of ENGD4EER who inay. be assiened to the 'site. of uny. part lbereof. 1.34.. Samples -Physical' examples of materials.. egiiptuent or worm anshipp that are. reprewnthtiva of some portibn of the Woiic and which• establish the smindaids by uhicli such portion of tha. Work; will be judged. 1.35: ,Shbp Vrvnings-All -dmwirgs,, diagrams,. d1lustmliuns: schedules and other data or information, Which arc spcciticallp' p4cparod or,asscmblcd' by or" for CONI T- -rc .an..submitted fry CONCRACTOR•to :illiutmetsome potion of the Work:. 136, Speeftcahpns (hose, portions of the Contract { ocuments.constsung of tmttcn tcc! trial descriptions of matermis, equipment, construction systems standardq and tvorliniianship .as applied' to.: the WorL :and certain _adrainisth dvc details applicable thereto: 1.3T Snhconfravlor-An individual, firm orrorpomtion Having adirect contract with, Co\'TRACTOR or with any other Subcaatmctor for,the.perfonuancc of a part of.thc Work at the site. 1.318' Sub.mandal Campletion--The Work (or a specified p;ttt thereat) his pnc;ret,ed to the point :inhere; in the opinion of FNGINEER as evidenced - by E\'GLVEER's definitive certificate of Substantial Completiork.ifis sulliciemly complete„in accordance with the Contract Documents, so that the Work for specified partycan be utilized for the purposes for which it is intended;. cr if no such certiflatc is issued. when the Work. is complete and ready for- final paymentas cyidenced by ENOMFER'swritten recommendation of futal payment ut accordance with paragraph 14:1 i. The terms, "substantially co plete' and 'substantially completed'` as applied to all or part of the Wort: refer to Substantial Completion thereof 139. Supplemenran' Conditions -The part of the Contntct Documents which amends orsupplements these General Conditions.. 1.40. Supplier -A manufacturtt, fibricutor, supplier. disuibutor,.mtuerurlman or vendor having a direct contract with CONTRAL-TOR or with any Subcontractor to :furnish materials or equipment to be incorpormed ;in the "fork -by CONERACTOR or my'Subcbntmetor. 1.41 (fidergrgrutd Facilities -All pipelines, conduits, ducts cables, wires manholes vault,-% tanks. tunnel, or other Such .facilities or atttchmenlc„and any encasements cumauunc such facilities which have. been installed undercround to fumish.any of the followiti , Qr ices or 1 1 Ci 1 1 L 11 1 1 1 1 L 1 L 1 [1 F materials: electricity,, gases, steam. liquid' petroleum products, ttlephorta+ or tither corrimimications, .cable television sewage and ihainage removal trafftc�ur-either control systems or water. 1-42,- Clnft F'niece IV6rk=WcW ro he priid'for.on the baiii of unit prices. . 1.41 Work -The entire completed, construction or the vurious-separately identifiable ppaertrts thereof required to be, furnu hed under the Cbrinct 6mcin nts. WorVincludes Zid'is _the ieaI foCpcfcirming or earn(- * i Inbor "end. Rurtishing,and incorporating inate -rials and equipment into the construction,.and'performing or ftimishing services and fiuttislung. documents, all -as, required' by the Contract. .Dciranmv7lts 1.41.. ifork Change. DLecdw—A written directive to. CONTRACTOR. issued on car alien the Elfective Date of 'the Ageement and surfed byOWNPk and mciammended by ENGWEER. ordering art addition. deleGo-.or revision in the WYork, or responding. to . differing. or unforeseen physical conditions under which, the Work is to ,be performed as provided in Fxtragmph 4 _ ;or 4.3 or to emergencies under paragraph 62Y A Work Change Diructty_ a will not change the Conract Price orthc Contract Timm but ig.evidence.that the partiei e\pect that the .change directed or documented by a Wort Change Direr:tiVe will, be iitcorlwated in asubsequently issued Change Order following negotiations by the panics as to its effect if anv_ on the Contract Price or Contract Times as. provided in Iiaragraph lQ? 1.45. Wnftani Amencbnenl=A ttrittcn amcndmcntof the Contract Documents„ signed by OWNFR and CONTRACTOR on or niter the Effective- Data of the Agreement and normally dealing with the nonengineering or nontechnical' rather than strictly construction -related aspects oCthe Contract Documents. ARTICLE2-PRELDIIN.1RY MATTERS DelireryafBoady. 2.I. When. CONTRACTOR dchvers the executed Ageemrnts to OW,- CUNTRACTOR shall" also deliver to OWIr TER such.Bonds as CONTRACTOR may be mgtured to furnish in accordance with paragraph 3- I. Copies of Documents.. 11. OWivER shall Curnkh to CONTRACTOR up to ten copies (unless otherwise speciCted_ in'the ,Supplementary C'orditiams) of the Contract Documents as -are reasonably necessary for the c. a uticn of'the.Work..Adtlitional copies will be fun stied upon request, at the cost of reproduction. Commenceinent of Contract TiinEv, (Notice to Proc'ee&, 3. The Contract Tinter will coutmence to run on the thirtieth day.nRer the F.Ifectiva Date of the A_�recment, or, EJXDCGE'.'EF L C'ONDIT101% 191iI-9 tl999641kin" W CI N OF FORT COLLI YS \IODIFICA'r10Ns'rRGV 4CQ11a1 if a Notice to Proceed is'giveiL on the day;indicated m the tiotice to•Prm d. ANotice to Proceed may bi given at any time within thirty, days after the Effective Date of the Agreement. - Tan'. . � \3l1`F�-EiBY-B�NE�iB-dBy oF&td-openute-or-tltcthtrvethdaycAftzr-thE BlCeettvdt7xtE :eaN}ie4�;reean efts,-ivhiehvwar-elate-isear{itr Sdr mng fie'fi ork. CONTRAMR'shallcstart, lo perfoim the'Work ,on the d'aie when lha.Conkact Times•comrnence to nut., but no Work shall he done at the site prior to the date on which the Contract Times commence to run. ,Hefore Starrritg Colt mu'tfoti: "i;. Befdre undertaking each part. of the 'Wark. CONTRACTOR'dial! ,carufully study and compare the Contract Documents` and 'check and 'verify- tcrtincnt 'figures. shown thereon and all applicable Geld measurements. CONTRACTOR shallpromptly re port writing to FNG[NEl]R any enntlict, error, ambiguity or .disaepanay dhich CONTPAC.TOR may discover "and shall; obtain a written'mtcrprctadon or�claritication.from ENG[NERR before pnx:ceding with any Wort: affected thcrehy;, however, CC)amxc COR. shall 6cl'be liable, to OWNERor ENCYMF.R"for failure to repart,any eantlict4 error, ambiguity or clacrepaitcy in the Contract Documents unless CONfRA(,TOR knew or reasonaby should have known thereof. 16. Within ten days after the Effective; Date ,of the �ecmcnt (unless otherwisc .specified in, the General Requirements), CONTRACTOR. shall submit to ENGINEER for review; _.6.1. a prel'uninary progress schedule indicating the Limas (numbers of days or dates) for starting — and wmpleting the various stages of the Work; including any Milestones specified in the Contract Docxatients, 2.6.2, it preliminaryschedule�oCShop Drawing and Ssiniple .submittals. which, will list "each required submntal.and the timesfor submitting, reviewing and procesin. such submittal, ?'.6:2.1. do no -case will a schedule .be acceptable tyhirh allovls less than 21 calendar days for each review by Emmneer. 2.6.3. A predminan• schedule ofvalues for all of the Work which will MCILICIL quantities and prices of items ag_rsegatmg the Contract Price and will subdivide the Work into component parts in sufficient detail ur serve a 'the_ 'basis for progress piiyments during• 2constructidn. Such prices will include an appropriate.amount of overhead and pruGtapplicsble to each item of Woik, .2.7. Before anv Work at the site is started- CX)i\rfR4C;fOR and,t)l?tE#,shall eaeh deliver to the ether OWNER with copies to identified-ii�dk4St}ppknalnrnrenditiarts ENGhNtF'F`[2, I certifiumes of itts roar ce;(and otf er evidence of'insurance fly k aq rivuested by OWNTM which CONITOR is required 'to ,purchase• mid maintain .in accordance• with parng a,phs 3- 6-end-5-7: Preeon uruction'Conferonce: 14 Widtar twenty days after the Contract Times start to run bat before any Work at the site is slaitid•a coriferelice' sitended by. COtYCRACTOR. •EfiC.LY6EIZ artd Diners es approliriate. will be held' to establish a working understanding among the panics as to the Wort: andto i diacois' the schedules referred to in paragraph z. procedures for handltng '.Sling Drawings and odor submitts Lsprocessing, Applications for: Payment and maitiwining requvtd rcoords Iniria/Il, AcegmaMe Sche&dl. 2.9. Unless otherwise provided in the t lconrcrencc attended by CONTRACTOR. ENGINEER und'others,•rs _Hjj*bffflte dcsi apd t,d iyi OWNER will be held to review for acceptability. to FNGIi iFER as; provided below the schedules submitted in accordance with paragraph 16: _and ID isi n_l --9sna l_1Zrtiry_ fz nests, CON'fRACTOR shall have an additional ten days to make corrections and adjustments.and to complete and resubmit the schedules No progress payment .shall be made to CONtRACfOR until the schedules are submitted to and accctifnhle to C GINEER as provided below. The progress sched e willt>z acceptable to _6i`1OUF.F.R as ,providing. an orderly progression of the Work. to completion within any specified Mhstones and thc; Contract Times but such acceptance will.neither.impose on ENGINEER responsibility for the seyCiencmt, scheduling or progressof the .Work nor interfere with or relieve CONTRACTOR from CONTRACCFOR'sfull responsibility therefor. CONTR->.CrOWs schedule of Shop Drawing and Sample submissions.will be: acceptable to FNj GTNEER as providing a workablearrangement for reviewtra: and .processing the required submittals CONTRACl'OR's schedule of valties will be acuptable to I3;s 60EER as to Rxiu and substance; ARTICLE 3--CONTRIACT DOCUMENTS: LY'TEtN"T, AbiEND UNG;REUSE . Intent 3.1, The Contract Documentscomprise the entire acreemenr, between 'OWNER :andL CONTRACTOR' eoncerniirg the Work, Thc-.Contract Dewmeats are, complementarvt what' rctilled for bvone isas'bindbtg as'if ca(ldd for by all. The Contraix Dctivments will be construed inaccordance with the late or. the .place of the Project. 3;1_' It .is .the intent of the, Contract Documents to Facet: ct:tiex,v: cofiuincLv iv lux i i9vu c-duai� w/ 01Y OF FORT WLLI NS MOOn ICA'ClONS (lt&V lrinikl) describe a'furictionally complete project (or part thirepo to be constructecl : in acwrdbnce-'.with the C&ntrect Documents. Any'Work, mate r.als or equipment thal,may reasonably be inferred from the Contract' Documents or .(iom.prevailing custom or trade usage asbeing required to. produce the mtended result , M11 be furriishl & ,and performed whether or not specifically called fcir. When wools or_phrases which have 5•welf-Mown tectauc5l'or convtrttetion industry or trade meaning are used ter describe Wurk matcrials or equipmatl such worils.ot phrases. shall be interpreted :in accordflncq:tvidi that meaning. ClariGtaitions:and-interpretations oC-the Contract Doqumerim shall be issued by ENGINEER- as,provided'in paragraph 9.4. . 33_. ,Reference"to Vtandirdr.and.Speciftwfons (if .Technical` Svdetie`x; Reyoriiiig• irnd Resofving. 3;3:1.. Reference too standards, specifications: manuals or eodesOfany technical:sociery, (rynj Door or. association, or Wthe. Laivs or, Regulations of any govcmmcrital authority; whether such trctercncedtc. sr,&iB6,•or ,by, implication shalt mean the 'latest standard, spcmhcatton, manual, code or Laws ,or 'RL&Wtiomin cflext atthetnmdof opening pt;F3idv (o>-, oa the,'E:ffective'Datc:of the .Agreement if there.were no Bids), except as ,may Fx.othenvise specitcally stated in die ContractDocumcras. 3.3.2. It', during the performance- of the, Work, CoNhTRACTOR discovers any c rattier, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to'the,perfonnince of the:.Work or.pf'anv such. standard, specification, manual or code orotan}, ui.sutiction of any Supplier rereated to in paragraph6.?. CONTRACTOR shall rcporl..it. to. Eh.GINNTR in writing at onus, arid, CONTRACTOR shnll not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.3) until un amendment or supplement to the Contract Documents has been issuedby one of the methodsindicated in pamumph3:5 ' .or 3,6_ provided, however_ that CONTRACTOR shall. not be liable to OWNLTL or ENGLNEER for fidure to report any such, conflict; error. ambiguity or discoepancy unless CONTRACTOR knew or reasonably. should have known thereof. 3.3.3. Except ns-oLherwise specifically stated in the Contract Documents or ns may be provided by amendment or supplement thereto i>zued by one of the methods indicated in. pamgrttph 3.5 or 3.6, the provisions of the_ Contract' Documents shall take precdmcu in resolving tiny conflict;. error, ambiguity or. discrepancy between the pnivistons of the Contract Documents and. 3.3.3.1. the provisions of env such standard. specification. manual; code, or instruction (tvhcther or not specifically incorporated by refclem,e in the Contract Documents); or 1 1 II I 1 1 1 33:3.2, the prbvision3 of any such Laws 'or Regidatiorts- applicable to�,ihe-performance or.fhe Work (unless such ,a i, interpretation 6f -the provisions o[tleCdraiaBtDawnents would resulP in violation orsuch Law or Regulation). No provision of -my such standard; specification, manual; w �de or instruction shall be ctTcctivc to change the duties and responsibilities. of W-NER. C0NTR\C-f0R or ENGINEER; or any of their :suhconuactors,consultants; :sginLs or employees frgm those set forth in the Contract. Documents, nor shall it he cffectivcto assign to OWNER. .13NGD F.ER or ami of F.t�IGNF,F.R's Consultants, agents or employecs any duty or, authority to supervise or direct the famishing m performance of die. Work or any duty or auiho icy to undemake responsibility inconsistent with the provisions of paragraph 9.13 or nny other.pmvisi'an.of the Contract Documents. 3.4. Whenever in the Contract Documents the terms 'as ordtted", "as directed", "as required% "as allowed", ".i approved" or terms of like effect or import are used, or the .nd32cUVis "reasonable", "suitable", "acceptable". "proper" or "sattufactnry" or'adjectives of like ctTcct or import are used to describe a requirement, direction, review or judLnnent of EN'GE14EER as to 1h2 Work, it is.intendtd'diat .such irquirement, dirmtion; review or judgment will be solely to evaluate, in general, the oompleted Work for complimee %6tk the requirements of and information in the Contract Doauncros and amformance with the design concept of the completed Project. as a functioning whole as shown or indicated in the Contract Documents (unless there is it specific statement indicating otherwise). The use of any such'term oradjectiveshall not be etreetive to assign to IIVGINEERany duty:or authority to,supervise or direct the furnishirl" or perCtamance of the Work or any deity or. authority to undertake responsibility contmi to the provisions of paragraph 9.13 or any.other provision of the Contract Documents. Ameni&ng and Supplementing. Contract Documents. 3.5. The Contract Documents may be. amended to pro6 a fdfrailditiUhS, deletions aria rcYisions in the Were' or to modify thc'tenns and .conditions thereof in one or more of the following ivaysi 3.5.1. 'a f-omtal'Written.Amendment 3.5.2: a Change Oiler (pursuant to paragraph IO.q). or ER7UG4HVFYLV, C'G�"IUIT[Oi`Li tDIU-R (19`A) Etfitidnl W1a FY OF FORTCULLISS mOUn;iL:xrtO:V5(RLV4ROUa! •3.5;3 'a. :Work' Change Directive (pasuant to paragraph 16A). 43.6. Gi addition, the requitenimis or the Contrtid:t Documents [nay bo supplemented, and miner variations end deviations ;in the Wort; may'be.euthori ied in c,R-r or monthe following ways:. 3,6;1. � A Field Otcle (pursuani.to paragraph 9.?"} 3.6.. ENGNEGR'sapproval'ufaSliopDrawingyr Sample (pansuariLto paragraphs 6.26 and 6.2�. or 3.6.3. EIGINEER's written interpretation -or claritication(pursuant tq paragraph 9.4): Meuse bfDocuments: IT CONTRACTOR, and. any Subcurdractor cr Supplieror other permn or orgammuon perfomiing pi furnishing arry of. the Work tinder _a direct or indirect .contract with OWNER (0 shall not have di naqurre any, title.. tc .or ownership sights_ in :anv of the Drawings; 'Specifications. or other, doctmtentsf'.(6r cupI of any thercol) prepared hy,or hearing the sail of FNGINEER-or FNCrrNF.ER's Consultam and (it) shill not muse any'of such Drawings, Specirucationts, other -documents or copies on extensions of theProor, any other project without written consent of 0Wlv'ER and ENGMER andspeci6c written verification or adaptation by ENGINF.E R. ARTICLE,4-AVMLABfL TY OF L NDS SUBSURFACE AND F"VS1CAL CONDITIOiNN REFERENCE POlN rS Amilabifi(v oft anrLsr 4.1: OWNER shall furnish. as uaiicaated in the Contract DocurnmM the lands upon which the 'Work is to be performed; rights-Uf_way and easementsfor access thereto, and such other lands which -.ire de igriatcd for the OWNER shall identify any encumbrances or restrictions not of general application but specifically related to nw; of lards sit furnished with which CONTRACTOR t611 have to, complyin performing the. Work- Easements. for man .perent structures or,permarent changes pt. existing. :I ncilities will bebbtained and paid for by OWNER- unless otherwise provided in the Contract Documents.. If CON`ff, 4.7TOR anal' OWNER are 'unable to .atncc on enticement to or- the amount or extent of any adjustments in the Contract Price or the Contract Times as a'result or an), dciay,in OIVNER's furnishing these lands, 6ghts-or_ dray or easements. CONTRACTOR may _make a ctaint therefor as provided in Articles I I and 11_; I CONTRACTOR, shall provide for alladrtitiolml lands and aecr;ss 'thereto that May be 'required for temporary construction .facilities or storage, of materials and equipment. f_.? ;Submirfticeand Plryiical C.'omd& bt i• q _:1. Reparrs.and Draistrrgs: Reference is made to the supplcmentary Conditions for identification of.. ,4_2.1,1, Sybsu ace Cow ktions Those repurts of,, cvcplorations and Icsfs of cubsta(acc conditions tit or ocontiguous to the site that have beert'utilized by GINFER m preparing the Ccuntract Documtcnis; 'and 4.2:1.2. Physical CandlAons.. nose drawirigs*of physical conditions in or relating to existing surface Or subsurface,stnrctures at or contiguous to the site (except Underground Facilities) that have -been, utilized by ENGD&-ER in preparing the Contract Documents- 17. Limired-Relimice.by CUMlR4CTOR,Auri1nri,-a4. 7'acltitical i)ara: (YINTRAOTOK may rely upon the general accuracy of the "technical data' contained in such re{iorta_and drawings, but such rcTxvtc and draicingsaft not Contract Documents. Such "technicaldart' is identified in the Supplementary.Conditions. Except for such reliance on :such"technical data",'CONTRACTOR may not rely upon or make any claim against OWNER;. ENGLNEER-or any of ENC.INF.ER's Comidtantswith respect to: 4.12_I. the completeness of such reports and drawings for CONTRACTOR's -purposes, itxludin,, but net limited to. any aspectsoT the mean, niethm1s, techniques: sequences. a- nd procedures �of construction to be employed by CONTRACTOR .and safety precautions ;mil programs uicident thereto, or 4.2.2:2. other dam interpretations, opinion; .and'viformation.contained tit such reports or shrnvn or-indiquLd in such drawings, or 4.2-na, any CONTRACTOR :interpretation of or conclusiom drawn from any "technical data" or. .any such data.. interpretations. opinions or information 4.2:3. Nonce o/ Differiiijg .Subnvface or Phymal Conditions: if C'6,ITR_Acr6R believes that anv subsurface or physical condition at or contiguous to thesile that is'uncovercd or revealed either:, 4:2.3.1. is of such a nature as -to establish that .any techrue`ud data" on Whn.h CONTRA\GTOR is ,entitledto rely as provided'in paragaphs 4 2.'I and 4.2.2 is matetiallv'inacctiratc, or 423.2. is of such a nature m to require a ,change in thc:Contmct Documcnts, or- -3,1,:;3. differs materially from, that drown or E imc: tiEytR:U. COND[nom 19111J' tow E(Waf t U wI 01YOF FORT COLLIT%3M0Da4CA'[IONS (RL'V•LZarla) indicated in the Contract Docunierus, or, 4.23:4. isof art uhusual nature: and' di&rs matuiihy Crum conditions ordinarilyencountered and: generally;tecpgnized as inhererit in work of the diameter provided for 'in the Contract Docunents;.then CONTRACTOR' shall, premps 'immediately after becoming aware thereof and before: Gadier, disturbing conditions affected' thereby a perforraing any Work.in .connection therewith (e"xeept in are -emergency as in eonncction'tl of written order 4.2,3: E,VGLVEER's Review: E,IGLNEER will promptly review die pertinent, cdnditi8rK determine, the necessity of OW NER's obtaining additional exploration or tesiswith respect thereto and,advise-OWNER in 1'riting (with d, copy to. CONMACTOR) of ENGWEER's Iinding%and conclusions 4.2.5, .Passible Conrrucr Mcunrentr. -Change If ENGINEER concludesthat a' change in the Contract Documents is rquired as a result of a condition that.mects one or more of the categories in paragraph 4.2:3. a Work (:barge I irective or a' Change Order will 'be issued as. provided .in. Article 10 to reflect and document the consequences of such change. :3.2,0. .Pnsrihle Pricy wql T'nnes A4ygMrrn1s: An equitable. adjustment in the Contract price or in the Contract Times, or both, will be allowed to the extent that the ceistcnce of, such uncovered or revealed .condition causes an increase or decrease in CONTRA701ts cost 'or, or time required for performance oC the'lVork; subject, however; to die following: - 4.2.6.1. such condition must meet anyone or .more, of the categories described in paraggraphs 4,2,3,1 throng t 4,13 A, inclusive; 4.2.6?. It change in theContractDocuments pursuant to paragraph '4.2.5 will not 'be on automatictmthoricition of nor a condition prc edent to entillement to any such adjustmenC 4:163, with respect to Woik that is paid for on Unit price Basis, any adjustmem in Contract .Price; will be subject to the provisions of Paragraphs 9.113 anti 1 1,9: and 42:6.4. CONTRACCORshall not bcentitled 'to any adjustment'in the Contntct Price or Timis if; 4.2,6,4.1. CONTRACTOR knew, of the existence of such conditions at the time CON'rR:4CTOR mace ,a final commitment to OWNER in.respect of Contract -Pried and Cenumct Times 6y.the I I [1 1 subtnission of a bid of -becoming bound under a negotiated%.ontract' it 42.6.4;1 the existence of ;such condition could .reasonably have teem discovered or revealed.as.a result of any examination, investigation, Cxploradcm lest' or. study of the site.,and 'contiguous areas required by the Diddiaig Requuvmcnts or CmuuCt.DOlxUlrents to tic conducted by or for,CONTRJCTOR'piior to coNraAC.TOR's inak'i g, such 'final commitment or 42.6.4.3. CONTRAC:OR failed to give dic written notice within the time and us requirmI by pamgmph 4.1..1 . If OWNER -and CdMrRACTOR me unable to agree. on enddcrnent to or as to'the amount or length of any equitable adjustment in the 'Contract Price 'or Contract Times• o claim mac be 'mhde thenifor as.provided in' Articles It and F?. 'Ffoweve, OWNER; ENGINFER'and 'ENOINEER's Consultants shaU not be liable to GONTRACT.OR for any claims. costs dosses or damags sustainer) by CONTRACTOR on of in connection with any other project or anticipated project -U. Physical ConiBkuns—Umlergro&red Facilities: 411, Lhoun orLrdirated: The information and data, shown or indicated in the Contract Documents with respect to existing Underground Facilities at or, contiguous to the site is based on information and data furnished. to OWNF.R'or ENGINEF,R.bv the owners of such Underground Facilities or by others. Unless it is otherwise expressly' provided in the SUpplementiry Conditions: 4.3.1-1. OIVNER and ENGINEER shall not be responsible for the accuraq or compleidnes6 orAriv such information or data: and 43.1.2. The cost of all of the following will be included in the Contract Prim and CONTRACTOR shalt have full responsibility for; (i).radiewingand checking all such information and data, (ii) locating all Underercund'Facili ies shown or indicated in the 'Contmct Documcrim(iii) coordination of the Work with the owners of such Underground Facilities Burin- construction, and (iv) the safety and protection of aU such Undergrvural Facilities as provided to paamgriph o 26 and repairing any damage thereto resulting Ervin the Work. 4.3:2. Not Shosih or Lt hcbteili If an •Undergound Facitity is uncovered or reveailed at or contiguous to the .site which. teas not shown or indicated in the Contract Docrimcntt , CONTRACTOR shall, promptly imme Lately of d becoming aware thereof and before further distutbing conditions affected thereby or performing any Work in connc ion therewith .( except t in an emergency as .required by p4ragraph6:23). identify the owner of such Underground Facility and EJC'UC GE'�P1t.tL CONUIT[OrU" I91('3A6920 Eitilklib re/ 0 iY OF RAT COLLINS MODIFICATIONS lJtEV-.ti-W01 give written notice to that owner and to OWNER an l ENGfNHER frYGUNEER will promptly review the Underground Fieility-and defennine the extent, ir. any, to which a change :is rcc{uired'in the Contract 'Documents to repent and document the consequences of the a 'stence of the UnaC46tind Facility. It' 'ENGINEER -concludes that a charge in the Contract .Documents is requt nxL a Work Char**e Directive or a Change Ordcr will be issued,us provided in Article 10 tor reacctuaddooumnrdsuch consequences. During such time, CONTRACTOR'shatl .be responsible for the safely and ;protection of such Underground Facility, as provided_ .in paragmph 6.20: CONTRACTOR sh&4 may be sdowcu an increase in the Contract Price or.an extension of'the Contract Times, or both, to the extent that thcyare attributable tbtthe e,•cistcnee,6f any UndmTound Fac lily that was not'shown or indicatedin the Contract Do6wn nts and "that CONTRACTOR did not know of and could net reason3bly hive been expected to be:aware.or or to have anticipated. U.O WER tnid CONTRAC7. OR are unablelo agee on entitlement to or the amounf or length Hof' any such ad'ustmerit in Contn2a7t Price or Contract Times, CONnRr\CfOR may make a claim therefor as provided in Articles I I and I I However; OWNTER, ENGTNFF.R and F NGFNF ER'.s Consultants shall not be liable to CONTRaCf OR for any,claims, costs, lossesat damages incurred or sustained by CONTRACTOR 6ri or in connection with any other projector -anticipated project.. Reference. Poiivs: 4,4. OWNER shall provide en gm' ring surveys to establish reference points rar construction which in EM,31NEER's judgment are _neces,.iry to enableCONI'RRCfOR to proceed with the 'Work: CONTRACTOR &WU be responsible. for _laying out the 'Work, shall protect and preserve the established reference points and shall make no clianges or relocations without the prior written approval of OWNER CONTRACTOR shallreport to ENGINEERwhenever any reference point is 'lost or destroyed or requires. relocation because of necessary cliangcs at gmd5 or locations, and shall be responsible for the accurate replacement or relocation of such reference points, by professionally qualified personnel. 4.3:.-Lybestvs. PCBs, Petrulewn, Hazarr/drrs J14asie or RndinncYive ,ilaterinf: 4.iL OWNER shall be responsible for any Asbestos, PC13.s, Petroleum_ Fhazmdous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings. -or Specifications or identified :am the Contract Utwu rents to be within the scope of the Work arad which may present a substantial danger to persons or property exposed therclo in: connection wiih the Work at the site. CA ER shall not be responsible for any such materials brought to the site by CONTRACTOR. - Subcontractors. Suppliers. or anyone else {or whom .CONTRACTOR is responsible (tti)tiitflten'��cn*t�vrc have stteh -'eleted .Vtiels 11 n- in 5 Pro .1.2 and 4A afd '; : �5 �"; �;; _ i= if� '*iM94,is $ w0i),ot, Foiur ODLLI NNNIODIFIC NFLOINS !IUEV I71300) ARTICLt 5LI)ONDS AND 11NSURLNCi' Perfornrance.'Payment and OMer Bonds. *5. 1. CONTRACTOR':shall furriish Performance and .Payment Bbnd&, each in au amount at least equal to the Conu�ad PricZ 6 security,fior the faithful performance aril ,puiymcni -of sell ;COINTRACrORs'obligations' under lthc. ContritcL,Doduments. These Bonds shiill cement in dieci a[ least until one year aAerthetlate�when psym.ent becomes due. except as provided otherwise by LRWS:617 Regulations; or by -the Contract Documents. COWRACTOR'shall also fiarriiih such other Bon&as arc required) . y , thc'Suppl . -mertary Conditions. ,all bonda gliall beln -the f" prescribed by Contract Dticumqnis Mept as provided otherwise Fry, Lawi or Regulations and. "if, be executed by such sureties.as'arc, muntid,ih the current 'list of T . I •H'oldingg CertiFicnes. of Authority as Acceptable Sureties citFctliral BLftds,arfd as C=ce - le insuring - Com 1pin i .-'as published' in u1it,tanibS7� 1�(Zcndcd) by ' the A t stafC'Bureau of n c sUry i3l. 0*1 U';.'�rrffl.- mpartmaric, Ali.. Bonds signed by an agent must'lic mcompaniedhyacurtified,co v-of�su6h'a nf5auth i -P, ge authority toact. If. the Surety on any Bond. ftffrashW by COINTPACTOR Is. declared. a. h"rupr or becomes insolvent or its ritifit to do husiness -is territ imileid in, any st C . a�- wh reany part qfthc Prcjcct is 16cauid,or.it ceases to meet the requirement5-ofparagraph 5.1, CONTRACTOR shall within ten dava thacrill - cr substitute another. Bond I surety, hpLh which must bLacccptable to OWNER and of , 53. Licensed Yuraties and Insurms: Certificates of Insarance':' ' 5.3;L All Bonds and irminince required by the Contract Do�urriemspurchasaf iind maEntained ,.to he by OWNER ,or PONTPACTOR shall be obtained from surety or inauance comp - unies,thit ire July beensed orPuth6fized in thdjurisdiction in which the project is located to issue 130nds.or insurance polwies f6r the limits and coverages so rapLired Sut h surety ,and insurance companies shall also ineet such additional requirements and qualifications as may he provided in the Supplenwritary Conditions, 53.1 CONTRACTOR shall deliver to OWNER: with copies to each additional'insured identified in the Supplementary Conditions: Certificates of insurance (and other evidence of insurance requested by MVINTR or tiny other additional inswed) which OWLf IZACTORisrequired Vritirchitse and maintain I I I I I I I I I I I I COATIZ4CTOR'x Liability Insurance. SA. -CONTRACTOR "I purchase and maintain such liability, and other insurance as isappropriatefoi,Lhe Work being pefforrnecf and'furnished and as will pr6ii& protcrUon from claims set (cath beltAv Nv'hi*ch may arise out -of or result from CONTRACTOR's peiformance dod fiwmishing 6f the Work and CONTIIACTOWs other o 9H -umialts, whether it is: " * bfi* 'tions undcir the Cintra-cf DoL to be per(pMed 9E fy-ti�jo by CONTRACTOR, imV Subconfiirtor or Suppqa".- or by indirectly effipIcqedLhY'any*of them to Nrfitirn or-furnisli. any of the Work, or by'anyoric'for whose acts any of their, may heliablti:' ' 5.4.1' •cltuaas',undcr workerd corrilp6risatiort-disabikty benefits -and other similar employee bencIrlit acts; 5-4.2. claims for damages -because of "ll injury,, otcupnticxial sick-ness' or disease. ,fir' , ath of tM-NTRACI*PWs emp!6y .4.3. c6ints for dmnsg& because of b6dily'-inj'Ury. sickness or dt sr'rcie, or dcath.of any'pqrson other than CONIT RACTOFs eni ployccF, 44—elaitns4ar—damnges­in ed bv—eus10`azaly --- Wit I IN l"bilit" MW-f Few mew ef!;Ich other -reason; 5:43, claims for dremages_ other than to the Work itmlt because kit' injury to or destruction oftAngible rx*ny_wht:rcvcr located, including -.-'loss .of use resulting thercifror;and 5.4.6. claims for dihmages b,;causierof bodily injury or death ot-a.ny person or prcjxrty damage arising out of the ownership, maintenance or use- of any motor. vehicle. The poUcies of insurance so recfaired hy this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance. required by paragraphs 5.4.3 through 5.4:6 iinclusive, and .5 4 inclu&7 as additional u,"rea, (weiLa to any customary e_xclusion in respect p-rit of professional liabdity), OWNER: ENGINEER. ENGINEEKs Consultants and any otherpe rrns or entities identified in the Supplementary Conditions, all of Whom shiiii be listed asUdditiorial insureds. and iricltid& covempe-for. -the respective- officers ,and employees of all' such 5.4.8: induLV the spccific cowertiyes and be written 16r not less than the limits of litibirity provided'in the cd Supplementary Conditions or re4u.aby Latta or Regulations. whichever is greater. 3-4-9- include cLn-ipletedoperqfimisi'trance; W CI IYOF FORT COLLINSMODIFICA-riONS (REVi;?000) I 5-4.10. iiuJude contm ., cited liability •insurance covering CONTkA(­_[OR's indemnity obliotiJ ons *5r,par-igri,phs6:1')-6.16ud6..31 through6_13;, 5-4,11, contain a p - rov ve on or endorsement that thti ,Leverage afforded will not be cancelled,, materially, charged .dr, rtni:wal refused until at 16a udiirty diyi' prior,wnttcn notice has been given to OWNER and co,4'rRAul. OR and to each other aoditx6nai insured identifioJ in the SupplEmentiary Conditions to whom it.Grtificitii *o�f ills=' r=­ has been issued (and the certificated certifica te-i of insurance. -furnished' W the CONTTRACTOR ptusurmt to pantgraph-5.3,27willt.so provide); 5.4,12: terrain in effect at Least until btal l5ayffient and at all times thereafter when CON,TRACI'OR,may be correcting, removing or replacing;derjevtKz W&k. 'in accordance With paragraph :1.3.1 21',and j.4,13: •with respect to ccffiplited: operations.,insurance, and iny,insuratice:66verage written on-­a� ctaim&-m ' ade baisi� remitin,jn cff&t fbrat leasr-t%0, ;ygt'afterfinal, payment (and CONTRA( 71*.OR "I f h OWNIER and cash other additionitt ihsurcd identified in the Supplementary Conditions to . wh6m 6 certificate of.insurance has been issued evidence -satisfactory k, OWNER and 'any such additional. insured of uoniinuiuizin, of such jasurarioerint final oyrn&iI and one year.thereafter): OlVi\TR's Liability Insuranec- 5.5z - fn addition to, insurance required to be provickd by CONTRACTOR under prtrnjmph-5.4,. OVVNEP, at OWNER's option. niayo fturuhaseand r6intain At OWINER's expense. OWNER's 6tvn liability insurance, as will protect O%VNT.R against claims which may arise from -operations under the Conuiict Documents. Property' Insurance: Rrg 9�A' P4;;R, - Coast wl. I _44F -,epso� each anFlialFfr4tsteduai kFA I-insute against 1 1 lo., I _nd2d 9. I