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HomeMy WebLinkAboutBID - 6061 SOAPSTONE PRAIRIE ACCESS ROAD 31103�{ hdnit niOraftu�Svri.ivk�s •`raruraan;; �ttt�tln t�itll ,R, I 1 �ltt q, 1 ADDENDUM No 1 City of Fart Collins SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6061 Soapstone Prairie Access Road OPENING DATE 3 00 P M (Our Clock) September 6, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made The following addendum takes precedence over the contract document and plans Where there are conflicts between the addendum and the contract document and plans, the addendum shall control CHANGES: • Bids opening change to September 6, 2007, 3 00 p m (our clock) • Substantial Completion change to 150 calendar days from Notice to Proceed • Earthwork log is available For electronic copy, contact the Project Manager, Jin Wang, at 970-631-3473 orlwang@fcgov com • Replace Bid Schedule with the Addendum 1 Bid Schedule attached DRAWINGS • Sheet 1 of 88, Title Sheet — Under water source, Rawhide Power Plant, remove "length to project = 1 2 miles" Contractor shall make their own determination • Sheet 3 of 88 — Under General Note, the "first' note 1, add Water from this source shall not be use for mixing concrete • Sheet 3 of 88 — Under General Note, the "second" note 1, delete and replace with the following Contractor shall maintain all construction activities within 5 to 15 feet, as directed by the Engineer, of the catch point lines shown in the plan and profile sheets This includes topsoil storage and reclamation activities This excludes activities for fence installation • Sheet 3 of 88 — Under General Note, add note 20 Compaction for this project shall be AASHTO T99 • Sheet 3 of 88 — At the bottom of General Notes, under permits & associated fees required to be obtained by the contractor for this project, remove "work in the right-of- way Lannier County — By Contractor" The City will apply and paid for the Larimer County work in the right-of-way permit • Sheet 5 of 88, delete note 1 & 4 under Tabulation of Signs 215 North Almon Shtat • 2"" 1 loor • P 0 1tox 5811 • 1 art Collura, CO 80522-0580 • (970) 221-6775 • Fa, (970) 221-6707 eaw &¢on (on Soapstone Prairie Natural Area Project Special Provisions REVISION OF SECTION 216 SOIL RETENTION COVERING Augast 2007 Section 216 of the Standard Specifications is hereby revised for thts project as Inflows Subsection 216 02 delete entire Subsection and replace with the following (a) Coveting Soil Retention Blanket (Coconut) shall be North American Green C125BN or approved equal and shall meet the iequirements and recommendations for material and installation as described by the manufacturer The Contractor shall provide a submittal of the material prior to installation Soil Retention Blanket (Straw / Coconut) shall be North American Green SC250 or approved equal and shall meet the requirements and recommendations for material and installation as described by the manufacturer The Contractor shall provide a submittal of the material prior to installation (b) Stakes Stakes tot the Sod Retention Blanket (Coconut) shall be North American Green 6-inch hardwood Bio-STAKE'^' or approved equal and shall meet the requirements and recommendations for material and installation as described by the manufactuier The contractor shall piovide a submittal of the material prior to installation Stakes tot the Sod Retention Blanket (Straw / Coconut) shall be North American Green 6-inch biodegradable Eco-STAKE"a or approved equal and shall meet the requirements and recommendations for material and installation as described by the manufacturer The contractor shall provide a submittal of the matei ial prior to installation Subsection 216 05 shall include the following Payment will be made under Pay Item Pay Unit Soil Retention Blanket (Coconut) Square Yard Soil Retention Blanket (Straw / Coconut) Square Yard nottLe to OWNLR and CONTRACIOR in accordance with paragraph 14 13 that the Work IS acceptable (except as otherwise cspressly providLd In connection with Substantial Completion) 621 Safety Represen6iht e CONTRACTOR shall designate a qualthed and experienLed safety representative at the site whose duties and responsibiluiL shall be the prevention of accidents and the mmmtaming and superwismg of safety precautions and programs Hazard Communication Prograniv 622 CON I RAC OR shall be responsible loi coordinating any eSchange of material safety data sheets or other hazard communicauon information required to be made available to or cxLfringed between or among employers at the site in accordance with I aws or Regulations Enteigeneiev 623 In emLI gencILS affecting the Safety or protection of persons or du. Work or property at the site or adjacent thereto, COATI RACTOR, without special unuliction or authonmtion from OlANER or INGNEhR is obligated to act to prevent threatened damage, injury or loss CONTRACIOR shall give FNGINFER prompt written noticL if CONTRACTOR bdi,ves that any significant changes in IhL Work or variations from & Contract Documents have bLLrl caused thereby It FNIGINFFR det luluies thhat a change in the Contract DOLLimentS IS required bectneL of thL action taken by CONTRACTOR in response to such in enhergency, a Work Change Directive or Change OrdLr will be Issued to doctuncin thL consequences of such action 624 Shop Dianing+ and Saniplev 6 24 1 CONTRA(-rOR shall submit Shop Dmw ings to ENGINEER for review and approval in nceorclarrL with the accepted schedule of Shop Drawmgs and Sample submittals (seL paragraph 2 9) All submittals Will be ickmihed as ENGINEER may squire and in the number of copies specified in the General RLquuentcni5 The dam shown on the Shop DrawmgS Will bL LonhplLtL with respect to quanuuLs clunLnsnms specfied perfomlanec and design criteria materials and smular data to show ENGNEER the malLnals and equipment CONTRACTOR propos,s to protide and to Enable ENGINEPR to rovnW Ihl information for the hmncd purposes r clured b% paragraph 61_6 6 24 2 (,ON I RAG OR shall also submit Samples to LNGNEEIZ for review and approval m dcLofdanLC With said acLLpted schedule of Shop Drawings and Sample suhnuttals leach Sample will he identified (featly m to material, Supphcr pertinent data such is analog rannbcn and the osL for which mtcndLd and othemise as I-NI,INFIR in Iy ILquue to en,ihlL IaNUIIQEER to rmicw the Submittal for the 1mhnLd 16 rrCDCGFNERAI CONDIIlONS 1910-9119901 Jnivn xi On 01717010 COLT INSNIODII ICATIONS(R['S iR000) purposes required by paragraph626 The numbers of Lech Sample to bL submitted will be as specified m the Specifications 625 Submittal Procedures 6 25 1 Before submmuhg each Shop Drawing or Sample, CONTRACTOR shall have dererm med and vcrifiecl 62511 all field measurements, quantities, dunensions, specified performance criteria, mstallmhon requirement%, materials catalog numbers and similar mfomimtion with respect thereto, 6 25 1 2 all materials w Ith respect to intended use fabrication shipping, handling, storage, assembly and installation pertammg to the performance of the Work, and 62513 all information relative to CON RACTOR's sole responsibilities in respect of mearis, methods, techniques, sequences and procedures of construction and satety precautions and programs incident thereto CONTRACTOR shall also have reviewed and Loordmahsl o)Lh Shop Drawing or Saniple with other Shop Diawuhgs and Samples and with the requirements of the Wort, and the Contract Documents 6 25 2 Each Submittal w ill bear a stamp or specific vmaen Indication that CONTRACTOR has satisfied CONTRACT OR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal 62S3 At the time of each Submission CONTRACTOR shall give ENGINEER specific written notice of such variations if any, that the Shop Drawing nr SamplL submnlad may have from Ih( requirements of the Contract Documents such notice to be in a written Lommumcation sc,puate from the Submittal, and in addition Shall causL a Specific notation to be made on LdLh Shop Drawing and Saniple submitted to FNGNTEER for review and approval of oath Such variation 626 ENGINEER will n.uelw and approve Shop Drawings and Samples m accordance with the s heclule of Shop Drawings and Sample suballUJIS aLLLpILd by ENuNEER aS irqu led bI paragraph 2 9 ENGINEERS review and approval w ill bL only to cleterrime it thL items (overld by the wirmatals will after installation or incorporation in the Work conform to the infornition given in IhL Contrict Daxamients and bL compatible with IhL design conLLpl Of the Lompleted Prolud a5 a lunotiuning wholL as uldaatLd by the Contract Documents LNGINELR's rLw few and approval will not LvLnd to ra .ms, muthods t,-clmhqucs, scqucnccS or prMLdui Ls nl Lominttuon (eSLLja whelk, a jxhrtmolal nhcans nhethcxl tcchnujuc st(jucnLe or proculure of construction is specifically and expressly called for by the Contract Documents) or in safety precautions or programs Incident thereto I he revimk and approval of It SLparme item as such will not inch,ate approval of the assembly in which IhL item fimctions CONIRACIOR shall make corrections required by ENGINEER, and shall rctum the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval CON I RAC I OR shall direct spemfio attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals 627 ENGINELR's review and approval of Shop Drawings or Samples shall not relieve CONI RACI OR from responsibility for any variation from the requirements of the Contmu Documents unless CON I RAC OR has in writing called FNGIMsIIR's attention to each such variation at the time of submission as required by pamgraph 6 25 3 and ENGINEER his given written approvnl of each such variation by a specific urrtten notation thereof incorporated in or acLonap rt, ing the Shop Drawing or Sample approval nor will any approval by FNWNLFR relieve CON RAC OR from responsibility for coniph mg w ith the requirements of paragraph 625 1 628 Where a Shop Drawing or Sample is required by the Contract Documents or the seh,dule of Shop Drawing and Sample submissions noceped by I-,NGINf ER as required by pragraph29, am elated Work pierlomled prior to ENGINEER's review and approval of the pertment submittal will be at th, sole LXpfalbL and responsibility of CONTRACTOR Conhiwingrhe Iirorh 629 CONTRACTOR shall tarty on the Work and adhere to the progress schedUIL (luring all disputes or cloagrcemer is with OWNER No Work shall be delayed or postponed pcndumg resolution of Line disputes or chsigrLLmcnls eecept as pLniadt,d by paragraph 15 5 of as OWNER and CON-1 RAC rOR rimy otherwise agree tit writing 630 COMR4Cf UR'( General 11'ananri- and Gamantee 6 30 1 CONTRACTOR warrants and guarantees to OWNER ENGINEER and ENGIN1iFR's Consultants that all Work will be in accorchince with 0, ContraLt DUcurn Lms. and will not b, defechie (_UNTRACTOR's warranty and guarant,e hcreundcr cscludes detcLts or damag, caused by 63011 abus, modification or impropLr mamtcnanee or operation by pLrsonS other than CON I RAC 1 OR Subcontractors or Suppliers or 6101 ' natural wear and tear under nominal usag, 6302 CONIRACIORs obligation to perlonn and ttamplek frL Work in dc,ardmcL with fh (,ontn(t Dcxunments shall be absolute None of the following will conaaute an acapPince of Work that Is not in i )CDC GPNFR yI CONUI ❑ DNS l'J ❑a 4 U'190 Ldrtwul ,0 CITY OI FOR[ (OLI I NS %IODI I ICA r1ONS iRl e t/20001 accordance with the Contract Documents or a release of CON I RAC, I OR's obligation to perform the Work In accordance w ith the Contract Documents 03021 obsery atioru by ENGINEER, 63022 recommendation of any progress or final payment by FNGfNFFR, 63023 the Issuance of a w2116wte of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents 63024 use or occupancy of the Work or any pail thereof by OWNNZ, 63025 any acceptance by O\VNFR or any tadme to do so 63026 any rmRw find approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptabthty by FNGINFER pursuant to paragraph 14 13, o 30 2 7 any inspection, test or approval by others, or 0 30 2 8 any correction of ckfectfve Work by OWNER Indemnification 631 To the lulkst eslent p,rmit,d by Laws and Regulations, CONTRACTOR shall in(lemmfy and hold harmless OWM R ENGINEER, ENGINCER's Consultants and Un, ottic is, drnctors employees, agents and other Lonsultmas of each and any of them from and against all Llamas costs, losses and damages (including but not limited to, all tees and charges of engmcers, mchuecrs, mtorne) s and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or r,sultmg front the perk)MATILL of the Work provided that any such claret, cost, loss or damage (1) r, altributabl, to bodily injury siL,kness, dmeasL or clealh, or to mjur) to of ckso-ruion of umgmble property (other than the Work itself) Including the loss of us( resulting thLrclrom, and (11) Is Laused in whole or in part by any negligent aLt or omission of CONTRACT OR any, SulxontraUor any Supph(r any person or organization chrccdly or indirectly employ ed be arty of them to pertonn or famish anv of th, Work or anyone for whose acts any Of IhLna at iy 1)t hab1L r,g rnlless of whethLr or not caused in part by any neghgLncL or Mission of a person or Lofty Indunnafied her,under or whether habthty is imposed up(nm such indemnified piny by laws ind Regulations regmdless of the negligence of any such pxrson or entity 632 In any and all churns aearnst OWNER or FNGINFLft or any of darn iespectoe Lonsullanis, agents, ofhwrs directors or employees by any LmployLe (or the xuvivor or p,rsonal mis-,s,OWIVL of su,h employ,,) of CON 1 RAC I OR am SnbLonlrA.lor .Inv Suppher any Arson or orgamization due%th or Indrnxtly employ ed by 17 any of them to perform or fmmsh any of the Work or anyone for whose acts any of them may be liable, the indcmmheation obligation under paragraphb3l shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor Suppher or other person or organimnon under workers' compensation acts disability benefit acts or other employee benefit acts 633 the indemnification obligations of CONTRACTOR under paragraph 631 shall not extend to the Irablhty of ENGINEER and ENCANTEER's Consultants, ollicen, directors employees or agents caused by the professional negligence, errors or onl lsgjOnS of any of them .Sunnal ofObllgnaanw 634 All represeinquons indemnifications, warranties and guarantees made nit, required by or given in accordance with the Contract Documents, it well as all continuing obhgauons indicated in the Contract Documents will survive fired par nient completion and acceptance of the Work and termination or completion of the Agreement "M I[AII ADI IIIIIRLITUt" Related IVa6 at Site 71 OWNER may ptrlomi other work related to the Project at the site by OWNFR's own forces, or let other direct contracts therefor which shall contain General Conditions similar to these or have other work performed by utility owners if the fact [hat such other wort, is to be performed was not noted at the Contract Documents, then (I) wntten notice thereof will be given to CONTRACTOR prior to starting any such other work and (u)CONTRACIOR may make a claim therctor as provided in Articles I I and 12 It CONTRACTOR bLho%es that such performance will invohe additional expense to CONI`RrAC'TOR or requires ackhtional tune and the parties are unable to agree as to the amount or extent thereof 72 CONTRACTOR shall atlorrl Such other contractor who is a party to such a direct contract and each utihh owner (and bWNER, if OWNER is perfornnng the additional work with OWNER'S employees) proper and salt aces ss to the sit, and a reasonable oppoi thinly for the Introduction and storage of mattnals and egmpment and the execution of such other work and shall properly connect and eoordnra, the Work with lhurs Unless otherwise prmided n the Contract Documents CONTRACTOR shall do all cutting fitting and patching of the Work that may be nqunecd to make Its sY Cn l Irons COMIC togclhY properly and integrate wltll Arch other work C.ON7 RAC I OR shall not endaang,r any work of others by cutting c\crwaung or othtrwise alitnng Their work and will only cut or alter then work with the Sur then tomcat of LNGINLLR and Iho others whose work will he afidcted fhe duties and responsibrhnus of CONTRACTOR und.,r this paragraph are for the benefit of such utility owners and other contractors to the est nt that Ahem Ire eompinible 1 JCDC OI TERM CONDITIONS 1910 9 0 990 Fdmuo is a/CITY OI I ORI COI I INS MODII ICATI6NS IRE% IROn01 pro%Bions for the tenetit of CON7 RACTOR In said direct contracts between OWNER and such uhhty owners and other contractors 73 If the proper cxcs;ution or results of any part of CONTRACFOR's Work depends upon work performed by others under this Artcle7, CONrRACi OR shall inspect such other wtork and promptly report to ENG INFLI2 in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work CONFRACIOR's tadure so to report will crmsutute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work eecept for latent or nompparent defects and deficiencies in Such other work Coorthnation 74 If OWNER contracts with others for the pratomianer, of other work on the Project at the Site, the billowing w ill be set forth in Supplementary Conditions 74 1 the person Linn or corporation who will haw e authority and respomilmlity for coordination of the activities among the various prime contractors will be ldcntified 742 Or, specific matters to be covered by such authority andresporeabrh[y will be aermwd and 7 4 3 the extent of such authority and msponsibl hties will be prow i Ld Unless otherwise provided in the Supplementary Conditions OWNER shall have sole authonty and responsrbrhty in respect of such coordination AR I ICLE S--OWNI, R'S RESPONSIBILITIES 8 1 Es..ept as otherwise provided in these General Conditions OIVNLR shill issue all communications to CONTRACTOR through ENGINEER 82 In case of termination of the employment of ENGINEER OWNER shall appoint an tngmccr against whom-F.{yN.'I RAEFOR—makm-no-reavormHle-obpeetren whose status under the Contract Documents shall bo that of the fommr FNGNEER 83 OW Nhk shall lumish the data ruµurc d of OWNER under ill, Contract DOLUMUts promplll and shall make payments to CON I RAM OR promptly when they are 3U0 n prrn ileel In paragraphs 14 4 md 14 13 84 OWM,Rs duties in respect of providing lands and easx.ments and providing engmtcrmg surveys to estiblrsh Ielcitnce points arc set forth In jxragraphs4l and 44 Paragraph42 relers to OWNER's identifying and making nallablo to CONTRACTOR coprts of Ieporte Oftspleranans and tests of subsurface condrnnns at the sac and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by I"NGI NI,ER In preparing the Comma Documents 8s OWNER's �hasmg find-tuatnittmtng-kubl hay-anti--prc>iwrty-�re,uraneo-art-sal forth in—paragraphs-5-5 t1trough- 40 86 OW'NFR Is obligated to execute Change Orders m indicated in paragraph 10 4 87 OWNER's responsibility in respect of certain inspwions, tests and approvals is set forth in paragraph 13 4 88 In connection with Orb NH it's right to stop Work or suspend Work, we paragraphs 13 10 and 15 1 Paragraph I5"_' deals with OWNER's right to temunate servicesof C,ONCRAGroR under certain cucumstances 89 the OWNER shall not supervise, dueet or have control or authority over, nor be rLspomiblc for, CONTRACTI OR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto of for any fallum of CONTRACTOR to comply with Laws and Regulations applicable to the famishing or performance of the Work OWNER will not be responsible foi CON] RA( TOR's failure to pertomt of lumish the Work In accordance with the Contract Documents �l u—OWNER-rospensibddy-m-raspr'<,t-ot-undisc,posed Aslwstas—RGBs,—Fetroleum—Ho �+rckrus-Wente-or Radie>aMtv.: ""-.o.stir,�ls-tmeovaret?-ortevcwlecl#ihz-sI[rw sat-lorlh-m paragraph 4-5- S-H—If-xnd-to-the-e><tzm-E3 Wls'Ei7-has-agrczd-to-turmsh CONT-RAGFOR reuserable�vidense--thanmarwiel arrangements-Nava-txen-m ac1€-to-sahsly-OLV{�1ER's obltgatterei under-IHt-F-or,tr,�^,�o:.umeats, •,�`.,q M-R''" responsibility-m-rcepwet-thcreol-will-be-as cut -forth -in -the Supplementary -Conditions AR ICLL 9--kiNGINLLR'S SLAT US DURLNG CONSTRUCTION OIJ,NLRS Representam e 91 ENGINEER will be OWNER's representative during the construction period The duties and responsibilities and the (mutations of authority of ENGINEER as OWNER's representatne during eonstrii are set forth in the Contract Documents and shall not be omt nded without ennui oonscnl of OWNER and LNGINI 1,R I, WA to Site 92 ENGINEER will make v isits to the site at imcrvals appropriaL, to the vinous stags of vonslruetion is ENOIN_ER deems necessary in order to observe is an espcncnced and qualified design processional the progress LJCDCGE FRALCONDI❑ONi19108(1990F,hlu"a wC1VOt FORN'01I N9MGDIIICAIICIN1,(RR' 1/2e001 that has been made and the quality of the various aspects of CON I RAC I OR's o\ecut,d Wort. Based on information obtained during such visits and observations RNGNELR will endeavor for the benefit of OWNER to determine, in gweral if the Work is proceeding in accordance with the Contract Documents ENGINEER will not be required to make exhaustive or continuous on - site Inspections to check the quality or quantity of the Work FNGNFFR's efforts will be directed toward providing for OWNER a greater degree of cot>fdence that the completed Work will conform generally to the Contract Documents On the basis of such visits and on - site observations, ENGINEER will keep OWNER Informed of the progress of the Work and will endeavor to guard OWNER against defective Work FNGINEER's visits and on -site observations are subject to all the limitations on ENGINEPWs authority and responsibility set forth in paragraph 9 13 and particularly, but without limitation, during or as a result of FNGINEER's on -site visits or observations of CONIRACIOR's Work LNGNFER will not supervise, direct control or have authority over or be responsible lot CONTRACTOR'S means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs Incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or pei tounance of the Work project Representatn e 93 If OWNER and ENGINEER agree, ENGINEER will furnish a Rosidenl Project Represenm[ive to assist FNGN17I7R in providing more continuous observation of In, Work the responsibilities and authority and limitations thereon of any such Resident Project Reprcwntatne and assistants will be as provided in paragraphs93 and 913 and-m-the-Supplementary Conditions of theme General Conditions If OWNER designates another representative or agent to represent OWNER at the sue who is not ENGINEERS Consultant agent or employee the responsibilities and authority and lululahons thereon of such other person will be as pruvldW in the-Supplementtsry-6FxrclJliom pra<J� Ipi 93 931 The Reriownlhtrves ckahngs in riomrs pertauting to the on-sdc work "ill, in general- Ew with the ENrGNELR and CONTRACTOR But, the Ryttesentatna_will keep the OWNER propel adhisul about Such matteis The Rprecentauves dealings Stith subcontracwrs will onlo be through or with the full knowlcdge_md appwNal of the CONTRACT( )R 93 _ Dutiesds and Responsibilities Representatne ,,it] 93'-1 Sehedddu - Review the progress 19 schedule and other schedules prepared be the CONI RAC OR and consult with the ENG WEER concernma ,iLwptabihty- 9 3 22 Conferences and Moon¢ - Attend mwing with them CONTRACTOR such is preconSVuction conferences, progress meetings and other_3ob conferences and rerepnre and circulate copies of ninnies of mectings 9 3 2 3 1 orison 9 3 2 3 1 Serve as FNG INFER'S haiwn with CONIRACIOR working pnncipally through CON I RAC I OR'S superintendent to assist the CON I RAC OR in unlerspanding the Contract DowmenLs 9 3 2 3 2 Aswst in obtaining from OWNER additional details or information when n.gulrul, for proper c\ecution of the W ork 93�33 Advise the FNGINEDR and CONTRACTOR of the commencement of ,iny Work r.(uvmp a Shop Drawme or sample submission it the submission has not Ieen uppro%ed by the F.NGINF.ER 93 2 4 Review of Work Retection of Defective Work, Inspections and Tests - 9 3 2 4 1 Conduct on -site observations of the Work in progress to assist the FNCINFFR in cicternmmM that th, Work is prgetodlRg m accorckmc, with th, Contract Docgritents 9 3 2 4 3 kLornDi iN visiting inspectors r,pmscnong public or other agencies having uusdwtun Deer Ili, I4upect r i,ord the rewlts 01 Ihesi, oisp,ctlons and rcWit to the I;NUINI,ER 9 32 Inten retation of Contrgel Documents Rlxirt to ENGINEER When ,lanh,ahons Ind interpretations of the (.ontra,t Dmum,nts arc needed and Irammm to (CONIRA(.TOR dldrilication .md mturprUution of th, Contract Documents as Issued by the ENGINEER 93 2 o MOdifieation4 Consider and ,valuate CO\IRACIOR'S nugggesoom for I1CDDt,FN RAJ CONDlIluN 1910 e(1990Fibbm) 20 WC1F)OFiORI COI 1 p NSAIODICICAnONSiRty l/2000) niWification in Dmwmgs or Snecifleations and relxin these reunrimendatiom to FNGTNEI;R Accurat,ly transmit to CONTRACIOR decisions Issued by the 1,N(,INEER 9327 Rewrds 0 3 2 8 Reports 93281 Furnish ENGINEER periodic terAIIls as iectuued, of th, r ress of the Work mcl of the CONTRACTORS cimpltance with the progress schedule and schedule of shop Drawme and snm submittals 93282 Consult with FNGINEER in achance of schcduhng minor 1 s InSpeLtlonS or start of rmnonant phaws of the Work 932 83 Drail proposed Change Orders and Work Dueclnc Chances, obtaming pickup matenal trom the CONTRACTOR and recommend to EN(ANLER Change Orders. Work Ducetive Changes and held orders 9 3 2 8 4 Report nimedieteh to } NOlbr&hR and OWNER the o dun- n,e of am auidlcnt 9329 Rivment Reclucsts Review applications tor ,}mwll with C_ VNl RA(,TOR for uomphanuc with di., estibb+hut pme,durn lot their submission and forward with rucomnwndanon to ,NGINELI2 noting partuulift the relationship of the j_raVment requested to the schedule of values work completed and matcnals and eyworitent delivered at the site but not incorporated in the Work 93210 Coat pletion 932101 Before MGNEFl2 Issues a Certificate of Substanlial Completion, submit to CONIRACTOR a list of observed items recturrma correction or completion 932102 Conduct final mapeclron in the eomlanv of the ENGNUR, OWNER and CONTRACIOR and preirate a final list of items to be corrected or completed 932103 Observe that all itemms on the Final list have been corrected or completed and make recommendations to ENGINEER concerning acceptance 933 Lunmation of Authority The Representative shall not 9 13 1 Authorize any deviations from the Contract Documents or accent an} substitute materials or equim[_tead, unless author wed by the FNGINF,FR 9332 Eec,ed Imitations of ENGINEERS authority, as set forth in to Contract Documents 9 3 3 3 Undertake any of the resoonsibilitms of to CONTRACTOR. SlmbcanlPaetarl or (.ONTRACI OR'S superintendent 9334 Advise on or mug, directions rdlitive toter assunm control over any risneet of the nmc.ms methods, techmqus sequcncs or procedures lot construction unless such is spcau ically called for in the Contract Documents 9 3 3 S Advis, on or issue directions re•�,rrdmg or assume control over sd,ty precautions and oerams in connections with to Work 9 3 3 6 \ee,pl Shoo Drawuigs or sample submittals from anyone olh,r Than the CONTRACI OR 9337 Authorize OWNER to o,cupu th, Work in "halo or in part 9318 Participate m sp,ualiad_lwld or labwmtory tests or inspections conducted by others e¢ccpt as specifically authorized by the ENGINEER Clanfrcahont and Intepretanons 94 ENGINEER will issue with %,manable pionhptness such wntlin clgnhcations or ml,gmrn.latiom o1 th, FJCDCGFNFIiAI CONDITIONS 19104(19901 11111a0 , a CI'R Or rORT COLT INS W ODII ICATIONS IMI 120001 requirements of the Contract Documents (in the feral of Drawings or otherwise) as ENGINEER may determine necessary, which shall be conseaLi t wit the intent of and reasonably inferable from the Contract Documents Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR Il OWNER or CON[RACTOR believes that a written clarification or interpretation justifies an adju%macnt in the Contract Price or the Contract I Imes and the parties are unable to agree to the amount or "cut Ihercof, if any, OWNER or CONTRACTOR may make a written drum therefor as prat ided in Article I I or Article 12 4uthorrerd Panatmns in lVork 95 ENGINEER ntay authorize turner variations in the Work from the requirements of the Contract Documents which do not msohe an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as ❑ Functioning whole as indicated by the Contract Documents These may I- accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly If OWNER or CONTRACTOR believes that a Field Order jusnfms an adjustment in the Contract Price or to Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or CON I RAC I OR may make a written claim therefor as provided in Ahticle I I or 12 Rejecting Defective Nark 96 ENGINEER will have authority to dis.Tpprow or relc,t Wort, which ENGINEER lxTmves to b, defectne, or that ENGfNFFR believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents ENGINEER will also have authority to require special inspection or testing of the Rork as provided in paragraph 13 9 whether or not the W ork is fabricated, msmlled or completed Shop Drawings, Change Ordei s and Payinents 97 In connection with EN ANEER's authority as to Shop Drawings and Samples, sec paragraphs 6 24 through 6 28 IncIIISwe 98 In connectun with ENGNEER's authority as to Chang, Orders sec MILles 10 11 and 12 99 In c,orm,ction with ENGINEER's authority as to Applications for Payment sea Articl, 14 Deternunationt for Unat Pncec 910 ENGINEER will duennme lh, actual ruanutics and chtxdicauons of Una Pnc, Work pcifomted by CONIRAC'IOR CN,3NLER will rcvi,w with CONI l2ACTOR th, ENGINEER', p dullinary ducrinmal ions on such nhaucrs before rendering a written ckasion Ih,reon (by rocommtndation of in Application for Payment or otherwise) ENGINEER's written decision thereon %till be final and binding upon OWNER and CONTRACTOR, unless, within ten days after the dlau, of any such decision, either OWNER or CONIRA(.IOR delivers to the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and (I) an appeal from ENOINFER's decision is taken within the time limits and in accordance with IhL procedures set forth in EJvibu GC -A "Dispute Resolution Agreement', entered into between OWNER and CONI RACTOR pursuant to Article 16 or (it) it no such Dispute Resolution Agreement has been entered into, a formal proceeding is Instituted by Ore appealing party in a forum of competent junsdlLtuxi to exercise such rights or remedies as the appealing party may have with respect to INGIN1'ER's decision unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the procedures of par agraph 9 11 Decisionv on Disputes 911 ENGINEER will be the initial ntcrpreter at the requirements of the Contract Documents and judge of the acceptability of the Work thereunder Claims, disputes and other matters relating to the acceptability of the Work or the mterpierahon of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and chums under Articles I I and 12 in respect of changes in the Contract Price or Contract I rates will be referred initially to ENGINEER In wiling vuth a request for a formal decision in accordance with this paragraph Wnitcn notid,L of ich such claim disputc, or other matter will be delivered by the claunant to PNGINFFR and the other party to the 4greement promptly (but in no event later dim thirty clays) atILr the start of the occurrence or event giving rise thereto, and written supporting data will bit; submitted to ENGINEER and the over party within sixty days after the start of such occurrenec or event unless ENC1hNFER allows an aJdihonal periocl of time for the submission of additional or ion, accurate (Lit a in support Of such claim clisputc or other matter The opposing part) shall submit any response to ENGINEER and the claimant within thirty drys aliLr receipt of Inc darmant's last submittal (unless ENGINEER allows additional time) ENGINEER will render a formal decision In writing within thirty Jays after rrtcclpt of the opposing party's submittal if any in accordance with this paragraph ENGIN LLR's written decision on such claim dispute or other matter will Is- final and binding upon OWNER and CONTRACT OR unless (I) an appeal front LNGINLER's clLcision Is taken withm the time limits .Ind in accordance with the procedures set forth in ENHIBII GC -A- "Dispute Resolution Agic-mLin' Lnttred min lx.twecitOWNER Ind CONTRACTOR pursuant to Article 16 or (u) it no such Dispute Resolution AgrLdment has been entered into a written notice of mutton to appeal from ENGINEFR's written citcrsion is delivered by OWNER or COe4T RACTOR to the other and to ENGINEER withIn thine Jays afftr the date of such decision and a formal proaeJing a instituted by IhL ippe ling party in i totunt of contpitemt jurisdiction to cxtrcase such rights or rem eclies as the appaling part) may, hav% del ah respccl to such Uuni dispute or other matter in accodance with applicable I aws and Regulations within sish di}s of the ditt of such FicDC bi NT RN CONDI ❑oms 19 to C O990 Edawul 22 a/C11Y01 I URl Cut I INSNI6DIrICATICNS(RCPaR000) decision, unless othem Ise agreed in writing by OWNER and CON RACTOR 9 12 When funchonng as interpreter and judge under paragraphs 910 and 911, LNGINTEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any Interpolation or decision rendered in good faith in such capacity The rendenng of a decision by ENG INFER pursuant to paragraphs 9 10 or 911 with respect to any such dawn dispute or other matter (except any which hav e been waived by the making or acceptance of final payment as provided in paragraph 1415) will be a condition precedent to any exercise by OWNER or CONI RACI OR of such rights or remedies as either may othen%ise have under the Contract Documents or by Laws or Regulations in respect of any such claun, dispute or other matter-pursunnt to-Anrek-lti 913 Landations on F_VCI,\TER'% 4uthonty and Re%ponvebihhes 9 13 1 Neither FNGINEER's authority or responsibility under this Article 9 or under any other prom ision of the Contract Documents nor any decision made by ENGINEER in good faith either to esercrse or not exercise such authority or responsibiht) or the undertaking, exercise or pertormance of any author ivy or responsibility by ENGINEER shall create, impose or give rise to any duty owed by PNGINI,PR to CONTRACTOR, any Subcontractor any Supplier, any other person or organization or to any surcry for or LmployLL or agent of any of them 9 13 2 ENGINEER will not supervise direct control or have authority over or be responsible for CONTRACTOR's means methoiis, techniques, sequences or procedures Of construction or the safety precautions and programs incident thcrdo or for any tailmrL of CONTRACTOR to comply with I nos and Regulations applicable to the furnishing or pertonnance of the Work FNGINECR will not be responsible for CONTRA( I OR's his lure w 1xrtomi or furnish the Work in accordance with the Contract Documents 9 13 3 ENGINEER will not be responsiblL for the acts or omissions of CONrRACTOR or of am Subcontractor any Supplier, or of any other person or organization prlormmg or famishing any of thL Work 9 13 4 ENGINEER's ref cow of the limit Application for Paynnnl and aecompmyurg JOcumentation and all nmwLn ncc and operating Instructions sdhedulcs guarantees Bonds and certificates of mspecuon tests and approvals and other docum�mation reyuncd to be delnered by paagraph 141 will Only be to determine genemlh that their content complies %uth the regmrcnmtnts of and in tht caw of cenniunes of mspwtions, tests Ind aplaoMs that the teaOls certified Indicate compliance with the Contract Docunw.nts 9 13 5 1 hL limitations upon authority and responsibility set forth in this paragraph 9 13 shall also apply to ENGINFFR's Consultants, Resident Project Repreantatne and assistants ARTICLE 10—CILIINGES LN THE IN ORIC 101 Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work Such additions, deletions or revisions will he aulhon>ed by a W ntten Amendment, a Change Order, or a Woik Change DIle,twe Upon receipt of any such document, CONTRACT012 shall promptly proceed with the Rork involved which will be perforated under the applicable conditions of the Contract Documents (except as otherwise Specifically prof ided) 102 If OWATER and CONTRACTOR arc unable to agiee as to the ex4ent, it any of an adjustment in the Contract Price or an adjustment of the Contract Tunes that should be allowed is it result of a Work Change Directive a claim may be made therefor as provided of Article I I or Article 12 IO3 CWNTRAU OR shall not be entitled to an increase in the Contract Price or an extension of the Contract I imas with Inspect to any Work pciformed that is not required by the Contract Dowments as amended, modified and suppkmentcd as pro%ided in paragraphs 3 5 and 3 6 except in the case of an emergency as provided in paragraph 6 23 or in the case of =cOVermg Work as provided in paragraph 13 9 104 OWNER and CONTRACTOR shall ceccutc appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering 104 1 changes in the Wad, which are (I) ordered by OWNER pursuant to paragraph 10 1 (u) required beams, of acceptance of dejechve Worl, under paragraph 13 13 or correcting ckjec(ive Work under paragraph 13 14, or (m) agreed to by the panics, 1042 changes in the Contract Price or Contract Times wluch are agreeel to by the parhes and 1043 changes In the Contract Price or Contract Tama which embah the substance of any written deusion rend,rcd by ENGINEER pursuant to paragraph 9 11 providul that In lieu of exwuting any such Change Order an appeal may be lak,n from any such decision in accordance with the provisions of the Contract DauinenGs and applicable Laws and Regulations but during any such appal CONTRACTOR shall carry on th, Work and adhere to the progress sch,dde as proviikd m Paragraph o 29 105 It notice of any change atlectmg the general scope of the Work or the pioiw siorn of th, Contract Do,um,nLs PJCDC GENERAL CONDITIONS 1910 5 (1990 WWI) x, CITY 01 I ORT COI I INS NIODII ICAT] ONS (RI'b a 2000) (including, but not limited to Contract Price or Contract I Imes) is required by the provisions of any Bond to be given to a surely, the giving of any such noticc will be CONTRACTOR s responsibility, and the amount of each applicable Bond will be adjusted accordingly AR 1C LE II —CI TANG E OF CON I RACT PRI CE 11 1 9 he Contact Price constitutes the total compensation (subject to authonvad adjustments) payable to CON I RAC OR for performing the Work All duties, responsibilities and obligations assigned to or undertak,n by CONTRACTORsh ll be at COVTRACTOR's,elms, without change in the Contract Price 11 2 the Contract Price may only bi, chaugul by a Change Order or by a Witten Amendment Any clams for an adjustment in the Contract Price shall be based on written nonce delnorcd by the Party making the claim to the Other Dirty and to ENGINEER promptly (but in no ,vent later than tarty days) after the start of the OcIU ',nee or event giving use to the claim and hlatmg thu general nature of the claim Notice of the amount at the claim with supporting dam shall be delivered within svay days alter tit start 4 such occurrence or event (unkhs ENGINEER allows additional time for ch mmara to submit additional or more aLCOrile Jata in support of Ih, claun) and shape b, cn,Wlnpantul by claimant's written slatcment that the adjustment claimed covers all known amounts to which the claimant Is cntul,cl as a asult of said iacurrcnw or cv%m All claims for adlustmcnl in lhu Contract Price shall be detennm,d by LNGINEER in accordanc, with paragmph9ll if OWNER and CONTRACTOR canna otherwmc agree on the amount mvoh al No c.lauu for an adjustment in the COnraot Pric, wi 11 b, valid it not submitted in accordance w ah this paragraph I 1 ^_ 11 3 [he value of am Work uwer-1 by a Change Order or of any ,lama for an adjustment in the Contract Price will be 1,1,imin,J as follows 11 3 1 white the \\ork invoked is covered by unit pri,s .,on4uned in th, cbntrw( I)owm,nts by application of such unit poles to the quantities of the items mVOh Ld (subject to thi provisions of ^_3 paragraphs 1 I g 1 through 11 9 3, inclusive) 11 32 whr,rc the Work involved is not covered by unit prices contained in the Contract Doeumentc, by a mutually agreed payment bests including Itmmp sum (which may mcludc an allowance for overhead and profit not necessarily in aCCOIChnee with paragraph 1162), 1133 where tht Work msolved I% not coseyed by unit prices contained in the Comma Documents and agreement to a lump sum is not reached under paragraph 1 13 2, on the basis of the Cost of the Work (determined as provided in paragraphs 11 4 and 11 5) plus a CON I RAC I OR'% fee for overhead and protit (determined as provided in jztmgraph 11 6) Co sr of the 4Vorh 11 4 1 he Ionia Cost of the Work means the sum of all costs necessarily mcurn.d and paid by CONI RACTOR in the propel performance of the Work FNcept as othemme may be agreed to in writing by OWNER, such costs shall be In amounts no higher than those prevailing in the locality of the Project, shall include only the following items and hall not Include any of the costs itemized in paragraph 11 5 1141 Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under sohedulcs of job olnsslficahons agreed upon by OWNER and CONTRACTOR Such employees shall include without limitation superintendents, foremen and other personnel employul lull -time at the site Payroll costs for employees not employed full-time an the Work shall bs, apportioned on the basis of their tmi t spent on the Work Pavroll costs shall molude,rbuHta be Imtncd to, salaries and wages plus the cost of tinge buttehts sshich shall m6lmde social security contrlbutioms, unemployment eeelse and payroll taste, workerd compensation health and -retirement benehts,-bonuses siek let s e-vaeatten-aril-hoFidlay-pay applicable Ihertio the csperises of po,rfonnmg Work after regular working hours, on Saturday, Sundry or Icgal holldLiy s, shill b; meludlul in the above to the estenl authorized by O WNFR 11 42 Cost of ill matcnals and equipment hlrmshod and muirporalud In Inc, Work mcludmg vests of transportation and storage thereof and Supphcrs' field survwcs rcqulrecl in umncenon Ihcrdwah All cash discounts shill accrue to (.ONIRA(.IOR unless OWNER deposits funds with CONTRACTOR with which to maku payments in which case the cash dlseoums shall accrue to OWNER All trade discounts, rebates and refuntlS and returns from sale of surplus matcnals and cqulpnwnt shall accrue to OWNER- and CONT RACI OR shall maku provisions sit that they may be obtained 1143 Payments made by CONTR%CTOR to the SUIXOntrieRlts [or Work jallairned or futmshud by Subcontractors If rtgmred by OWNFR FJCDCGFTFRM CO[.DMONS191a Q11990F.hno10 24 .v/ U YY OI 10111 Ui1 I IM AIODII [ AI TONS IRI V t/20001 CON] RACI OR shall obtain conmpeta ve bids from Subcontractors acceptable to OWNER and CONIRACTOR and shrill dLIIVtr such bids to OWNER who "Ill then determine, with the advice of LNGINTLHR which bids If any will be accepted If an) subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a tee the Sulxontraetot's Cost of the Work and fee shall be determined in the same manner as CONS RACI OR'% Cost of the Work and fee as provided in paragraphs 114 115 116 and 11 7 All subcontract% shall be subject to die other provisions of the Contract Documents insofar as applicable 1144 Costs of special consultants (Including but not limited to engineers, architect% testing laboratories surveyors, attorneys and accountants) employed for services specifically related to the Work 11 4 5 Supplemental costs Including the following 11451 the proportion of necessary Transportation, travel and subsistence espenses of CONTRACTOR's employees Incurred in discharge 01 duties connected with the IN ork 1 1 4 5 2 Cost, including transportation and maintenance of all materials, supplies, equipment machinery, appliances, office and temporary facilhics at the silt and hind tools not ow ncd bs the workers, which are consumed In the performance of the Work, and cost less market salue of such ihmrs used but not consumed which remain the property of CON1 RACTOR 11453 Rentals of all construction equipment and machnesv and the pate thereof whether rented from CONTRACTOR or others in accordance ssith rtntal agreements approved b% OWNFR with the ads Ice of 13NG1NFFR and the costs of Vansp ortation loading unloading, ' installation, dismantling and removal thereof -all in accordance with temm of said rental agretments The rental of any such equipment machmcry or puts shall cease whin the use theroot is no longue newasary for the Work 114 54 Sales, comunmr usu or similar lases related to the Work and for which CONTRAC TOR its liable, imposed by L aws and Rugulauons 11 4 5 5 Deposits lost for causes other than negligence of C,ONIRACIOR any Subcontractor or anvonc drrualy or mducdll employed by any of them or tot whose acts any of them may be liable and rovally plycntnts and fees for perants and bcunscs 11456 Losses and damages (and related ,,pens,,) mlusul by ill Image to the Work not compen,atcd by insuranu or otherwise sust Imed b CON7 RACfOR in oonnttion ssnh the pertormanLe and furnishing of the Work (except lose s and daniag,s wit}nn tare deducible amounts of property insurance established be OWNER in accordance with paragraph 5 9) provided they have resulted from Causes other than thL neghgencL of CONTRACTOR. any Subcontractor or anyone directly or indirectly employed by any of therm or for whose acts any of them may be liable Such losses shall include settlements made with the written consent and approval of OWNER No such losses, damags and expenses shall be included in the Cost of the Work far thL putpose of determining CON rRAC I OR's fee If, however, any such loss or damage requires reconstruction and CONTRACIOR IS pieced In Lharge thereof; CONTRACTOR skill he paid for services a fee proportionate to that stated in paragraph 11 62 114 57 1 he cost of utilities, fuel and sanitary facilities at the site 11 4 S S Minor expenses such as telegrams, long distance telephone Gills, telephone service at the site, expressage and similar petty cash items in connection with the Work 114 S 9 Cost of premiums for additional Bonds and uusurmwe required because of changes In the Work 115 The [LOU Cost of the Work shall not inLluxlc may of the following 1151 Pavroll costs and other LompLnsauon of CONrRACTOR's officers executives, principals (of partnership and sole proprietorships), general managers engineers arc[utLLts, Lstimmors, attorneys, auditors a"ountants, purchasing and contracting agents Lvpediters trmckeCpLrs CILAS and other personnel enlployeLI by CONTRACTOR whether at the Site or in CONTRACTOR'% principal or a branch office for general admuustniuon o1 thL Work anti not speWfiLally included in the agreed upon schedule of lob CIUSIfILAtlons refenLd to in paragraph 114 t or specifically covered by paragraph 1144—all of Which are to be Considered aLLtunistrative acts cou ered by the CONTRACTOR's 1LL 1152 Lxpenses of CON'TRAC fOR's principal and branch ofL s other than CONIRACTOR's otliee at the site 11 5 3 Any part of CONTRACTOR'S capital expenses mLluding interest on CONIRACIOR'S capital umplov,d for the Work and chargLs against CON I RA(A bk for delinquent payments Il 54 Cost of piernuims for all Bond, and for all msiiano, whether nr not CONTRACIOR is required by the Contract Dmunients to purchase and maintain the same (L%Lept for the Lost at prLiilmms covered by subparagraph 11 459 above) 11(DC OrNFRAi CONDITIONS 19109 19901 dill,") x/CITY OI FORT COLI INS MODIFICA PONS (RPI 10000) 11 5 5 Costs due to the negligenLe of CONTRACTOR, any Subcontractor, or anyone dr cUly or indirectly employed by any of them or for whose ads any of them nmy be liable, including but not Itmnul to the correction of defechve Work, disposal of materials or Lquipmem wrongly supplRd and making good any damage to property 11 56 Other overhead or general expense costs of any kind and the LoSts of any item not Specifically and c\pressly included in paragraph 11 4 116 1 he CON I RAC I OR's fee allowed to CONTRACTOR for overhead and profit shall be determined as follows 11 6 1 a mutually acceptable fixed fee, or 11 6 ^_ if a fixed tee is not agreed upon then a fee based on the following perLentages of the uanous portions of the Cost of th, Work 11621 for costs incun ed under ranigraphs 11 41 and 1142 the CONTRACTOR's lee shall be fifteen percent 1 1 6 2 2 for costs incurred under paragraph 11 43 the CON FRAC rOR's fee shall be to e percent 11623 where one or mom, tiem of subGORUTdLts are on thL basis of Cost of the Work plus a fee and no fixed tee is agreed upon, the intent of paragraphs It 4 1 11 4 2 114 3 and 11 6 2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, Will Ise paid a fee of fiftLen pemLnt of the costs meurred by such Subcontractor under paragraphs 11 4 1 and 11 4 2 and that any higher tier Subcontractor and CONTRACTOR will Lach bL paid a fcc-ot-hveyercenbot-the amount -paid -to the to be ne otmted in r OOLI faith with the OWNP.R but not to Lira d five percent of the amount paid to the next lower tier SiAxonlraetor 11624 no fee shall be payable on the basis Of costs Ami xd under paragraphs 11 44 11 4 5 and 11 5 11625 the amount at Lredit to be allowed by CONTRACTOR to OWNER for any change Which results in a not decrease in Lost will be the amount of the actual net ckcreaSL In cost plus a &&Ltion in CONrRACIOR's fee be an amount equal to Gu L I,Lr.ent of such Oct decrease and 11626 when both addiuorn and crLdits arL involved in Am one changL the aLlluahnLm in COi\Tl I2 AC OR's lee shill be computed on One basis of the net Lhinne ua ALLordance with pi ,gr i1ph%11621 through 11025 mLlusrve 117 Rhem,ver the Lost of anv Work Is to hL 2S Soapstone Prairie Natural Area Project Special Provisions REVISION OF SECTION 607 FENCES Augu cl 2007 Section 607 of the Standard Specifications is hereby revised for this project as follows Subsection 607 02 is hereby revised to including the following Barbed Wire fence shall be four strands barbed wue with all metal tee or wood post at every fourth post, as directed by the Engineer Wire gate shall be consider as fence and will be measured for as linear foot of fence installed and accepted Tempoi ary fence shall be three stand barbed wire (evenly spaced) with metal tee posts Temporary fence (special) shall be single strand smooth 15'/z gauge wire with metal tee posts spaced every 50 feet The wire shall be placed a minimum of 30 inches above the existing ground Plastic orange flagging shall be tied to the smooth wire in between every metal tee post spaced at 25 feet Plastic orange Flagging will not be measured and paid for separately Subsection 607 03 is hereby revised to including the following Two galvanized metal stay are required between posts foi Barbed Wire fence and Temporary fence Subsection 607 05 shall include the following Payment will he made under Pay Item Pay Unit Fence Baibed Wire Linear Foot Fence Tempoi ary Lmeai Foot Fence Temporary (Special) Lmeai Foot Payment for Fence Temporary and Fence Temporary (Special) shall be full compensation foi furnishing, erecting, maintaining, removing and disposing of all materials iequned Fence Tempoiary and Fence Temporary (Special) shall iemam the piopetty of the Contractor determined pursuant to paragraphs Il 4 and II 5, CONIRACIOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to IaNGINHER an Itemized cost breakdown together with supporting data Cash 411owances 11 8 It is understood that CON I RAC OR has mclucled in the Contract Price all allowances tit named in the Contract Documents and shall cruse the Work so coveted to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACI OR agreesthat 1181 the allowances include the cost to CON I RA(, I OR (less any applicable trade discounts) of materials and equipment required by the allowances to be deliverccl at the site and all applicable taxes and 1182 CONTRAC rOR's costs for unloading and handling on the site, labor Installation casts, overhead, profit and other expenses contemplated for the allowances have been included m din Confiner Price and not In the allowances and no demand for additional payment on account of any of the foregoing will N t abd Prior to final pay nient, an appiopnate Change Order will he issued as recommended by PNGEQEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shill be correspondingly adjusted 119 Unit Price NIwA 11 9 1 Where the Contract DO,naenls provide, that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to Include for oil Unit Price Wore ,n amount equal to the sum of till mailli shed unit prices for each separately identified item of Unit Price Work times the estimated quantity Of Lash item as mclicalud In the Agr cment ThC estunated quantities of vitas of Unit Price Work are not guaranteed ind arc soltjy for the purpose of epmp<anson of Bids and detemmung an initial Contract Price Determinations of th, actual quantities and cldmiti,atrons of Unit Price Work performed by CONTRACTOR will b, mad, by ENGINBER in accordanw with paragraph 9 10 11 92 Each unit price will be decried to include an amount considered by (ON t RA(,I OR tci N. adequate to doter CONTRACTOR's overhead and profit tar each s,parmuly identified stun 1193 OWNEt2 or CONI RAC I OR may male a claim for an adjustment In the Contract Prise tit accordan,e with Article I 1 it 1193 1 till quantity of dray item of Umt Price Work pcdomwd bf, CONTRACTOR daRrs materially and slgnihcenily from the estimated quantity of such Ittm indicated in Iht 4grutnicnl MCDCrn-NCRAi CONDm ONS191a8(1990h0arnp 26 n/CI1ti Of IORILOi IINSMODICICiltO nsaan /anon and 11932 there is no corresponding adjustment with respect to any other item of Work, and 11933 if (ONTRACTnR behests that CON I RACI OR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER beheses that OWNER is entitled to a decrease in Contract Price and the parties ate unable to agree as to the amount of any such increase or decrease 11934 CONTRACTOR acknowledges that the OWNER has the naht to add or delete items in the Bid or chance quantities at OWNER'S Sale chscretion without affecting the (,ontmct Price of any remaining item so lone as the deletion or addition does not exceed twenty -live percent of the oriamal total Contract Price ARIICLh 12--CIlANGE0FC0NPI(1CT IINFE,S 12 1 The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment Any claim for an adjustment of the Contract I comes (or Milestones) shall be hosed on written notice delivered by the party making th, claim to the other party and to ENGINEER promptly (but in no uvurt later dram thirty days) after the occurrecc of the cocnt giving rise to the claim and stating the general nature of thu darn Notice of the c\l,nt of the clams with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows adchtional tune to ascertain mot, accurate data in support of th, clams) and shall be accompamed by the claunant's wvtten statement that the adjusmt,nt clauned is the enure adjustment to which the claimant has reason to believe it Is entitled as a result of the occurrence of said event All elmms for adjustment in Lhc Contract Tunes (or VfllLstonLs) shall be cletennmtd by ENGINEER m accordance with paragraph 911 if OWNER and CONTRACTOR cannot otherwise agrc, No claim for an adjushnenl in th, Contract Tames (or Milestors) will be valid it not submitted in accordance with the mquirsirf of this paragraph 12 1 I''_ All taw halt, staled in the Contract DU,Um,ntb are of the essence of the Agrecmu4 123 Wher, CONIRACt OR is prcventcd from compleWg any part of the Work within the Contract I un,s (or Nuletoncs) due to delay beyond the control at CONTRACTOR the Contract Tml,s tar Milestones) will be estended in an amount equal to time lost due to such delay it a claim is made therefor as provided in Paragraph 121 Delays b,}ond ih, control of CONIRACI OR shall mcludr, but not be limited to acts or neglect by OWNER acts or negluA of utility owners or other contractors perlonamg other work as wnlenopinled by AuILIL 7 Gles floixls Cpidernus dhnormdl weather wnehuons or acts of Gal Delays auributablc to and within the control of a 7uhcontractor or Supplier shall be de,med to be delays within the control of(. ON I RAC FOR 124 Where CONTRACTOR Is prevented from completing any part of the Work within the Contract 1 Ines (or Milestones) due to delay beyond the control of both OWNhR and CON FRACTOR, an extension of the Contract Tunes (or Milestones) in an amount equal to the time lost due to such delay shall be CON I RAC7 OR's sole and exclusive remedy for such delay In no event shall OWNER be liable to CONTRACTOR, any Subcontractor any supplier, any other person or organization, or to any surety for ar employee or agent of any of them for damages wising out of or resulting from Q) delays caused by or within the control of the CONTRACTOR, or O delays beyond the control of both patties Inc hiding, but not limited to, fires floods, eptdemres, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other wort. as contemplated he Article 7 4R I ICLF 13--1 FSTS AND INSPLC HONS, CORRECTION, REA1OVAL OR ACCEPTANCE OF DF_FECTI FE WORK 13 1 NOhce of Defec6S prompt notice of all defective Work of which OWNER or ENGfNFER have actual knowledge will be given to CONTRACTOR All defective Work may be rejected corrected or r.cepted as provided in this atrticle 13 Access rb Work 132 OWNER, ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, mcicpendent testing laboratories and govermnental agencies with lunsdmtional interests will have, access to the Work at reasonable —Imes for then observation inspecting and lasting CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR', site satcty procedures and programs so that they may comply dr rewith as applicable I esiv crud Liepethnns 133 C.ONIRACIOR shall give ENG1NEhR turok neucc of readiness of the Work for all required inspections tests or approvals and shall cooperate with inspearon and Tiling personnel to Iacrhlar, required uupcctions or tests L 4 OWNER shall employ and pay for the services of Lin urckpandcnt testing laboratory to perform all inspections tests, or approvals requned by the Contract Documents c\cept 13 4 1 for inslxcuons tests or approval, covered bf p iraeraph 13 5 helow 1142 that cast, mmrned in connection vv th tests or inspections conduciocl pursuant to Paragraph 139 I1CDCGrN 114 (.oNUTI )M 19108(/990 Wren) m CITV Or I OKI COI I INS MGIATICATIONSiRI-V 12000) below shall be paid as provided in said paragraph 13 9 and 1343 as otherwise specifically provided in the Contract Documents 135 It I awe or Regulations of any public body having jurisdiction require any Work (or part the cop specifically to be inspected, tested or approved by an employee or other representative of such public body CONTRACTOR shall assume full responsibility for arranging and obtaming such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the requited certificates of inspection or approval CONIRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNER's and FNGINFER's acceptance of Killer ials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval pnor to CONTRACTOR's purchase thereof for incorporation in the Work 136 It any Work (or the work of others) that is to be inspected tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER it must it requested by ENGINEER be uncovered for observation 137 Uncov enng Work as provided in paragraph 13 6 shall be at CONTRACTOR's expense unless CONTRACI OR has grew ENGINEER timely notice of CONTRACT OR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice Uncm,enng Work 13 8 It any Wort. Is covered contrzry to the wutten request of ENGINEER it must, rf requested by ENGINEER be uncovered for ENGINEER's observation and replaced at CONTRACT OR's e\pence 139 It ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGINEER, request shall uncover espcse or otherwise made availabk for obx.rvation Inspection or testing as ENGINEER may require that portion of the Work in qucsnon, tunnshmg all nvcassy labor material and equrpment It R is found that such Work a defective CONTRACTOR shall pay all charms costs losses and clamagets caused by ansing out of or resulting from such uncovering esposure observation mspceton and testing and of satistactory replacement or reconstruction rri but not limited to ill costs of repair or replacement of work of others) and OWNER shall be entitled to an appropriate decrease in the Contract Price and it the parties are wrible to agree as to the amount thereof may make a claim therefor a, piovidod in Article I I If however such Work is not tound to bo rkJactn e, CONTRACTOR shall bo allow ul in in,-i,e in the Contract Pnoe or an extension of the, Contract I imes (or Nululones) or both, directly attirbutabk to such 27 tincosenng, exposure observation inspection, testing, replacement and reconstruction, and if the lrartnes are unable to agice as to the amount or extant thereof CON1 RACTOR may make a claim theretor its provided in Articles I and 1 OWNER dlay Stop the Work 13 10 If the Work is defechve, or CONT RACTOR tads to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONrRAC1 OR um stop the Work, or any portion thereof, until the cause for such order has been eliminated, however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CON FRAC f OR or any surety or other pan\ L orreehon or Remocat ofllefeetn e Itrork 13 11 It requited by ENGMFR CONTRACTOR shall promptly, as directed, either coned all dejecave Work, whether or not tabncaved installed or completed, of if the Work has been ielected by ENGINEER, remoe e it from the site and replace it with Work that is not defechve CONTRACTOR shall pay all claims, costg losses and clanmages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others) 1312 Conechon Penod 13 12 1 It within one-year two year affir the date of Substantial Completion or such longer period of time as may be prescribect by Laws or Regulations or by the tents of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to It, defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNFR's written instructions (I) correct such ciefe.lne Work, or it it has lxen related by OWNER, remove it from the silt and replace it with Work them Is not defective and (n) satisfactorily (Direct or remov c and replace any ckunage to other Work or the work of others resulting therefrom It CONTRACTOR does not promptly comply with the trims of such instructions, or in an cmcrgcncy ehcrc delae would cause serious risk of loss or damage, OWNER m.g have the defeche e Work com.ctcd or the ryested Work removed and replaced, and all chums cents losses and damages caused by or resulting from rich removal and replacemcnt (including but not hmitcd to all costs of repair o1 reilacc`inont of work of others) will he land by CONTRA(- I OR 13 1' 2 In special wrcumstauCCS where a particular item of equipment is placed w continuous service before SuhsLmtial Completion A all the Work thi coreitron pulod for that item may start to run foot In earlier date it so provided in the 9peclfmaations or by Wnitcn Amendment 13 1^_ 3 Abhcxe defechve Work (and (Iunagc to odor �� HCDCOENFRAT CORDMOM 191e S1I990FdWonl x/ 0Ti OF I OR t COI I ITN MODIrt C m lulu, IRt F d ^-Onnl Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13 12 the correction penal hereunder with respect to such Work will be extended for an additional period of one-yeae two years titter such correUIOR or removal and replacement has been satisfactorily completed I cceptanee of Defechre IDork 13 13 If, instead of requiring conectton or removal and replacement of defechve Work OWNER (and prior to ENGINFER's recommendation of final payinent, also ENG1NbFR) prefers to accept it, OWNER may do so CON RACTOR shall pay all claims, costs, losses and damages attributable to OWNhR's evaluation of and determination to accept such defechve Wok (such costs to be approved by F NGiNFPR as to reasonableness) It any such acceptance occurs prior to hN GIM'FR's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof OWNER may make a clown therefor as prow ided in Article I If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER OIVNFR 31al Coneet Defective Work 13 14 If CONTRACTOR tads within a raasonmble time attcr written notice from ENGSNTETR to correct defechve Work or to remove and replace rejected Work as regtrtred bin ENGINEER In accordance with paragraph 13 11 a it CON TRACTOR tails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR furls to comply with any other provision of the Contract Documents, OWNER may, after seven clays written notae to CONTRACTOR correct and remedy any such deficiency In e\eremsing the rights and remedies under this paragraph OWNER shall proceed espeditiously In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or pan of the Work and suspend Ct 7NTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and mcorporalc in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRAUOR but which an, stored elscwhcre CONTRACTOR shall allow OWNER, OWNER's rcpresontanncs agents and employees, OWNER's other contractors and ENGINEER and ENGIN1,ER's Consultants acc ss to the site to unable OWNER to evarux fhe rights and remedies under tin paragraph All claims casts losses and damages meu ed or sit tined by OP IvH�k to cvei,xing such rights and remedies will be chelged against CON IRACI OR and a Change Order will bt issued incorporating the necessary rewmstons in the Contract Docunants with respect to the Work and OWNER shall be onlnted to an appropriate decrease in lho Conti mt Pau and I the parties ire ummMe to agree is to the amount thereof OWNER may make a clinic ihcrctor is provmdcd in Article 11 Such utmms, coasts losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, rem okal or replacement tit CONTRACI OR's c4efective Work CONTRACTOR shall not be allowed an extension of the Contract Times (or 1%blestones) because of any delay in psfuivance of the Work attributable to the exercise by O WNLR of OWNFR's I fights and remedies hereunder ARTICLF t4—PAYMENTS TO CONTRACTOR AND COMPLE ITOIN .Schedule of halues 141 The schedule of values established as acaided in paragraph 2 9 will serve as the basis for progress payments and will be incorporated into a form of 4pphcation for Payment acceptable to ENGINEER Progress payments on account of Umt Price Work will be based on the number of units completed Appheation fa Piogrevv Payment 142 At least twenty days betore the date established tnr each progress payment (but not more often than once a month) CONfRACI OR shall submit to LNGINI-FR for review an Application for Payment filled out and signed by CONTRACT OR covormg the Work completed as of the date of the Application and accompi ned by such supporting documentation is is iequtrecl by the (ommct Documents It payment is requested on the basis of materials and oquipluctrt not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice of other documentation warranting that OWNER has iccmved the nnatenals and equipment free and clear of all Liens and eN idence that the materials and equipment arc mvered by appropriate property insurance and other arrangements to protect OWNER's merest therein all of which will be satisfactory to OWNER the amount of retamage with respect to progress ptyments will be as stipulated in the -\greement Any funds that are withheld by the OWNER shall not be subred to substitution by the CON I RACTOR with securities or im, arrangemcnu mvolt trip an eurcwv or custodianship Bt cseeutmc� the auphamon foryavment form the CON IRACl OR expresso waives its right to the benehts of ( olorado Revised Statutes Satron _4-91-101 �t sect LUNTRACTOR's itiuranty of fide 14 3 CONI RAC I OR warrants and guarantees that title to all Work, materials and ogmpnient covdn,d by any Application for Payment whether mcorporited m the Project or not will pass to OWNLR no Inter than the time of payment Irce and clear of all Liens Revew al'Applicanone for Piogrens I'al anent 144 LNGINFER will wrthm ten ihys afica rtceipt of each Application for Pajanonl wther nrdwatc in writing a cj(0C4CNFRAI COMXr[')Dlst9108rt99aldrlmnl rW= Ot 1 OR I COI I INs VIOUIIICATIONS (RI F 12000) recommendation of pavment and present the Application to OWNER or return the Application to CON 1 RAC rOR indicating in writing ENGINEER's reasons for refusing to recommend payment In the latter case CONTRACI OR may make the necessary correctors and resubmit the Application Ten days after presentation of the Application for Payment to OWNER with FNGINEER's ecommendatiom the amount recommended will (subject to the provisions of the last sentence of paragraph 14 7) become clue and when clue will he paid by OWNER to CONTRACTOR 145 FNGINEER's recommendation of any payment requested in an Application for Payment will constitute a representeuon by ENGINEER to OWNLR based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on FNGf1\MER's review of the Application for Payment and the accompanying data and schedules, that to the best of PNGiNLLR'sknowccIge information and belief 14 s I the Work has progressed to the point indicated, 1452 the quality of the Wotk is geremlly in accordance with the Contract Documents (subject to an evaluation of the Work as a tunctiomng whole prior tour upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final dalemunation of quanhues and classifications for Unit Price Work under paragraph 9 10 and to any other qualifications stmLd in the recommendation) and 14 5 3 the conditions precedent to CONTRACTOR's being emitted to such payment appear to have been fulfilled insofar as it is ENGINEER'S responsibility to observe the Work Hower e5 by recommending any such payment ENGINEER will not thereby be deemed to hate represented that p) exhaustne or continuous on -site mspections have been made to check the quality or the quantity of the Work beyond the responsibnt¢ros spowlically assigscd to ENGINEER in the Contract Docmments or (it) that there may not be other matters or issues between the paiues that might entitle CONTRACTOR to be paid addmonmlly by OWNER or entitle OWNER to withhold paynwnt to CONTRACTOR 146 ENGINFER's recommondalron of any payment, including limit payment shall not man that ENGINEER is responsible for CON RACIOR's means methods techniques, sequences or procedures of construction or the safety precautions and progmnrs mc;id au thereto or for any failure of CONI RACTOR to comply with Laws and Regulations applicable to the Furnishing or perfornnance of Wort., or tot any fadme tit CONTRACTOR to lx.rtomt or turush Wort in acoordance with the Contract Documents 147 ENGINELR may refuse to n.wmmend ft whole or any part of any payment it in ENGINI I R's opinion, it would be in.,orreut to make the representations to ,9 OWNER referred to in paragraph 14 5 ENGINFFR may also refuse in recommend an} such payrnent, or, because of subsequently discovered evidence or the results of subsequent Inspections or tests, nullify any such payment previously rrconimended, to such extent as may be necessary in ENGNEER's opinion to protect OWNER from loss because 147 1 the Work is defective, or completed Work has been damaged requiring correction or replacement 1472 the Contract Price has been reduced by Written Amendment or Change Order, 1473 OWNER has been requned to correct defective Work or complete Work in accordance with Paragraph I 14, or 1474 ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15 2 1 through 15 2 4 inclusive OWNER may refuse to make payment of the frill amount reconimcnded by ENGINEER because 147 5 clamis have been made against OWNER on account of CONTRACTOR's perfoniiance or tunushing of the War k. 1476 Liens have been filed in connection with the Work, except where CONTRACI OR has delivered a specific Pond satisfactory to OWNER to secure the satisfaction and discharge of such Liens 1477 then, arc other items entitling OWNER to a set- off against the amount recommended, or 1478 OWNER has actual knowledge of the occurrence of anv of the ments enumerated in paragraphs 14 7 1 through 14 7 3 or paragraphs 15 2 1 tin ough 15 2 4 inclusive, but OWNER must glee CONTRACTOR rain,chate written notice (with o copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACT OR the amount so withheld or any adjustment thereto agreed to by OWNER and CONI RACT OR, when CONTRACTOR eorrcels to OWNER's stmstaction the reasons for such action Substantial Compleuon 148 When CON I RX-1 OR considers the entree Work ready for its mten&d use CONTRACTOR shrill nobly OWNLR and hNGINFLK in writing that the entire Work is substantially complete (escept for llems speerheally fisted by CON I RACI OR as mconlplete) and request that ENGINEER issue i certdwata of Substantial Completion Within I reasonable time thereafter OWNER CON I RACI OR and EN(,lNLER shall mike an inspection of the Work to determine the status of romplcuon It ENGINEER does not con,&r the Work s.bshnfall} complete FNGNEER will notify CONTRACTOR in writing giving the reasons therctor If ENGINEER FJCDC GRNNRAI CONDITIONS 191 OR(1990 1611a0 no set CITY Ur I OR I COLLINS MODIricAi IONS RrV IR0001 considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tenFitwe certificate of Substantial Completion which shall fix the date of Substantial Completion 1 here shall he attached to the certificate a tentative list of Items to be completed or corrected before final payment OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any proeismns of the certificate or attached list If after considering such objections ENGINEER concludes that the Work is not substantially complete FNGINEER will within fourteen days atter submission of the tentative certificate to OWNLR notify CONTRACIOR in writing, stating the reasons therefor If, after consideration of OWNER's objections, ENUINFFR considers the Work Substantially complete ENGINEER will within said fourteen clays execute and delnei to OWNER and CON RACfOR a definitive certificam of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety maintenance, heat, utilities msumnce and warranties and guarantees Unless OWNFR and CONTRACTOR agi ee otherwise in writing and so inform ENGINEER in writing prior to LNGNEER's issuing the defimtivo certificate of Substantial Completion, FNGINELR's aforesaid recommendation will be binding on OWNER and CONTRACT OR until final payment 149 OWNER shall leave the right to exclude CONTRACTOR from the Work alter the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable aouss to complete or conect items on the tentative list Partial Utilization 1410 Use by OWNER at OWNER's option of any substantially completed part of the Work which (I) has spcLI irally been identified in the Contract Documents, or (u)OWNER, LNGINEER and CONTRACTOR agree constituh's i separately fardiDmng and usable part of the Work that ran be used by OWNER for its intended puryosc without sigmhcant interlerence with CON IRACTORs performance of the rcmamda of the Work may be arconiplished prior to Substantial Completion of all the Work subject to the following 14 10 1 OWNER at any time may rtcluest CON I RAC FOR in writing to permit OWA'ER to use an} such Part of the Wort. which OWNER believes to be ready for its Intended use and substantially complete Il CONTRACI OR agrees that such part of the work is substantially complete CONTRACTOR will certify to OWNER miJ ENGLNLLR that such part of the Work n sub,tantifly complete and squeal 1_71g6INEER to rsluc a ceritlie it, of Substantial Compleuon for thin part of the Work CON I RAC I OR at any time may notify OWNER and FNG Fg13ER in writing that CON rRAC I OR considers any such part of the Wort, ready for Its intended use and substantially complete and request L'NGINELR to issue a certificate of Substantial Completion for tIran part of the Work Within a reasonable time after either such request, OWNER, CONTRACTOR and FNGIINTFR shall male an Inspection of that part of the Wortk to detennme Its status of completion If LNGINTFR does not consider that put of the Work to be suhstantudly complete, ENGINEER will notify OWNER and CONTRACI OR in writing giving the reasons therefor It ENGINLER considers that part of the Work to be substantially complete, the provisions of paragraphs 14 8 and 14 9 will apply with reslxct to i,ertiGcauon of Substantial Completion of that part of the W ork and the division of responsibility in respect thereof and access thereto 14 Ill 2 No occupancy or separate operation of part of the Work "ill be acoomplished prior to compliance with the requirements of pamgmph 5 15 in respect of property insurance Final Inspecaan 14 1 1 Upon written notice from CONTRACTOR that the entire Volk or an agreed portion thereof is complete, FNGINPER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all padaculais in which thus inspection rcaeals that the V.rak is incomplete a defaefiv CONTRACTOR Shall Immedmtely take such measures as arc necessary to complete sash work or remedy such dohcteneies Final flpphcation for PaVnient 1412 After CONTRACTOR has completed all such corections to the sat,taction of FNGiNFER and delivered in accordance with the Contract Documents all maintenance and operating instructions schedules guarantees Bonds, certificates or other esidence of auuraance required by paragraph 5 4, certificates of inspection, marIO-d-up record documents (as provided in paragraph6191 and other documents, CONTRACTOR may make application for find payment following the procedure for progress payments The fined Agptmatxon for Pavmunt shall be ducompanied (crept as pretaously delnFred) by n)all documentation called for in the Contract Documents including but not hmIled to thL es Idsnce of mulrance rufmred by subparagraph 5 4 13 (n) consent of the surety it any to final f aymcnt and (mlcomplete and legally cl7ulwe releases or waners (satisfactory to Olt NEB) of all Lam arising out of or tiled in connection with the Work In lieu of such releases or warren of hens and as approved by OWNER CON I RAC OR may tulmsh receipts o Ieleases in full and afhdavat of CUM Rat.rOR that (u the releases and reocipts include all labor sun wcs, material and equipment foj which a Iien could he bled and (IQall payrolls material and equipment bdls and other mdebiec'muss oonneetad tin nth the Nl ork for which OWNER ur OWNFRs paopedy might in any way be responsible hive been paad or olh,min satishcd II an} Subcontractor or Supplier tads I K DC GEMItAI CONDITIONS 191(18 (1990 Ldmom w UTY Or FOR] COLT INS N ODIPICA r1i M CRFV 1 R000) to furnish such a release or receipt In full, CON I RAC I OR may furnish a Band or other collateral satisfactory to OWNER to indummly OWNER against any Lien Releases or waivers ofIiens and the consent of the surett to finalize payment are to be submitted on lornis contorr mop to the format of the OWNER'S standard forms bound m the Project manual F iaal Payment andAceeptance 14 13 if on the basis of FNGINEER's observation of the Work during construction and final inspection, and FNGINPER's review of the final Application for Payment and accompanying documentation as required by the Contract Docrmtents, FNGINPPR is satisfied that the Work has been completed and CONrRACIOR's other obligations under the Contract Documents have been tulfilled, LNGINFFR will, within ten days after receipt of the final Application for Payment. indicate in writing FNGINLFR's iecommendation of payment and present the Application to OWNER for payment At the same tune ENGINEER will also give written notice to OWNER and CON IRACTOR that the Work is acceptable subject to the provisions of paragraph 14 15 Otherwise, RN INFER will return the Application to CONIRACTOR indleming in writing the reasons for refusing to recommend final payment, in which case CONTRACI OR shall make the necessary corrections and resubmit the Application T hirty clays after presentation to OWNER of the Application and accompanying documentation in appropriate tome .md substance and with ENGSNFER's recommendation and notice of RLAreptabthq the amount recommended by ENGTNFFR will become clue and will be paid by OWNER to CONTRACTOR subject to paragraph 1762 of these General Conditions 1414 It, through no fault of CONTRACTOR, final completion of the Work its significantly delayed and if ENGINEER so confirms, OWNER shall, upon recclpt of CONTRACTOR's final Application for Payment and lecommendaton of ENGINLFR and without terminating the Agreement make payment of the balance due for than portion of the Work fully completed and accepted It the remaining balance to he held by CAVNER for Work not fully completed or corroded is less than the retainage stapulattd in the ggreemerit, and it Bonds have been turmshod as required in paragraph + 1 the wnttun consent of the surcty to the payment of the balance due for that portion of the Work fully WalplutLd and icceptod shall be submitted by CONTRACIOR to FNGINEER with thL Application for such paymem Such payment shall be made under the terms and conditions gmemjng final payment ascent than it shall not constitute a waiver of claims Uanei ofC'latnn 14 15 T he making and uccpldnce of final payment w all Conslltato 14 L 1 a whir of all clams by OWNER against CONTRA(: ] OR, eecupt clamors arising fiwu unsetllcd Liens from aofe,hve Work appcarmg ater 31 final inspection pursuant to paragraph 14 11, from failure to comply with the Contract Documents or the terms of anv special guarantees specified therein, or from CON I RACI OR's continuing obligations under the Contract Documents and 14152 A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled ARTICLE IS --SUSPENSION Olt WORK AND IFRNUNAIION 0IVNE12Aiay Suspend lNorA 151 At any time and without cause OWNER may suspend the Wort, or any portion thereof for a period of not more than nmety days by notice in writing to CONTRACTOR and ENGINEER which will fie the date on which Work will be resumed CON RACTOR shall resume the Work on the date so fixed CONTRACTOR Shall be allowed an adjustment in the Contract Price or an extension of the Coniraot T rates or both, directly attributable to any such suspension it CONTRACTOR makes an approved clam therefor as provided in Articles 11 and I2 OWNER Alain Terminate 152 Upon the occurrence of any one or more of the following events I t 2 1 it CONTRACTOR persistently tails to perform the Work In aceordsmec with the Contract Documents (including, but not (muted to, failure to supply suf caent skilled wotkeLs or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 29 as adjusted from time to time pursuant to paragraph ti 6), 1522 if CONIRACTOR disregards Laws or Regulations of any pubic body Living jurisdiction, 15 2 3 if CONTRAC 1 OR disregards the authority of ENGINEER or 1524 if CON ILAC IOR othtnvisc vrolatcs in any wbstantial way any provtstcns of the Contrad Documents OWNER may after giving CONTRACTOR (and the surety, if any) seven days' written notice and to the est nt penned by Laws and Regulations terminate the scnacos of CON I R ACI OR, exclude CON I RAC I OR from the site and take possession of the WcxL and of ate CONTRACTOR's tools, appliances construction equipment and machinery at the site and use thr same fat fit full extent the} could he used by CONTRA(,IOR (without habilrty to CONIRACTOR for trespass or comersron) mc.orpduate in the Work all matenits ind equipment stored at the site or for whuh OWNER has paid LJCDCGFNr KAL CON-rJltIONSI n8 p090 Fduoin 3" W CITY OI I URI C01 I INS MoDIFIC HUNs (RFI 1,1000) CONTRACTOR but which are stored elsewhere and finish the Work as OWNER may deem expedient In such case CONTRACI OR shall not be entitled to receive any further payment until the Work is finished if the unpaid bilanoe of the Contract Price execeds all claims, costs losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be paid to CON I RACTOR If such claims, costs losses and damages exceed such unpaid balance CONIRACTOR shall pay the difference to OWNER Such claws costs, losses and damages mein red by O WNFR will be rev sewed by ENGLNFER as to then reasonableness and when so approved by ENGINEER incorporated ma Change Order pros idcd that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price tot the Work performed 153 Where CONI RACTOR's services have been so terminated by OWNER the termination will not afLct any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from habihty 154 Upon seven days' written notice to CONTRACTOR and FNGINFER, OW NFR may, without cause and without prejudice to any other right or remedy of OWNER, elect to tetmmate the Agreement In such case CONTRACTOR shall be paid (without duplication of any items) 154 1 for completed and acceptable Work executed In accordanec with the Contract Documents prior to the eftective date of termination, including fair and reasonable suns for overhead and profit on such Work, 15 42 for expanses sustained prior to the effective (Lite of termination in performing services and turmshmg labor, materials or equipment as required by the Contract Documents in connechon with unoompleled Work, plus fair and reasonable sums for overhead and profit on such expenses 1543 for all claims, costs losses and damages mounted in settlement of terminated contracts with Subcontmcor5 Supphors and othcn and Is 44 for reasonablc expenses darudly atlribulabto to terminal Ion (ON I RACI OR shall not he paid on account of loss of anticipand profits or revcnuc or other economic loss arising out of or resulting from such termination L0,V1114C701?Alat Stop Norkm lisnannte 15 5 It, through no act or taint of CONTRACTOR, the Work is suspended for a Ixitod of more than rrnety days by OWNER or under an order of court or other pubic authority or ENGINEER tails to act on any Application for Payment within thnty days after it is submitted or OWNER tails for thuty clays W pay CON 1RACTOR any sum finally determined to be due, then CONIRAC FOR may upon seven days' written notice to OWNER and ENGINEER and provided OWNER or ENGINrELR cto not rentedv such suspension of failure within that time terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 15 4 In lieu of terminating the Agreement and without prejudice to any other right or rrxnedy It ENGINFFR has failed to act on an Application for Pay men[ within thirty days after It Is submitted, or OWNFR has failed for thme clays to pay CONTRACTOR any suns fatally determined to be due CONTRACI OR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CON RACTOR including interest thereon fhe provisions of this paragraph U S are not intended to preclude CON IRAC I OR from ranking clams under Articles I I and 12 for an merease In Contract Price or Contract Times or otherwise for eepenses or damage directly attributable to CON7 RACTOR's stopping Work as Iscmutted by this paragraph AR rICLE 16--D1SYD 1 L RFSOLU 1 ION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, it any shall be as set forth in Ealubtt GC -A, "Dispute Resolution Agreement" to be attached hereto and made a part hereof It no such agreement on the method and procedure for resolving such chsputos has been reached and subject to the provisions of paragraphs 9 10, 911 and 912, OWNER and CONTRACTOR may eXurc1W such rights or remedies as either may othsrwrse has, under the Contract Documents or by Laws or Regulations in respect of any dispute ARIICLP 17—A1ISCFLLANPOIJS Gn ing Notice 17 1 Whenever any pro\i ion of the Contract Ducunients royumes the giving of nntten nolru, it will be deemed to have been validly given I I delis urcd in Peron to the individual of W a member of th,, Into or loan ofhccr of the eorporatton for what/ s is mtondcd oT It clehs Bred it or sent by registcrud or certified mail postage prepaid, to Iho bast business address known to the giver of the notice 172 Computrdion of I une 17 21 When any petiod of time is raterrod to in the Contract Documents b days it will b„ computed to eecbude the first and Include the last dsv of suoh period It the last div of ans such punod tally on s Siturdav or Sunday or on n day made a lcgal hohcti} Inc the law of the applicable lunseheuon wch div will be omdtcd from the computation 1 re DO GENERAL CONDI 1101sS 1910 S 1109111 dalcnp ni 07Y Of I OR] COI I INS NIOD❑ (CATIONS IRFV 1^_uuOl 17 2 2 A calendar clay of twenty -tour hours measured from midnight to the next midnight will constitute a day Notice of Claim 173 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 party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other Party within a reasonable time of the first observance of such injury a damage The provisions of this paragraph 17 3 shall not be construed as a substitute for of a waiver of die provisions of any applicable statute of limitations or repose Cumulative Remedurs 174 The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto and in particular but without limitation the warranties guarantees and obligations imposed upon CONTRACIOR by Fumgraphs 612 6 16,630,631,632 13 1 13 12, 13 14 14 3 and 15 2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to and are not to be construed In any way as a limitation of, any rights and remedies available to env or all of them which are otherwise Imposed or available by Laws or Regulations by special warranty or guarantee or by other Provisions of the Contract Documents, and the provisions of this paragraph will be as effe,tIlL as it rnpcated specifically in the Contract Docwnents In connuction is ith each part icular duly obligation, right and remedy to which they apply Projemional Fees and Court Costs included l75 Whenever reference is made to "claims, costs, losses and damages", it shall include in each cast but not be limited to all fees and charges of engmeers m lutects, attorneys and other professionals and all court or arbitration or other dispute resolution costs 176 The laws of the Slate of Colorado al pl\ to this Agreement Retercncu to two pLrtinant Colorado slalu es are is follows 1762 Il a dium is - tiled OWNER is myurred b} lain CR13 38-26-1 LM to withhold hour all oaymenls w CONIRACTOR sufficient funds to insure the n rvnront of .ill chits for labor, m. 4.nals team lure wstercacc piosurons nrovendei of other supplies used or wmumud by -ONIRACIOR or ins 13 F ICDCGFNI RAT CONDMONti 19111 8119901 dA ) 31 n/C7rY01IORI LOT I I NSMODTTI( A I IONti1R1 V I00001 (This page fell blank mtmllonally ) IKDCGFNIRA CONDITIONS 19108 (19901 1M.0 35 WCn 01 1 OR FCUL I I NS NIODIfICATION5MF% IR000) Soapstone Prairie Natural Area Project Special Provisions REVISION OF SECTION 611 CATTLE GUARDS Augus/ 2007 Section 611 of the Standard Specifications is hereby revised for this project as follows Subsection 61 1 01 shall include the following Cattle guard wings will not be required Subsection 61104 shall include the following Foundation for the cattle guard will not be measured and paid for separately, but shall be included in the work Subsection 611 05 shall include the following Payment will be made under Pay Item Pay Unit 16 foot Cattle Guard (CIP) Each 20 foot Cattle Guard (CIP) Each Payment will be f Lill compensation for all work necessary to complete the work, including but not limited to mateual, equipment, labor, disposal of matenals, excavmg and backfillmg i6 EICDCCENER 47 CONDITIONS 1910 S 11990 Editlap w/U n -C I ORl CO] I INS MCJDIEICATIONS (RLA' 1i2 1np1 EXHIBITGC-A to General Conditions of the Construction Contract Betncen OWNER,and CONTRACTOR DISPUTF RLSOLITHON A6RLFMLN1 OWNER and CONTRACTOR hereby igr e that Article 16 of the General Conditions of die Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties 161 411 clanns, disputes and other matters in question between OWNIeR and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereot (except for churns which haee been waived by the making or acceptance of final payment as provided by paragraph 14 15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the Ameucan Arbitration Association then obtammg subject to the ]mntanorn of the dnncle 16 This agreement so to arbitrate and any other agreement or consent to mbn I ate entered into in accordance herew Ith as provided in thi, Article 10 will be specifically enforceable under the prevailing law of any court hating przischetion 162 No demand for arbitration of any clams, dispute or other to tler that is required to be referred to 1'NGINPER intrill} for decision in accordance with paragraph 9 11 will he made until the earlier of (a) the date on which ENGINEER has rendered a written decision or TO the thirty-G; st day after the, parties have presented thLIF evidence to ENGINEER if a written decision has not been rendered by ENGINEER before that cLAe No demand for arbiration of any such dual, depute or other matter will be made late; than thirty days after die date on Much ENGINEER his rcndcred a amen decision in respect thcrcot in accordance "ith paragrtaph 9 11, and flit failure to clunand arbitration within said thirty days' pnocl "ill result in ENGINEER's dccisron being final and binding upon OW1sER and CONTRA(:TOR If EATGINPFR renders a dewsion after arbtration proceedings have been mulated, such decuton may be ent,rLd as cv ideme but will not supersede the arbitration proceedings evapt where the decision is icccpldblc to th, parties conc,mcd No dim and for arbitration of any written de,lsion of ENGINEER rendered in accordance with parag iph 9 10 will b, made laur thin ten dhrys after the party making such douand has dehee,red wrtRn notice of intuition to appeal as provided m pang qAh 9 U1 161 Noheo of the demand for arbitration will b, filed in writing with the other psrb} to the Agucunr t ind with the Nnencan lrbaration A,souation and a cop will be sent to I NuINEER for inlonn rtron I he demand for arbitration will be mail, within the th;rtvxlay or t,n-dlae pduod speutied to ynra aph 16: as apphcable and in all other cars "thin r reasonable tune after the'luau, drspule or other matter in question h is arisen and in no a ant shall any such demon I be made after the date when institution eel legal or cqurtabhe proceedings basal on such claan chspute or other mattes in question would b, br rrcd by the apphcahhe s4nut- of limitations EICDd IEMTV 10ND7IONs19iis'199rT'In tit cot CI Y ur rOR 1 r OI 1 INS 61OUICT A9 IONS IRFV' 9'991 164 Except as provided in paragraph 16 5 below, no arbitration arising out of or relating to the Contract Documents Stull Include by consolidation joinder or in any other manner any other person or entity (including ENGINEER, LNGINEER's Consultant and the officers directors agents, employees or consultants of any of them) who is not a party to this contract unless 1 b 4 1 the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration and 1642 such other person or entity is substantially involved in a question of law or tact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and Uc43 the written consent of the other -pram or entity sought to be included and of OWN$R and CONTRACA OR has been obtained for such inclusion, which consent shall make specific reference to this paragraph, but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specitieally identified in suchconsent 161 Notwithstanding paragraph 104, if a claim, dispute or other matter 1n question between OWNER and CONrRACIOR intohes the Work of a Subcontractor, either OWNER or CONTRACTOR may loin such Subcontractor ds a party to the arbitration bet"con OWNER and CONTRACTOR hereunder CONTRACTOR shall Include in all subcontracts required by pamgmph 611 a specific prouasnon whoreby the Subcontractor consents to being joined in an arbirution b,twcen OWNER and CONTRACTOR Involving the Woik of such Subcontractor Nothing in this paragraph 165 nor in the provision of such subcontract consenting to lomder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER ENGINEER or ENGINFER's Consultants that does not otherwise; es nt 166 The award rcndcred by the arbitrators will be final judgment may be emend upon it in d y court having lunsdietion thereot and it will not be sublet to modification or appeal 16 7 OWNER and ( ()NTRAC f OR agree Ert they shall first submit env and all umettled clarets counterclaims disputes .ind other matters in question between them ansing out of or relating to the Contract Documents or the breach thereof t"deputes" I to niedmnon by tho Aiuencan Arhitration Association under the Construction Industry Mediation Ralts of tuc American Arbitianon Association prior to ether of them inuntiig against the otter a demand for arbitration pursuant to paragraphs 161 dvough 106, unless delay in initiating arbitration would raevo,ably ptejudhec one of the panes I he respective thirty and ten day tin, limits within which to fit, a demand for arbitration as p1o„dcd in lxamgraphs 162 and 163 rbov, shall be suspended with reepecA to a dsputc subnrdud to medmtion within those same applicable ume Iunits and shall remam suspended until ten days after the temutration of the mUlidtiOn I he mediator of dny chsputd sobraittcd to ni,chation under this Agrecmcnt shall not serve is irbitratoF ofwch dispute undcss otherwise agleed CC AI FICDC GFNh R U CONDITIONS 1910 3 (1)91) Fdmrnil x' (ITY OF F ORT COT I INS MODI I ICA 17I0N4 16I V 9 91) OCAI SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below SC-4.2 Subsurface and Physical Conditions A Add the following language to paragraph 4 2 1 of the General Conditions 4 2.L.1 1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work Subsurface Exploration Report Larimer Cuonty Road 15-Stuctures Soapstone Ranch Access Larimer County, Colorado EEC Project NO 1072015A Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B 4 2 1 2 1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4 3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following SC-5 4 8 Limits of Liability A Add the following language at the end of paragraph 5 4 8 The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows '7/96 Section 00800 Page 1 5 4 1 and 5 4 2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5 4 3 and 5 4 5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL) This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6The 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) 7/96 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO PROJECT TITLE 6061 Soapstone Prairie Access Road CONTRACTOR PROJECT NUMBER DESCRIPTION 1. Reason for change 2 Description of Change 3 Change in Contract Cost 4 Change in Contract Time ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C 0 % OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved ACCEPTED BY Contractor's Representative ACCEPTED BY Project Manager REVIEWED BY Title APPROVED BY Title APPROVED BY Purchasing Agent over $30,000 cc City Clerk Contractor Project File Architect Engineer Purchasing $ .00 0.00 0.00 0 00 $ 0 00 DATE - DATE DATE DATE DATE 9/99 Section 00950 Page I NUMBER 1 2 3 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 W_1W2 Net Change by Change Order AMOUNT $0 00 The present status of the account for this Contract is as follows Original Contract Amount Net Change by Change Order Current contract Amount Total Completed and Stored to Date Less Previous Applications Amount Due this Application - Before Retainage Less Retamage AMOUNT DUE THIS APPLICATION CERTIFICATION The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14 3 of the General Conditions of the Contract The above Amount Due This Application is requested by the CONTRACTOR Date Z Payment of the above Amount Due This Application is recommended by the ENGINEER Date e37 Payment of the above Amount Due This Application has been reviewed by the OWNER'S Protect Manager Date By Payment of the above Amount Due This Application is approved by the OWNER $0 00 $0 00 9/997/96 Section 00960 Page 1 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty Amount Qty Amount Qty Amount Period To Date Billed $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 TOTALS $0 00 $0 00 $0 00 $0 00 $0 00 7/96 Section 00960 Page 2 Soapstone Prairie Natural Area Project Special Provisions REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES Section 614 of the Standard Specifications is hereby revised for this project as follows Subsection 614 02 is hereby revved to including the following August Sign post and anchor for this project shall be 12 gauge Telespar square post and anchor Post shall be 2" x 2" and anchor shall be 2'/a" x 2'/a" x 3' Post length shall be 10 or 12 feet, with 7 feet as the minimum distance from the top of anchor to the bottom of the lowest sign panel Minimum embedment length of post into anchor shall be as i ecommended by the manufacturer Subsection 614 13 shall utLlude the following Payment will be made under Pay Item Pay Unit Sign Panel (Class 1) Square Foot Steel Sign Post (2x2 Inch Tubing) Linear Foot Steel Sign Post (2 25x2 25 Inch Tubing) Linear Foot Payment will be full compensation total] material, labor, equipment and hardware necessary to complete the work CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty Amount Qty Amount Qty Amount Period Date Billed $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 TOTALS CHANGE ORDERS $0 00 $0 00 $0 00 $0 00 $0 00 PROJECT TOTALS $0 00 $0 00 $0 00 $0 00 $0 00 7/96 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 TOTALS $0 00 $0 00 $0 00 $0 00 7/96 Section 00960 Page 4 Soapstone Prairie Natural Area Project Special Provisions Project Special. aA o' bT August2007 Soapstone Prairie Natural Area Project Special Provisions SOAPSTONE PRAIRIE ACCESS ROAD CITY OF FORT COLINS, COLORADO PROJECT SPECIAL PROVISIONS August 2007 The General Conditions of the Construction Contract and the Colorado Department of Transportation's (CDOT) 2005 Standard Specifications for Road and Bridge Construction control construction of this project Where there are conflicts between the two, the General Conditions shall control The following Special Provisions supplement or modify the MOT Standard Specifications and take precedence over the Standard Specifications and plans Item Page Index Pages i Notice to Bidders I Commencement and Completion of Work 2 Revision of Section 100 - General Provisions 3 Revision of Section 101 - Definitions of Terms 4 Revision of Section 102 - Project Plans and Other Data 5 Revision of Section 104 -Scope of Wei 6 Revision of Section 105 - Control of Work 10 Revision of Section 106 - Control of Material 16 Revision of Section 107 - Environmental Contiols 20 Revision of Section 108 - Piosecuuon and Progress 22 Revision of Section 202 - Removal of Fence 25 Revision of Section 203 - Proof Rolling 26 Revision of Section 208 - Ei osion Control 27 Revision of Section 212 - Seeding, Fertiliser, Soil Conditioner, And Sodding 31 Revision of Section 216 - Soil Retention Coveting 34 Revision of Section 625 - Construction Surveying 35 Traffic Control Plan-Geneial 37 Utilities 39 Soapstone Prairie Natural Area August2007 Project Special Provisions NOTICE TO BIDDERS It is recommended that bidden on this piojectieview the work site and plan details with an authorved City representative Prospective bidders shall contact the following fisted authorized City representatives at least 24 hours in advance of the time they wish to go over the project Project Manager Jm Wang, P E Phone (970) 221-6605 Engmeeiing Department Fax (970) 221-6378 City of Fort Collins 281 North College Avenue Fort Collmti, CO 80522-0580 The above referenced individual is the only representative of the City with authority to pi ovide any information, clauhcation, or interpretation regarding the plans, specifications, and any other contract documents or requirements Soapstone Prairie Natural Area August 2007 Project Special Provisions COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under the Contract on or before the 14th day following the date of award unless such time for beginning the work is changed by the City in the "Notice to Proceed " The Contractor shall complete all work within I05 calendar days in accordance with the "Notice to Proceed " Salient features to be shown on the Conuactor's Progress Schedule are • Mobilization • Construction Surveying (By City Forces) • Construction Traffic Control • Removals and Adjustments • Roadway Farthwork • Structures • Erosion Control • Drainage System • Restoration & Seeding • Signing Section 108 of the Standard Spec dreations is hereby revised for this project as follows Subsection 108 03 shall include the following The progress schedule shall consist of a Cirucal Path Method (CPM) schedule prepared using the Microsoft Project software and submitted in hard and electiomc totmats The contiactor shall be responsible for planning, scheduling, coordinating, and reporting the progress of the work to be conipleted by City of Fort Collins Forces The City of Fort Collins Forces shall be considered as subcontractor for the purposes of scheduling the work The City will comment on the contractors initial schedule submittal for coordination of the completion of their work items Soapstone Prairie Natural Area Project Special Provisimn REVISION OF SECTION 100 GENERAL PROVISIONS Section 100 of the Standard Specifications is hereby revised for this project as follows August2007 Subsections 102 and 103 of the Standard Specifications are hereby deleted See Contract Documents for additional information Soapstone Prairie Natural Area August 2007 Project Special Provisions REVISION OF SECTION 101 DEFINITION OF TERMS Technical Specifications related to construction materials and methods for the work embraced under this Contract shall consist of the "Colorado Department of Transportation, State of Colorado, Standard Specifications for Road and Bridge Construction" dated 2005 Certain terms utilized in the Specifications referred to in the paragraph above shall be interpreted to have different meanings within the scope of this Contract A summary of redefinitions follows Where reference is made in the plans and specifications to Owner, Depaitment, Chief Engineer, Resident Engineer, Project Engmeei, Engineer, Erosion Control Supervisor, and Inspection and Testing Agency it is understood to mean the City of Fort Collins, Colorado representative The sections shown on the following pages are revisions to the Technical Specifications for this project Soapstone Praine Natural Area Project Special Provisions REVISION OF SECTION 102 PROJECT PLANS AND OTHER DATA Section 102 of the Standard Specifications is hereby revised for this project as follows Subsection 102 05 shall include the following August 2007 The following information will be available for review at the City of Fort Collins Purchasing Division, 215 North Mason Street 2id Floor, Fort Collins, Colorado 80522 and may be examined online at I City of Foit Collins BuySpeed hup /kccure2tcgov corn/bso/login3slt 2 Mercury LDO Reprographics www mercui y-ldo coin Copies of the Contract Documents, complete with Construction Specifications and Drawing, may be viewed and purchased at the following location until the date set for opening of bids I Mercury LDO Repiograhics • FORT COLLINS 422 S Link Lane, Ft Collins, CO 80524 Ph 970-484-1201,Fax 970-221-0404 • ENGLEWOOD 9632E Aiapahoe, Englewood, CO 80112 Ph 303-790-7 169, Fax 303-792-2936 • DENVER 860 Bryant Street, Denver, CO 80204 Ph 303-893-8701,Fax 303-893-0617 • COLORADO SPRINGS I I E Las Vegas, Colorado Spring, CO 80903 Ph 719-231-812 1, Fax 719-633-5710 • LODO 1660 Wynkoop Ste 130, Denvei, CO 80202 Ph 303-785-2520,Fax 303-785-2522 • BOULDER 2575 Pearl St Unite C, Boulder, CO 80302 Ph 303-539-1350,Fax 303-539-1356 2 Buildei Exchange, 223 S Link Lane, Foi t Collins, CO 80524 After the proposals have been opened the low responsive iespomible bidder may obtain front the City of Fort Collins at no cost 10 sets of plans and special provisions Additional Sets of plans and other available data may be pinchaSed by cash or check from Meic uty LDO Rcprogiahics at unient repiocluctton pi LLS Subcontiactois and supplicismay obtain plans and other data horn the Successful bidder 5 Soapstone Prairie Natural Area Project Special Provisions -I- REVISION OF SECTION 104 SCOPE OF WORK Section 104 of the Standard Specifications is hereby revised for this project as follows Subsection 104 02 shall include Site Conditions A General August 2007 The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, paiticularly those bearing upon access to the site, handling, storage, and disposal of materials, availability of water, electricity and roads, uncertainties of weather, river stages, or similar physical conditions at the site, the contoimation and conditions of the ground, the equipment and facilities needed preliminary to and during the execution of the work, and all other matters which can in any way affect the work or the cost thereof under this Contract The Contractor further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsut face materials to be encountered from his inspection of the site and from reviewing any available iecoids of exploratory work furnished by the Owner or included In these Documents Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility tom properly estimating the difficulty or cost of successfully performing the work The Contractor warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work In a good and woi knianlike manner and to the satisfaction of the Owner The Ownet assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless ( I ) such representations aie expressly stated in the Contiact, and (2) the Contract expressly provides that the responsibility therefore is assumed by the Owner B Information on Site Conditions Any Information obtamed by the Engmneet iegamding site conditions, subsurface mfor matron, groundwatci elevations, existing construction of site facihtieS, and similar data will be available for inspection, as applicable, at the office of the Engineei upon request Such Information is of feted as supplementary Information only Ne thei the Engmeei non the Owner assumes any responsibility for the completeness of mntempretation of such supplementary mloimatmon I Dif feting Suburrface Conditions a In the event that the subsInface or latent physical conditions are found materially dmttement from those Indicated m thc,se Documents, and differing materially horn those otdin a sly encountered and geneially recognized as inherent In the character of work coveted in these Contract Documents, the Contractor shall promptly, and betoie such conditions are disturbed, notify the Engineer in wiling of such changed conditions ATTENDANCE RECORD PRESID CONFERENCE Project: 6061 Soapstone Prairie Access Road Time, 10:00 A.M.Date: August 21, 200T Location:215 N Mason Community Room PRINT NAME PRINT ADDRESS TELEPHONE FAX E-MAIL ADDRESS FIRM NAME 1�v Q,41 �r+e, P06dX Ph fle&A c��bs v z � C / avp 3 303 `e ' 9- y.,z 9iD.3�li dEl�y c /yv /,," ;Z? e �a3A,con Z1a..I.5v4-'I.IG -777- IJ;-1 r��ed d tv �.. r 0 ZvD C��L7�-b}z.0 l Ca Ch 0—gQ2tJq C r" �j�r l�v6l-1 � s ass I`t 13os•z�} Y ate.-, 1 �II -901- 331231 �?'' 33b bsZo y'%,° 3�� 6�i56y.�IufQG� PP9gnt.Ls+r CD4 OF Fb�-t -CC�L-U43�— Vv"f m n { C A n D CO z c) D G m Soapstone Prairie Natural Area Project Special Provisions -2- REVISION OF SECTION 104 SCOPE OF WORK August 2007 The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer It the Engineer fords that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time tequired for performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time he consider reasonable The Owner will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or tune for completion Undeiground Utilities Known utilities and structures adjacent to or encountered in the work are shown on the Drawings The locations shown are taken from existing records and the best information available from existing utility plans and potholing However, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and sti uctures shown Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Engineer for their accin acy or completeness C Execution I Wheic the Contiactor's operations could cause damage of inconvenience to railway, telegraph, telephone, television, oil, gas, elechicity, water, sewer, or irrigation systems, the opeiations shall be suspended until all arrangements necessary for the piotection of these utilities and services have been made by the Contractoi 2 Notify all utility offices which are affected by the construction operation at least 48 hours in advance Under no circumstances expose any utility without first obtaining permission from the appropriate agency Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities 3 The Conhactor shall protect all utility poles from damage If mterfeung power poles, telephone poles, guy wires, or anchors are encountered, notify the Engmeei and the appiopi iate utility company at least 48 hours in advance of construction opeiations to pei mrt the necessary ai rangements for protection or relocation of the interfering structure 4 The Contracoi shall be solely and directly iespomiblc to the owner and operators of such properties for any damage, injury, expense loss, inconvenience, delay, suits, actions or claims of any chaiactei brought because of any mjm ies of damage which may result horn the consuuction opeiations undei this Contract 5 Neuhci the Ownei nor its of ficeis of agents shall be responsible to the Conu actor for damages as a tesult of the Contractor's failuic to protect utilities encountered in the walk 6 If the Contractor, while perfoumng the Contract, discoveis utility facilities not identified in the Diawmgs of Specifications he shall immediately notify the Owner, utility, and the Engineer in witting Soapstone Prairie Natural Area A« gust 2007 Project Special Provisions -3- REVISION OF SECTION 104 SCOPE OF WORK 7 In the event of interruption to domestic water, sewer, storm dram, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper author ity Cooperate with said author ay in the restoration of service as promptly as possible and bear all costs of repast 8 The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer 9 Interfering Structures - The Contractor shall take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground An attempt has been made to show major structures on the Drawings The completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties 10 Field Relocation - During the progress of construction, it is expected that minor i clocations of the work will be necessary Such relocations shall be made only by direction of the Engineer It existing structures are encountered that prevent the construction, and that are not properly shown on the Drawings, notify the Engineer befoie continuing with the construction in order that the Engmeci may make such field revision is necessary to avoid conflict with the existing structures If the Contractor shall fail to so notify the Engineer when an existing structure is encountered, and shall proceed with the construction despite the interference, he shall do so at his own risk D Easements Where portions of the work are located on public or private property, easements and permits will be obtained by the Owner Easements will provide for the use of the property for construction purposes to the extent indicated on the easements Copies of these easements and permits are available upon request to the Owner It shall be the Conhactor's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requuements and provisions of the easement The Contractor shall confine his consuuchon operations to within the casement limits or make special arrangements with the property owners or appiopnate public agency for the additional area required Any damage to property, either inside or outside the limits of the easements provided by the Owner, shall be the iesponsrbiluy of the Contractoi is specified herein The Contractor shall remove proteu, and replace all fences of other items encountered on public or private property Before final payment will be.inthmized by the Engineer, the Contractor will be required to fuinish the Owner with wutten icleases from pioperty owners of public agencies where side agreements of special easements have been made by the Contractor or where the Conn actor's opetations, for any reason, have not been kept within the construction right-of-way obtained by the Owner E Land Monuments The Contactot shall notify the Enguieei of any existing Federal, State Town County, and private land monuments encountered Private monuments shall be preserved, or replaced by a Ircensed sin veyor it (fie Connauoi's expense When Government monuments ate encountered the Connactor shall notify the Engineer at lead two (2) weeks in advance of the proposed consuuchon in oidei that the Engineei will have ample opportunity to notify the proper authority and icference these monuments foi later replacement Soapstone Prairie Natural Area Project Special Provisions -4- REVISION OF SECTION 104 SCOPE OF WORK Subsection 104 05 shall include Contractors Use of Premises August 2007 The Contractor may use the Owner's property designated within the construction limits shown on the Plans for equipment and materials as long as he confines his operations to those permitted by local laws, ordinance and permits and meet the following requirements Do not unreasonably encumber site with materials or equipment Assume full responsibility for protection and safekeeping of products stored on premise Move any stored products which inter tere with operations of the Owner Obtain and pay for use of additional storage or work areas needed for opeiations Limits of Construction The Contractor must maintain all of his construction activities within the Ownci's pi operty and/oi consti uction easements and limits of the pi oject, of other stated areas, unless permits and/or written permission are obtained by the Contractor, from appropriate authorities or private property owners, outside of these areas Contractor to fence all easements and work aieas The temporary permits must be secured and paid for by the Contractoi at no extra cost to the Owner Any temporary permits secured must be in writing and a copy of same provided to the Engineer Security The Contractor shall at all times be responsible for the security of his facilities and equipment The Owner will not take responsibility for missing of damaged equipment, tools, of personal belongings of the Contractor Soapstone Prairie Natural Area Project Special Provisions -I- REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows Subsection 105 02 shall be replaced with Submittals A Requirements August 2007 Where required by the Specifications, the Contractor shall submit descriptive information that will enable the Engineer to determine whether the Contractor's proposed materials, equipment, methods of work are in general conformance to the design concept and in accordance with the Di awings and Specifications The intormation submitted may consist of drawings, specifications, descriptive data, certificates, samples test iesutts, product data, and such other information, all as specifically required in the Specifications In some instances, specified submittal information desciibes some, but not all features of the material, equipment, or method of work The Conti actor shall be responsible for the accuracy and completeness of the mfoi oration contained in each submittal and shall assure that the material, equipment or method of work shall be as desci ibed in the submittal The Conti actor shall verify that all features of all products contorm to the requirements of the Drawings and Specifications The Contractor shall ensure that there is no conflict with other submittals and notity the Engineer in each case where its submittal may affect the work of another Contractoi of the Owner The Contractor shall ensue e coordination of submittals among the related crafts and subeontractoi s 3 Submittals will be ieviewed for overall design intent and returned to Contractor with action to be indicated by the Engmeei It shall be the Contractor's responsibility to assure that previously accepted documents are destioyed when they are superseded by a resubmittal as such It shall be the Contiactor's responsibility to cosine that required items are corrected and resubmitted Any work done befoic appioval shall be at the Contractoi's own risk B Submittal Procedure I Unless a dillerent number is called lot in the individual sections, six (6) copies of each submittal and sample are required, tout (4) of which will be ictained by the Engineei The Contractoi shall receive two (2) copies in ietuin Faxed subnuttals will not be accepted 2 Submittals that ate ielatcd to or atleu each other shall be foiwaided simultaneously as a package to tacihtate cooiduiated ieview Uncootdmaled submutals will be rejected 3 It the items of system proposed aic acceptable but the maloi part of the individual drawings of documents are incomplete of iequnc icvision, the Submittal will be returned with requirements for completion 4 The light is reserved for the Enguicei to require submittals in addition to those called for in individual sections Soapstone Prairie Natural Area Project Special Provivions -2- REVISION OF SECTION 105 CONTROL OF WORK August 2007 Submittals regarding material and equipment shall be submitted directly to the Engineer and will be accompamed by a transmittal form A separate form shall be used for each specific item, class Of material, equipment, and items specified in separate discrete sections for which the submittal is required Submittals for various Items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole 6 A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted Original submittal numbers shall have the following format "XXX-Y," where "XXX is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals (i e , A, B, or C being the first, second and third resubmittals, respectively) Submittal 25B, lot example, is the second resubmittal of Submittal 25 11 the Com ractoi proposes to piovide mates ial, equipment, or method of work that deviates from the Contract Documents, it shall indicate so undei "deviations" on the transmittal form accompanying the submittal copies 8 Submittals that do not have all the information required to be submitted, including deviations, are not acceptable and will be ieturned without review C Review Procedure Submittals aie specified for those features and characteristics of materials, equipinent, and methods of operation that can be selected based on the Contractor'sludgment of their conformance to the requirements of the Drawing and Specifications Other feattu eS and charactenstics are specified in a mannei that enables the Contractor to determine acceptable options without submittals The ieview piocedure is based on the Contractor's guarantee that all teatmes and chat actenstics not iequinng submittals confoi m to the Drawings and Specifications Review shall not extend to means, methods, techniques, sequences, or procedures of construction of to venfying quantities, dimensions, weights of gages, or fabrication processes (except where specifically indicated or iequired by the Specifications) of sepaiate items, and as such, will not indicate approval of the assembly in which the item functions 2 Unless otheiwise specified, within twenty-one (21) calendar days after ieceipt of the submittal, the Engineer will review the submittal and retain copies The icturned submittal will indicate one of the following actions It the review indicates that the matei ial, equipment, of work method complies with the Specifications, submittal copies will be maiked "NO EXCEPTIONS TAKEN' In this event, the Contactoi may begin to implement the work method or incorporate the mateial of equipment coveied by the submittal b It the it -view indicates limited coiiechons are iequired, copies will be marked "REVIEWED COMMENTS AS NOTED' The Contactoi may begin implementing the won k method or incoi poiating the material and equipment coveied by the submittal in accordance with the noted coirections Soapstone Prairie Natural Area August 2007 Project Special Provisions -3- REVISION OF SECTION 105 CONTROL OF WORK Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided c If the review indicates that the submittal is insufficient or contains mconect data, copies will be marked "REVISE AND RESUBMIT" Except at its own risk, the Contiactor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "REVIEWED, COMMENTS AS NOTED" d It the review indicates that the material, equipment, or work method do not comply with the Specifications, copies of the submittal will be marked "REJECTED" Submittals with deviations that have not been identified clearly may be rejected Except at its own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either 'NO EXCEPTIONS TAKEN" or "REVIEWED, COMMENTS AS NOTED" D Diawmg I The teim shop drawings" includes drawings, diagiams, layouts, schematic, descriptive literature, illustrations schedules pertot manse and test data, and similar materials famished by Contractor to explain in detail specific portions of the wm k required by the Contract 2 Contiactor shall coordinate all such drawings, and ieview them for legibility, accuracy, completeness and compliance with contract icquirements and shall indicate this approval thereon as evidence of such coordination and review Shop drawing submitted to the Engineer without evidence of Contractor's approval will be returned for resubnuxsmn 3 Shop drawing shall be clearly identified with the name and project number of this contract, and teferences to apphcable specitrcahon paragraphs and contract dtawmgs When catalog pages are submitted applicable items shall be clearly identified 4 Contiactor shall stamp his approval on shop drawings poor to submission to the Engineer as indication of his checking and vei if [cation of dimensions and coordination with interrelated items Stamp shall read "(Contractor's Name) represents That we have deter nuned and verified all field dimensions and measurements, field comstiuchon criteua materials, catalog numbers and similar data and that we have checked with the requirememg of the Spculrcahons and Drawings, the COmrau DOem➢cuts, and General Conditions" Marks on drawings by Contiactor shall not be in red Any masks by Conhactot shall be duplicated on all copies submitted If shop drawings show variations horn conhact requirements Contractor shall descube Such varrahons in wi nmg, separate tiom the drawings, at time of submission All such variations must be approved by the Engineer II Engmeei approves any such varrahons, he shall issue an appropriate conhact modification t,xccpt Thal if the vat ration is minor and does not involve a change in price or in time of pet for manse, a modrficahon need not be Issued 12 Soapstone Prairie Natural Area August 2007 Project Special Provisions -4- REVISION OF SECTION 105 CONTROL OF WORK 6 Should the Contractor propose any item on his shop drawings or incorporate an item into the work, and that item should subsequently prove to be detective or otherwise unsatisfactory (regardless of the Engineer's preliminary review), the Contractor shall, at his own expense, replace the item with another item that will pei form satisfactorily E Certificates For those items called for in individual sections, f m nish six (6) certificates of compliance from manufacturers or suppheis certifying that materials or equipment being furnished under the Contract comply with the requuements of these Specifications F Samples Samples shall be sufficient in size to cleat ly illustiate functional characteristics and full range of coloi, texture, and pattein G Effect of Review of Contractor's Submittals Review of drawings, data, methods of work, of information regrading mate[ ials or equipment the Conti actor proposes to provide, shall not relieve the contractor of rts responsibility for eiiors therein and shall not be regarded as an assumption of risks or liability by the Engineer or the Owner, or by any of I u er or employee thereof, and the Contractor shall have no claim under the Contract on account of the failure or partial failure, of the method of work, material, of equipment so reviewed A mark of "NO EXCEPTIONS TAKEN' of "REVIEWED, COMMENTS AS NOTED" shall mean that the Owner has no objection to the Conuactor upon its own responsibility, using the plan or method of work pioposed, of providing the materials or equipment proposed Subsection 105 08 shall be ievised as follows Delete the second paragraph and ieplace will) the following In case of discrepancy the oider of precedence is as follows (a) General Conditions of the Construction Contract (b) Speual Provisions I Project Special Specifications 2 Standard Special Provisions (c) Plans I Detailed Plans 2 Standard Plans Calwjated dimensions will govern over scaled dimensions (d) Supplemental Specrlrcatrons (e) Standard Spcuhcanons 13 Soapstone Prairie Natural Area Project Special Provisions -5- REVISION OF SECTION 105 CONTROL OF WORK Subsection 105 09 shall include Coordination with Property Owners and Tenants August2007 The City of Fort Collins is committed to maintaining a positive working relationship with the residents in the project area Every effort will be made to maurtain pedestrian and bicycle flow and to accommodate special events and holidays for businesses, pedestrians, pat king, and vehicle traffic The Contractor shall be responsible to coordinate all work activities with private pioperty owners and tenants along the project corridor Access shall be maintained at all times The Contactor shall be responsible for communicating accurate scheduling information to the pioject team to assme proper notification of businesses and residents In particular, any proposed disruption or closure to an existing access must be communicated to the property Owners and tenants with is much notice as possible The minimum notice that will be allowed for any proposed access change is 48 hours The Contractor shall ensure that adequate alternate access is in place tot vehicles and pedestrians and any pioperty-specific access needs are addressed pnoi to any change in existing access The Contractor shall identity his method of maintaining these accesses on the Construction Tiaffic Control plans (see Tiaffic Control — Geneial) Coordination with Traffic Engineer The Contractoi shall cootdmate with the Ownei's Tiaffic Engineer for all trathc control activities This shall include, but not be limited to, installation and timing of temporary traffic detours, and closure of any partial intersection movements, lane reductions, removal and installation of all traffic signal equipment, removal and installation of all signing and striping The Contractor is responsible for removal of sit ipmg requited for traffic control phasing Subsection 105 12 shall include Surveying Coordination A The Owner will provide construction surveying foi the project City Smvey Crews will perfoun the sit veynig tequued B The Contiactoi must submit a sm vey request toim to the City Suiveyoi s a minimum of 48 hours prior to needing sutveying C 11 the requested surveying cannot be accomplished in the time hame requested by the Contractor, the Smvey personnel shall notify the Conuactot with the dale on which the iequested woik will be completed D Should a sudden change in the Contiactoi's operations of schedule iequue the sin vey personnel to woi k oveitunl„ the Conuactot shall pay the additional overtime expense 14 Soapstone Prairie Natural Area Project Special Provlvion5 -6- REVISION OF SECTION 105 CONTROL OF WORK August2007 The Contractoi 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 lime for the monuments or stakes to be relocated The Contractor will be responsible for the cost of restakmg consu uetion stakes and for the cost of re-establishing a destroyed monument F The Contiactor shall be responsible for transferring the information from the construction staked 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 giade sheets supplied by the Owner 15 Soapstone Prairie Natural Area Project Special Provisions -I- REVISION OF SECTION 106 CONTROL OF MATERIAL Section 106 of the Standard Specifications is hereby revised for this project as follows Subsection 106 01 shall include Substitutions and Product Options A Description August 2007 I This section describes the procedure requited by the Contractor for product substitutions 2 Requests for Substitution a Base all bids on materials, equipment and piocedures specified b Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers, and/or manufacturer's names Wheie this occurs it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment of kinds of material specdreally indicated c Other types of equipment and kinds of matei ial may be acceptable to the Owner and Engineer d Types of equipment, kinds of material and methods of construction, it not specifically indicated must be approved in writing by Engmeei and the Owner 3 Submission of Requests for Substitution a After Notice to Proceed, the Owner / Engineer will consider written requests lot substitutions of products, mates ials, systems of other items b The Engmcei reserves the right to requuc substitute items to comply color and pattern -wise with base specified items, it necessary to secure "design intent c Submit six (6) copies of request for substitution Include in request 1) Complete data substantiating compliance of ptoposed substitute with COiitiael Documents 2) For products t Product rduiulication Including manufaUuret's name u Manufacturer's hteiatmc, masked to indicate specttrc model, type, sve, and options to be considered Product desci rptron, pei lot manse and test data tctuencc standards ditterence in power demand, dimensional ddletences for specified unit 16 ATTENDANCE RECORD PREBfD CONFERENCE Project: 6061 Soapstone Prairie Access Road Time: 10:00 A.M.Date: August 21, 2007 Location:215 N. Mason Communitv Room PRINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME TOM J-ACK-sonl 5-r-PocTtri2F5 /nrc 4 INUr2n+Ess ej, E 11 303177a-7g7g s03}77a-7Q-7 7v ycKs oh Q 5c1�7L ZSD SyPpyG�'HI^ Gyldf wcaD co Sor/z t:;rrry S�yahmann /eiaitN �vp f3ax Ilia 7 309 G31 8971 ia� d�z 8�72 GO- t�ri . BZao SeMA �3s3 S. Ett.La do3- bz-7 2Av 6PoeabPee @. CO�IS-r —igu, eeNtfurdL!eo 03 —Gt� SGwtdC°oKSsWs xis Pffrc� l �oko1 !�llMari w>•!el f r2�a-Y.L �re.�tr-;gS f -7I �y p �� �ltrn a+ &nrr-1 Su, (CLrs ids Lr�rr, �C�c �jj il�� �Grv,� L,�} i Namr Ca �uSSU aZU-tea � o`t (— R-2o• 4��Ro8 t— -rn��r t� 5-�-'oi homes core. 0 H 1 C) r= A D N a) D M m Soapstone Prairie Natural Area August 2007 Project Special Provisions 2 REVISION OF SECTION 106 CON'rROL OF MATERIAL in Name and address of similar projects on which product was used, date of installation, and field performance data 3) For construction methods I Detailed description of proposed method it Drawings illustrating methods 4) Itc mrzed comparison of proposed substitution with product or method specified 5) Data relating to changes in construction schedule 6) Relation to separate contracts 7) AL curate cost data on proposed substitution in comparison with product or method specified d In making request for substitution, or In using an approved substitute item, Supplier / Manufacturer I epresenls I) He has personally investigated proposed product of method, and has determined that it Is equal or super lot in all respects to that specified and that it will perform function for which nits intended 2) He will provide same guarantee for substitute item as fin product or method specified 3) He will cooidmate installation of accepted substitution into wink, to include building modifications it necessary, making such changes is may be required for work to be complete in all aspects 4) He waives all claims lot additional costs [elated to substitution which subsequently become apparent 4 Substitutions Request sullrciently m advance to avoid delay m constiuctron 5 Contractor s Option a Fon products specified only by ieteience standards select any product meeting standards by any ntanufactmer, mdreate selected type in wbnussion b For products specified by naming Swual prodMiS or manulactiuers, select <my product and manuldcturci named, indicate selected type in submission c For pioduUS specified by naming one or mote products, but indicating option of selecting equivalent products by stating or equivalent after specified product, Contractor must submit request is rcquued for substitution, for any product not specifically named 17 Soapstone Prairie Natural Area August 2007 Project Special Provisions -3- REVISION OF SECTION 106 CONTROL OF MATERIAL 6 Rejection of Substitution or Optional Item Substitutions and/or options will not be considered if They are indicated or implied on shop drawings, or project data submittals, without formal request submitted in accordance with this section Subsection 10603 shall include Materials Testing A Provide such equipment and facilities as are required for conducting held tests and for collecting and forwarding samples Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment found to be acceptable Any product which becomes unfit for use after approval thereof shall not be incorporated into the work B Tests shall be made by an accredited testing laboratory selected by the Owner Except as otherwise provided, sampling and testing of all matei ials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM), and the American Association of Highway and Transportation Officials (AASHTO) C Where additional or specific information concerning testing methods, sample sizes, etc , is required, such information is included under the applicable sections of the Specifications Any modification of, or elaboration on, these test procedures which may be included for spcutic materials under their respective sections in the Speuficatrons shall take precedence over these piocedures D Owners Responsibilities I The Ownei shall be responsible for and shall pay all costs in connection with the lollowmg testing a Soils compaction tests b Tienchbackfill c Pipe and structural bedding d Tests not called tot by the Specifications of materials delivered to the site e Conci etc tests I SUrface compaLtion tests E Conti actors Rc,ponsibi l i ties In addition to those inspedions and tests called foi in the Gcnetal Conditions Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following 18 Soapstone Prairie Natural Area Project Special Provisions -4- REVISION OF SECTION 106 CONTROL OF MATERIAL a Concrete materials and mix designs b All pei tormance and field-testing speed ically called foi by the Specifications Auguvt2007 All retesting for woi k of materials found defective or unsatisfactory, including tests covered above F Transmittal of Test Reports Written reports of tests and engineering data furnished by Conti actor for Engmeei's review of materials and equipment pioposed to be used in the work shall be submitted as specified for Shop Drawings The testing laboratory retained by the Owner or Engineer will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboiatory Two (2) copies of each test report will be transmitted to the Engmeer and one (1) copy to the Contractor within seven (7) days aftei each test is completed 19 Soapstone Prairie Natural Area Project Special Provicuins -I- REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS August2007 Section 107 of the Standard Specifications is hereby modified to include the following Environmental Controls The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory pei mits through the duration of the work required under this project A Dust Control Application I The Contractor shall execute work by methods to minimize raising dust from construction operations The Contractor shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities The use of non -approved chemicals, oil, or similar palliatives will not be allowed Dust control agents may be used only after poor approval of the Owner The Conti actor shall be required to provide sul ficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site 3 The Owner will have authority to order dust control woi k whenever in its opinion it is required, and there shall be no additional cost to the Owner The Contractor shall be expected to maintain dust control measures effectively whether the Owner or Engmeei specifically of ders such Woi k Preseivanon of Natural Features Con] me operations as much as possible Exercise special care to maintain natural surroundings in an undamaged condition Within the work limits barricade trees, lock outcioppings, and natural features to be preserved C Housekeeping Keep project neat, oidei ly, and in a safe condition at all times Store and use equipment, tools, and materials in a manner that does not present a hazard Immediately remove all rubbish Do not allow rubbish to accumulate Piovide on -site containers foi collection of rubbish and dispose of It at frequent intervals during progiess of woi k D Disposal Disposal of Waste (Unsuitable) Matei rah All mates ial determined by the Engmeei to be waste will be disposed of in approved landfill in a manner meeting all regulations Dispose of waste inttevals, legally, at public of private dumping areas Do not bury wastes inside of the limits of construction All costs for dump fees, pet nuts, etc , to be hoi ne by the Contraetot 2 Disposal of Garbage and Other Construction Mateuals Piovide samtaiy containers/dumpstets and haul away contents such that no overflow exists 3 Excess excavation shall become the property of the Conhactor and shall be legally disposed of by him outside the limits of construction to an approved disposal site Excess excavated matenal suitable for backfitl shall not be disposed of until all backfill operations are complete 20 Soapstone Prairie Natural Area August 2007 Project Specwl Provistom -2- REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS 4 The Contractor is to immediately inform Engineer of any hazai dour materials encountered during construction Dispose of waste matei ials legally at pt ivate or public facilities E Burning No burning of debris will be permitted F Water Control Portions of the project work is located within a natural diamage course and is subject to periodic flooding due to rainfall and snowmelt, giound water Flows from saturated sods or other ground watei sources The Contractor is responsible for managing water within the construction site and protecting property G Noise Control All mechanical equipment shall be equipped with the best available mufflers to reduce noise Clue Contractor shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels Norse level monitoring shall be pei formed by the Contractor as necessary to show that the peimitted levels are not being exceeded Permission Irom Owner must be obtained poor to the opeiauon of any machinery and/or vehicles between the hours of 6 p m and l a m H Erosion and Sediment Control It shall be the responsibility of the Contractor to prepare and obtain an approved Eiosion and Sediment Control Plan hom the Owner The Conti actor shall obtain all applicable permits and perfoi coed all work m accordance with all applicable regulatory permits 21 Soapstone Prairie Natural Area Project Special Provisions -I- REVISION ON SECTION 108 PROSECUTION AND PROGRESS August2007 Section 108 of the Standard Specifications is hereby revised as follows Subsection 108 03 shall include the following Project Meetings A Pre -Construction Conference A Pre -Construction Conference will be held alter Notice of Award and before the Notice to Proceed, the date, time and location will be determined alter Notice of Award The conference shall be attended by Conti actor and Contractor's Superintendent Contractor's Subcontractors 3 Engineer 4 Owner 5 Utility Companies 6 Others as requested by the Contractor, Owner, of Engineer Unless previously submitted to the Owner, the Contractor shall bring to the conference a tentative schedule of the constr action project, include in the schedule shop drawings and other submittals The purpose of the conference is to designate responsible personnel and establish a working relationship Matters requiring coordination will be discussed and procedures lot handling such matter s established The agenda will include I Contractor's tentative Schedule 2 Permit applications and submittals, including Dewatermg Permit, Erosion and Sediment Control Plan, and Traffic Control Plan 3 Transmittal, review and distribution of Contiaetor's submittals 4 Processing applications for payment 5 Maintaining record dOCWnenls 6 Ciitical woi k sequencing 7 Field decision and change orders Use of premises, off ice and storage areas, staging area, security, housekeeping, and Owner's needs Contractor s asstgnnient of safety and first at([ f3 Construction Progress Meetings Progress meetings will be conducted weekly or at some other hequency, it approved by the Engineer These meetings shall be attended by the Owner, the Engineer, the ConhaelOr s representative and any othus IuVitLd by these people The Engineer "III conduct the meeting and the Engineer will arrange lot keeping the minutes and distributing the minutes to all pet sons in attendance Thu agenda of these project meetings will include construction progress, the status of submittal tevrews, the stains of inlormatmn reyuesh, cutrcal work sequenung, review of strategies for connections into existing faeilrties status of held orders and change orders and any genetal business 22 Soapstone Prairie Natural Area August 2007 Project Special Provisions .2. REVISION OF SECTION 108 PROSECUTION AND PROGRESS The Contractor will prepaic a "two week look ahead" schedule to facilitate coordination of work items Modifications to Time of Completion in the Approved Schedule The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed The Contractor will proceed with the work at such iate of progress to ensure full completion within the contract time It is expiessly understood and agieed, by and between the Contractor and the Owner that the contract time for the completion of the woik desci ibed heiem is a reasonable time, taking into considetation the climatic and other factors prevailing in the locality of the work Every effort shall be made by the Contractor to complete the project within the "Contract Time' shown in the proposal The "Contract Tune" anticipates "Normal" weather and climate conditions in and around the vicinity of the Project site dui mg the times of year that the consti uction will be carried out Extensions of time based upon weather conditions shall be gi anted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely aftected the Contiactm's woik and thus required additional time to complete the work The following specifies the pioceduie for the deter nu nation of time extensions tot unusually severe weather The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Admimstiation (NOAA) or similar data for the geographic location of the project Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse wcathet will constitute the base lute for monthly (or portion thereof) weather time evaluations Upon acknowledgment of the Notice to Proceed and continuing Ihioughout the conhact on a monthly basis, acual advci se weather days and the impact of adverse weathei days that delay the woi k will be iecoided on a day-to-day basis It is assumed that the work will be caried out Mondays through Fudays (holidays excepted) unless in approved construction schedule or wt itten author station horn the Owner indicates olheiwise The numbet of days of delayed woik due to adverse weathei or the impact thereof will then be compared to the monthly advei se weathei schedule above An actual adverse weathei day must pievent woi k loi 50 pewent or mole of the Contiactor s workday delay work cr itical to the timely completion of the piolect, and be documented by the Contractor The City Repiescntative observing the corrstiuctu7n shall determine on a daily basis whethei or not work can proceed or it woik is delayed due to adverse weathei or the effects thereof The Contiactor shall notify the Engineer in wining of any disagreement as to whether or not woik can proceed on a given date, within 23 Soapstone Prairie Natural Area August 2007 Project Special Pratisions -3- REVISION OF SECTION 108 PROSECUTION AND PROGRESS 2 calendar days of that date The Owner will use the above written notification in determining the number of working days for which work was delayed during each month At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Oider will be executed which increases the Contract Time The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted, should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set The Contiactor's se hedule must reflect the above -anticipated adverse weather delays on all weather - dependent activities While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result fiom the "unusually severe" weather condition Bieakdowns in equipment or lack of performance by the Conuactoi will not be considered justification tot an extension of time Liquidated damages will be assessed as delineated elsewhere The Conti actor shall not be charged with liquidated damages of any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer I To any preleience, priority, of allocation order duly issued by the Ownei To unforeseeable causes beyond the control and without the fault or negligence of the Conn actor including but not restricted to, acts of nature, or of the public enemy, acts of the Owner, acts of another Contiactor in the perlormance of a eonuact will) the Owner, fires, floods, epidenucs, quarantine restrictions, strikes, fteight embargoes, and abnoi nal and unforeseeable weather as provided above 3 To any delays of Subcontractors occasioned by any of the causes specified in paragraphs I and 2, above Subsection 108 04 shall include the following Woik HOUIs Standard work hours arc 7 AM to 6 PM Monday through Ftrday No work shall be peen ited on weekends or holidays without written approval from the Project Manager Work activity done at times other than dui utg normal woi king hours may requue reunbm sement to the City foi the overtime cost to the City Work requests beyond normal wotkutg hours must he submitted to the Project Manager a minimum of (5) wotkmg days prior to the request date 24 Soapstone Prairie Natural Area Project Special Provisions REVISION OF SECTION 202 REMOVAL OF FENCE August 2007 Section 202 of the Standard Specifications is hereby ievised for this project as follows Subsection 202 01 shall include the following This work includes temoval and disposal of existing fence within the piolect limits is shown on the plans or at locations directed by the Engineer In subsection 202 02 delete the seventh paragraph and replace with the following The existing fence shall be removed in a manner that minimizes disturbance to the surrounding area All removed fence materials shall become the propeity of the adjacent landowner If said adjacent landowner rejects the fence material, the Contractor shall take ownership and dispose of outside the project site legally Subsection 202 11 shall include the following The removal of the existing fence will be measured by the hneai foot of fence removed, and accepted Subsection 202 12 shall include the following Payment will be made under Pay Item Pay Unit Removal of Fence Lmeai Foot Woi k shall include all material, equipment, labor, and disposal of materials to complete the work, including excavmg and backf illmg 25 Soapstone Prairie Natural Area Project Special Proiiswns August 2007 REVISION OF SECTION 203 PROOF ROLLING Section 203 of the Standard Specifications is hereby revised for this project as follows Subsection 203 13(f) delete and replace with the following Proof rolling will not be measured but shall be incidental to the work Subsection 203 14 shall include the following Proof rolling will riot be measure and paid for separately, but shall be included in the work 26 ATTENDANCE RECORD PREBID CONFERENCE Project: 6061 Soapstone Prairie Access Road Time: 10:(30 A.M.Date: August 21, 20D7 Lnl:Atlnn-21.ri N_ UnA nn l nmmirnifii Rnnm PRINT NAME PRINT FIRM NAME ADDRESS TELEPHONE FAX # E-MAIL ADDRESS nn r ����Y`tlE'�Sa� (� lon/�cLl 4«Sn.ifCPS t FOIJC��t�s ��0-2�'�S� `t�O`223-3/gi a�o✓1Q Lfl�V)QU 'eswpceS CCY D n m Soapstone Prairie Natural Area Project Special Provisions -I- REVISION OF SECTION 208 EROSION CONTROL Auguet 2007 Section 208 of the Standard Specifications is hereby revised for this project as follows Subsection 208 02(1) delete and replace with the following Erosion Logs (Special) or Sediment Logs shall be Curlex Sediment Logs or approved equal and shall meet the following requirements and recommendations for material and installation. SPECIFICATION PART I —GENERAL 1.01 Summary A The sediment log contains excelsior wood fiber for the purpose of slowing water velocity and trapping sediment as described herein B This work shall consist of furnishing and installing the sediment log, including tine grading, installing, staking, and miscellaneous related work, in accordance with these standard specifications and at the locations identified on drawings or designated by the owner's representative This work shall include all necessary materials, labor super vision, and equipment for installation of a complete system C All work of this section shall be performed in accoidance with the conditions and requirements of the contract documents D The sediment log shall be used to slow water velocity, trap sediment, and enhance revegetation Based on a project -by -project engineering analysis, the sediment log shall be suitable for the following applications I Channels, Swales, and Ditches 2 Inlet and outlet protections 3 Slopemteuuption 1.02 Performance Requirements A Sediment log shall provide temporary, biodegiadablc channel and slope interruption by slowing water velocity to icduce sheai stress and sod erosion while enhancing revegetation Sediment log performance capabilities shall be determined by large-scale testing deemed acceptable by the design engineer B Sediment log performance requirements Reduces slope erosion by a minimum of 70%r of bare soil slopes Reduces channel erosion by a nunurmm of 50% of bare sod channels � Fum tional Longevity 12 — 24 months 103 Submittals A Submittals shall include complete design data, Product Netting Information, MSDS, Installation Guidelines, Manufaetmmg Material Specifications, Manufacturing Certifications Staking Pattern 27 Soapstone Prairie Natural Area Auguvt2007 Project Special Provision v -2- REVISION OF SECTION 208 EROSION CONTROL Guide, CAD details, and a Manufacturing Quality Control Program In addition, the Manufacturer shall provide a test report providing data showing the performance capabilities of the sediment log, along with reference installations similar in size and scope to that specified for the project 1.04 Delivery, Storage, and Handling A Sediment log shall be furnished on pallets or master packs B Sediment log shall be of consistent density with fibers distributed evenly over the entire area of the log C Sediment log shall be free of detects and voids that would interfere with proper installation or impair performance D Sediment log shall be stored by the Contractor in a manner that protects them trom damage by construction activities PART II - PRODUCT'S 2.01 Sediment Log A Sediment logs shall be Curlex Sediment Logs, as manufactured by American Excelsior Company, Arlington, TX (800-777-7645) B Curlex Sediment Log consist of a specific cut of 100% weed seed free Great Lakes Aspen wood excelsior with 806/v of the fiber>_ 6 inches in length inside a durable, flexible tubular polyester netting with metal clips of knotted ends Cm lex Sediment Log is designed to provide intimate contact with the soil, which prevents blowouts and undermining Curlex Sediment log allows water to flow through the excelsior, minimizing overtopping, slowing high flow water velocities, and Intercepting and stopping silt movement Cortex Sediment Logs may be placed across channel bottoms, on hillstopes, or around inlet structures 2 02 Stakes A Stakes shall be wooden, 1 1/8" wide x 1 1/8' thick x a minimum of 30' long for 6", 9', and 12" diameter Cui lex Sediment Logs and 49" long toi 20" diameter Curlex Sediment Logs B 6 inch sediment logs may also be anchored with U-shaped, I I gauge wne steel staples that are I inch wide by 6 inches Tong or 2 inch wide by 8 inches long PARTIII — EXECUTION 3.01 Sediment Log Supplier Representation A Contractor shall coordinate with the log supplier for a qualified representative to be present on the job site at the start of installation to provide technical assistance as needed Contractor shall iemain solely responsible for the quality of installation 28 Soapstone Prairie Natural Area Project Special Provisions .3. REVISION OF SECTION 208 EROSION CONTROL 3.02 Site Preparation August2007 A Before placing sediment logs, the Contractor shall certify that the subgrade has been properly compacted, graded smooth, has no depressions, voids, soft or uncompacted areas, is free from obstructions such as tree roots, protruding stones or other foreign matter, and is seeded and fertilized according to project specifications where applicable The Contractor shall not proceed until all unsatisfactory conditions have been remedied By beginning construction, Contractor signifies that the preceding work is in conformance with this specification B Contractor shall fine grade the subgrade by hand dressing where necessary to remove local deviations C No vehicular traffic shall be permitted directly on the sediment log 3.03 Installation A Sediment log shall be installed as directed by the owner's representative in accordance to manufacturer's Installation Guidelines, Staking Pattern Guide, and CAD details The extent of sediment logs shall be as shown on the pioject drawings B Sediment log should be Installed to inteicept water flow and collect sediment on site They may be placed over bare soil or on top of erosion control blankets Sediment logs are typically installed laying on flat ground and not trenched C They shall be secured to the subgrade by wood stakes or staples (6 inch log only) every two lineal feet across the length of the sediment log The stakes shall be intertwined with the outer mesh of the sediment log only and driven into the ground a minimum of 24 inches on the downstream side of the sediment log D Sediment log installed in a Swale of channel bottom shall allow the installation to continue up the slopes three feet above the anticipated high water mark and perpcndiculai to the flow of watet E Spacing of sediment logs shall be such that the elevation of the bottom of the sediment log upstream will be equal to the elevation of the top of the log downstream F Sediment log shall remain in place until fully established vegetation and loot systems are present 3.04 Quality Assurance A Sediment log shall not be defective or damaged Damaged or detective materials shall be replaced at no additional cost to the owner B Product shall be manufactured rn accordance to a documented Quality Control Piogram At a minimum, the following piocedures and documentation shall be provided upon request 29 Soapstone Prairie Natural Area August 2007 Project Special Provisions 4- REVISION OF SECTION 208 EROSION CONTROL 1 Manufacturing Quality Control Program Manual 2 Additional inspections for product conformance shall be conducted during the run after the first piece inspection 3 Moisture content readings recorded for each manufacturing day 4 Each individual sediment log shall be inspected, weighed, and documented prior to packaging for conformance to manufacturing specifications 5 Documentation and record retention for at least two years 3.05 Clean-up A At the completion of this scope of work, Contractor shall remove from the job site and properly dispose of all remaining debris, waste materials, excess materials, and equipment required of or created by Contractor Disposal of waste materials shall be solely the responsibility of Contractor and shall be done in accordance with applicable waste disposal regulations 3.06 Method of Measurement A Sediment log shall be measured for payment as individual items and the unit of measure shall be each 3 07 Basis of Payment A The accepted quantities of sediment log shall be paid toi at the contract unit price per linear toot complete in place Payment shall be made under Pay Item Pay Umt EROSION LOG (SPECIAL) Linear Foot 30 Soapstone Prairie Natural Area Project Special Provisions -1- REVISION OF SECTION 212 Seeding, Fertilizer, Soil Conditioner, and Sodding Section 212 of the Standaid Specifications is hereby revised for this project as follows Throughout this section, replace "Engineer" with "Owner " Subsection 212.01 Remove Description Insert, This workeonsists of soil piepaiation, furnishing and drilling seed Subsection 212.02 (a) 2 Remove The entire section and insert the following August 2007 All seed shall be mixed by a wholesale seed supplier, in proportions necessary to obtain the application rate specified All seed will be subject to the testing by the Owner in accordance with the provisions of the Association of Official Seed Analysis All seed and seed mixes shall be furnished in bags or containers clearly labels to show the name and address of the supplier, the common, scientific, and variety name(s) of the seed(s), the lot number, point of origin, net weight, percent of weed content, and the guaranteed percentage of purity and geiminauon These labels shall be submitted to the Owner at the completion of the project 1 Dryland Seed North of Station 261+00 (shown on the design drawings) Stei i le wheatgrass 2. Dryland Seed South of Station 261+00 (shown on the design drawings) Western wheat(Pascopvrum smiths) Indian ricegiass (Achnatherurn hvinenoirles) Blue Giama (Bouteloua giacilts) Buttalo grass (Buchloe dactvloides) Prauielunegrass(Koeleiia nia(taniha) Needle & thread grass (Hespeiostipa coinata) Gieen needle grass (Naisella i,iiidula) Stem ile wheatgrass 31 PLS Seeding Rate (#/acre drilled) 200 32 25 06 93 03 61 19 200 Soapstone Prairie Natural Area Project Special Provisions _2. REVISION OF SECTION 212 Seeding, Fertilizer, Soil Conditioner, and Sodding 3. Wetland Seed (only applies in the Wire Draw channel bottom at the proposed bridge) Western wheat (Pavcopyrum vmnhu) 44 Blue Grama (Bouteloua gracdiv) 09 Inland salt grass (Distichli v stncta) 20 Canada wild rye (E4muv canademis) 63 Switchgrass (Panicum virgatum) 25 Prairie cordgrass (Spartina pectmata) 40 Subsection 212.03 Seeding Seasons. Remove the entire section and insert the following All seeding must be completed pnor to February 28, 2008 Subsection 212.06 (a) Remove the entire section and insert the following August2007 (a) Soil Pieparation Slopes flatter than 2 1, in areas that have supported vehicular traffic or which have been otherwise artificially compacted or disturbed shall be ripped and tilled to a depth of twelve (12) inches All other areas with slopes flatter than 2 1 shall be tilled into an even and loose seed bed six (6) inches deep The soil shall be woiked until no clods of sod greater than two (2) inches remain Slope 2 1 or steeper shall be left in a roughened condition All tilling operations on slopes 2 1 or steeper shall be done in the direction that follows the natural contours of the land Slopes shall be free of all concrete Slopes shall be flee of all stones in excess of six (6) inches in any dimension Slopes shall be free of sticks and debris in excess of three (3) inches in any dimension, and brought to the desired Tine and giade Any inegularrtres in the ground surface resulting from soil piepaiation operations, including but not limited to ridges high points, and depiessions mole than three (3) inches in height or depth shall be corrected and sloped to diam Subsection 212.06 (b) Remove the entue section and insert the following (b) Fertilizing and Sod Conditioning Fertilizers and sod conditioner s will not be used in native seeding areas In compliance with all applicable sections of the specifications, water will be applied as necessary to control dust and maintain moisture necessary to woi k the soils, 32 Soapstone Prairie Natural Area August 2007 Project Special Provisions -3- REVISION OF SECTION 212 Seeding, Fertilizer, Soil Conditioner, and Sodding Subsection 212 06 (c) Add the following to the end of the paragraph When requested by Contractor and Approved by Owner, areas that ate too small to be seeded with mechanical drills, seeding will be accomplished by hydraulic type seeder~ at twice the rate specified in the Contract at no additional cost to the project Subsection 212.08 Remove the entire section and insert the following The accepted quantities of seeding (sterile wheat), seeding (native) and Seeding (wetland) will be paid for at the contract unit price for each of the pay items listed below that appeal in the bid schedule Payment will be made under Pay Item Pay Unit Seeding (Drilled) (Sterile Wheat) Acre Seeding (Dulled) (Native) Acre Seeding (Drilled) (Wetland) Acie Soil preparation and seed mcorporated into the seeding will not be paid for separately but shall be included in the work 33 Soapstone Prairie Natural Area Project Special Provisions REVISION OF SECTION 216 SOIL RETENTION COVERING Section 216 of the Standard Specifications is hereby revised for this project as follows Subsection 216 02(a) 2 delete and replace with the following August 2007 Soil Retention Blanket (Coconut) shall be North American Green Cl25BN or approved equal and shall meet the requirements and recommendations for material and installation as described by the manufacture The Contractor shall provide a submittal of the material pnor to installation Soil Retention Blanket (Straw / Coconut) shall be North American Green SC250 or approved equal and shall meet the requirements and recommendations for material and installation is described by the manufacture The Contractor shall provide a submittal of the material prior to installation 34 Soapstone Prairie Natural Area Project Special Provisions REVISION OF SECTION 625 CONSTRUCTION SURVEYING Section 625 of the Standard Specifications is hereby revised for this project as follows Subsection 625 01 is hereby revised to include the following The City of Fort Collins will provide all construction survey staking for the project August 2007 All survey staking required for this project shall be requested by the Contractor in writing at least five (5) working days prioi to the staking needs to be placed in the field This notification period may be reduced by the Engineer dui ing periods of ongoing construction staking The Contractor shall specify the onsets required for each Stu Vey item This intormahon shall be provided at the pre -construction meeting All survey staking destroyed by the Contiactor, vandalism of by any other reason will be replaced at the Contractor's expense The Contractor's designated representative will be requited to authorize any iequested re -staking of additional services at the nine the services are completed Services designated as extra will be billed at an hourly rate per the prevailing rate schedule of the surveyor All existing survey monuments and piopeuy cornei located outside of the project grading limits as defined on the plans that aie damaged or desuoyed by the Contractor will be replaced at the Contractor's expense All existing survey monuments and property corners located within the project grading limits which are intended to ienwin in place and intact is defined on the plans shall be protected by the Contractor Where necessary monuments, property comers, and section corners will be adjusted or replaced by the City for this protect Control Location of horizontal and vertical control points will be piovided at approximately 1000-loot intervals Monuments will be set outside the limits of construction Easements and Right of Way Tempoi my coma uction easements ( I'CE) and those portions of sight of way between TCE's will be staked at 100 toot intervals on tangents PCs, 50 loot intervals on curves, angle points and comer poem Excavation and Embankment a One set of slope stakes at 50-toot unct vals (stations) on each side of the proposed toad includutg rntersecuons Staking mfoimauon to include cut/fill for • ` ]unit of cut or limit of fill ' location • decision point (ditch flowline of grade break) • edge of pavement • roadwaycenteiline 35 Soapstone Prairie Natural Area August2007 Project Special Provisions -2- REVISION OF SECTION 625 CONSTRUCTION SURVEYING b One set of shoulder and/or curb stakes at 50-toot stations on each side of the road including intersections c One set of slope or shoulder stakes for the grading of each driveway and field access d Ditch grades shall be defined by the slope staking described above Stm in Di amage One set of offset stakes for each storm dram pipe Subgrade and Paving a One set of blue top Subgrade stakes at 50-Coot stations on tangents, PCs and PT's after completion of the Subgrade preparation Stakes to be set at 25-foot stations for horizontal curves with a radius less than 1,000 feet and at all vertical curves Blue tops will be set on centerline and the edge of pavement on both sides of the roadway These blue tops will remain in place to be used for the aggregate base course of paving operations Signs One set of stakes to locate each sign Property Corners and Section Corners Reset property corners located along the right of way and section corners within the project grading limits 36 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Soapstone Prairie Access Road BID NO. 6061 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLIN September 4, 2007 — 3:00 P.M. (OUR CLOCK) Soapstone Prairie Natural Area August 2007 ProjectSpecial Provisions TRAFFIC CONTROL PLAN — GENERAL The key elements of the Contractor's method of handling traffic (MHT) are outlined in subsection 630 09 The components of the TCP for this project are included in the following • City of Fort Collins Woik Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U S Department of Transportation), or applicable statutory requirements of authority having jurisdiction Fort Collins Handbook takes piecedence over Manual of Uniform Traffic Control Devices • Section 630 of the specifications • Revision of Sections 100, 104, and 108 of these Project Specifications • Standard Plan S-630-I, Traffic Controls for Highway Construction, Case and Standaid Plan S-630-2 • Signing Plans • Construction Traffic Control Plans Special Traffic Control Plan iequirements for this project are as follows A The Contractor shall submit his own detailed Traffic Control Plan for the work for approval by the Owner The submittal shall be made at least two weeks before implementation of any element of the plan Adjustments to the approved plan may be required by the Ownei based on actual traffic operation B Closures of County roadways will not be allowed C The Contractor shall, at all times, provide toi emergency vehicle access into and through the construction site D Keep traffic aieas free of excavated material, construction equipment, pipe, and othei materials and equipment E Conduct operations in a manner to avoid unnecessaiy interference with public and piivate roads and drives F Provide and maintain continual tempoiary access for businesses and icsidences 37 Soapstone Prairie Natural Area August2007 Project Special Provisions 2 TRAFFIC CONTROL PLAN — GENERAL G Roadway Usage Between Operations — At all times when work is not actually in progress, Contractor shall make passable and shall open to traffic such portion s of the project and temporary roadways on portions thereof as may be agreed upon between Contractor and Owner and all authorities having jurisdiction over any properties involved H The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless directed I The Contractor shall coordinate Traffic Control activities with the City of Fort Collins Traffic Engineering to assure that work activities by those departments are coordinated with the Contractor's activities At the least 48 hours notice is required J The Contractor shall maintain a 10 foot travel lane at all times from Station 101+00 to Station 262+00 K The Contractor shall provide a flagger for equipment, trucks, or other pertinent construction equipment during certain construction activates The Engineer shall provide input as to when a flaggei is needed of not 38 Soapstone Prairie Natural Area Project Special Provisions UTILITIES The tollowmg Utilities are known to be within the project limits: Utility/Agency Contact Electric — PV REA Rod Bledsoe Telephone - Qwest Lmdon Spencer Traffic Operations — City of Fort Collins Waid Stanfoid August2007 Phone (970) 226-1234 (970)377-6411 (970) 221-6820 The work descr ibed in these plans and specifications will mequmre full coordination between the Contractor and the Utility Companies, in accordance with Subsection 105 06 and while performing their respective opei ations, so the utility work can be completed with minimum delays to all parties concerned The following utility work shall be performed by the Contractor: The Contractor shall be responsible for coordinating the adjustment of all utilities on this project and scheduling the work to coincide with construction activities The Contractor shall keep each utility company advised of any work being done in close pioximrty to their facilities by the contractor's forces, so that each utility company can coordinate their inspections Provide written notice to each utility company, with a copy to the Engineer, prior to any wm k by a utility company that is to be coordinated with project construction A minimum of three (3) calendar weeks of prior notice is required Contractor to obtain necessary permits forin the City and utility companies prior to starting construction activities General The Contractoi shall comply with Aiticle 1 .5 of Title 9, CRS ("Excavation Requirements"), when excavation or gmaduig is planned in the area of underground utility facilities The Contractor shall notify all atdected utilities at least three (3) business days prim to commencing such opeiations Contact the Utility Notification Center of Colorado (UNCC) to have locations of UNCC-regtsteied Imes marked by membet companies Call 1-800-922-1987 tom locate requests outside the Denver Metio area All other undeigiound facilities shall be located by contacting the respective company Utility service laterals shall also be located prior to beginning excavation of grading The location of utility facilities, as shown on the plans and ptolile sheets and descm robed herein, were obtained hom the best available utlorination All costs Incidental to file foregorng iequuements will not be paid toi separately, but shall be included in the woi k 39 SUBSURFACE EXPLORATION REPORT LARIMER COUNTY ROAD 15 - STRUCTURES SOAPSTONE RANCH ACCESS LARIMER COUNTY, COLORADO EEC PROJECT NO. 1072015A EARTH ENGINEERING CONSULTANTS, Inc April 23, 2007 Anderson Consulting Engineers, Inc 772 Whalers Way, suite 200 Fort Collins, CO 80525 Attn Mr Gregg Koch Re Subsurface Exploration Report Lanmer County Road 15 - Structures Soapstone Ranch Access Lanmer County, Colorado EEC Project No 1072015A Mr Koch The subsurface exploration requested for proposed drainage crossings as a part of the Lartmer County Road 15 improvements for access to Soapstone Ranch has been completed The Latimer County Road 15 improvement will be north of LCR 84 The proposed structures associated with the roadway improvements include bridges over Rawhide Creek and Wire Draw and a reinforced box culvert over Wire Draw Tributary In general, the subsurface conditions encountered at the proposed structure locations include granular soils over highly weathered claystone bedrock Based on results of the field borings and laboratory testing, we recommend the two (2) bridge structures be supported by drilled pier foundations and the reinforced concrete box by shallow foundations Recommendations for the outlined foundations are provided in the attached report Recommendations for the roadway improvements for LCR 15 are provided in a separate report 4396 GREENFIELD DRIVE WINDSOR, COLORADO 80550 (970) 54 5-3 90 8 FAX (970) 653 0282 Earth Engineering Consultants, Inc EEC Project No 1072015 April 23,2007 Page 2 We appreciate the opportunity to be of service to you on this project If you have any questions concerrung the enclosed report, or if we can be of further service to you in any other way, please do not hesitate to contact us Very truly yours, Earth Engineering Consultants, Inc. Lester L Litton, P E Principal Engineer SUBSURFACE EXPLORATION REPORT LARIMER COUNTY ROAD 15 - STRUCTURES SOAPSTONE RANCH ACCESS LARIMER COUNTY, COLORADO EEC PROJECT NO. 1072015A April 23, 2007 The subsurface exploration for the drainage crossing structures associated with the proposed improvements to L C R 15 access to Soapstone Ranch in Latimer County, Colorado, has been completed Seven (7) soil bonngs extending to depths of approximately 15 to 30 feet below present grades were advanced in the proposed structure areas to develop information on existing subsurface conditions Results of those borings and a diagram indicating the approximate bonng locations are provided with this report Eight (8) additional borings were completed for evaluation selected portions of the roadway and evaluations of a proposed borrow area The results of the roadway borrow area borings and recommendations for selected roadway improvements are provided in a separate report We understand three (3) new structures wiI I be constructed across existing dramageways as a part of the improvements for Larimer County Road 15 Those structures include a multi span bridge at Rawhide Creek, a one or two span bridge at Wire Draw and a reinforced box culvert at the Wire Draw Tributary The approximate locations of the proposed improvements are indicated on the attached location diagrams Foundation loads for the bridges are expected to be light to moderate and loads on the box culvert will be light Small grade changes are expected to develop the structure approaches The purpose of this report is to describe the subsurface conditions encountered in the test borings, analyze and evaluate the test data and provide geotechmcal recommendations concerning design and constriction of foundations for the proposed strictures Earth Engmecrmg Consultants, Inc EEC Project No 1072015 April 23, 2007 Page 2 EXPLORATION AND TESTING PROCEDURES The boring locations were established in the field by Earth Engmeenng Consultants, Inc (EEC) personnel by pacing and estimating angles from identifiable site features The approximate boring locations are indicated on the attached bonng location diagram Those boring locations should be considered accurate only to the degree implied by the methods used to make the field measurements The borings were performed using a truck mounted, CME 45 drill rig equipped with a hydraulic head employed in dnlling and sampling operations The boreholes were advanced using 4-mch nominal diameter continuous flight augers and samples of the subsurface materials encountered were obtained using split -barrel and California barrel sampling procedures in general accordance with ASTM Specification D-1587 Additional samples were obtained using tlun walled "Shelby" tube sampling procedures In general accordance with ASTM Specification D-1586 In the split -barrel and California barrel sampling procedures, standard sampling spoons are driven into the ground by means of a 140-pound hammer falling a distance of 30 inches The number of blows required to advance the split -barrel and California barrel samplers is recorded and is used to estimate the in -situ relative density of cohesionless materials and, to a lesser degree of accuracy, the consistency of cohesive materials and hardness of weathered bedrock All samples obtained in the field were sealed and returned to the laboratory for further examination, classification and testing Moisture content tests were completed on each of the recovered samples The unconfined strength of appropriate samples was estimated using a calibrated hand penetrometer Atterberg limits and minus 200 wash tests were completed on representative samples to evaluate the quantity and plasticity of the fines in the subgrades Swell/consolidation tests were performed on selected samples to evaluate the soils tendency to change volume with variation in moisture content Results of the outlined tests are indicated on the attached boring logs and summary sheets Earth Engineering Consultants, Inc EEC Project No 1072015 April 23, 2007 Page 3 As a part of the testing program, all samples were examined in the laboratory by an engineer and classified in accordance with the attached General Notes and the Unified Soil Classification System, based on the soils texture and plasticity The estimated group symbol for the Unified Soil Classification System is indicated on the boring logs and a brief description of that Classification System is included with this report Classification of bedrock was based on visual and tactual observations of disturbed samples and auger cuttings Conng and/or petrographic analysis may reveal other rock types SITE AND SUBSURFACE CONDITIONS The Soapstone Ranch access will be Latimer County Road 15 as an existing gravel surface roadway extending north from Latimer County Road 84 The roadway crosses several drainage ways including Rawhide Creek, Wire Creek and Wire Creek Tributary with no structures currently in place at those crossings We understand the new structures over the Rawhide Creek and Wire Creek drainages will be bndges with the Wire Creek Tnbutary crossing being a reinforced concrete box, The water flows in the drainage ways are intermittent Based on results of the field borings and laboratory testing, subsurface conditions can be generalized as follows The overburden soils in the seven (7) borings completed for the pioposed structure improvements consisted predominately of essentially granular materials with occasional tones of silty and/or clayey soil The granular matenals were medium dense and extended to depths ranging from approximately 6 to 12 feet Those materials were underlain by highly weathered to weathered claystone/sandstone bedrock The claystone/sandstone bedrock became less weathered with depth and was moderately hard The bedrock extended to the bottom of the borings at depths ranging from approximately 15 to 30 feet below present site grades Earth Engineering Consultants, Inc EEC Project No 1072015 April 23, 2007 Page 4 The stratification boundaries indicated on the boring logs represent the approximate locations of changes in soil and rock types, in -situ, the transition of materials may be gradual and indistinct WATERLEVEL OBSERVATIONS Observations were made while drilling and after completion of the borings to detect the presence and depth to hydrostatic groundwater Free water was observed in the test borings at depths of approximately 6 to 8 feet at Rawhide Creek at the time of drilling. No free water was observed in the borings completed at Wire Draw and Wire Draw Tributary Fluctuations in groundwater levels can occur over time depending on vanations in hydrologic conditions, the presence of water in the drainage ways and other conditions not apparent at the time of this report Perched and/or trapped water can be encountered in the subgrade soils at varying times through the year Perched water is commonly encountered in soils immediately overlying less permeable weathered bedrock The location and amount of perched and/or trapped watei can also vary over time depending on variation in hydrologic conditions and other conditions not apparent at the time of this report ANALYSIS AND RECOMMENDATIONS Reinforced Box Culvert Based on the materials observed at the test boring locations, we anticipate the reinforced concrete box would be supported on brown and reddish brown sand and gravel A lone of oiganic lean clay was observed in boring B-6 near the location of the box culvert If those materials are encountered beneath the base of the box at the time of construction, the organic materials should be removed and replaced with the sands and gravels Sands and gravels below the box culvert should be compacted to at least 100% of the materials maximum dry CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SOILS REPORT Earth Engineering Consultants, im, EEC Project No 1072015 April 23, 2007 Page 5 density as determined in accordance with ASTM Specification D-698, the standard Proctor procedure prior to placement of the overlying structure For design of the base of the box culvert, we recommend using a net allowable total load soil bearing pressure not to exceed 3 500 psf for the box culvert supported in natural sands and gravels or newly placed and compacted sand and gravel fill The sands and gravels could be used to support footing foundations associated with the box culvert and the base of the culvert Appropriate cutoff walls should be constructed to prevent piping of soils below or adjacent to the structure The walls of the reinforced concrete box could be designed using a lateral earth pressure of 60 pounds per cubic foot including any additional surcharge loads That "at -rest" equivalent fluid pressure does not include a factor of safety nor an allowance for hydrostatic loading Retaining wing walls associated with the reinforced concrete box culvert could also be supported on footing foundations bearing on the natural sands and gravels Those retaining wing walls could be designed for a maximum toe pressure of 3,000 psf An angle of internal friction of 35' could be used for footing foundations supported on the granular materials The retaining walls should be designed for an active equivalent fluid pressure of 35 pounds per cubic foot That fluid pressure assumes no hydrostatic loading and assumes horizontal backfill The active fluid piessure also assumes no surcharge loads The active pressure assumes rotation of the retaining wall with that rotation typically assumed to be 0 5% times the height of the wall Backfill placed behind the retaining walls and adjacent to the reinforced concrete box should consist of approved, low volume change materials free from organic matter and debris The site sands and gravels could be used for fill in this aiea Those materials should be placed in loose lifts not to exceed 9-inches thick, adjusted in moisture content and compacted to at least 95% of the materials maximum dry density as determined in accordance with ASTM Specification D-698- the standard Proctor procedure Care should betaken when placing fill Earth Engineering Consultants, Inc EEC Project No 1072015 April 23, 2007 Page 6 and backfill adjacent to the retaining wall and box to prevent placing undue lateral stresses on the below grade wall Bridge Structures Bridges will be constructed for the crossings at Rawhide Creek and Wire Draw At those locations, overburden soils extend to depths on the order of 8 to 12 feet and are underlain by highly weathered to weathered claystone bedrock We recommend the new bridges be supported on drilled pier foundations bearing in the underlying claystone bedrock Those foundations should extend into the underlying bedrock a minimum of 15 feet with a minimum pier length of 25 feet The drill pier foundations could be designed using a total load end bearing pressure of 25 kips per square foot and a friction value of 2500 psf Parameters are provided below for design of the pier foundation using the L- pile design program TABLE I — L-PILE DESIGN PARAMETERS Sand and Gravel Overburden Claystone Bedrock Wet Unit Weight (pef) 120 110 Buoyant Unit Weight (pcf) 60 - Cohesion (pef) (c) - I 8000 Friction Angle 350 Soil Modulus (k) 60 per 800 per e5o 0 004 The bridge approaches should be constructed with approved, low volume change material free from organic matter and debris The site essentially granular soils or sandy lean clay soils could be used for fill in these areas Those fill materials should be placed in loose lifts not to exceed 9-inches thick, adjusted in moisture content and compacted to at least 95% of the materials maximum dry density as determined in accordance with ASTM Specification D-698, the standard Proctor procedure The moisture content of the site granular soils should Earth Engineering Consultants, inc EEC Project No 1072015 April 23, 2007 Page 7 be adjusted to a workable moisture and the site cohesive soils adjusted to be within f 2% of standard Proctor optimum moisture at the time of placement The approach soils will exert unbalanced lateral earth pressures on the structure abutments We recommend using active equivalent fluid pressure of 35 pounds per cubic foot for design of those abutments excluding any surcharge or hydrostatic loads That equivalent fluid pressure does not include a factor safety No unusual problems are anticipated in completing construction of the dnll pier foundations Free water was observed in essentially granular soils at the time of drilling We anticipate temporary casing of the granular soils we require to prevent influx of soil and water into the open boreholes At the time of dnllmg, care should be taken to maintain sufficient head on the concrete to prevent necking down of the drill pier upon pulling the casing The drilled pier should be reinforced full depth to allow for transfer of uplift forces in the claystone bediock GENERAL COMMENTS The analysis and recommendations presented in this report are based upon the data obtained from the soil borings performed at the indicated locations and from any other information discussed in this report This report does not reflect any variations which may occur between borings or across the site The nature and extent of such variations may not become evident until construction If variations appear evident, it will be necessary to re-evaluate the recommendations of this report It is recommended that the geoteclwical engineer be retained to review the plans and specifications so comments can be made regarding the interpretation and implementation of our geotechnical rccommendations in the design and specifications It is further recommended that the-cotechnical engineer be retained for testing and observations during earthwork and foundation construction phases to help determine that the design requirements are fulfilled Earth Engineering Consultants, Inc EEC Project No 1072015 April 23, 2007 Page 8 This report has been prepared for the exclusive use of Anderson Consulting Engineers, Inc for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranty, express or implied, is made In the event that any changes in the nature, design or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report are modified or verified in writing by the geotechnical engineer DRILLING AND EXPLORATION DRILLING & SAMPLING SYMBOLS SS Split Spoon - 13/8" I D , 2" O D , unless otherwise noted PS Piston Sample ST Thin -Walled Tube - 2" O D, unless otherwise noted WS Wash Sample R Rang Barrel Sampler - 2 42" I D , 3" O D unless otherwise noted PA Power Auger F-I Fish fail Bit HA Hand Auger RB Rock Bit DB Diamond Bit = 4", N, B BS Bulk Sample AS Auger Sample PM Pressure Meter HS Hollow Stem Auger WB Wash Bore Standard "N" Penetration Blows per foot of a 140 pound hammer falling 30 niches on a 2-inch O D split spoon, except where noted WATER LEVEL MEASUREMENT SYMBOLS WL Water Level WS While Sampling WCI WetCave m WD While Drilling DCI Dry Cave in BCR Before Casing Removal AB After Boring ACR After Casting Removal Water levels indicated on the boring logs are the levels measured in the borings at the tune indicated In pervious soils, the indicated levels may reflect the location of ground water In low permeability soils, the accurate determination of ground water levels is not possible with only short tern observations DESCRIPTIVE SOIL CLASSIFICATION Soil Classification is based on the Unified Sod Classification system and the ASTM Designations D-2488 Coarse Grained Sods have move than 50% of their dry weight retamed on a 9200 sieve, they are described as boulders, cobbles, gravel or sand Fine Gramed Soils have less than 50% of their dry weight retained on a 4200 sieve, they are described as clays, if they are plastic, and silts if they are slightly plastic or non -plastic Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size In addition to gradation, coarse grained sods are defined on the basis of their relative in -place density and fine grained soils on the basis of their consistency Example Lean clay with sand, trace gravel, stiff (CL), silty sand, trace gravel, medium dense (SM) CONSISTENCY OF FINE-GRAINED SOILS Unconfined Compressive Strength, Qu psf Consistency < 500 Very Soft 500 - 1 000 Soft 1,001 - 2,000 Medium 2,001 - 4,000 Stiff 4,001 - 8,000 Very Stiff 8,001 - 16,000 Very Hard REI,ATIVF DENS1I Y OF COARSE -GRAINED SOILS N-Blows/ft Relative Density 0-3 Very Loose 4-9 Loose 10-29 Medium Dcnse 30-49 Dense 50-80 Very Dense 80 + Extremely Dense PHYSICAL PROPERTIES OF BEDROCK DEGREE OF WEATHERING Slight Slight decomposition of parent matenal on joints May be color change Moderate Some decomposition and color change throughout High Rock highly decomposed, may be extremely broken HARDNESS AND DEGREE OF CEMENTATION Limestone and Dolomite Hard Difficult to scratch with knife Moderately Can be scratched easily with knife Hard Cannot be scratched with fingernail Soft Can be scratched with fingernail Shale, Siltstone and Claystone Hard Can be scratched easily with knife, cannot be scratched with fingernail Moderately Can be scratched with fingernail Hard Soft Can be easily dented but not molded with fingers Sandstone and Conglomerate Well Capable of scratching a knife blade Cemented Cemented Can be scratched with knife Poorly Can be broken apart easily with fingers Cemented Soil Closslficauan Group Group Nome Cniena far Assigning Group Syltiole cnd Gfwp names 65m9 Laboratory Tests Symbol Coarse --Grained Gravels more than Clean Gravels Less Sails more than 50% of course than 5% fines Cu>t and <Cc53E GW Well -graded grovel` 50% retained on rrochan relmned No 200 sieve on No a sieve Cu<4 and/or I>Ce>31 GP Poorly-groded gravel` Gravels pith Fines Fines classify as ML or MH GIN Silly grovel, GH more than 127 — Fines Fines classify as CL or CH GC Clayey Gravel"" Sands 50% or Clean Sands Less Cu>6 and 1<17-c<3f Sys We'I-graded send' ,,ore coarse than 5% fines fraction posses Ca<6 and/or I>Cc>3r SP Pearly -graded sand' No 4 sieve Sands with Fines Fines classify as ML or MH Sly! Silty sand`"d more than 12% — fir,es Fines classify us CL or CH SC Clayey sand L9 Flne-Grinned Silts and Clays moraamc PI>7 and plots on or above "A Lme' CL Lean clay"' Soils 50% or Liquid Limit less more posses the than 50 PI<4 or plots below 'A'Line' ML Slit"'" No 200 sieve - organic Liquid Limit - oven dried Organs clay— <0 75 OL — Liquid Linnt - not dried Oraan-c silt"''° Silts and Clays inorganic PI plots on or above 'Aline CH Fat clay Liquid Limit 50 or -- more PI plots below "A11ne MH Elastic Silt — organic Liquid Limit - oven dried Organic clay"-"' <0 75 OH Liquid Limit - not dried Organic sdt-"o Highly organic sods Primarily organic molter, dimt in color, and organic odcr PT Peat 'emed oo tn_ me Wwl pawing the 3-u+ (25- cCu-Dip/D� Cc= (D,) `II sod con s 15 to 29SPIuz No 200 odd c 'eilh 'With m) x,c Vmmple b-x 0 more" r gra.ef whicic.cr e: zit Geld ..monied r citIms o wldvs GrcdaminanL r both odd 'mlh cobbles or boaidms or bath 4t sod canto.., > 30' pine Na 2➢0 co group name 9+ sea mnlains 115% wnd odd -th sand%. ane vdd 'sand) to grad' Crave6 WIN 5 In IY'. ones reamred coal .ymbds• 9ra"? "a'"` name. "II and epneemn z 307 mas It. 200 GYr- graded .Ib, sdl CpA w,n gruvN 91 dncs clsesd CL-ML use daol bol zten P-,dommvn Uy gravel add "ymvelY N ",y, GW-GC well-groded a we day GC -CM ar SC Si+ 'if — cvcrgm¢ ode .dh arganm fnas to omr GP -GM paarlrgraticd grwtl xilb z�ll . 9xP " _� °P121 mod p-.is an or above A Imo oP154 "A" GP -GC poorly -graded grevel .db cloy ^ Sands II so] ccntmns +15P.grovel add wdh growl' or plots below Ins A Inc WIN 5 In 1Z9 fir" rcgwe Coal to gm"P n me 'Iota on or about °ai 'A" symhcl: S -SM sand ndh if. 9f ^tterbcgnlemi's pints waded c'ee sod 's c Plots below Imo —1-eroded :and clay sw-sG ..ody M-Uti cdiy deg .d 5P-SM Pamly groded z.rd rviN - SP-SC' poorly gmdLd mntl x�in der 6. so d is a (vn�Yrm�C 6ulnn 1 .0 r ;o 1 Ib 1Pl of 1 b LL-ESS VarLLd q ILv15 ie T+) Nm Pi=G9 (LL-E� =�. ` G � P G MI-1 ale of-{ — 1 5a 6d -o ea -a 1. lid L'OVID LIMIT (i L) Sheet 6 '1 Sheet 4 I' 1 � North Not to Sc.], ` She t 3 I t I_ Sh t-2-- I BORING LOCATION DIAGRAM NORTH COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO EEC PROJECT # 1072015 DATE MARCH 2007 1'agc I of S EARTH ENGINEERING CONSULTANTS No Text I i I \ I I 1 B_7 (I'l-G I North, Not to Scale j (I � 1 I / I I IIII � 1 r I \ r � f BORING LOCATION DIAGRAM NORTH COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY COLORADO EEC PROJECT # 1072015 DATE MARCH 2O07 Neye l of G EARTH FNGINEER[NG CONSULTANIS CR 15 AT SOAPSTONF RANCH LARTMFR, COLORADO EEC PROJECI No 1072015 MARCH 2O07 Im SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE MARCH 2O07 LOG OF BORING 13-1 RIG TYPE GME45 SHEET 1 OF i WATER DEPTH FOREMAN DG START DATE 018/30D7 WHILE DRILLING 9' AUGER TYPE 4" CFA FINISH DATE 31W2007 AFTER DRILLING NIA SPT HAMMER MANUAL SURFACE ELEV WA 24 H0UR 8 SOIL DESCRIPTION D N au me DD AumlTs 2. SWELL LL PI PRESSURE % ® 600 PSF TYPE IFEETI IOLOWSiTr) (FSF) Re (PCF) M) SILTY CLAY (CL) 1 Emwn z g -s cs 14 wa 33 29 m 154 SAND a GRAVEL _ Brown I R0I Geav 6 8 _9 SS _ In 3) 9000, 188 HIGH LY'NEATHERED CLSYSTONE GD, 12 3 a cs _ cols s No sam le Recove IS IB II 1 C$ 19 50/6 5 90004 17 9 1122 RB 72 i 23 24 SS _ WA 90004 216 26 25 27 ttt 20 9 SS SOI43 3500 202 O _ _ BOTTOM OF BORING DEPTH 295 31 t( 32 { 99 L 36 36 _3 _ 9B 39 41 437 I 44 45 48 0] 4s f „ I Earth Engineering Consultants LARIMER COUNTY ROAD,15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072016 DATE MARCH 2O07 LOG OF BORING B-2 RIG TYPE CME0. SHEET 1 OF 1 WATER DEPTH FOREMAN OG START DATE 318/2007 WHILE DRILLING _ 55 AUGER TYPE 4" CFA FINISH DATE 318/2007 AFTER DRILLING N/A SET HAMMER MANUAL SURFACE ELEV NIA 24 HOUR B' SOIL DESCRIPTION D N AU Mc DO ADMITS 200 SWELL LL PI PRESSURE % 500 PSF TYPE (FEET) (BLOWSIFT) PSn ml (Pcn I%) SILTY CLAY Brown I 2 BANDSGRAVEL Bmwn I RM I Gray 3 Bp SS - R 21 NIA 36 5 6 e SILTY CLOY (Cy Olne Brown B 21 NIA 190 SS _ fo II HIGHLY WEATHERED CUYSTONE Grey 12 IJ 65 11 5D 9000• P 6 16 to 9 SOItO B000• 230 SS 20 31 ?2 _31 - R5 _ 5016 9000+ P ) 26 2fi 2] 38 9 55 _ 5015 9000• 1] L 1112 7_j 48 25 B] 8 0 BOTTOM OF BORING DEPTH 295 31 32 ]d 3a as ) x m 1; _J9 qg 0 <3 1) 44 45 11 a 68 69 50 51 i Earth Engineering consultants LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE MARCH 2O07 LOG OF BORING 8 3 RIG TYPE CME45 SHEET 1 OF 1 WATER DEPTH FOREMAN OG START DATE 31812007 WHILE DRILLING 6' AUGERTYPE 4 CFA FINISH DATE 3IW2007 AFTER DRILLING NIA SPT HAMMER MANUAL SURFACE ELEV NIA 24HOUR 5' SOIL DESCRIPTION O N OU MC plIMR9 200 SWELL LL % PRESSURE 'A @ MO PSF TYPE (FEET 10LOWSIFT) (psn (%) IDS IPCF) (%) SILTY GUY 3.' 1� 2 SAND 3 GRAVEL _ Brown / Red /G2Y ] 9 N/A 43 0 9 L HIGHLY WEATHERED CIAYSTONE 55 _ 35 ----8_ 9000a 200 prey to 999 ilz I] ss l: son 5 9000. 184 16 la 17 19 19 CS 5DI5 9D00+ 189 1107 45 20 936 i0 it zi is is ss _ 25 5016 9000+ 10 9 y3 '26 202i $9 0 BOTTOM Of BORING DEPTH 29 Y ]2 3 ]] 34 ]7 as }yjy5 t y J9 40 j S $$$§ al 42 -4a _ "as 46 47 1 j I g 49 60 51 I � art ngmeenng onsD to nis LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECTNO 1072015 DATE MARCH 2O07 LOG OF BORING Bd RIG TYPE CME46 SHEET i OF 1 WATER DEPTH FOREMAN DO START DATE 3/812007 WHILE DRILLING NIA AUGER TYPE 4' CFA FINISH DATE 3/8I2007 AFTER DRILLING NIA SPTHAMMER MANUAL SURFACE ELEV NIA 24HOUR NIA SOIL DESCRIPTION D N DO Nc DO AUNIT9 200 SWELL LL PI PRESSDRE %® Epp PSF TYPE (Feep 1BLO_F, (PSF) 'Al IPCF) 1%) SAND d GRAVEL _I- z Brown 1 Red I Gray 3 55 _ 6 6 - 8 _ 1 14 9000. 112 I HIGHLY WEATHERED CLAYSTONE Grey E9 OS 50155 9000• 150 1177 40 17 621 t0 12 13 _ le N/A 80001 12 9 BOTTOM OF BORING DEPTH 15 d 1B 19 20 — —2 23 26 26 21 I I 20 2g— 30 ]I j' I _ J2 ]3 I N 35 j 3 _3J _G 39 40 :f i a3 as d5_ 96 47 �ae 49 eo- si I a ng meenng or LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE MARCH 2007 LOG OF BORING B-5 RIG TYPE CME45 SHEET i OF 1 WATER DEPTH FOREMAN OG START DATE 31812007 WHILE DRILLING N/A AUGER TYPE 4 CFA FINISH DATE 31812007 AFTER DRILLING NIA SPT HAMMER MANUAL SURFACE ELEV N/A 24 HOUR N/A SOIL DESCRIPTION D ry Du MD DD AUMITS -1<'0 SWELL LL PI PRESSURE 'A 4i Se0 P5F TYPE IFEBN ISLOWSIM (PSF) VAI IPCFI CFI SANDY LEAN GLAY (CL) Oryenom.'a u 15 6000 109 696 42 13 611 CS I J I 17 9000. 65 6 6_ T e _ I BAND 8 GRAVEL 55 _ 9L 0 10 CLAYBIDNE Brown I Owa l Rust U 55 _ 500 9000 170 6 _ le BOTTOM OF BORING DEPTH IS li le i 19 20 21 91 ]J 24 36 U 2 2 3 19 � JO J3 Jd is I k Js J9 -41 u -42 4J u 4s 6 4] 11 _99 51 t i LARIMER COUNTY, LOG OF BORING B-6 RIG TYPE CME45 SHEET 1 OF 1 WATER DEPTH FOREMAN DO START DATE 11W2007 WHILE DRILLING N/A AUGER TYPE 4 CFA FINISH DATE 3f8@007 AFTER DRILLING N/A SPT HAMMER MANUAL SURFACE ELEV NIA 24 HOUR N/A SOIL DESCRIPTION D N ou me Do ALLMRS 200 SWELL TYPE IFSETI (9L01V9/Fn IPSF) I%) (PCFI LL T PI om PRESSURE % It600 FEE SANDY LEAN GI -AY (CL) I- Calwreaus _ Oryancs 2 3 a _ _ i39i SAND &GRAVEL CS 18 NIA 63 J6 t] 289 Blown / Rod I Gtev S 6 e SANDY CI -AY WITH GRAVEL (CLI Olive Bron 9 BE _ 10 II I 13 9000a 15 0 9000a 12 715]GLYSTONE Brown/01 /Rusl _ 12 I] 14 _ 15 _ SS 50111 9000r 9 B BOTTOM OF BORING DEPTH 15 10 i] 99 6 -1B 19 20- 21 237 24 36 M 2] 20 29 30 -J1 -dz I I - _ 33 30 I e ]fi JT 38 ]9 _44 —43 a4 ggg as to 4> a9 In- w 1 LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1OT2015 DATE MARCH 2O07 LOG OF BORING B T RIG TYPE CME45 SHEET 1 OF 1 WATER DEPTH FOREMAN DO START DATE 3IN2007 WHILE DRILLING NIA AUGER TYPE 4" CFA FINISH DATE 31M/200T AFTER DRILLING WA SPT HAMMER MANUAL SURFACE ELEV WA 24 HOUR NIA SOIL DESCRIPTION D N OU MC OD A1Ll i5 In SWELL TYPE IFEET) (BLOWSIFTI (I (XI (PCn LL PI I%) PRESSURE A� We PSF SAND M GRAVEL 1 Brown/Red/Grey _2 4 CS _ 20 90W+ 63 1095 20 12 253 6 6 HIGHLY WEATHERED CIAYSTONE INTERBEDDED SANDSTONE 0 Bre. / Olrve /Rust _9 55 10 WA 133 Stiffer a 11 H CS i6 _ _ 5618 9000+ ] B 11 B 6 15 18 DOTTOM OF BORING DEPTH 15 11 I 10 19 �20 21 2 2- -2a 25 26 2] IS 29 10 1 36 I 3J y 16 et 3) I P l9 I al I jg u 43 _aa I y 66 5 ({ " ea E I 4 So Earth Engineering Consultants SWELL / CONSOLIDATION TEST RESULTS 10 — - I I _ I I I I I i I I I i m i I I 2 0 c i Water Added 2 C_4 - 6 -10 U i 001 01 1 10 Load(TSF) Project LCR 15 @ Soapstone Ranch Larimer County, Colorado Project # 1072015 Date March 2007 qw SWELL / CONSOLIDATION TEST RESULTS Material Description Grey Claystone Sample Location Boring 3, Sample 4, Depth 19' Liquid Limit 45 Plasticity Index 20 1 % Passing #200 93 6% Beginning Moisture 15 6% 1 Dry Density 113 0 pcf JEnding Moisture 21 0% Swell Pressure 9000 psf % Swell @ 500 psf 5 5% 10 - -- - - i I i I fl me I ' 1 I 4 - - -- I I I I f � c 2 - — E m 0 o— -- - - � i 11 I I m W tef Added 0 2 — - I I I I c-4 - - Q a I ( o � I U I i -$ - I I 001 01 1 10 Load(TSF) Project LCR 15 @ Soapstone Ranch Larimer County, Colorado Project # 1072015 Date March 2007 qw SWELL! CONSOLIDATION TEST RESULTS Material Description Olive Brown to Grey Claystone Sample Location Boring 4, Sample 2, Depth 9' Liquid Limit 40 IPlasticity Index 17 %Passing #200 62 1 % Beginning Moisture 14 2% JDry Density 116 2 pcf Ending Moisture 17 1 % Swell Pressure 3200 psf % Swell @ 500 psf 1 1 % 10 --- i °J6 - - --- - - - -- 3 to i I 4 - - - - � i ' � I c 2 - -- i m � E y 0 — - c Water Added Q. Q. -2 i 04 i i i i -10 001 01 1 10 Load (TSF) Protect LCR 15 @ Soapstone Ranch Larimer County, Colorado Project # 1072015 Date March 2007 i����5`' a;� m�, t"a �, e n, ��I,�wM � a • Sheet 6 of 88, replace the Tabulation of Clearing & Grubbing with the following TABULATION OF CLEARING & GRUBBING STATION - STATION ACRE REMARKS CLEARING & GRUBBING 101+00 - 105+00 32 RAWHIDE CREEK 111+00 - 124+00 11 140+50 - 141+75 05 WIRE DRAW TOTAL & FOR ESTIMATE 48 1) CLEARING & GRUBBING INVOLVES REMOVING BRUSH AND SMALL TREES (6" AND SMALLER) INSIDE THE CONSTRUCTION LIMITS • Sheet 6 of 88, delete note 7, under Tabulation of fence, cattle guards, & metal gates SPECIFICATIONS -PROJECT SPECIAL PROVISIONS- SEE ATTACHED • Remove and replace Revision of Section 202 — Removal of Fence • Remove and replace Revision of Section 212 — Seeding, Fertilizer, Soil Conditioner, and Sodding • Remove and replace Revision of Section 216 — Soil Retention Covering • Add Revision of Section 607 — Fences • Add Revision of Section 611 — Cattle Guard • Add Revision of Section 614 — Traffic Control Devices PRE -BID ATTENDANCE SHEET- SEE ATTACHED Please contact John D Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED SECTION 00020 INVITATION TO BID Date August 14, 2007 Sealed Bids will be received by the City of Fort Collins (hereinafter r ferred to as OWNER), at the office of the Purchasing Division, 3.00 P M., our clock, on September 4, 2007, for the Soapstone Prairie Access Road, BID NO 60 1. If delivered, they are to be delivered to 215 North Mason Street, 2°d Floor , Fort Collins, Colorado, 80524 If mailed, the mailing address is P. 0 Box 580, Fort Collins, CO 80522-0580, At said place and time, and promptly thereafter, all Bids that have ben duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 6061 Soapston Prairie Access Road, The contract documents includes the construction of 8.39 miles of roadway with aggregate base course surface, a 191 foot three sp n bridge, a 55 foot single span bridge, and 30 feet of double 12'x5'precas box culvert. The project also includes installation of 814 linear feet of 1 inch RCP and 432 linear feet of 18 inch RCP with end sections, 26 acres of reclamation, removal and installation of fence, and installation of catt e guard and roadway sign All Bids must be in accordance with the Contract Documents on file wi h The City of Fort Collins, 215 North Mason St , 2nd floor, Fort Collins, C lorado 80524 Contract Documents will be available August 14, 2007 A prebid conference and fob walk with representatives of prospective Bidders will be held at 10.00 a m , on August 21, 2007, at 215 N Mason, n the Community Room in Fort Collins The Job Walk will follow immediately after the pre -bid meeting Prospective Bidders are invited to present their questions relative tI this Bid proposal at this meeting 07/2001 Section 00020 Page SWELL / CONSOLIDATION TEST RESULTS Material Description a Sandy Lean Clay Sample Location Boring 5, Sample 1, Depth 2' Liquid Limit 42 IPlasticity Index 22 1 % Passing #200 61 2% Beginning Moisture 10 5% 1 Dry Density 92 6 pcf I Ending Moisture 28 0% I Swell Pressure 2100 psf % Swell @ 500 psf 2 5% 10 - -- - - I I 8 - - - I I I i I I I I E 2 0 - -- w � I � I Watlpr I dded 2 - I I C (0 ! � � I I w 0 i I I I I I 001 01 1 10 Load(TSF) Project LCR 15 @ Soapstone Ranch Larimer County, Colorado Project # 1072015 Date March 2007 ?'1 � 'e 4 { rt a ,` SUBS "ACE EXPLORATION REPORT LARIMER COUNTY ROAD 15 IMPROVEMENTS SOAPSTONE RANCH ACCESS LARIMER COUNTY, COLORADO EEC PROJECT NO. 1072015B EARTH ENGINEERING CONSULTANTS, INC May 14, 2007 Anderson Consulting Engineers, Inc 772 Whalers Way. Suite 200 Fort Collins, CO 80525 Arm Mr. Gregg Koch, P E Re. Subsurface Exploration Report Latimer County Road 15 Improvements Soapstone Ranch Access Lanmer Counts, Colorado EEC Project No. 1072015B Mr Koch The subsurface exploration requested for the proposed gravel roadway improvements to Latimer County Road 15 as a part of the access to Soapstone Ranch in Latimer County, Colorado. has been completed The Latimer County Road 15 Improvements will. be north of LCR 84 and extend north approximately eight and one-half (8'/z) miles to Soapstone Prairie Road Me proposed roadway improvements include widening the; existing roadway, addition of gravel road base, one area of extensive grading to reduce roadway slopes and reworking of another area to develop a stable subgrade In general, the subsurface conditions encountered within the deep cut portion of the ioadvvay consisted of mudstone/conglomerate ovei highly weatheted claystonc bedrock strata The subsurface conditions encountered within the northern poientially unstable portion of the roadway consist of predominantly fine grained soils over a highl} weathered siltstone bedrock strata Results of the borings completed in the identified areas aie included with this report Results of evaluation of two potential borrow souices for road gravel ate also provided with this report 4396 GREENRFLo DRNE WINIISOR, COLORAOO 80550 (970) 545-3908 FAX (970) 663 0282 s Parch Fngmeenng Consultants, Inc EEC Project No 1072015E May 14, 2007 Page 2 We appreciate the opportunity to be of son ice to you on this ptolect If you have any questions concerning the enclosed report. or if we can be of further service to you in any other way, please do not hesitate to contact us Very truly yours, Earth Engineering Consultants, Inc. Gary J. Biggins Engineering Geologist Reviewed by. Lester L, Litton, P.E. Principal Engineer SUBSURFACE EXPLORATION REPORT LARIMER COUNTY ROAD 15 IMPROVEMENTS SOAPSTONE RANCH ACCESS LARIMER COUNTY, COLORADO EEC PROJECT NO. 1072015B May 14, 2007 INTRODUCTION the subsurface exploration for the gravel roadway associated with the proposed improvements to L.0 R. 15 access to Soapstone Ranch in Latimer County. Colorado, has been completed. Four (4) soil borings extending to depths of approximately 9 to 25 feet below present grades were advanced in specific roadway improvement areas to develop information on existing subsurface conditions Results of those borings and a diagram indicating the approximate boring locations are pi ovided with this report Four (4) additional borings extending to depths of approximately 25 to 50 feet below present grades and five (5) test pits extending to depths of appioxunately l I to 12 feet below present grades were completed for evaluation of proposed borrow area.,, We understand the existing dirt roadway will be widened. a gravel overlay will be placed and an area of extensive grading to reduce roadway slopes will be completed as a part of the improv ements for I arimer County Road 15 Exploration completed along the roadway was limited to the dccp cut area and to an area of suspected poor subgrade. Bridge and culvert structures are planned for erossmg the various draws and recommendations for those structures are prov ided in a separate report Small grade changes are expected for most of the roadway The purpose of this report is to describe the subsurface conditions encountered in the test borings and test pits. analyze and evaluate the test data and provide geotechmuzl recommendations concerning design and construction of the roadway subgrade and gravel wearing surface Canh Bnginann.- C onsultnnrs, Inc EEC Project No, 1072015E May 14, 2007 Page 2 EXPLORATION AND TESTING PROCEDURES The boring and test pit locations were established in the field by Earth Engineering Consultants, Inc. (EEC) personnel by pacing and estimating angles from identifiable site features, The approximate boring/test pit locations are indicated on the attached boring location diagrams Those locations should be considered accurate only to the degree implied by the methods used to make the field measurements. The bonngs were performed using a truck mounted. CME 45 drill ng equipped with a hydraulic stead employed in dnlhng and sampling operations The boreholes were adNanced using 4-inch nommal diameter continuous flight augers and samples of the subsurface materials encountered were obtained using split -barrel and California barrel sampling procedures in general accordance with ASTM Specification D-l587 In the split -barrel and California barrel sampling procedures, standard sampling spoons are driven into the ground by means of a 140-pound hammer falling a distance of30 inches. The number of blows required to advance the split -barrel and California barrel samplers is recorded and is used to estimate the ni-situ relative density ofeohesionless materials and to a lesser degree of accuracy, the consistency of cohesive materials and hardness of kNeathered bedrock All samples obtained in the field were scaled and retumed to the laboratory 1'or further ehaimnation, classification and testing Test pits were completed at selected locations using a rubber tired backhoe Samples of the subgrade materials encountered were obtained from the excavated materials Moisture content tests were completed on each of the recovered samples The unconfined strength of appropnate samples was estimated using a calibrated hand penetrometer Atterberg limits and minus 200 wash tests "ere completed on representative samples to evaluate the quantity and plasticity of the fines in the subgradcs SwellieonsolidatiOil tests were performed on selected samples to evaluate the sods tendency to change volume with variation in moisture content fhe proposed road gral el borrow samples were tested for grain size distribution by washed siete analysis Los Angles Abrasion tests were also Earth Lngmeernng Gonsuhants, Inc EEC Protect No 1072015B May 14 2007 Paae 3 completed to evaluate the abrasion resistance of the granular soils Results of the outlined tests are indicated on the attached boring togs and summary sheets. As a part of the testing program, all samples were examined in the laboratory by an engineer and classified in accordance with the attached General Notes and the unified Soil Classification System, based on the soils texture and plasticity The estimated group symbol for the Unified Soil Classification System is indicated on the boring logs and a brief description of that Classification System is included with this report. Classification of bedrock was based on visual and tactual observations of disturbed samples and auger cuttings Coring and/or petrographic analysis may reveal other rock types SITE AND SUBSURFACE CONDITIONS The Soapstone Ranch access will be Larimer County Road 15 as an existing gravel surface roadway extending approximately three (3) miles north fiom Larurier County Road 84 The remaining five (5) miles of roadway is an existing, unimproved dirt road which crosses the Wire Creek I ributary drainage way with no structui es currently in place at the crossing The water (logs in the drainage ways are intermittent A steep road gradient is located in the Southeast (quarter of Section 2, Township 1 I North, Range 69 West where substantial cuts are anticipated to reduce the grade Based on results of the field bonngs and laboratory testing, subsurface conditions can be generalized as follows. The overburden soils in the four (4) borings completed for the proposed roadway unpiovements consisted prcdommately of essentially line grained materials with occasional zones of sandy soil In the deep cut areas, those soils consisted of mudstone with conglomerate In the other e� aluanon area, the soils consisted of silt with varying amounts of elay and/or sand, The tine grained materials were firm to stiff and extended to depths ranging from approximately less than 1 foot to greater than 10 feet Those materials were underlain by highly a eathered to weathered ci aystone bedrock strata at the deep cut (SE Comer of Section 2, T 1 l N, R 69W) North of that area. the tine gramed materials were underlain by siltstone Carth Ungmeering Consulianas, Inc EhC Project No 1072015E May 14, 2007 Page 4 and uncemented sandstone bedrock strata The claystone/siltstone bedrock became less weathered with depth and was moderately hard The stratification boundaites indicated on the boring logs represent the approximate locations of changes in soil and rock types, in -situ, the transition of materials may be gradual and indistinct WATERLEVEL OBSERVATIONS Observations were made while dnllmg and after completion of the borings to detect the presence and depth to hydrostatic groundwater. No free water was observed in the borings at the time of drilling Fluctuations in groundwater levels can occur o%er time depending on variations in hydrologic conditions, the presence of water in the drainage ways and other conditions not apparent at the time of this report Perched and/or trapped water can be encountered in the subgrade soils at %arymg times through the year Perched water is commonly encountered in soils immediately overlying less permeable weathered bedrock The location and amount of perched and/or trapped water can also vary over time depending on variation in hydrologic conditions and other conditions not apparent at the time of this report ANALYSIS AND RECOMMENDATIONS In the roadway area starting at the intersection of Soapstone Prairie Road and extending approximately one-half (%) mile south we recommend removal of at least two (2) feet of the silt/clay subgrade and ieplacernent with aggregate base course to pro%ide a stabile subgrade in this area At other locations, the road gra%el will be supported on the in -place subgrades on newly placed and compacted fill to develop the subgrade elevations Earth Lnguieenng Consultants, Inc EhC Project No 1072015E May 14, 2007 Page 5 All existing vegetation and/or topsoil should be removed from the roadway area After stripping and completed all cuts and prior to placement of any fill, we recommend the in - place soils be scarified to a minimum of 9 inches. adjusted in moisture content and compacted to at least 95% of the material's maximum dry density as determined in accordance with ASTM Specification D-698, the standard Proctor procedure. 7 he moisture content of the scarified soils should be adjusted to be within the range of =2% of standard Proctor optimum moisture content at the time of compaction. Fill required to develop the subgrade should consist of approved soils free from organic matter and debns In the north undercut areas. the backfill soils should be essentially granular material. Fill soils should be placed in loose lifts not to exceed 9-inches thick. adjusted in moisture and compacted to be at least 95% of standard Proctor maximum dry density The moisture of fine gram soils should be adjusted within the range of i-2% of standard Proctor optimum and the moisture of granular soil adjusted to a workable moisture The roadway should be developed. at a minimum, to the Lai imer County Rural Area Road Standards Those standards require a nummum of four (4) inches of gravel meeting Colorado Department of Transportation (CDO f) Class 5 or 6 Aggregate Base Course requirements. Based on gradation testing completed on samples obtained from the potential borrow areas during this exploration. it appears the materials sampled conform to CDO f Aggregate Base Course Class 2 Mechanical removal of the laiger aggregate sizes in the initial bon ow area may attain the requirements of Aggiegate Base Course Class 5, which would meet the specification of the Larimer County Rural Area Road Standards The secondary borrow areas meet a Class 5 designation although on the fine side of the Class 5 designation. the aggregate base course should have a I Iveem R-value of 72 A loss of 35 4% after 500 revolutions was measuied in the I. A Abrasion testing The relatively low loss percentage indicates adequate abrasion resistance We believe aggregate from the initial borrow source could be used for road surfacing although screening to remove oversize maternal may be desirable Earth Engineering Consuhanzs, Inc EEC Project No 1072015B May 14,2007 Page 6 Positive drainage should be developed across the roadway and away from the roadway edges to avoid wetting of the subgrades. Roadway subgrades allowed to become wetted subsequent to construction can result in unacceptable subgrade performance GENERAL COiMMENTS Che analysts and recommendations presented in this report are based upon the data obtained from the soil borings performed at the indicated locations and from any other information discussed in this report This report does not reflect any variations which may occur between borings or across the site The nature and extent of such variations may not become evident until construction If variations appear evident, it will be necessary to re-evaluate the recorna endations of this report It is recommended that the geotechmcal engineer be retained to review the plans and specifications so comments can be made regarding the interpretation and implementation of our geotechmcal recommendations in the design and specifications It is further recommended that the geotechmcal eugmeet be retained for testing and observations during earthwork and foundation construction phases to help determine that the design requirements are fulfilled This report has been prepared for the exclusive use of Anderson Consulting Engineers, Inc i7he City of Port Collins for specific application to the project discussed and has been prepared in accordance with generally accepted geotechmcal engineering practices No warranty, express or implied, is made In the event that any changes in the nature, design or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this reportshall not be considered valid unless, the changes are reviewed and the conclusions of this report are modified or verified in writing by the geotechnical engineer The Contract Documents and Construction Drawings may be examined online �t 1 City of Fort Collins BuySpeed https //secure2.fcgov com/bso/lo in Is 2 Mercury-LDO Reprographics www mercury-1do.com Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be viewed and purchased at 1 Mercury LDO Reprograhics: • FORT COLLINS. 422 S. Link Lane, Ft. Collins, CO 80524 Ph 970-484-1201, Fax• 970-221-0404 • ENGLEWOOD 9632 E Arapahoe, Englewood, CO 80112 Ph. 303-790-7169, Fax 303-792-2936 • DENVER 860 Bryant Street, Denver, CO 80204 Ph 303-893-8701, Fax 303-893-0617 • COLORADO SPRINGS 11 E Las Vegas, Colorado Springs, CO 80903 Ph 719-231-8121, Fax 719-633-5710 • LODO 1660 Wynkoop Ste. 130, Denver, CO 80202 Ph 303-785-2520, Fax 303-785-2522 • BOULDER 2575 Pearl St Unit C , Boulder, CO 80302 Ph 303-539-1350, Fax 303-539-1356 2. Builders Exchange, 223 South Link Lane, Fort Collins, Color 07/2001 Section 00020 Page DRII,LING AND EXPLORATION DRILLING & SAMPLING SYMBOLS SS Split Spoon - 131g" I D, 2" O D, unless otherwise noted PS Piston Sample S'T Thin -Walled Tube - 2" O D unless otherwise noted W S Wash Sample R Ring Barrel Sampler - 2 42" 1 D, 3" O D, unless otherwise noted PA Power Auger FT Fish Tail Bit I-L& I land Auger REL Rock Bit DB Diamond Bit z 4", N, B BS Bulk Sample AS Auger Sample PM Pressure Meter HS I follow Stern Auger WB, Wash Bore Standard "N" Penetration Blowsperfootofal,10 pound hanimer tall ing 30 inches on a 2-inch 0 D split spoon, except where noted WATER LEVEL MEASUREMENT SYNIBOLS WL Water Level WS , While Sampling WCI Wet Cave in WD WhileDrilhng DCI Dry Cave in BCR- Before Casing Removal AB After Boring ACR After Casting Removal Water levels indicated on the boring logs are die levels measured in the borings at the time indicated in pervious soils, the indicated levels may reflect the location of ground water in low permeability soils, the accurate determination of groundwater levels is not possible with only short term observations. DESCRIPTIVESOIL CLASSIFICATION Sod Classification is based on the Unified Soil Classification system and the ASTM Designations D-2488 Coarse Grained Soils have prove than 50% of their dry weight retained on a g200 sieve, they are described as boulders cobbles, gravel or sand Fine Grained Soils have less than 50% of their dry weight retained on a 4200 sieve they are described as clays, ifthek are plastic, and silts if they are slightly plastic or non -plastic Mayor constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on gram size In addition to gradation, coarse grained sods are defined on the basis of their rclati%e in -place density and fine grained sods on the basis of their consistency Example Lean clay with sand, trace gravel stiff (CL), silk sand, trace gravel, medium dense fSM) CONSISTENCY OF FINE-GRAINED SOiI S Unconfined Compressive Strength- On psf Consistency < 500 Very Soft 500 - 1 000 Soft 1,001 - 2000 Medium 2,001 - 4,000 Stiff 4 001 - 8,000 Very Stiff 8,001 - 16,000 Very Hard RELATIVE DEtiSf i YOF COARSL-GRAINED SOILS N-Blowslft Relative Density 0-3 Very Loose 4A Lciow 10-29 Medium Dense 30-49 Dense 50-80 Very Dense 80 - 6vtrenicdy Dense PHYSICAL PROPERTIES Or BEDROCK DEGREL Of NiEATHERTNG Slight Slight decomposition of parent material on joints May be color change Moderate Sonic decomposition and color change throughout High Rock highly decomposed- may be extremely bioken HARDNESS AND DEGREE OF CEMENTATION L mestone and Dolomite, Hard —Difficult to scratch with knife Moderately Can be scratched easily with knife Hard Cannot be scratched with fingernail Soft Can be scratched wirh fingemail Shale, Siftstone and Cla cy tone Hard Can be scratched easily with knife cannot be scratched with fingernail Moderately Can be scratched with fingernail Ilard Soft Can be easdv dented but not molded iiith ingers, Sandstone_and Conglomerate Well Capable of scratching a knife blade Cemented ` Cemented Can be scratched v, tth knife Poorly Car) be broken apart easily frith fingers Cemented Group Criss For A op" Grotl. Symhals and Gimp n Mos Jsrg Lcoaratcry fists Syfrhol Course -Grained Grovels more inn, Clean Gruw.13 Less Soils more than 50% of cearne thou 5% Fines Cu>a and <ue<3 50% retuinod on traction reGcirisd No 200 sieve on No 4 sieve Cod4 and/or i>Cc>3' Sands 50% or more coarse frocxron Pasoan No 4 sieve one-Grotned Slts and Clays Sons 507 or ttgUfd Linat less more onsces the than 50 No 200 sieve H'cnly organic sods Gravels with fires Fines cn si,y os M'L o' Mh more than 12% tines Fines ctgsstty as CL or CH Craor Sands Less Cu>o and laQCOr than 57. E,n e5 L.t<5 and/or t>Cc>3` Sands n,h Fires Fines claesay as ML or M7 ma"e than i2% tines Fires do=sdy as CL or CH nat game n�gcrnu Silts and Clays ,noraan Uquid Lend 50 or mare �,d an thx material pw^mg the 3-,n (It- AIt fir.� damplC fva:amgxl rnFb'ea cr bWldeA it bttn aid a, cahhies ar CavlCe[. cr ba+h' �arvr„ x31b 5 to 4}. foes ngrtr_5 ewf art hW GW-GAS 'el grcdcd "ar WU, et al GC 'el-q�"dd yrn.v xnn day all Penr y-Jrw 'i we,' ell+ att GP-va poorly -graded ycveY rvlta tlay °Scrvdv rv+fh v 'a RT. tu,GG «.q.mc dual -sc r;1,-yrodtJ'rout xth e3tt Tit SN-5C d. -t eivc4-grt,_j x'nay SP -SPe rty grcd..d rand 'd ?-SC p+.,t/ SrGJcC swfJ xAh 0, a-gumG Grouo Name cot WeL-aroded cravat` GP 000rty-eroded GM Silty gravel, G,P GC Clayey Crovo?'X Sly Weil -craned sand' SF Pon-ly-g-ado sand` Sid Silty %Coda"' SC Clayey sandr'O PI>7 and plots an or coo,% 'Aire' CL Lean clay''"' PI<4 or plats below 'A'Line 4dL Sit`'`'" Liquid Limit - avca dred GrGCnia clay- - <0 75 4L - Lanid inert - not titled 0-oonm sdt uua at plots an or above "A%tee CH 'ut clay ` ' PI plots cefow "A^Liie MH Flostic Silt° Uod,d Lunt - men dried Licuid Urrd - zot dried 0rc,an c 75 CH -- - Jr^yagm annarly organic matter, dark at color, and organlc ader P i Pert r Cuw7sy/G Ca= �c 1' uI! ...tans ;i5M send nittl'.,tt sene'tx grsipen dr GC ns lose- as Cl Ise Ed.t nyrbd o. art ,r SC-Srs fit rN¢6 V[C WYj9(+N LCd'v'tl aY[f:i11C IIa9G La +�i �yr4 n :tr,'..c�fG/tt 9Ct+1 L+�-t 'faVct' 10 40+9�+'+ar 'i' .it'^nc�q {mrks Cos sm+frd v2. sri ry a CL -Ut„ tL� cty SI and rort'GW' 19 la 293a'Vs No. PtYS r!'J a�.h svv C' w '. ih �'ra' n*icheve u q'cdonnnrvL Gna 36 Pius q edommrntjl Uy sa c, etlC 5_nd ar tC eyraap oil con+aNs Z 3= arcs Vc l,b predaT wa�tiy grnml, nd3 "gra niy' to gaup 1Pt;4 end Oiets nn a^aw W fire ?.<4 cr Giots b,.'A r-a ,Pi p al. 9n or abo,v A au nR IFItl i5tf..a 'A' h ra 1 five i]t--�'icvfv, f(Mc nm,d %re era i ya,..t ¢mvov ai �j (p.a'kn oa'A -'Sf linauvtY t T_n o l->SS /^� ufu.ctkv�oll-.F'c 'J�r U P l_ aC OL _i il�llil' LIVIT (t 7 Sheet 6 Sheet 7 � ..a Sheet 4 ��a r i_ _ _ , North N.t Lo S"' Sh�et 3 z � I I l I, i t � t it F Sheet-2,� ++ t BORING LOCATION DIAGRAM NORTH COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO EEC PROJECT # 1072015 DATE MARCH 2O07 PW I of a EARTH ENGINEERING CONSULTANTS BORING LOCATION DIAGRAM NORTH COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO EEC PROJECT # 1072015 DATE MARCH 2O07 Po¢e A alb i a t i I 1 1 r B-10 rr 1 I t r 1 1 r nt $-q NorU- �4 Nat 'a 5colc i I f 1 � t l BORING LOCATION DIAGRAM NORTH COUNTY ROAD 15 Q SOAPSTONE RANCH LARIMER COUNTY COLORADO EEC PROJECT # 1072015 DATE MARCH 2O07 Pa6c 9 of � zAtrm ENGINEERING CONSULTANTS PS F- 1 - tom,,.-,.. -___ _ _,_t•i ___ � t}j 1 I 4 I1115 l �f IF t { 4 t t t Noah l Nol m Stalo j}t 1 r i i t t i ty t IP3 ' l l I QORtNG LOCATION DIAGRAM NORTH COUNTY ROAD IS @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO EEC PROsEcT # 1072015 DATE MARCH 7007 V,4 6of7 EARTH ENGWRIERING CONSULTANTS 1 1� t 1 R2 Vil �� 1 1 t �I North Not to Scafe I r � { 1 � 4 i BORING LOCATION DIAGRAM NORTH COUNTY ROAD 15 Q SOAPSTONE RANCH LARIMER COUNTY COLORADO EEC PROJECT # 1072015 DATE MARCH 2O07 P,e 1 .1 7 EARTH ENGINEERING CONSULTANTS LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE, MARCH 2O07 LOG OF DORING 8-S RIG TYPE CME46 SHEET 1 OF 1 WATER DEPTH FOREMAN ON START DATE 3 2007 MILE DRILLINGFWA AUGER TYPE 4 CFA FINISH DATE 3,W2007 AFTER DRILLING SPT HAMMER MANUAL SURFACE ELEV NIA 24 HOUR SOIL DESCRIPTION D V ou mC Do At ITS IwhPE P&P lZER (M.MW FB PS M)bOp CHADRON FORMAT*N(Pe hYl,.1. 1 &WDSTONEWITH VERY CCAR$E GRAYNED CCNGLPTEAATE 3 } Tanf Brown t Re4 CS 14 K9 14 1061 tkJ y .6_ B 9 SS ]9 it 93 SS _{ $0 WA 65 15 �16 PIERRE SHALE (f(bl C,a aeaces _ S SILTSTONE OLAYSTONE _ ID o1w 9 crown, �<Imw s_ pW9 9W0� 1tS 5S 10 31 ?1 21 rS _ 1 5ero e000. 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GO TO: www.mercury-ldo.com SELECT: Denver Links: "Plan Well" v,m, 1-i D".a, rme.�.ue=, m=m=ano��i�e, von co. } PlanWeH Fl ...EVY0 .gx'A^4nsEer " SELECT: Public Planroom:,`)GO" ,aeii try/[I,o+oWrado Gvx�wa�;�`•_ha�l rt PIanWell°' F ;. ; i, r. ii• Digital Document Management & Distr@upon �1i�d�' it, uewg, roe }'Iu to your Ar ount -• Y,,;9p, _r`,t3 i tTubk Pictunu m , r`t g'L i {•� ";;jig "i f icy,;`, �y",; y • ,�°t (�iFiit",, Sfi"Cm,1PG.. p,t"I,rsnnWel{,I `i=,gi,ai�'(r., Pd59ee01d Slgn�, Otv ,Ldpatliptl C" � �t(yt � ' SELECT: the desired )Project Number" from the list 07/2001 Section 00020 Page LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECTING 1072015 DATE MARCH M07 LOG OF BORING 5-11 RIG TYPE CME46 SHEET I OF 1 WATER DEPTH FOREMAN GH START DATE lIB/2007 WHILE DRILLING MA AUGER TYPE 4 CFA FINISH DATE l 2007 AFTER DRILLING MA SPT HAMMER MANUAL SURFACE ELEY NIA 24 HOUR MA SOIL DESCRIPTION 0 N au rAc 00 AUI m0 IIMUL U. 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A ie zv b -!f V » _y slit+'1v Gavav id '11 ]1 -3e n b WHrtE RIVER FOi'AATICA (Twrt CUCccene _ at TUFFACEOUS SILTST04E _ B3 An/err q W .e' afi aS tB CS 9 26 8000 20 B _ 6t BOTTOM OF BORI IG DEPTY 50 tatin Engineerinq Consultants LARIMER COUNTY ROAD 1 S @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE MARCH 2O07 LOG OF BORING B 13 RIG TYPE CMEAS SHEET 1 OF 1 WATER DEPTH FOREMAN GH START DATE 3J5/2007 WHILE DRILLING NIA AUGER TYPE a CFA FINISH DATE 015/2007 AFTER DRILLING NIA SPT HAMMER MANUAL SURFACE ELEV WA 2+HOUR NIA SOIL DESCRIPTION 0 Y OV MC 00 ALNRS m swm IL FI M 6W PSF ME IFEETI mi.OYYSFTl IPBn %1 IPOn fatoAE34uA9 OOALIPLA FORSU710N non V e UNCEMENTE� SAND B GRnVEL x Tan &v..n I Red CS 15 MA 2+ e s 9 2+ NIA 20 G8 _ ID I1 lx IJ Og _) 19 VA led 25 13 fe 1) IB Is +O woo 59 C3 ID 23 ]J 3. ze ']9 ID ]1 J] ]J 6.dM IY GeyeY ]6 ]0 ll ']9 +0 N +x a) a .6 )i .e +o cs sen 9 J+ VL _ 61 90TTO11 OF SOPopG DEPTF 5V Earth Engineering Consultants LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE MARCH 2O01 LOG OF BORING SAS RIG TYPE CME45 SHEET 10F1 WATER DEPTH FOREMAN ON START DATE 01W2007 WHILE DRILLING NIA AUGER TYPE 4' CFA FINISH DATE WW2007 AFTER DRILLING WA SPT HAMMER MANUAL SURFACE ELEV WA 24 HOUR NIA $OIL DESCRIPTION 0 x 0U PC no A.uMIn mp SMLL LL m PRESSURE %6 MPEP TYPE (FEET) Lmsm (PSF) DH (PCFI IS) OGALLAIA FORMATION Rat K.l. UNCEMENTEO BAND A GRAVEL 3 `Pn I S own 1 Red Og -a p WA 80 6 e 0 4 WA 1 26 C3 _ t 27 U Og tt _ 15 ip N _8 �n W8 9 i6 NIA 64 0$ _p 6iohh' Lloyay 3� IT II :J Cg 2L 36 21 WE 146 BOTTDlA OF BORING DEPTH 35 39 3' ze 39 N ]2 I lJ H ^JS 36 3 3 34 �1 �3 U JS _1 IS 4 _IS ]i Eann tngmeenng consulpanls LARIMER COUNTY ROAS 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE MAY2007 LOG OF TEST PIT TP.1 RIG TYPE BACRHOE SHEET 1 OF 1 WATER DEPTH FOREMAN GH START DATE 5I1120 7 WHILE EXCAVATING None AUGERTYPE TESTP(T FINISH DATE SHR007 AFTER EXCAVATING N/A SPTHAMMER NONE SURFACE ELEV WA 24 H0UR MA SOIL DESCRIPTION n N aU Mc o0 ALMI73 SOD SMLL LL PI PRESSURE % ISO PSF TYPE FEE BLONS PSn _ZCFL COARSE AGGREGATE AT SURFACE 1 SAND SLIGHTLY GRAVELLY SLIGHTLY SILTY 1W Drown 2 3 4 5 COrl a e Sam-* 8 _7_ 8 B 10 1' Bottom d TOM Pd 12 13 15 IS I! 18 �e 20 2, 21 23 24 25 Earth Engineering Consultants LARIMER COUNTY ROAS 15 QG SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE MAY 2007 LOG OF TEST PIT TP-2 RIG TYPE SACKHOE SHEET 1 OF 1 WATER DEPTH FOREMAN ON START DATE WIDOW WHILE EXCAVATING mom AUGERTYPE TESTPIT FINISH DATE &112007 AFTER EXCAVATING NIA SPT KAMMER NONE SURFACE ELEV NIA 24 HOUR WA SOIL DESCRIPTION 0 H 0u m0 DD A{IMro >m SYrELL LL % PRE69V0.E % 1W PSF TYPE FEE BLOWSIF PS _ PCf m, COARSE AGGREGATE AT SURFACE SAND SLIGHTLY GRAVELLY SLIGHTLY SILTY red Crown 2 resist _ _ 3 5 _B .11,h0Y dg,e, layer WiM 611WO reUn0menb _ _ a 1I '0et 9 10 it Da tom o'Test Pit v 12 13 14 15 IS .7 IS 19 20 2. 22 23 2< 25 Earth Engineering Consultants LARIMER COUNTY ROAS 16 QD SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015DATE MAY 2007 LOG OF TEST PIT TP 3 RIG TYPE BACKHOE SHEET 1 OF I WATER DEPTH FOREMAN GH START DATE S11=07 WHILE EXCAVATING None AUGERTYPE TESTPIT FINISH DATE !41=07 AFTER EXCAVATING WA SPT HAMMER NONE SURFACE ELEV NIA 24 HOUR WA SOIL DESCRIPTION 0 N oU NC 00 AUMRB mb swEu P1 PAE9SURE % R9 Pbf T1PE iEE RLOW PB01 IMF,LL SPARSE COARSE AGGREGATE AT SURFACE SAND SLIGHTLY GRAVELLY SLIGHTLY SILTY red b'mn 2 moot 3 4_ S Compo4Ro _ Sam la S _'_ 8 10 1, Bottpro cl Test PF 11, 12 13 ,a 15 18 17 10 19 20 2, 22 23 24 25 Earth Engineering Consultants • LARIMER COUNTY ROAS 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE MAY 2007 LOG OF TEST PR TPd RIG TYPE DACXHOE SHEET 1 OF i WATER DEPTH FOREMAN GH START DATE S'V2007 MILE EXCAVATING tt' AUGERTYPE TESTPIT FINISH DATE 5/1111 AFTER EXCAVATING NIA SPT HAMMER NONE SURFACE ELEV NIA 24HOUR NIA SOIL DESCRIPTION P DU Nc w Auxna xaa SM0. U. R PREaaURE % Ia0 P6I TYPE FE R=%1F Pe PC (%) COARSE AGGREGATE AT SURFACE _1 _ SAND SLIGHTLY GRAVELLY, SLIGHTLY SILTY ed D. 2 mtl al _ 3 4 5 FAT SANDY CLAY arrn�n 6 rta st 6 9 10 P 12 ROUNDED COBBLES 0D.'F Of T85I PI 115 13 14 15 16 ,7 13 12 20 21 22 J3 24 25 Earth Engineering Consultants LARIMER COUNTY ROAS 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECTNO 107=15 DATE MAY2007 LOG OF TEST PIT TP 5 RIG TYPE BACKHOE SHEET 1 OF 1 WATER DEPTH FOREMAN GH START DATE 5/112007 WHILE EXCAVATING H.0 AUGER TYPE TEST PIT FINISH DATE W112007 AFTER EXCAVATING NIA SPT HAMMER NONE SURFACE ELEV NIA 24 HOUR NIA SOIL DESCRIPTION D N Du Mc DO ADMITS Sao SWELL LL % PRESSURE % 1b Par TYPE EET) Pcn P43 COARSE AGGREGATE AT SURFACE SAND SLIGHTLY GRAVELLY, SL GHTLY SILTY rau b 2 mDlst _ 3 SAND AND GRAVEL .f at am 0ranre P1 LATp05 .loC 4 ree brrn -a blac 5 SANDY CLAY .tt n sarq en5e5 B brown _ _ me st B 9 tD s; 2 Boron cf Test P @ 12 13 14 t5 16 17 i8 _9 20 21 2^ T 24 25 Earth Engineering Consultants 5. 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CLICK: SUBMIT Planwell contacts: Marie Owens 970-484-1201, mowens@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com 0?12001 Section 00020 Page SWELL / CONSOLIDATION TEST RESULTS Material Descri tion• Olive Brown Claystone, Silty Sample Location Boring 8, Sample 5, Depth 24' Liquid Limit 48 IPlasticity Index 27 1 % Passing #200 99 0% Beginning Moisture 14 0% IDry Density 119 9 cf JEncling Moisture 19 2% Swell Pressure 9000 psf % Swell @ 500 psf 5 3% 10 8 36 4 w 2 E > 2 0 m a -2 0 a 0 c-6 U _g -10 __ ._ _ -_. __. __ , 001 01 1 10 Load(TSF) MG i _ ! f I I I 1 I I I I I II !I I� �Watl r Added i I (- -� I 1 �I�; • , I Project LCR 15 @ Soapstone Ranch Lartmer County, Colorado Protect # 1072015 Date March 2007 SWELL / CONSOLIDATION TEST RESULTS Material Description Tan Silt, Slightly Clayey Sample Location Boring 9, Sample 1, Depth 2' Liquid Limit 48 IPlasticity Index 19 1 %Passing #200 55 1% Beginning Moisture 16 8% JDry Density 75 2 pcf JEnding Moisture 41 0% Swell Pressure 500 psf % Swell @ 500 psf 1 9% 10 i 8 u> � 4 i F 2 -- - 0 t 0 — — - M I ' 2 G.L -2 -r - I i c-44 0 m E ! I I! 0 6 o E -8 —' i -10- 001 01 1 10 Load(TSF) Project LCR 15 @ Soapstone Ranch Larimer County, Colorado Project # 10,12015 Date March 2007 E�E�C SWELL / CONSOLIDATION TEST RESULTS Material Description Tan Silt, Slightly Clayey Sample Location Boring 10, Sample 2, Depth 4' Liquid Limit 38 IPlasticity Index 13 1 % Passing #200 94 2% Beginning Moisture 13 6% JDry Density 71 8 pcf IlEncling Moisture 42 1% Swell Pressure 0 sf % Swell @ 500 sf* none 10 87— r ii i v6 I f ! I i 4 o I i 111 2 ( WaterA6ded I a. 2 1 10 _ __� L L-. __ _- _ _-' L1.1 001 01 1 10 Load (TSF) Project LCR 15 @ Soapstone Ranch Lai imer County, Colorado Project # 1072015 Date March 2007 m� SWELL / CONSOLIDATION TEST RESULTS Material Description Tan Silt, Slightly Clayey Sample Location Boring 11, Sample 1, Depth 2' Liquid Limit 43 IPlasticity Index 11 1 %Passing #200 82 9% Beginning Moisture 15 8% JDry Density 79 2 pcf JEnding Moisture 40 6% Swell Pressure 400 psf % Swell @ 500 psf 0 7% 10 !� T-- — I 06 <n i E 1 o m Water Added I l ! I -10- 001 01 1 10 Load(TSF) Project LCR 15 @ Soapstone Ranch Larimer County, Colorado Project # 1072015 Date March 2007 EARTH ENGINEERING CONSULTANTS, INC. LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH TABLE I - AGGREGATE GRADATIONS Sm.eSac Bonng No 12 Borrow Arca Test Pit No 1 Dmrow Arca 'Test Pit ( CDOT CDO1 No 3 Aggregate Aggregate pp Base Course Base Course Dorton Area Class 1 Class 2 'CDOT Aggregate Bose Couru Claw 4 CDOT Aggregate BaseCoiau CIM5 CDOT. Aggrcyrete Bau Caursc Class 6 CDOT� Ag grcgate- Base Course Class 7 LL <_35 x - LL'530 , ' , *1, 1,5. ' Mass Percent Passmg Square Mesh Sie,es - 4' (1DOmm) 100 100 100 J 100 (75mm) ( 100 100 too IDO '95-100 2- (50 min) ( 9,1 ' 97 100 95-100 ( 100 lit" (375 min) ( 9.1 '97' 100 ( 90-100 � 100 1 (25 mm) ( 86 ( 97 99 1 95-100 'J i _ 100 314" (19 mmj 8< 95 98 _ ,1 50-90 1 - J, . 100 IX (125mm) 81 93 ") 96 318` (95Man) ( 73 J 90 1 92 No (475 min) 57 68 ' -69 3065 30-50, '�' i30-70 30-65 No 8 (2 36 not) 32 43 (, r - 44 25-55, j ,20-85:, No 16 (118mm, 21 ,23 28 No 30 (600 Pm) 14 13'� . - 17, No 4D (425 pm) '11 . -, 10 13 No 50 (300 pin) 8 I 8 j - 10 No 100 (150 µm) 48 6 , • > g 1 �, No200 (75pm) �•35 5D 40 3-15 3-15 1 � 3.12 �� 3-I� -� T-12 r _� ;,5-15 Project LC12 15 © Soap tone Ranch Lanmer Counq, Colorado Project \0 10720013 Date \tat 2007 _ aMay 15, 2007 EARTH ENGINEERING Anderson Consulting Engineers, Inc CONSULTANTS, INC 772 Whalers Way, Suite 200 Fort Collins Colorado 80525-3114 Arm Mr Gregg Koch RE Concrete Box Culvert/Structure No 3 Soapstone Ranch Access Larimer County, Colorado EEC Project No 1072015A Mr Koch Our geotechmcal exploration report for the referenced project was submitted to your attention on April 23, 2007 In that report, we provided recommendations for support of the box culvert at the Wire Draw Tributary crossing on in -place sands and gravels with an allowable bearing pressure of 3500 psf A recommended maximum toe pressure of 3000 psf vvas provided for the adjacent wing walls The allowable bearing pressure provided for those wing walls should have been 3500 psf We appreciate the opportunity to be of Service to you on this project If you have any questions or concerns in regards to this report. of if we can be of further service to }ou in any other way. please do not hesitate to contact us Very truly yours, Earth Engineering Consultants, Inc. 23Wr 5-, 1l- Lester L Luton P E Principal Engineer LLL/slb 4396 D DRIVE WINDSOR, COLORADO 80550 •1.663-0282 "ity�ru-. . , - y �.Nr. 40 EARTH ENGINEERING CONSULTANTS, INC May 15, 2007 Anderson Consulting Engineers, Inc 772 Whalers Way, Suite 200 Fort Collins, Colorado 80525-3114 Arm Mr Gregg Koch RE Pre -drilled Driven Piling Lanmer County Road 15 Structures Soapstone Ranch Access Lanmer County, Colorado EEC PtojectNo 1072015A Mr Koch Our gcotechnical exploration report for the referenced project was submitted to your attention on April 23. 2007 In that report, we provided recommendations for support of the two bridges at the south end of the Soapstone Ranch/t,anmer Count} Road 15 extension project on drilled caisson foundations Those recommendations were provided with shallow clay stone bedrock and a concern about the ability to drive H-piling into the bedrock structtue Subsequent to completing that report. we were asked to comment on pre -drilling of pilot holes and use of driven H-piling at those locations to support these structures Comments regarding that proposal are provided with this report In our opinion, driven H-piling could be used in the highly weathered claystone bedrock with pre -drilled pilot holes to insure penetration of the H-piling into the weathered bedrock We recommend the pilot holes be extended to a depth of at least 12 feet to allow the steel H-piling to extend into the bedrock to at least that depth Driven H-piling should be advanced to practical refusal beyond that depth DRIVE COLORADO 80550 •08 Earth Engineering Consultants, Inc EEC Project No 1072015A May 15, 2007 Page 2 We appreciate the opportunity to be of service to you on this project If you halve any questions or concerns in regards to this report, of if we can be of further service to you in any other way, please do not hesitate to contact us Very truly yours, Earth Engineering Consultants, Inc. Lester L Litton P E Principal Engineer LLLlslb SUPPLEMENTAL SUBSURFACE EXPLORATION REPORT LARIMER COUNTY ROAD 15 RELOCATED CONCRETE BOX CULVERT STRUCTURE SOAPSTONE RANCH ACCESS LARIMER COUNTY, COLORADO EEC PROJECT NO. 1072015A �E�EC we 1EARTH ENGINEERING Anderson Consulting Engineers. inc 772 Whalers Way, Suite 200 Fort Collins, CO 80525 Atta Mr Gregg Koch Re Supplemental Subsurface Exploiation Report Larimer County Road 15 — Relocated Concrete Box Culvert Structure Soapstone Ranch Access Lanmer County. Colorado EEC Pi eject No 1072015A Mr Koch The supplemental subsurface exploration requested for the relocated drainage ciossing as part of the Lanmer County Road (LCR) 15 improvements for access to Soapstone Ranch has been completed Earth Engineering Consultants, Inc , (EEC) conducted a geotechnical engineering exploration for the proposed drainage structures in conjunction with the planned improvements for LCR 15 in April of 2007 and prepared a ieport detailing our findings For additional information and recommendation provided, please refer to our "Geotechnical Subsurface Explotation Report" dated April 23. 2007. Protect No 1062099 The proposed relocated structure. (I e , the structure associated with our supplemental boring No B-7a, and situated south of its initial location) associated with the roadway Improvements is planned as a reinforced box culvert over the Wire Draw Tributat y In general, the subsurface conditions encountered at the proposed relocated box culvert stnictuic Included a relatively thin layer of a stiff to very stiff_ moderately expansive cohesive sandy lean clay soil underlain by coarse gianular sand and gravel stratum. which extended to the depth explored, approximately 15'/2 feet Due to the moderately expansive chatacteristics of the overburden clay soils as well as the results of the supplemental Geld borings and laboratory testing, we recommend the reinforced concrete box be supported by a shallow foundation system extending into the granular subsoils Recommendations for the foundations are provided in the attached report DRIVE . •• DO 80550 0: { 0282 nnW4.. l.l! f1, I if#nnGll'lN itr , hvi If°.? " Bids will be received as set forth in the Bidding Documents The Work is expected to be commenced within the time as required by $ection 2.3 of General Conditions Substantial Completion of the Work is requ red 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 fixed for opening Bids The OWNER reserves the right to reject any and all Bids, and to wai informalities and irregularities therein Bid security in the amount of not less than 3% of the total Bid must a each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest No officer, employee, or member ( Council, shall have a financial interest in the sale to the City of ar or personal property, equipment, material, supplies or services wher officer or employee exercises directly or indirectly any decision - authority concerning such sale or any supervisory authority over the s( to be rendered This rule also applies to subcontracts with the Soliciting or accepting any gift, gratuity favor, entertainment, kickt any items of monetary value from any person who has or is seeking business with the City of Fort Collins is prohibited City of Fort Collins Un James B. O'Neill, II, CPPO, FNIGP Purchasing/Risk Management Director e date any City real such rvices City ick or to do 07/2001 Section 00020 Page Eanh Fngmcenng Consultmus, Ins EEC Project No 1072015A July 17 2007 Page 2 We appreciate the opportunity to be of service to you on tilts project If you have any questions concerning the enclosed report, or if we can be of further service to you in any other way, please do not hesitate to contact us, Very truly yours, Earth Engineering Consultants, Inc. David A Richer. PC Senior Gcotechnical Engineer Reviewed by Lester L Litton. P E Principal Engineer SUPPLEMENTAL SUBSURFACE EXPLORATION REPORT LARIMER COUNTY ROAD 15 RELOCATED CONCRETE BOX CULVERT STRUCTURE SOAPSTONE RANCH ASCESS LARIMER COUNTY, COLORADO EEC PROJECT NO.1072015A July 17, 2007 INTRODUCTION The supplemental subsurface exploration for the re -located drainage crossing structure associated with the proposed improvements to Latimer County Road (LCR) access to Soapstone Ranch in Latimer County, Colorado, has been completed For this supplemental study, one (1) additional soil boring extending to a depth of approximately 15'/2 feet below present grade, was advanced in the revised stricture location to develop information on existing subsurface conditions Results of the field and laboratory exploration boring along with a site diagram indicating the approximate boring location are provided with this report. We understand the proposed relocated structure, (i e , the structure associated with our supplemental boring No B-7a, and situated south of its initial location) as part of the roadway improvements is planned as a reinforced box culvert over the Wire Draw I ributary Foundation loads for the proposed box culvert are expected to be light Small grade changes are expected to develop the structure approaches The purpose of this supplemental report is to describe the subsurface conditions encountered in the test boring, analyze and evaluate the test data and provide gemechnical recommendations concerning design and construction of foundations for the relocated drainage structure EXPLORATION AND TESTING PROCEDURES The boring location for the supplemental field exploration etas established in the field by Anderson Consulting Engineers personnel and located by Earth Engineering Consultants, Inc (EEC) personnel by pacing and estimating angles from identifiable site teatures The i'arth Engineering Consultants, Inc EEC Project No 1072015A July 17, 2007 Page 2 approximate boring location is indicated on the attached boring location diagram "rhe boring location should be considered accurate only to the degree implied by the methods used to make the field measurements The boring was performed using a truck mounted, CME 45 drill rig equipped with a hydraulic head employed in drilling and sampling operations The borehole was advanced using 4-inch nominal diameter continuous flight augers and samples of the subsurface materials encountered were obtained using split -barrel and California barrel sampling procedures in general accordance with ASTM Specification D-1587 In the split-bariel and California barrel sampling procedures, standard sampling spoons are driven into the ground b} means of a 140-pound hammer falling a distance of 30 inches The number of blows required to advance the split -barrel and California barrel samplers is recorded and is used to estimate the in -situ relative density ofcohesionless materials and, to a lesser degree of accuracy, the consistency of cohesive materials and hardness of weathered bedrock All samples obtained in the field were sealed and returned to the laboratory for further examination, classification and testing Moisture content tests were completed on each of the recovered samples The unconfined strength of appropriate samples was estimated using a calibrated hand penetrometer Atterberg limits and minus 200 wash tests were completed on representative samples to evaluate the quantity and plasticity ofthe tines in the subgrades A sAell/consolidation test was performed on a selected cohesive soil sample to evaluate the soils tendency to change volume with vartation in moisture content Results of the outlined tests are indicated on the attached boting log and summary sheets Asa part of the testing program, all samples were examined in the laboratory by an engineer and classified in accordance with the attached General Notes and the Unified Soil Classification System, based on the soils texture and plasticity The estimated group symbol for the Unified Soil Classification System is indicated on the boring log and a brief description of that Classification System is included with this report Earth Engineering Consultants, Inc EEC Project No 1072015A July 17,2007 Page 3 SITE AND SUBSURFACE CONDITIONS Fhe Soapstone Ranch access will be Larimer County Road 15 as an existing gravel surface roadway extending north from Latimer County Road 84 The roadway crosses several drainage ways including Rawhide Creek, Wire Creek and Wire Creek Tributary with no structures currently in place at those crossings We understand anew structure for the Wire Creek Tributary crossing will be a reinforced concrete box The water flows in the drainage ways are intermittent Based on results of the supplemental field exploration and laboratory testing. the subsurface conditions within the revised location can be generalized as follows The overburden soils in the additional soil boring completed for the relocated concrete box culvert structure consisted of a relatively thin layer of stiff to very stiff, moderately expansive cohesive sandy lean clay soil underlain by coarse granular medium dense to dense sand and gravel stratum, which extended to the depth explored, approximately 15-1/2-feet The stratification boundaries indicated on the supplemental boring log represent the approximate locations of changes in soil types, in -situ, the transition of materials may be gradual and Ilidlstmct WATERLEVI L OBSERVATIONS Observations were made while drilling and after completion of the boring to detect the presence and depth to hydrostatic groundwater No free water was observed in the supplemental test boring to maximum depths of exploration, 15-1/2-feet at the time of drilling Fluctuations in groundwater levels can occur over time depending on variations in hydrologic conditions the presence of water in the drainage ways and other conditions not apparent at the time of this teport rarth Fngmeenng Consultants, Inc EEC Project No 1072015A Jaly 17 2007 Page 4 Perched and/ot trapped water can be encountered in the subgrade soils at varying times through the year Perched water is commonly encountered in soils immediately overlying less permeable tN eathered bedrock The location and amount of perched and/or trapped water can also vary over time depending on variation in hydrologic conditions and other conditions not apparent at the time of this report. ANALYSIS AND RECOMMENDATIONS Reinforced Box Culvert Based on the materials observed at the supplemental test boring location we recommend the reinforced concrete box be supported on the medium dense to dense, course granular sand and gravel stralunm File overburden cohesive soils in this area exhibited moderate swell potential; therefore, all foundation elements should be extended to or into the underlying sand and gravel soils Loose sands and gravels which may become evident during excavation below the box culvert, should be recompacted to at least 100%of the materials maxunutn dry densit} as determined in accordance with ASTM Specification D-698, the standaid Proctor procedure. prior to placement of foundation concrete For design of the base of the box culvert, we recommend using a net allovmablc total load soil bearing pressure not to exceed 3,500 psf for the box culvert supported in natural sands and gravels of newly placed and compacted sand and gravel fill The sands and gravels could be used to support footing foundations associated with the box citheit and the base of the culvert Appropriate cutoff walls should be constructed to prevent piping of sods below or Adjacent to the structure The walls of the reinforced concrete box could be designed using a lateral earth piessure of 60 pounds pet cubic foot including any additional suuharge loads "Chat "at -rest equivalent fluid piessure does not include a factor of safety nor an allowance for hydrostatic loading 1 anh Rigarecnng Gon>ullants, Inc EEC Project No 1072015A July 17, 2007 Page 5 Retaining wing walls associated with the reinforced concrete box culvert could also be supported on footing foundations bearing on the natural sands and gravels "Chose retaining wing walls could be designed for a maximum toe pressure of 3,500 psf An angle of internal friction of 35' could be used for footing foundations supported on the granular materials. The retaining walls should be designed for an active equivalent fluid pressure of 35 pounds per cubic foot That fluid pressure assumes no hydrostatic loading and assumes horizontal backfill The active fluid pressure also assumes no surcharge loads The active pressure assumes rotation of the retaining wall with that rotation typically assumed to be 0 5% times the height of the wall Backf ll placed behind the retaining walls and adjacent to the reinforced coneretebox should consist of approved, low volume change materials free from organic matter and debris The site sands and gravels could be used for fill in this area Those materials should be placed in loose lifts not to exceed 9-inches thick. adjusted in moisture content and compacted to at least 95% of the materials maximum dry density as determined in accordance with ASTM Specification D-698. the standard Proctor procedure Care should be taken when placing fill and backfill adjacent to the retaining wall and box to prevent placing undue lateral stresses on the below grade wall GENERAL COMMENTS The analysis and recommendations presented in this report are based upon the data obtained from the soil borings performed at the indicated location,, and from any other information discussed in this report Phis report does not reflect any variations which may occur between borings or across the site "rhe nature and extent of Such variations may not become evident Until constiuction If variations appear c�ident. it will be necessary to re-evaluate the recommendation,, of this report It is recommended that the geotechnical engineer be retained to review the plans and specifications so comments can be made regarding the interpretation and implementation of out geotechnical ieco innendations in the design and specification,, It is further i arth Engmocnng Consultant, Inc EEC Project No. 1072015A July 17, 2007 Page G recommended that the geotechntcal engineer be retained for testing and observations during earthwork and Foundation construction phases to help determine that the design requuentents are fulfilled This report has been prepared for the exclusive use of Anderson Consulting Engineers, Inc for specific application to the project discussed and has been prepared in accordance with generally accepted geotechntcal engineering practices No warranty, express or implied, is made In the event that any changes in the nature design or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report are modified or verified in writing by the geotechntcal engineer DRILLING AND EXPLORATION DRILLING & SAMPLING SYMBOLS SS Split Spoon - 1318" 1 D, 2" O D, unless otherwise noted PS Piston Sample ST Thm-Walled Tube - 2" O D, unless otherwise noted WS Wash Sample R Ring Barrel Sampler -2 42" 1 D , 3" O D unless otherwise noted PA Power Auger IT Fish Tad Bit HA Hand Auger RB Rock Bit DB Diamond Bit = 4" N 13 BS Bulk Sample AS Auger Sample 1'M Pressure Meter HS Ilollow Stem Auger WB Wash Bore Standard "N" Penetration B loos per foot of a 140 pound hammer failing 30 inches on a 2-inch O D split spoon, except where noted WATER LEVEL MEASURF.MEN f SYMBOLS WL Water Level WS While Sampling WCI Wet Cave in WD While Drilling DCI Dry Cave it BCR Before Casing Removal AB After Boring ACR After Casting Removal Water levels indicated on the boring logs are the levels measured in the borings at the time indicated In pervious soils, the indicated levels may reflect the location of ground water in low permeability sods, the accurate detennutation of ground water levels is not possible with only short term observations DESCRIPTIVE SOIL CLASSIFICATION Sod Classification is based on the Unified Sod Classification system and the ASTM Designations D-2488 Coarse Grained Sods have move than 50%of theirdry weight retained on a,'-200 sieve, they are described as boulders cobbles gravel or sand Fite Grained Soils have less than 50% of their dry weight retained on d 4200 sieve, they are described as clays- if they are plastic and silts if they are slightly plastic or non -plastic Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on gram size In addition to gradation, coarse grained sods are defined on the basis of their relative to -place density and fine grained sods on the basis of then consistency Example Lean clay with sand, trace gravel, stiff (CL) silty sand trace gravel medium dense (SM) CONSISTENCY OF F1NL-GRAINED SOILS Unconfined Compressive Strength Qu psf Consistency < 500 Vcr Soil 500 - 1 000 Soft 1,001 - 2,000 Medium 2.001 - 4,000 Stiff 4 001 - 8 000 Very Stiff 8,001 - 16,000 Very I lard RELATI V F DENS[ I Y OF COARSE -GRAINED SOILS N-Blowstft Relative Density 0-3 Very Loose 4-9 Loose 10-29 Medium Dense 30-49 Dense 50-80 Very Dense 80 - E\tremck Dense PHYSICAL PROPERTIES OF BEDROCK DEGREE OF WEAPHERING Slight Slight decomposition of parent material on 3omts May be color change Moderate Some decomposition and color change throughout High Rock highly decomposed, may be extremely broken HARDNESS AND DEGREE OF CEMEN rATION Limestone and Dolomite Har Dt icu t to scratch with knife Moderately Can be scratched easily with knife Hard Cannot be scratched with fingernail Soft Can be scratched with fingernail Shale Siltstone and CLaygone I lard Can be scratched easily with knife, cannot be scratched with fingernail Moderately Can be scratched with fingernail Hard Soft Can be easily denied but not molded with fingers Sandstone and CongIgnicrate Well Capable of scratching a knife blade Cemented Cemented Can be scratched with knife Poorly Can be broken apart easily with fingers Cemented .Et > k � r� broup Group Name Cnleno far Munlaing Crap Syanhds and Cwp oairee Using Leeoiatory Taset Symbol Coarse -Grinned Lravcis more tbon Clean Grovels Less Soils more than S0% of coarse than b% tunes Cu24 and <Cc<3e CW lych-graded gravel' 507 retained on fraction retained No 200 slave an No : wava Cu<4 and/or 1>Cc>3' GP Poorly -graded gravel' Gravels with Fines Fines classify as ML or MH GM Silty gravel G,H more than 12% fines Fines classify as CL or CH GC Clayey Gravel" Sands 5D% or Clean Sands Less CuO and t-<Cc S3' SW We11-graded sand' more coarse than 5% trlcs fraction posses r Cu<S and/cr I>Cc>3 SP Poorly -graded sand' No 4 stave Sands wi'h Fines Fines classify as ML or MH SM Silty sand' more than 12% Gras Fines clossify as CL or CH SC Clayey sand-ii FlnL-Groinad S'Rs; and Clays inorganic PI>7 and plots an or 000ve 'A"Line' CL Lean cloy"-" Suds 50R or Liquid Limit Icss more posses the then 50 PI<4 ar plots below 'A'Lne' ML 511t No 200 sieve --- argnnic Liquid Limit - oven dried Organic cloya— <0 75 OL Liquid Limit - not dried Organic slit I' SIH5 find Units Innrgemc PI plots on or obom -A"Line CH Fat rloy''`a Liquid Limit 50 fit more PI plots below "Aline MH Elastic Silt` organic Liquid UmiL - oven dried Organic cloyu" <O 75 014 --- Ugad Limit - not dried Organic sdt" o Highly organic soils Primarily organic matter, dII'erv11 In color and organic odor PT Peak sUvsed en Ne matukd I, ins 5-ss 75- p g ( 'l:urOw/OI CC" iW 'if voC can alas 15 to 29due No 2W odd 'wM, -vilh m) slew 51 held mmola eOUGtr• fir hmihr, t % D •.anC er dra+vll' PFicnasu n predominant. ar both add 'v,d, caabin w bgaidccs ur bgtn' 111 s.a cvnlnhu 2 AY pale go 2aa to grwp none, in sot Contains e15S sold add"+Uh santi In pecdaninantly sand add 'sandy to grw> aarawh .IN 5 lu 1= flea ranoirof unfit syrnbdc wwa none 9f 6,n Clan,fay an CL-Mi, du dual spnbul nuns °II sae contains 2 30Z alas N. Z09 -W.V GW-aM rill gradetl gmael sltn'of (Z-CM, or sL-SM p mtlonf'nnnll y 7oW add In group (W-LC wall-gmard dram ei Ji dog fF-0M pointy-gmdee good nisi sat 'It ft na arc ugrno. and P4h .,gong enan'ly norm said and cioU o .bow A lino ar-or Fw,t Y, to 17 grunt .d14 day ^$UnJI I`.h ) In 1]Z ru,e3 «InnrC 0.id graua nv e +nf [vltnu,a + 'iy OtCl vuJ'vdn yrnrnl' ap SA or plota belaPa'A Co. )pt Flots wf o, WavC -A 'e,r agndWa o 'n grow name r It Atlernrrg Imitq aio,a shntlrq area sad n ^P Plata ado. A- I.r x1l ii ed4 gTdof anntl .,In SW -SC Pep-grvdev sand .en day n.-VL rill, dar 5V-SM pointy graded sand P In ell SN-SC paady graded sand wan day a yob r na 'nuoYM alY„ Y1a 5i e t 4] /• � (`mwulurmmm 1e 1.m-^nYL 0r ,re ruIi.tL n.i W Inn, n rv•o i ai-el MH off on t r1� NYL 1 CL f m :a n w sp w va ev .a ma nv LIOUID LIMIT (ILL) 11-7 t-b Noah Not to $G0l8 i r� r B-7A BORING LOCATION DIAGRAM NORTH COUNTY ROAD 15 @ SOAPSTONE RANCH LARI MER COUNTY, COLORADO EEC P'tOJECT « 1072015 DATE MARCH 2007 P"" nl6 EARTH ENWNEERING CONSULCAN7S SECTION 00100 INSTRUCTIONS TO BIDDERS LARIMER COUNTY ROAD 15 @ SOAPSTONE RANCH LARIMER COUNTY, COLORADO PROJECT NO 1072015 DATE JUNE 2007 LOG OF BORING B 7A RIG TYPE CME65 SHEET 1 OF 1 WATER DEPTH FOREMAN GH START DATE W2912007 WHILE DRILLING None AUGER TYPE 6' CFA FINISH DATE 61291207 AFTER ORILLING NIA SPT HAMMER MANUAL SURFACE ELEV NIA N HOUR NIA SOIL DESCRIPTION 0 N OU MC no AU MRE m SMIL LL N PRESSURE %Q MPSF ME (FEET) IBLOWSRna IFT"I 041 (KF, DR SANDY LEAN CLAY IOLI I a. vm to very s JI 2 C9 20 Soso, b 7 109 2 be 17 HE 7 7% _ SANO A GRAVEL ISM) 29 — 60 as 19 056 S.I Re01 G1e7 E s meaum emu 16 66nu _ 'ImemnlMnl e,., ..no lem., with emll 6 e _9 ISS _ JE bb m u I: n cs _ 26 29 u 10 U aOTTOM OF SORINO DEPTH 16 S ,e �9 22 2J 2e Earth Engineering Consultants SWELL / CONSOLIDATION TEST RESULTS Material Description Brown Sandy Lean Clay Sample Location Boring 7a, Sample 1, De th 2' Liquid Limit 34 IPlasticity Index 16 %passing #200 56 6% Beginning Moisture 5 4% 1Dry Density 117 4 cf JEncling Moisture 20 3% Swell Pressure 6500 psf % Swell @ 500 sf• 7 7% 10 - - - - - i , 8 - �- - - -' -- -1 --- -7- I' 4 - r- - - - -- ------- - - - - - ! I li c E m i! 2 0 d Water Added u m a 2 I y o 0-6 ,— - --I ! -- C U � I i t -10 — 01 1 10 Load(TSF) Project LCIR 15 at Soapstone Ranch Larimer County, Colorado Project # 1072015A Date June 2007 1.0 M 3 0 SECTION 00100 INSTRUCTIONS TO BIDDERS DEFINED TERMS Terms used in these Instructions to Bidders which are defined Standard General Conditions of the Construction Contract (No 1990 ed ) have the meanings assigned to them in the General Con The term "Bidder" means one who submits a Bid to OWNER, as disti. a sub -bidder, who submits a Bid to Bidder The terms "Successful means the lowest, qualified, responsible and responsive Bidder OWNER (on basis of OWNER's evaluation as hereinafter provided) i award. The term "Bidding Documents" includes the Advertise Invitation to Bid, Instructions to Bidders, the Bid Form, _n the 910-8, tions t from ..,a.._„ whom �s an t or the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 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 avalilable on the above terms, do so only for the purpose of obtaining Bids n the Work and do not confer a license or grant for any other use QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidde must submit at the time of the Bid opening, a written stateme t of qualifications including financial data, a summary of pr vious experience, previous commitments and evidence of authority to c nduct business in the jurisdiction where the Project is located Each Bi must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualifi ation prior to award of the contract. The Statement of Qualifications sh 11 be prepared on the form provided in Section 00420 12/03 Section 00100 Page 3 2 In accordance with Section 8-160 of the Code of the City c Collins in determining whether a bidder is responsible, the fo. shall be considered. (1) The ability, capacity and skill of the bit perform the contract or provide the services required, (2) whetl bidder can perform the contract or provide the service prompt within the time specified without delay or interference, ( character, integrity, reputation, judgment, experience and effici( the bidder, (4) the quality of the bidder's performance of p. contracts or services, (5) the previous and existing compliance bidder with laws and ordinances relating to the contract or servre the sufficiency of the financial resources and ability of the bic perform the contract or provide the service, (7) the q availability and adaptability of the materials and services particular use required, (8) the ability of the bidder to provide maintenance and service for the use of the subject of the contra< (9) any other circumstances which will affect the bidder's perform, the contract 3.3 Each Bidder may be required to show that he has handled forme so that no just claims are pending against such Work No Bid w accepted from a Bidder who is engaged on any other Work which impair his ability to perform or finance this Work 3 4 No Bidder shall be in default on the performance of any contract with the City or in the payment of any taxes, licenses or monies due to the City EXAMINATION OF CONTRACT DOCUMENTS AND SITE f Fort lowing der to er the Ly and the ncy of evious by the e, (6) der to ality, o the future and nce of 4 1. It is the responsibility of each Bidder, before submitting to (a) examine the Contract Documents thoroughly, (b) visit the s familiarize himself with local conditions that may in any manner cost, progress or performance of the Work, (c) familiarize himsel federal, state and local laws, ordinances, rules and regulations th in any manner affect cost, progress or performance of the work, (d) and carefully correlate Bidder's observations with the Co Documents, and (e) notify Engineer of all conflicts, erro- discrepancies in the Contract Documents 4.2 Reference is made to the Supplementary Conditions identification of Subsurface and Physical Conditions SC-4.2 4 3. The submission of a Bid will constitute an incontrove_ representation by Bidder that Bidder has complied with every requi: of this Article 4, that without exception the Bid is premised performing and furnishing the Work required by the Contract Document such means, methods, techniques, sequences or procedures of constri as may be indicated in or required by the Contract Documents, anc the Contract Documents are sufficient in scope and detail to indicai convey understanding of all terms and conditions for performanc Work 11 be would other other t Bid, to to affect with it may study itract s or for table ement upon s and .ction that �e and and 12/03 Scction 00100 Page 2 furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA 5.1. All questions about the meaning or intent of the Bidding Documents be submitted in writing to the Engineer and the OWNER. Interpretai clarifications considered necessary in response to such questions i issued only by Addenda. Questions received less than seven days pi the date for opening of the Bids may not be answered Only qu( answered by formal written Addenda will be binding Oral and interpretations or clarifications will be without legal effect are to ion or ill be for to stions other 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 toIOWNER 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 paya le to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond mist be executed by a surety meeting the requirements of the General Condptions for surety bonds 6 2 The Bid Security of the successful Bidder will be retained I until such Bidder has executed the Agreement and furnished the re uired contract security, whereupon Bid Security will be returned If the successful Bidder fails to execute and deliver the Agreement and f rnish the required contract security within 15 days of the Notice of ward, OWNER may annul the Notice of Award and the Bid Security of thatBidder will be forfeited The Bid Security of other Bidders whom OWNER be ieves 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, whereup n Bid Security Furnished by such Bidders will be returned Bid Securit� 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 P1lyment (the Contract Times) are set forth in the Agreement 12/03 Section 00100 Page 3 8.0 LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in the Agreement 9 0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and eq described on the Drawings or specified in the Specifications consideration of possible substitute or "or equal" items. Wheneve indicated on the Drawings or specified in the Specifications substitute or "or equal" item of material or equipment may be fu or used by CONTRACTOR if acceptable to Engineer, application fc acceptance will not be considered by Engineer until after the "ef date of the Agreement" The procedure for submittal of an application by CONTRACTOR and consideration by Engineer is set f, the General Conditions which may be supplemented in the Requirements 10 0 SUBCONTRACTORS, SUPPLIERS AND OTHERS irpment vithout C it is that a nished Ir such ective such �rth in eneral 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 rea onable objection to any proposed Subcontractor, either may, before the No ice of Award is given, request the apparent successful Bidder to sub it an acceptable substitute without an increase in Bid price If the a parent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidde. that proposes to use acceptable subcontractors Subcontractors, sup leers, other persons or organization listed and to whom OWNER or Enginee does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocat on of such acceptance after the effective date of the Agreement as provied in the General Conditions. 10 3 CONTRACTOR shall not be required to employ any subcontr ctor, supplier or other persons or organizations against whom he has reas nable objection The use of subcontractors listed by the Bidder and ac epted by OWNER prior to the Notice of Award will be required in the perfo mance 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 enclos d for submission with the Bid 12/03 Section 00100 Page BID SCHEDULE (Base Bid) ADDENDUM 1 REVISED BID SCHEDULE SOAPSTONE PRAIRIE NATURAL AREA ACCESS ROAD - ROADWAY BID SCHEDULE ITEM NO DESCRIPTION UNIT ESTIMATED ROADWAY QUANTITY UNIT COST ($) SUBTOTAL ($) 201-001 CLEARING & GRUBBING AC 4.8 202-001 REMOVAL OF TREE EA 8 202-002 REMOVAL OF FENCE LF 2450 202-003 1 REMOVAL OF CULVERT EA 14 203-001 JUNCLASSIFIED EXCAVATION (CIP) CY 46898 203-002 IBLADING HR 100 207-001 TOPSOIL CY 11660 207-002 STOCKPILE TOPSOIL CY 11660 208-001 EROSION LOG (SPECIAL) LF 1200 210-001 RESET GROUND SIGN EA 2 210-002 RESET GATE (METAL) EA 2 212-001 SEEDING (DRILLED) (STERILE WHEAT) AC 19 212-002 ISEEDING (DRILLED) (NATIVE) AC 20 212-003 SEEDING (DRILLED) (WETLAND) AC 3 213-001 MULCH TACKIFIER LB 4200 216-001 SOIL RETENTION BLANKET (COCONUT) SY 18000 216-002 SOIL RETENTION BLANKET (STRAW / COCONUT) SY 13100 304-001 AGGREGATE BASE COARSE (CLASS 5) TONI 22100 603-001 15 INCH REINFORCED CONCRETE PIPE (CIP) LF 760 603-002 18 INCH REINFORCED CONCRETE PIPE (CIP) LF 432 603-003 118 INCH REINFORCED CONCRETE END SECTION (CIP) EA 40 603-004 36 INCH REINFORCED CONCRETE PIPE (CIP) LF 100 603-005 36 INCH REINFORCED CONCRETE END SECTION (CIP) EA 4 606-001 GUARDRAIL TYPE 3 (6-3 POST SPACING) LF 1200 606-002 END ANCHORAGE TYPE 3D EA 12 606-003 END ANCHORAGE (FLARED) EA 12 607-001 FENCE BARBED WIRE LF 24556 607-002 1 FENCE TEMPORARY -LF 2430- 607-003 1 FENCE TEMPORARY SPECIAL LF 57170 11 2 Bid Forms must be complete in ink or typed All lump sum on the form must be stated in words and numerals, in case of cot words will take precedence Unit prices shall govern over extensi sums prices flict, ons of 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 qffixed and attested by the secretary or an assistant secretary. The co�porate address and state of incorporation shall be shown below the corporate name 11 4 Bids by partnerships must be executed in the partnership n me 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 (the numbers of which must be filled in on the Bid Form). 11.7 No alterations in Bids, or in the printed forms therefote, 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 regards g 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 �n the Invitation to Bid and shall be enclosed in an opaque sealed an elope marked with the Project title, Bid No , and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Sta ement of Bidders Qualifications, and Schedule of Subcontractors as requi ed in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelop with the notation "BID ENCLOSED" on the face of it 13 2 Bids shall be deposited at the designated location prior o the time and date for receipt of Bids indicated in the Invitation to Bid, or 12/03 Section 00100 Page 5 any extension thereof made by addendum Bids received after the t me and date for receipt of Bids will be returned unopened Bidder shall assume full responsibility for timely delivery at the location designa ed for receipt of Bids 13.3 Oral, telephonic, telegraphic, or facsimile Bids are inva�id 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 documedt 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 identi y 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 ma]or alternates (if any) will b made available after the opening of Bids 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE All Bids shall remain open for forty-five (45) days after the day f the Bid Opening, but OWNER may, in his sole discretion, release any B d 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 wai e any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the ri ht to disregard all nonconforming, nonresponsive, unbalanced or condi lonal Bids Also, OWNER reserves the right to reject the Bid of any Bid er if OWNER believes that it would not be in the best interest of the P{{olect to make an award to that Bidder, whether because the Bid i not responsive or the Bidder is unqualified or of doubtful financial a ility or fails to meet any other pertinent standard or criteria establis ed by 12/03 Section 00100 Page OWNER. Discrepancies between the indicated sum of any column of Iigures 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 requir Iments, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award 17.3. OWNER may consider the qualification and experien�Ce of Subcontractors, Suppliers, and other persons and organizations p oposed for those portions of the Work as to which the identi y of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER OWNER also may consider the op rating costs, maintenance requirements, performance data and guarantees o major items of materials and equipment proposed for incorporation in th 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 necessry to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Brdder's pr posed Subcontractors, Suppliers and other persons and organizations to o the Work in accordance with the Contract Documents to OWNER's satisf ction within the prescribed time 17 5 If the Contract is to be awarded, it will be awarded to the owest responsive and responsible Bidder whose evaluation by OWNER indrea es 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 alternate3 The basis for award shall be the lowest Bid total for the Schedule or, Ln the case of more than one schedule, for sum of all schedules On y one contract will be awarded 17 6. If the Contract is to be awarded, OWNER will give the Su cc 9sful Bidder a Notice of Award within forty-five (45) days after the d to of the Bid opening. 18 0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OTNER's requirements as to performance and other Bonds When the Succ ssful Bidder delivers the executed Agreement to the OWNER, it she I be accompanied by the required Contract Security 19 0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it w 11 be accompanied by the required number of unsigned counterparts c the Agreement with all other written Contract Documents attached Iithin fifteen (15) days thereafter, CONTRACTOR shall sign and delivel the required number of counterparts of the Agreement and attached doc ments 12/03 Section 00100 Page 7 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 Drawin s with appropriate identification 20.0 TAXES OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work Said taxes shall hot be included in the Contract Price. Reference is made to the Gene al 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 thlis Bid assures the Bidder's compliance with the City's purchasing restri tions 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 p oducts containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel 23 0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collus ve or sham Bid will be rejected and reported to authorities as such Your authorized signature of this Bid assures that such Bid is genuine nd is not a collusive or sham Bid 24.0 BID RESULTS For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed tQ4 you Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening END OF SECTION 12/03 Section 00100 Page 8 SECTION 00300 BID FORM SECTION 00300 •tu PROJECT 6061 Soapstone Prairie Access Road 1 Place Date In compliance with your Invitation to Bid dated and subject to all conditions thereof, the unde srgned a (Corporation, Limited Liability Company, Partnership, Joint Vent e, or Sole Proprietor) authorized to do business in the State of C rlorado hereby proposes to furnish and do everything required by the C ntract 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 tha 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 f the Invitation to Bid and Instructions to Bidders, the Agreemen the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3 Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders 9. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid ithin fifteen (15) calendar days from the date when the written notice f the award of the contract is delivered to him at the address given o this Bid The name and address of the corporate surety with which the adder proposes to furnish the specified performance and payment bonds is as follows 5 All the various phases of Work enumerated in the Contract Document with their individual jobs and overhead, whether specifically ment oned, included by implication or appurtenant thereto, are to be per for ed by the CONTRACTOR under one of the items listed in the Bid Sch Jule, irrespective of whether it is named in said list 6 Payment for Work performed will be in accordance with the Bid Sched le or Bid Schedules subject to changes as provided in the Contract Docume is 7 The undersigned Bidder hereby acknowledges receipt of Addend No through 7/96 Section 00300 Page 1 8 BID SCHEDULE (Base Bid) 6061 SOAPSTONE PRAIRIE ACCESS ROAD BID SCHEDULE ITEM NO DESCRIPTION UNIT ESTIMATED ROADWAY QUANTITY UNIT COST (E) SUBTOTAL (E) 2014100 CLEARING B GRUBBING AC 48 202-001 REMOVAL OF TREE EA 8 202 010 REMOVAL OF FENCE LF 2450 202-076 REMOVAL OF CULVERT EA 14 203020 UNCLASSIFIED EXCAVATION CIP CV 46898 203-D17 BLADING HR 100 207000 TOPSOIL CY 11660 207-D21 STOCKPILE TOPSOIL CY 11660 208 006 EROSION LOG SPECIAL LF 1200 210-101 RESET GATE METAL EA 2 212007 SEEDING DRILLED STERILE WHEAT AC 19 212-007 SEEDING DRILLED NATIVE AC 20 212007 SEEDING DRILLED WETLAND AC 3 213-060 MULCH TACKIFIER LB 4200 216037 SOIL RETENTION BLANKET COCONUT BY 16000 216-041 SOIL RETENTION BLANKET STRAW ICOCONUT SY 13100 304-042 AGGREGATE BASE COARSE CLASS 5 TON 22100 603-008 15 inch REINFORCED CONCRETE PIPE RCP CIP LF 760 603-014 18 inch REINFORCED CONCRETE PIPE RCP CIP LF 432 603-208 181nch REINFORCED CONCRETE END SECTION CIP EA 40 606-030 GUARDRAIL TYPE 3 6-3 POST SPACING LF 1200 606-013 END ANCHORAGE TYPE 3D EA 12 606-025 END ANCHORAGE FLARED EA 12 607-010 FENCE BARBED WIRE WITH STEEL POSTS LF 24556 607-011 FENCETEMPORARY LF 2430 607-012 FENCE TEMPORARY SPECIAL LF 57170 607 200 END POST EA 40 607-205 CORNER & LINE BRACE POST EA 43 607 408 12 FOOT RAIL GATE EA 3 607409 10 FOOT RAIL GATE EA 4 611 003 20 FOOT CATTLE GUARD EA 4 620-020 SANITARY FACILITY EA 6 626000 MOBILIZATION LS LUMP SUM 630-000 CONSTRUCTION TRAFFIC CONTROL DEVICES LS LUMP SUM 630010 FLAGGING HR 250 630-011 ROADWAY SIGNS SF 475 A) ROADWAY TOTAL($) B BID SCHEDULE (Base Me) 6061 SOAPSTONE PRAIRIE ACCESS ROAD BID SCHEDULE ROADWAY I COST($) LB 1 605040 141NCH NON PERFORATED PIPE UNDERDRAIN I LF 1 6 1 1 605-041 141NCH PERFORATED PIPE UNDERDRAIN I LF 1 60 I B) RAWHIDE CREEK TOTAL($) 206-000 STRUCTURE EXCAVATION CY 950 420001 GEOTEXTILE SEPARATOR (CLASS A) SY 80 503-010 DRILLED CAISSON 30 LF 185 506-002 RIPRAP 91NCM CY 310 601030 CONCRETE CLASS BRIDGE CY 192 601 040 REINFORCING STEEL LB 25400 605-040 41NCH NON -PERFORATED PIPE UNDERDRAIN LF 6 605-041 41NCH PERFORATED PIPE UNDERDRAIN 606103 BRIDGE RAIL TYPE 3 JLF60 110 618-019 PRESTRESS CONCRETE BOX 30"x 60" 803 C) WIREDRAW TOTAL ($) DOUBLE PRECAST BOX CULVERT AT WIRE DRAW TRIBUTARY 203-001 MUCK EXCAVATION CY 136 206-000 STRUCTURE EXCAVATION CY 330 506-002 RIPRAP 91NCH CY 137 601-030 CONCRETE CLASS BRIDGE CY 40 RAIL TYPE 3 D) WIREDRAW TRIG TOTAL ($) BASEBID ROADWAY AND STRUCTURE TOTAL (A+B+C+D)IS) 11 $Dollars $ TOTAL PROJECT WRITTEN IN WORDS COMPANYNAME SIGNATURE TITLE PRINTED DATE 9 PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc , td cover the complete Work in place of the several kinds called for Bidder acknowledges that the OWNER has the right to delete items lin the Bid or change quantities at his sole discretion without affects g the Agreement or prices of any item so long as the deletion or changle does not exceed twenty-five percent (25%) of the total Agreement Price RESPECTFULLY SUBMITTED Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest Address Telephone Date 7/96 Section 00300 Page 4 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 BID SCHEDULE (Base Bid) ADDENDUM 1 REVISED BID SCHEDULE 607-004 END POST EA 40 607-005 CORNER & LINE BRACE POST EA 43 607-006 12 FOOT RAIL GATE EA 3 607-007 10 FOOT RAIL GATE EA 4 611-001 16 FOOT CATTLE GUARD (CIP) EA 1 611-002 20 FOOT CATTLE GUARD (CIP) EA 4 614-001 SIGN PANEL (CLASS 1) SF 475 614-002 STEEL SIGN POST (2X2 INCH TUBING) LF 470 614-003 STEEL SIGN POST (2.25X2.25 INCH TUBING) LF 141 620-001 SANITARY FACILITY EA 6 626-001 MOBILIZATION LS LUMP SUM 630-001 CONSTRUCTION TRAFFIC CONTROL DEVICES LS LUMP SUM 630-002 FLAGGING HR 250 A) ROADWAY TOTAL ($) SOAPSTONE PRAIRIE NATURAL AREA ACCESS ROAD - STRUCTURE BID SCHEDULE ITEM NO DESCRIPTION UNIT ESTIMATED ROADWAY QUANTITY UNIT COST ($) SUBTOTAL ($) BRIDGE AT RAWHIDE CREEK 206-000 STRUCTURE EXCAVATION CY 960 420-001 GEOTEXTILE (SEPARATOR) (CLASS A) SY 80 503-010 DRILLED CAISSON 30" LF 147 503-020 DRILLED CAISSON 36" LF 123 506-002 RIPRAP (9 INCH) CY 960 601-030 CONCRETE CLASS D (BRIDGE) CY 338 601-040 REINFORCING STEEL LB 52850 605-040 4 INCH NON -PERFORATED PIPE UNDERDRAIN LF 6 605-041 4 INCH PERFORATED PIPE UNDERDRAIN LF 60 606-103 BRIDGE RAIL TYPE 3 LF 382 618-019 PRESTRESS CONCRETE BOX (30"x 60") SF 2822 —B)—RAWHIDE CREEK TOTAL ($) KNOW ALL MEN BY THESE as Principal, and hereby held and firmly bound OWNER, in the sum of $ SECTION 00410 PRESENTS unto the Ci that we, the of Fort Collins unde: as Surel Colors payment of which, well and truly to be made, we hereby jointly and s 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 Construction Agreement for the construction of Fort Collins Project, 6061 Soapstone Prairie Access Road NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and < a Contract in the form of Contract attached hereto (properly comple accordance with said Bid) and shall furnish a BOND for his fe performance of said Contract, and for payment of all persons pert labor or furnishing materials in connection therewith, and shall other respects perform the Agreement created by the acceptance c Bid, then this obligation shall be void, otherwise the same shall in force and effect, it being expressly understood and agreed th liability of the Surety for any and all claims hereunder shall, event, exceed the penal amount of this obligation as herein stated. signed y, are io, as Dr the erally =liver :ed in Lthful Diming n all said remain Lt the in no The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impa affected by any extension of the time within which the OWNER may acc( Bid, and said Surety does hereby waive notice of any such extension Surety Companies executing bonds must be authorized to transact bus the State of Colorado and be accepted by the OWNER. i or such ss in 7/96 Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set thee: and seals this day of , 20 , and such of them corporations have caused their corporate seals to be hereto affixed an( presents to be signed by their proper officers, the day and year fix forth above. PRINCIPAL Name Address By Title ATTEST By (SEAL) M Title SURETY (SEAL) hands as are these at set 7/96 Section 00d10 Page 3 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be c 1 e and comprehensive. This statement must be notarized If necessary, questsir ns may be answered on separate attached sheets The Bidder may submit any additional information he desires 1 Name of Bidder 2 Permanent main office address 3 When organized 4 If a corporation, where incorporated 5 How many years have you been engaged in the contracting business under your present firm or trade name> 6 Contracts on hand (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company 8 Have you ever failed to complete any Work awarded to you? If so, where and whys 9 Have your ever defaulted on a contract If so, where and whys 10 Are you debarred by any government agency If yes list agency name 7/96 Section 00420 Page 1 11 12 13 14 15. 16 17 18. 19 20. 7/9( List the more important projects recently completed by your c stating the approximate cost of each, and the month and year com location and type of construction mpany, leted, List your major equipment available for this contract Experience in construction Work similar in importance to this project Background and experience of the principal members of your organization, including officers Credit available $ Bank reference. Will you, upon request, fill out a detailed financial stateme furnish any other information that may be required by the t and WNER� Are you licensed as a General CONTRACTOR' If yes, in what city, county and state° class, license and numbers Do you anticipate subcontracting Work under Contract') If yes, what percent of total contract and to whom What this Are any lawsuits pending against you or your firm at this time IF yes, DETAIL S section 00420 Page 2 21 What are the limits of your public liability° DETAIL What company? 22 What are your company's bonding limitations 23 The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of B dder's Qualifications. Dated at this day of , 20 Name of Bidder By Title State of County of being duly sworn deposes and says t at he is of and that (name of organization) the answers to the foregoing questions and all statements therein con ained are true and correct Subscribed and sworn to before me this day of 20 Notary Public My commission expires 7/96 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 150 of the contract ITEM SUBCONTRACTOR 7/96 Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date TO PROJECT 6061 Soapstone Prairie Access Road OWNER CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated I 20 for the above pro]ect has been considered You are the apparent successful Bidder a d have been awarded an Agreement for 6061 Soapstone Prairie Access Road; the c ntract documents includes the construction of 8.39 miles of roadway with ag regate base course surface, a 191 foot three span bridge, a 55 foot singl span bridge, and 30 feet of double 12'x5'precast box culvert The proDec also includes installation of 814 linear feet of 15 inch RCP and 432 linear eet of 18 inch RCP with end sections, 26 acres of reclamation, removal and installation of fence, and installation of cattle guard and roadway sign The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Dr wings) accompany this Notice of Award Three (3) sets of the Drawings w 11 be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fiftee� (15) days of the date of this Notice of Award, that is by , 20 1 You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Cc ntract Documents must bear your signature on the cover of the page 2 You must deliver with the executed Agreement the Contract S curity (Bonds) as specified in the Instructions to Bidders, General Con itions (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 Co tract Documents attached 0 City of Fort Collins OWNER James B O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management 9/12/01 Section 00510 Page 1 THIS AGREEMENT is year of 20 and the City SECTION 00520 AGREEMENT dated as of the day of shall be effective on the date this AGREEMENT is s in the red by The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows* ARTICLE 1 WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents ay be the whole or only a part is defined as the construction of Bid 6061 Sea stone Prairie Access Road The contract documents includes the construction o 8 39 miles of roadway with aggregate base course surface, a 191 foot thre span bridge, a 55 foot single span bridge, and 30 feet of double 12'x5'preca t box culvert. The project also includes installation of 814 linear feet of 1 inch RCP and 432 linear feet of 18 inch RCP with end sections, 26 acres of reclamation, removal and installation of fence, and installation of attle guard and roadway sign. ARTICLE 2 ENGINEER The Project has been designed by Anderson Consulting Engineers, Inc and A V I. P C , who is hereinafter called ENGINEER and who will assume all utres and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the ork in accordance with the Contract Documents ARTICLE 3. CONTRACT TIMES 3 1 The Work shall be Substantially Complete within 105 calenda days after the date when the Contract Times commence to run as provided .n the General Conditions and completed and ready for Final Payment and Accepta ce in accordance with the General Conditions within 119 calendar days after th date when the Contract Times commence to run 3 2 Liquidated Damages OWNER and CONTRACTOR recognize that time the essence of this Agreement and that OWNER will suffer financial loss Work is not completed within the times specified in paragraph 3.1 above any extensions thereof allowed in accordance with Article 12 of the G, Conditions. is of .f the plus neral 7/96 Section 00530 Page 1 They also recognize the delays, expenses and difficulties involved in droving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as p�nalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter 1) Substantial Completion Defined as all roadway completed Bridge over Rawhide Creek completed, Bridge over Wire Draw com Ieted. Wire Draw Tributary culvert completed. All fence, cattle guards and roadway sign completed All erosion control installation completed. All final grading completed 9 Two Thousand Three Hundred Sixty Three Dollars ($2,363) to each calendar day or fraction thereof that expires after the One Hundred Five (105) calendar day period for Substantial Completion f the Work until the Work is Substantially Complete Final Acceptance After Substantial Completion, Two Thousand Three Hundred lSixt Three Dollars ($2,363) for each calendar day or fraction hereof that expires after the fourteen(14) calendar day period for Final Payment and Acceptance until the Work is ready for Final P yment and Acceptance. ARTICLE 4 CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows- ($ ), $ Dollars, in accordance with Section 00300, attached and incorp rated 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 wi 1 be processed by ENGINEER as provided in the General Conditions 5.1 PROGRESS PAYMENTS OWNER shall make progress payments on a'count of the Contract Price on the basis of CONTRACTOR's Application for Paym nt as recommended by ENGINEER, once each month during construction as pr vided below All progress payments will be on the basis of the progress of th Work measured by the schedule of values established in paragraph 2 6 of the G neral 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 amount equal to the percentage indicated below, but, in each aggregate of payments previously made and less such amounts as will be Jn the case, less the ENGINEERIshall 7/96 Sect_icn 00530 Page 2 BID SCHEDULE (Base Bid) ADDENDUM 1 REVISED BID SCHEDULE BRIDGE AT WIRE DRAW 206-000 STRUCTURE EXCAVATION CY 950 420-001 GEOTEXTILE (SEPARATOR) (CLASS A) SY 80 503-010 DRILLED CAISSON 30" LF 185 506-002 RIPRAP (9 INCH) CY 310 601-030 CONCRETE CLASS D (BRIDGE) CY 197 601-040 REINFORCING STEEL LB 25400 605-040 4 INCH NON -PERFORATED PIPE UNDERDRAIN LF 6 605-041 4 INCH PERFORATED PIPE UNDERDRAIN LF 60 606-103 BRIDGE RAIL TYPE 3 LF 110 618-019 PRESTRESS CONCRETE BOX (30"x 60") SF 803 C) WIREDRAW TOTAL ($) DOUBLE PRECAST BOX CULVERT AT WIRE DRAW TRIBUTARY 203-001 MUCK EXCAVATION CY 136 206-000 STRUCTURE EXCAVATION CY 330 506-002 RIPRAP (9 INCH) CY 137 601-030 CONCRETE CLASS D (BRIDGE) CY 40 601-040 REINFORCING STEEL LB 4165 603-300 DOUBLE 12X5 FOOT CONCRETE BOX CULVERT (PREC LF 30 606-103 BRIDGE RAIL TYPE 3 LF 54 D) WIRE DRAW TRIB. TOTAL ($) ROADWAY AND STRUCTURE TOTAL (A+B+C+D) ($) $Dollars $ TOTAL PROJECT WRITTEN IN WORDS COMPANYNAME SIGNATURE TITLE determine, or OWNER may withhold, in accordance with paragraph 14.7 General Conditions. 90% of the value of Work completed until the We been 50% completed as determined by ENGINEER, when the retainage equals the Contract Price, and if the character and progress of the Work hav satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEE determine that as long as the character and progress of the Work satisfactory to them, there will be no additional retainage on account c completed in which case the remaining progress payments prior to Subst Completion will be in an amount equal to 100% of the Work completed materials and equipment not incorporated in the Work (but delivered, si stored and accompanied by documentation satisfactory to OWNER as prove paragraph 14 2 of the General Conditions) may be included in the apply for payment 5 1.2 Upon Substantial Completion payment will be made in an sufficient to increase total payments to CONTRACTOR to 95% of the Co Price, less such amounts as ENGINEER shall determine or OWNER may withh accordance with paragraph 14 7 of the General Conditions or as provi� law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the W accordance with paragraph 14 13 of the General Conditions, OWNER shall p remainder of the Contract Price as recommended by ENGINEER as provided i paragraph 14 13. ARTICLE 6 CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR the following representations 6.1. CONTRACTOR has familiarized himself with the nature and ex the Contract Documents, Work, site, locality, and with all local con and Laws and Regulations that in any manner may affect cost, pr performance or furnishing of the Work )f the :k has 5% of been may remain f Work sntial 30 % of stably led in cation mount tract 1d in Id by )rk in .y the i said makes nt of .tions Press, 6 2 CONTRACTOR has studied carefully all reports of exploratio s and tests of subsurface conditions and drawings of physical conditions whr h are identified in the Supplementary Conditions as provided in paragraph 4 2 If the General Conditions 6 3 CONTRACTOR has obtained and carefully studied (or as responsibility for obtaining and carefully studying) all such examinat investigations, explorations, tests, reports, and studies (in addition to supplement those referred to in paragraph 6 2 above) which pertain t subsurface or physical condition at or contiguous to the site or otherwis affect the cost, progress, performance or furnishing of the Work as CONTP considers necessary for the performance or furnishing of the Work a' Contract Price, within the Contract Times and in accordance with the terms and conditions of the Contract Documents, including specificall provisions of paragraph 4 2 of the General Conditions, and no addit sumes ions, -o or D the e may ACTOR . the other the tonal 7/96 Section 00530 Page 3 examinations, investigations, explorations, tests, reports, studies or imilar information or data are or will be required by CONTRACTOR for such purpo,es. 6 4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Unde ground Facilities at or contiguous to the site and assumes responsibility f r the accurate location of said Underground Facilities No additional examen tions, investigations, explorations, tests, reports, studies or similar info matron or data in respect of said Underground Facilities are or will be requi ed by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other ter �j s and conditions of the Contract Documents, including specifically the proves on of paragraph 4.3. of the General Conditions. 6 5 CONTRACTOR has correlated the results of all such observaltions, examinations, investigations, tests, reports and data with the ter s and conditions of the Contract Documents. 6 6 CONTRACTOR has given ENGINEER written notice of all conf�icts, errors or discrepancies that he has discovered in the Contract Documen s 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 b tween OWNER and CONTRACTOR concerning the Work consist of the General Condr ions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1 10 of the General Conditions, and such other itms 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 rgglated actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but a e not limited to, the following 7 2 1 Certificate of Substantial Completion 7.2 2 Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7 2 6Application for Payment 7/96 Section 00530 Page 4 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows SHEETINDEX Sheet No Description 1 TITLE SHEET 2 LEGEND 3-7 SUMMARIES 8 TYPICAL SECTIONS 9 INDEX SHEET 10-39 PLAN & PROFILES SHEETS 40 ROADWAY OBLITERATION GRADING PLAN 41 MASS HAUL DIAGRAM 42-44 GUARD RAIL DETAILS FOR RAWHIDE CREEK, WIRE DRAW & WIRE DRAW TRIBUT RY 45-47 SIGN LAYOUTS & SIGN DETAIL SHEETS 48-50 EROSION CONTROL SHEETS 51 RAIL GATE DETIAL SHEETS B1 - 88 B37 STRUCTURE DETAIL SHEETS CDOT STANDARD DETAIL SHEETS X1 - X147 ROADWAY CROSS SECTION SHEETS The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7 4 Addenda Numbers to , inclusive 7 5 The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3 5 and 3 6 of the General Conditions 7 6 There are no Contract Documents other than those listed or incorporated by reference in this Article 7 The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3 5 and 6 of the General Conditions ARTICLE 8. MISCELLANEOUS 8 1 Terms used in this Agreement which are defined in Article I If the General Conditions shall have the meanings indicated in the Ggneral 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 withou the written consent of the party sought to be bound, and specifically bu� not 7/96 Section 00530 Page 5 without limitations, moneys that may become due and moneys that are d e may not be assigned without such consent (except to the extent that the efflect 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 par ners, successors, assigns and legal representatives in respect to all cove ants, Agreement and obligations contained in the Contract Document OWNER. CITY OF FORT COLLINS CONTRACTOR By JAMES B O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date Attest City Clerk Address for giving notices P O Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney M Title Date (CORPORATE SEAL) Attest Address for giving notices LICENSE NO. W 96 Section 00530 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work 6061 Soapstone Prairie Access Road To. This notice is to advise you That the contract covering the above described Work has been fully e the CONTRACTOR and the OWNER That the required CONTRACTOR's Performance Bond and Payment Bond ha received by the OWNER That the OWNER has approved the said Contract Documents Therefore, as the CONTRACTOR for the above described Work, you are authorized and directed to proceed within ( ) calendar da receipt of this notice as required by the Agreement Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be and , 20 , respectively City of Fort Collins OWNER By Title ACKNOWLEDGMENT OF NOTICE ed by been reby from Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR MR Title 7/96 Section 00530 Page 7 MMY6Z61=111=11] BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS (Firm) (Address) (an Individual) the "Principal" (Firm) (Address) hereinafter of Fort Col Corporation) (a Partnership) and Bond No. that (a Corporation), hereinafter referred referred to as "the Surety", are held and firmly bound unt Tins, 300 Laporte Ave, Fort Collins, Colorado 80322 a (Mun hereinafter referred to as the "OWNER", in the penal sum of for the payment of which sum well successors and assigns, ]ointly and to as City cipal _ in lawful money of the United S ates, and truly to be made, we bind ours Ives, severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal e tered into a certain Agreement with the OWNER, dated the day of 20 a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project,6061 Soapstone Prairie Access Road NOW, THEREFORE, if the Principal shall well, truly and faithfully perfo m its duties, all the undertakings, covenants, terms, conditions and agreeme is of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Sure y and during the life of the guaranty period, and if the Principal shall satis y all claims and demands incurred under such Agreement, and shall fully ind mnify and save harmless the OWNER from all cost and damages which it may suf er by reason of failure to do so, and shall reimburse and repay the OWNER all utlay and expense which the OWNER may incur in making good any default the this obligation shall be void, otherwise to remain in full force and effect. 7/96 Secticn 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stil and agrees that no change, extension of time, alteration or addition terms of the Agreement or to the Work to be performed thereunder Specifications accompanying the same shall in any way affect its obligat this bond, and it does hereby waive notice of any such change, extens time, alteration or addition to the terms of the Agreement or to the to the Specifications PROVIDED, FURTHER, that no final settlement between the OWNER CONTRACTOR shall abridge the right of any beneficiary hereunder, who may be unsatisfied PROVIDED, FURTHER, that the Surety Company must be authorized to business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three each one of which shall be deemed an original, this day of 20. IN PRESENCE OF Principal (Title) (Address) (Corporate Seal) IN PRESENCE OF Other Partners By By IN PRESENCE OF Surety By By (Address) (Surety Seal) (3) counte NOTE Date of Bond must not be prior to date of Agreement If CONTRACTOR is Partnership, all partners should execute Bond xlates .o the r the Lon on on of )rk or the claim ansact rts, 7/96 Section 00610 Page SECTION 00615 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that (Firm) (Address) (an Individual), (a Partnership), the "Principal" and (Firm) (Address) Bond No (a Corporation), hereinafter refer to as hereinafter referred to as "the Surety", are held and firmly bound un o the City of Fort Collins, 300 Laporte Ave , Fort Collins, Colorado 8 522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of 20_ a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6061 Soapstone Prairie Access Road NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement a d any authorized extension or modification thereof, including all amounts d e for materials, lubricants, repairs on machinery, equipment and tools, cc sumed, rented or used in connection with the construction of such Work, a d all insurance premiums on said Work, and for all labor, performed in suc Work whether by subcontractor or otherwise, then this obligation shall be void, otherwise to remain in full force and effect 7/96 Section 00615 Page PROVIDED, FURTHER, that the said Surety, for value received, hereby step lates and agrees that no change, extension of time, alteration or addition o 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, extens on of time, alteration or addition to the terms of the Agreement or to the W rk or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER aqd 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 t ansact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _ day of 20 IN PRESENCE OF (Corporate Seal) IN PRESENCE OF IN PRESENCE OF (Surety Seal) Principal By (Title) (Address) Other Partners Surety By By (Address) NOTE Date of Bond must not be prior to date of Agreement If CONTRACTOR is Partnership, all partners should execute Bond 7/96 Section 00615 Page Soapstone Prairie Natural Area Project Special Provisions REVISION OF SECTION 202 REMOVAL OF FENCE August Section 202 of the Standard Speuhcations is hereby revised for this project as follows Subsection 202 01 shall include the following This work includes removal and disposal of existing fence within the project limits as shown on the plans or at locations directed by the Engineer In subsection 202 02 delete the seventh paragraph and t eplace with the following The existing fence shall be removed in a manner that minimizes disturbance to the surrounding area All removed fence matenals shall become the property of the adjacent landowner If said adjacent landowner rejects the fence material, the Contractor shall take ownership and dispose of outside the project site legally Subsection 202 11 shall include the following End posts, corner and line post, shall be consider as part of existing fence and will not be measured and paid for separately Gates shall be consider as fence and will be measured for as linear foot of fence The t emoval of existing fence shall be measured by linear foot of fence removed and accepted Subsection 202 12 shall include the following Payment will be made under Pay Item Pay Unit Removal of Fence Linear Foot Work shall include all material, equipment, labor, and disposal of materials to complete the work, including excaving and backldhng SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insur 7/96 Section 00630 Page I SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE PROJECT OR SPECIFIED PART SHALL LOCATION Fort Collins, Colorado INCLUDE OWNER City of Fort Collins CONTRACTOR CONTRACT DATE The Work performed under this contract has been inspected by auth'lorized 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 iit does not alter the responsibility of the CONTRACTOR to complete all the Wgrk in accordance with the Contract Documents ENGINEER AUTHORIZED REPRESENTATIVE IDATE The CONTRACTOR accepts the above Certificate of Substantial Completidn and agrees to complete and correct the items on the tentative list within th� time indicated M 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 proje�t or specified area of the project at 12 01 a m , on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below CITY OF FORT COLLINS, COLORADO By OWNER REMARKS AUTHORIZED REPRESENTATIVE DATE 7/96 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO* Gentlemen. You are hereby notified that on the day of Fort Collins, Colorado, has accepted for the City of Fort Collins project, 20 20 , the City of the Work completed by A check is attached hereto in the amount of $ Payment for all Work done, subject to the terms of the Contract which are dated as Final oc ments In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the fol owing date Sincerely, OWNER Citv of Fort Collins By Title ATTEST Title 7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM (CONTRACTOR) PROJECT 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 any 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, claiim 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 servan�s, or by and through the CONTRACTOR by various Subcontractors or material en 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 p�oject or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or asIIsigns 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 i=s officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys 7/96 Section 00650 Page 1 fees, incurred as a result of such claims 5. The parties acknowledge that the description of the project se above constitutes and adequate description of the proper improvements to which this Lien Waiver Release pertains. It is acknowledged that this Lien Waiver Release is for the benefit of be relied upon by the OWNER, the lender, if any, and Surety on ar and material bonds for the project. Signed this day of 20 CONTRACTOR Im Title. ATTEST Secretary STATE OF COLORADO ) )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 forth ✓ and urther nd may labor 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR. PROJECT CONTRACT DATE In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that IFinal Payment to the CONTRACTOR shall not relieve the Surety Company of any Qf 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( )-in- Fact. 7/96 Section 00660 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0e 72 I MS) COLORADO DEPARTMENT OF REVENUE DENVCRCOB0261to CONTRACTOR APPLICATION DEN<R FOR EXEMPTION CERTIFICATE Pursuantto Statute Section 39-26114(1)(a)(XIX) CC NOT WRITE IN THIS The exemption cerDFlcare for which you area plying 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 tothe purchase or rental of equlpmeqt 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 awned and used by the exempt organization Any unauhorized use of the exemption certificate will result in revocation of your exemption certificate a rid other penalties proved d 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 No(to be a,W9m57y DO xlod 0170-750(999)$0001 $eg�Iseabo�AccWT t ICOf1,T,RA'CTOR"INFORIVIATION�i. t�q �,) �fei^I"',ii 'tfri y b' `r. Pai"p'i{a 4�1n, or ti!u III r e ti''ul,r ';,��r r,ua h�1E�ihA1i Trade nanelDB er wanner awrponla name Mating address(City StateZip) Crntact Person E-Mall address Federal Fm players ldenbficabon Number Q d amounloryour contract ,p um er nu.., e isn.s wlepUone ora oxn oame tax a¢ouni ," a tax ) ( ) ^^-^' 1er ' Co Ies of contract or,a reement pages 1 Identifyingthe contractin ar�is$ I I; �p nu, p 9 P 9 O 9 P EXEMFT�ONIj�N FOI RMQTtON�sl r i phi Ffantl (2) contalning signatures of contracting parties must be attached'i Name of eyemplorganlzebon (as shown on coma) rem ptorgen¢abon s number 98 - Addresso e,metorganvabon(Qly State Zip) nnclpal wnuct at e> empt organza Uon Pull contacts lelephone number Physical lot,abon of project site (give actual addrass when applicable and Cl lies endior Goun g9s)whampr01eUIs l'Caarb sa,aamen oN ar rear Fsemalae an a a MSlNclion Start tl,te OJmp+li0ll dal¢ rlr, K I— ,I t ' , Idi rli(I j 1i )Efl�t�N dI`r)'i�hi`Fill )li�,mylit��`�iI �,f i;mi7;l6 `N i'i,fI,yplS m``",IiI('Un,tl01 tin;flu', yi "I rift ) "Ii'li �,�IIP„i `!, {�1I+iI ,I)i 6S *fj ,r ¢ r I derJaie undor penalty of pepmy m the nocond depiee that Ihn alatonrents made rn tlus nppLt nbon aro hoe Imo Complete to the best of my knorwedgo blgnatureotowner pertneroreorporateofcer He ocorpnraoothcer Debt DO NOT WRITE BELOW THIS LINE I Section 00670 Page 1 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure The Department will no longer issue individual Certificates of exam ption to subcontractors Only prime contrac- tors will receive a Contractor's Exemption Certificate on exempt protects Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the protect 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 succeed- ing numbers will be issued by the Department of Revenue DO NOT enter what you believe to be the next in sequence as this may delay processing of your application Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Theso GENERAL CONDITIONS have be n cl�veloped by using the STANDARD GF,NERAI CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract DOC LII1Lnts Committee, FICDC No 1910-8 (1990 Edition), as a base Changes to that document are shown by underlining text that has been added and striking through text that has been deleted FJCDC GFNPRAI. CONDI LIONS 1910-8 (1990 EMITION) WITH CITY OF PORT COH,INS MODIFICA 1 IONS (RFV 9/99) Soapstone Prairie Natural Area Project Special Provisions -)- REVISION OF SECTION 212 Seeding, Fertilizer, Soil Conditioner, and Sodding Section 212 of the Standard Specifications is hereby revised for this project as follows Throughout this section, replace "Engineer" with "Owner " Subsection 212.01 Remove Description Insert This work consists of soil preparation, f nnishmg and drilling Seed Subsection 212.02 (a) 2 Remove The entire section and insert the following August All seed shall be mixed by a wholesale seed supplier, in proportions necessary to obtain the application rate specified All seed will be subject to the testing by the Owner in accordance with the provisions of the Association of Official Seed Analysis All seed and seed mixes shall be furnished in bags or containers clearly labels to show the name and address of the supplies, the common, scientific, and variety name(s) of the seed(s), the lot number, point of origin, net weight, percent of weed content, and the guaranteed percentage of purity and gemmnation These labels shall be submitted to the Owner at the completion of the project 1. Dryland Seed North of Station 261+00 (Shown on the design drawings) Sterile wheatgrass 2. Dryland Seed South of Station 261+00 (shown on the design drawings) Westein wheat (PascopNnun imidtu) Indian ucegiass (Achnathenun hvnienoides) Blue Giama (Bouteloua giaciln) Buffalo grass (Buchloe dactyloides) Prairie j unegrass (Koel et to liar rantha) Needle & thread glass (Hespenastnpa (omata) Green needle glass (Nmsella viridula) Sterile wheatgrass PLS Seeding Rate (#/acre drilled) M PLS Seeding Rate (#/acre drilled) 32 25 06 93 03 61 19 200 I -ABLE Oh CON tENI S OF GENERAL COND] IIONS Article or Paragraph Number & Tine DI b NCI IONS 11 Addenda 12 Agreement 1 3 Apphcalion for Payment 14 Ashe6tos 1 5 Bid 1 6 Bidding DOLWnenlS 1 7 Bidding Retirements 18 Bonds 1 9 Change Order 1 10 Contract Documents I II Contraul Pi me 1 12 Contrail Tires l 13 CONS RAG f OI2 1 14 defeelive 1 15 Drawings 1 16 Elleu[nu Date of the Agreement 117 ENGINEER 1 18 ENGINEER's Consultant 1 19 field Order 1 20 General Requirements 1 21 Hazardous Waste 1 22 a I aws and Regulations Laws or Regulations 1 22 b Legal llohdjiys 123 Lens 1 24 Milestone 1 25 Nouou of Award 1 26 Notice to Pr oceedl 1 27 OWN] R 1 28 Partial Utilization 129 PCBs 130 Petroloum 131 Proleu 1 32 a Radioaotne Matanal 1 32 h Regular Work ig Hours 131 Resident Pr oµ,ct Repicsuntatnc 134 Samples 1 35 Shop Plantings 1 36 Specdlcations 137 SuIxontractor 1 38 Snbst Iru ial CLim p1.I ion 1 39 Supplementary Conditions 140 Supplier 1 41 Underground I aeihties 1 42 Unit PrIeC Woik 1 43 Work 1 44 Work Change Di,dw, 14s Wntien 4nendment - Page AII16I0 or Paragraph Number Number& fitle Page Number 1 2 PRFI IMINARY MAI IIIRS 3 1 21 Dddivcry of Bonds 3 1 22 Copies of DocunaLMS 3 1 23 Communcemunt of Contract 1 I roles, Notice to Proceed 3 1 24 Starting the Work 3 1 2 5-2 7 Before Starting Construotton, 1 CONTRACT016 Responsl6dny 1 to Report, Prelim mart' Sehedlles, 1 Do1iver3 of Certificates of I Insurance 3-4 1 ^_ 8 Preconstrucuon Conference 4 1 2 9 hntially Acceptable Schedules 4 1 1 3 CON RAC7 DOCUMFNIS INTENT, I AWNDl7317, RFUSF 4 1 3 1-32 Intent 4 1 3 3 Reference to Standards and Spal- I kcations of Ceohnical SO0letieS 1 Reporting and Resolving Dis- t orepancies 4-5 2 34 Intent of Certain terms or Adje0tiW6 5 2 3 5 AJncndmg Contract Docunents 5 2 36 Supplementing Contract 2 Documents 5 _ 3 7 Reuse of Dwmn ents 5 0 2 4 AVAII ABII,I tY Oh LANDS 2 ',lTBYJRTA(-,F AND PI I) S]CAI CONDITIONS 2 RFFERFNCI PO1NI'S 5 _ 4 1 Availability of Land% 3-6 2 4 2 Subsurface and Ph66ieal _ Conditions 6 _ 4 ^_ 1 Reports and Draw igs 6 2 4 2 2 1 muted Rclmnee b} CONTRA(- _ TOR luthorved Technical 2 Data 6 _ 4 2 3 Non, of Dilloring Snllsnrl toe 2 or Ph}sical Conditions 6 _ 42 4 ENGINEER, RLV mew 6 4'_ 5 Possibld Contiaut Doouni 2 Change 6 2 4 2 6 Possible PC1ee and I Imes 2-3 Adjustments b-7 3 4 3 Physiunl Condhtiotn--Underground 3 Facilities 7 43 1 Shown or Indicated 7 3 4 3 ' Not Shottn or Indicated 7 4 4 Reference Points 7 F JCDO OF 11 IRAI COFTM IONS 1910 3(1990 FDITION) W U UY Or I OR r ( 0111N6 X10DIFR,A 11OM IRI V 9199) Article or Paragraph Page Article or Paragraph Pa$$$ Number ,&I ale Number Number$ tale Num 45 Asbestos, PCBs, Petroleum 625 Submittal Prowedures CON - Hazardous Waste or TRACTOR's Review Prior Radioactive Material 7-8 to Shop Drawing or Sample Submittal 16 5 BONDS AND INSURANC F 8 6 ^_6 Shop Di awing & Sample Submit- 5 1-5 2 Performance, Pay"ent and Other tals Reviete by ENGINEER 16-17 Bonds 8 627 Responsibility for Variations 53 Licensed Surctics and Insurers, From Contract Documents 17 Ccruficatos of Insurance 8 6 28 Related Work Pcrformcd Prior 5 4 CONIRACTOR's Liability to ENGINEER's Revicw and Insurance 9 Approval of Requited 55 OWNb R's Liability Insurance 9 Submittals 17 56 Property Insurance 9-10 629 Continuing the Wort. 17 57 BOdLr and Machinery or Addr- 630 CON f RACTOR's General tional Property lnswance 10 Warranty and Guarantee 17 5 8 Notao of Cancellation Provision 10 631.o 33 Indemrntication 17-I8 59 CONTRACTOR's Responsibility 634 Sun n al of Obligations 18 for Dcductibli. Amounts 10 5 W Other SPcclal Insurance 10 7 OTHFRWORI. 18 5 11 Waiver of Rights 11 7 1-7 3 Related Work at Site 18 5 12-5 13 Receipt and Application of 74 Coordination 18 Insurance Proceeds 10-11 5 14 Acw.ptam.c of Bonds and III S OWNER'S RESPONSIB1LI11ES 18 anon Option to Replace I 1 8 1 CoruraunlCdhOnS to CON - Is Partial Utilization --Property IRACI OR 18 i aaui anco II 92 Replacen%it of FNGINFER 18 83 Furnish Data andPav Promptly 6 CONTRACT OR'S RFSPONSIBIT ITIES I I When Due 18 6 1-o 2 Supers rston and SuPcnntendence 11 84 Lands and EawmenLt, Reports 6 3-6 S Labor MaterigIS and Irgmpment 11-12 end I ests 18-19 66 Progress Schedule 12 8 5 Insurance 19 67 Substrtulos and "Or -Equal" llcros 86 Change OrcLrs 19 CONTRA( TOR's Ecpensc 8 7 Im,Pcctrons, T,sts and Sobsotute Construction Apprm als 19 Molhods or Procedures, 8 8 Stop or Suspend Work ENGINEER'S Evaluation 12-11 l erminme(_ONI RAC,IOR's 68-611 Concerning Subcontractors, Services 19 Supplo�rs and Olhcrs 89 Limitations on OWNM''S Wang of Rights 13-14 Responsibilities 19 612 Petonl Gen and Royalties 14 S Io Aslxstos, PCBs, Petroleum 6 13 Permits 14 Hazardous Waste or 6 14 Laws and R,gulatrons 14 R rdioaclne Mau,nal 19 6Is lases 14-15 811 Ev idcncL of Financid 616 Use of Prenises 15 Arrangements 19 b 17 Site Cleanliness 15 61S Sal, Structural I oadmg 15 9 I-NUINFER'S SIAI IS DURING b19 Rword Docmncnls IS C.ONSTRU(TION 19 621) S vl,t} and Protection 15-I6 91 OWNER's R�prescntatn e 19 (121 S.ihlS Rcpnsintativc lb 92 VisitstoSae 19 622 Hazard Communication Programs 16 93 Proleor Representanv� 19-21 6^-3 13alwgenwes Ili 94 Chu fi,ationSandintorpie- 624 Shop Drawings and SmnplcS 16 rations 21 9 Aulhonzcd l anations in Wxk 21 r/CDC GI NF Al CONI)MONS 1910 811990 EDM ri/(In OI IOR1 r 01 11 Ns Upon K A 110N5 atLV5 Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & rifle Number 96 Relcoung L7ejechve Work 21 13 8-13 9 Uncovering Mork at ENGI- 9 7-9 9 Shop Drawings Change Orders NEER's Request 27-28 and Pa}nncnls 21 13 10 OWNER Mav Stop the W ork 28 910 Determmatitns lot Unit Prices 21-22 13 11 Correction or Romoval or 911-9 12 Deusions on Disputes, hNGt- Defective Work 28 NEER as Initial Interpreter 22 13 12 Correction Period 28 913 Limitations on LNGINFER's 1313 Acceptance of Defective Work 28 Authority and Responsibilities 22-23 13 14 OWNER May Correct Defective Work 28-29 CHANGES IN rHE WORK 23 10 1 OWNER's Ordered Change 23 14 PAYMFNI S TO CON LRACI OR AND 102 Claim for Adjustment 23 COMPI ETION 29 103 Work Not Required by ContraLt 14 1 Schedule of Values 29 Documents 23 142 Application for Progress 10 4 Change ( )rdei s 23 Payin ent 29 105 NotitlLmioln of burety 23 143 CONTRAC I OR's Warranty of title 29 CHANGE OF CONTRACT PRICE 23 14 4-N 7 RcvleW of Applications for II1-113 ContracL Price, Claim lot Progress Payments 29-30 Adjustment Value of 14 8-14 9 Substantial Completion 30 the Work 23--24 1410 Painal Utilization 30-31 11 4 Cost of the Work 24-25 14 11 1 mal Inspection 31 11 5 heolusions to Cost of the Work 25 14 12 Final Application Lot Payment 31 11 6 CON rRACTORs Fu 25 14 13-14 14 Final Payment and Acceptance 31 11 7 Cost ReLords 25-26 14 Is Waiver of (,lamis 31-32 11 8 Cash Allowances 26 11 9 Unit Pi ice Wrnk 26 15 SUSPENSION OF WORK AND rFRN41NATION 32 CHANGE 01- CONTRACT [IMES 20 15 1 OWNER May Suspend Work 32 121 Claim for Adjustment 26 152-154 OWNERMay rermmate 32 12 2 I me of the Essence 26 15 5 CON t RACI OR May Stop 12 3 Delays Beyond CONIRACFOR's Wort. or Terminate. 32-33 Control_6-27 12 4 Delays Bevond OWNER's and 16 DISPUTE RESOLUTION 33 CONFRACTOR's Contiof 27 17 IvIIS(-I-,LI ANCOU', 33 FFSISAND NSI)NATONS CORRrCIION 171 Giving Notice 33 REMOVr\I. OR %CCLPTANCE OF 172 Computation of I imes 33 DEPEC(lDE WORK 27 173 Nonceof Claim 33 13 1 Notice of Defects 27 174 Cumulaln e Remedies 33 13 2 Access to the Waik 27 17 5 Protcssional Foes and Cowt 13 3 Tests and Inspections Coals Inc ludcd 33 CONTRACTOR, Cooperation 27 176 Apphcabl, State I mws 33-34 13 4 OWNER's Responsibilities Intentionally left blank 35 Independent I u,nng I ilwiauay 27 135 CONIRACIORs EVIIIHIF(,C-A (Optional) Responsibilities 27 Dispute Resolution Agn,enlent GC- \I 136-137 Cm,ring Mork Prior to lnspee- 161-166 Arbitration QC -AI lion Tesung or Appioval 27 Io 7 Mediation GC -AI h7CDC GFNhRAI CONDITIONS 1910 9(1990 EDITION) a/CIIA DI I oft I COI I INMOON( A 110M(RI V W99) INDEX FO GENERAL CONDI I IONS City of Port Collins modifications to the General Conditions of the Construction Contract are not shown In this indeN ArIICIL or Paragr rph Number Acc,pt rode of -- Bonds and Insuranc, 5 14 defeLdve Work 10 4 1 13 5 13 13 final payment 912, 14 15 msurao Le 5 14 other Work, by CONTRACTOR 73 Substlhnes and "Or -Equal" Runs 67 1 Work by OWNER 25,630,634 Access to the-- IandsOWNER and CONTRACTOR responsibilities 4 1 site related Work 72 Work 13 2, 13 14 14 9 Acts of Om Isvons--, Acts and Ont Issmns-- CONTRACTOR 691, 9 13 3 ENGINEER 620, 9 133 OWNER 620, 89 Add,nda--del inn ton of (also see definition of Specifications) (1 6, 1 10, 6 19) 1 1 Additional Property Insul antes 5 7 Adlustm ants -- Contract Prrc, or Contract Ifni 1535 41432452, 453 94, 95 102-104, II 12, 148, 151 progress schedule 66 AgrLLm cnt-- definnron of 1 2 All-121sk" Insur Inca, policy Form 5 o 2 Allowances, Cash 11 8 Amending Contract Docum Lnts 35 Ant,ndnlcnt Written— m gLneral 1 10, 1 45, 3 5 5 10 5 12 6 6_ 682619, 101, 104, 112 111 11 12 2, 14 7' Appual OWNER oI CONTRAC TOR intent to 9 In, 911, 104, 162 165 Application lot Pavment-- definnlon of 1 3 ENGINEER'S R,sponstbtlity 99 final payment 9 13 4, 9 135 14 12-14 15 In g,n,ral ^_ 8, 29 5 64 9 10, 15 5 progress payment 14 1-14 7 Ic% Few of 14 4-14 7 Arhmatlon to 1-16 6 Asb,slos-- Llaanspulsuanith,r,to 452 453 CON 1 RAC I OR authonzLd to stop Work 4 52 d,hnitton of 1 4 Article or OWNER r sponsibility for 4 5 1 8 10 possible price and limes change 4 5 2 Author17ed Variations to Walk 3 6, 625, 627 95 Availability of Lands 4 1, 8 4 Award NotILL of--def red 1 25 Before Starting Construction 2 5 2 8 Bid -definition of 1 5 (1 1 1 10, 2 3 3 3, 4264, 613, 1143, 1191) Bidding Documents --definition of 1 616 8 2) Bidding Requirements --definition of 17(11, 42 o2) Bonds-- accLptanc, of 5 14 additional bonds 105, 11459 Cost of the Work 11 5 4 definition of 1 8 delivery al 2 1, 5 1 final Application for Payment 14 12-14 14 general 1 10 5 1 - s 1, 5 13, 913 If) 5, 147o Performance Payment and Other i1-52 Bonds and insurance -an gen,tal 5 Builder's risk "all-risk" policy font 5 6 2 Cancellation provisions InsurancL 54 11 5 8, 5 15 Cish Allowances 11 8 Certdn.ate of Substantial Completion 1 38, 6 3u'_ 3 148, 1410 CLruficatds of Inspectton 9 13 4 13 5, 14 12 CITUEL IILS of InsurancL 27 5 3 5 4 11 5 4 13, 565,59 514 9 13 4 1412 Chang, in Contract PI ICL-- Cash Allowances 11 8 Llalm for prw, adjustment 41 426, 45, 515, 682, 94 95,g11 102, 105, 112,139, 13 13 13 14, 14 7, 15 1, 15 5 (_nNTRACTUR's lit, 11 6 Cost of Ili, R ork gLn,ral 11 4-11 7 Lxcluvons to, 11 5 Cost Records 11 7 in goner a l 111), 1 44, 9 11, 10 4 2, 1 n 4 3, 11 Lump Sum IRwng 11 3 2 Notification of Sur,ty 111 5 Seep, of 10 3-10 4 l ,sting and Inspection Unan Lrtng thL Work 119 r1GD,- GI NCRAI COMMCIM 1911) S (1990 F DI' ,10 CI IY OF I OR] COI I INS MC DII ICA IIONS tW Unit Price Work 119 CONTRACTOR's Fee 116 Article or Paragraph Number Valuc of Work 113 Change in Contract rinu,s-- Claim for tiles adjustment 4 1, 4 2 6, 4 5, 5 15, 682, 94, 95, 911, 102, 105, 121, 13 9, 13 13 1314, 147, 151 155 Contractual time hills 122 Delays beyond CONTRACTOR'S control 123 Delays beyond UWNFR's and CONT RAC FOR'S control 124 Notification of surety 10 5 Scope of change 10 1-10 4 Change Orders -- Acceptance ofDefeclme Work 13 13 Amending Contract Documents 3 5 Cash Allou ancos 11 8 Change of Contract Prig, I Change of Contract I Imes 12 Chances in the Work IU (-ON I RAC I OR's tee 11 6 Cost of the Work 11 4-11 7 Cost Records 11 7 dchnition of 1 9 cmerg, rides 613 FNGiNFFR's icslwnsibility 98, 104 172 121 execution of IU 4 lndemnifution 612,616 6 31-6 33 Insurance, ponds and 5 10, 5 11, 105 OWNLR may terminate 15 2-15 4 OWNERS Rcsponsibdity 86 104 Physical Conditions-- SubsurPice and 42 Undereround Facilities.- 43 2 Record Documents 6 19 Scope of Chance 10 3-10 4 Substitutes 673 682 Unit Pnce Work 11 9 value of Work covered by 11 3 Changes in the Work 10 Notification of surety 10 5 OWNFR's and C0NTR4C FOR's responsibilities Iu 4 Right Ioall adluRuucnt 102 ',cope of change to 3-lij 4 Claims-- againsl CONTRACTOR 616 against ENGINEER 632 against OWhiFR 6 32 Change of Contract Price 94, 11 2 Change of Umnacf Files N4 11_1 (,ON] RAC I OR's 4 7 1 94, 9 5, 9 11, 10 2, 11 2 11 9, 121 13 9 14 8, 151 155 171 Article or Paragraph Number CONTRACTOR's liability 5 4 6 12 6 16, 6 31 Cost of the Work 11 4, 11 5 Decisions on Disputes 911 912 Dispute Resolution 161 Dispute Resolution Agreement 161-166 ENGINEER as initial iminprctor 9 I l Lump Sum Pricing 11 3 2 Notice of 173 OWNFR's 94,95,911 102, 112, 119 12 1 13 9, 13 13, 13 14, 173 OWNER'S liability 55 OWNER may rotuse to make payment 147 Protesslonal Pees and Court Costs Included 175 request for formal decision on 911 Subsinuto Items 6 7 1 2 Time E\Iension 12 1 1 mic requirements 9 11, 12 1 Unit Price Work 11 9 3 Value of 113 Waiver of --on Final Payment 14 14 14 15 Work Change Dir,,cInve 102 wnttcn notice requucd 9 11, 11 2, 12 1 Clarifications and Interpretat Ions 363,94 9 11 Clean Site 6 17 Codes of Technical Soeicty Organization or Association 3 3 3 Commencement of Contract rimer 23 Coat munications-- gencral 62 692 81 Hazard Communication Programs ¢ 22 Completion - f mal Application for Payment 14 12 I, vial Inspection 14 11 Final Payment and Acceptance 14 13-14 14 Parted Utilization 14 10 Substantial ConlPhlion 138 148-149 Wmv,,r of Claims 14 Is C'oniputation of Tunes 1721-1722 Cunclrning Subcontractors, Suppliers and Others 6 8-6 11 Contei ences-- Iniuitll}aeceptahleschedules 29 precon5truclion 2 8 Conflict Error Anibiguin Dlscrcpancy-- CON11RACTORtoRcPori 25,332 Construction before starting by CONI R %CI OR 2 5-2 7 Construction Nfachinere, Equipment etc 64 Continuing the Work 629 104 Contract Do uni,r1t5-- Aniendmg 3 5 Bonds 5 1 FICDC CERERAI CONDITIONS 1910 3 (1990 I-D1510N) a/ CI I Y OI 1 OR 1 t OI 1 1s tdOD11 IGA I IONS I Ill %' 9/'J91 Cash Allowances 11 S Stop Work teguirements 45 CON IRAC IOR's— Article or Paragraph Number Change of Contract Rice Changt of Contract Torts Changes in the Work 10 4-Ill 5 Check and verify 25 Clarifications and Inttrprttations } 2, 3 6, 9 4 9 11 dtfinnton of 1 10 ENGINEER as initial interpreter of 9 11 FNG WP ER as OWNER's represenLstive 0 1 gencral3 Insurance 5 3 Intent y 1-3 4 minor variations In the Work 16 OWNLR's responsibility to furnish data 83 OWNCR's responsibility to make prompt payment 8 3 144, 14 13 prtted ,nit 11 33 3 Record Documents 619 Reference to Standards and Specific itions of Technical Soereties 33 Related Work 72 Reporting and Rtsolvnig Discrepancies 2 5 33 Reuse of 37 Supplementing 36 Termination of ENGINEFR's Fmploylnent 82 Unit Price Work 11 9 variations 36, 623, 627 b salts to Site, I NGINFER's 92 Constrict Rine-- adlustnunt of 35, 4194103, 11 2-11 3 Chang, of I I Decision on Disputes 911 d6oltIon of 1 I I Contract I Imes-- adlusnnentof 35,41 94 103 12 Changt of 12 1-12 4 Commencement of 23 defmnton o1 1 12 CONTR4CTOR-- Aetcptanee of lnsurantt 5 14 Communications 62 692 Continue Work 6 29 104 toorchnanon and sthedulmg 692 definition of 1 13 1 mnttd Rthantt on I chnlCal Data Authonred 4 22 Mav Stop Work or Trim Matt 15 5 provtdt slit access to others 72 11 2 Satety and Rot,c ion 4 3 1 2 6 16 6 IS 621-621 72 132 Shop Drawmg and Saniplt RLview Prior to Submlual o 25 Article or Compensation I I 1-11 2' Continuing Obligation 1415 Defective Work 96, 13 10-13 14 Duty to con ect defective Work 1311 Duly to Report -- Changes in the Work Caused by Emergency 623 Defe0ts in Work of Others 7 3 Differing conditions 42 3 Discs epancy in Documents 25 332,6142 Undcrgi ound Facilities not indicatod 432 Ent ergenties 623 Equipment and Machinery Rental Cost of the Work 11 4 5 3 Fte--Cost Plus 11 4 5 6, 11 5 1 11 6 Gtncral Warranty and GuarantLo 630 Hazard Communication Programs 622 IndeniniftLation o 12, 6 16, 631-633 Inspection of the Work 73, 134 Labor Materials and Equipment 6 3-6 5 Laws and Regulations Compliance by o 14 1 Liability Insurance 5 4 Notice of Intent to Appeal J 10 104 obligation to perform and complete the Work 630 Patent Fees and Royalties, paid for by 6 12 Pertormante and Other Bonds 5 1 Perm its, obtained and paid for by 6 13 Progress Schedule 2 6_ S ^_ 9, 6 6 029 104, U: 1 Request for formal declsionon disputes 913 Responsiblhties-- Changes in the Work 10 1 Conternmg Subcontractors Suppliers and Others o 8-611 Continuing the Work 6 29 10 4 C ONTRACT OR tvpense 671 CONTRACTOR's Genet al R at rants and Guarantee 6 30 CONTILVCTOR's its lew prior to Shop Drmi mg or Sample submittal 6 _5 ( oordmation of AC'rnk (,92 Finergencies o ^_3 ENCHNER'Rs tvaluatson Subsututts or "Or -Equal' hems 6 7 ; For Acts and Omissions olOthors o91-A91,913 lot d,.ductible amounts insurance 5 9 gentral o 72 73 S9 I Hazardous Communication Programs 62= Indunnitit mmn o31-631 av 11( DC GFNFRAL t ONOIIIONS 1910 S 11990 FDI nl U I} 01 i Olt1 (01 LIN1 VIODII ICA 110M (It1 I abor, Materials and Fquipment 6 3-6 s CON 112ACTORS--other 7 Laws and Regulations 6 14 Contractual Liability Insurance 54 10 Liability Insurance 5 4 Contractual Time Limits 122 Article or Paragraph Article or Paragraph Number Number Notice of variation from Contract Coordination -- Documents 627 CON 1 RAC I OR's responsibility 6 9 2 Patent Fees and Royalties 6 12 Copies of Documents 22 Permits 613 Correction Period 1312 Progress Schedule 66 Corrwtion Removal or Acceptance Record Documents 619 of Defecfne Work-- alated Wolk performed prior to 1n general 10 4 1 13 Ill-13 14 FNGINFFR's approval of legm red Acceptance of Defective Work 1313 submittals 628 Correction or Removal of safe structural loading h IS Defective Work 630, 13 11 Safety and Protection 620, 72 13 2 Correction Period 13 12 Safety Representatne 621 OIVNL R May Correct Defective Woik 13 14 Scheduling the Work 692 OWNER May Slop Work 13 10 Shop Drawings and Sampes 624 Cost -- Shop Drawings and Samples Rc�iew of Tests and Inspwtions 13 4 by FNC,INFFR 626 Record%117 Site Cleanliness 6 17 Cost of the Wort. -- Submittal Procedures 625 Bonds and insurance, additional 11 4 5 9 Substitute GOnSVU6tion Methods Cash Discounts 1142 and Procedures 672 CONI RACI OR's Fee 116 Substitutes and 'Or -Equal" Items 6 7 1 Enmployce Expenses 11 4 5 1 Superintendence 62 Fxclusmns to 115 Supen ision 6 1 General I l 4-11 5 Survtval of Obligations 6 34 Ilonie office and overhead expenses 11 5 l axes 6 15 Losses and damages 11 4 5 6 1 ests and Inspections 13 5 Materials and equipment 11 4 2 To Report 2 5 Minor cxpenSeS 11 4 5 8 Ust, of Prem roes 6 16-6 IS 6 3O ^_ 4 Payroll costs on changes 11 4 1 Review Prior to Shop Drawing or performed by Subcontractors 11 4 3 Sample Submittal 625 Records 117 Right to adjustment for changes in the Work IU ^_ Rentals of construction equipment right to claim 4, 7 I, 94, 95911, In 2,112, and machinery 11453 11 9 12 1 13 9 14 8 U I, 15 5 17 3 Royalty paynments permits and Safety and Protection o 2_0-622, 7 2 13 2 license lees 11 4 5 5 Safely Represeniative o 21 'Al office and lanmporap tacmhties 11 4 5'_ Shop llnwinga and Samples Subnuuals o 24-6 28 SPeemal Consultants CON I RAGI OR's 1144 Special Consultants 11 4 4 Supplemental 11 4 5 Substitute Construction Methods and Prucedures 67 1 axes related to the Work 11 4 5 4 Substitutes and "Or -Equal' Items, 1 gists and Inspection 13 4 I-xpense 67 1, 6 7 2 1 rade Discounts 11 4 2 Subcontractors, Suppllets and OthwS 68-o 11 Utilities, fuel and sanitiny facilities 114 5 7 Super\ Islon and Superintendence (,1 62 621 Welt, atler regular hours 11 4 1 I axes Payment by n 15 CoNcring Work 13 6-13 7 Use of Premises o 16-6 18 Cumulative RealLdieS 17 4-17 S Warr,mtics and guaianlees 0 5 631) Cutting filling and patching 72 Warranty of TIIIe 14 3 Dsta to be lurnished by OWNER S 3 W I itten Notice Required-- Day—dzhnitlon of 17 2 2 CONTR 1C I OR stop Wod, om lernmmate 155 Dcoiinns on Disputes 911,912 Reports of DIftcriag SnbSnl face defecme--definition of 1 14 snd Phyvcal Condinons 423 defee6me Wort.-- Sab8tan11al ComphDon 149 Acu,PI,incc of W 4 1 13 13 "It FJCDC GFNI R,V CONDJ r10NS 1910 4 r1990 EDITION) WO IY OP PORT COI I IM NIODIHCA Il ONS Ill] V 9)99) Correction or Removal of 104 1 13 11 Correction Period 13 12 In general 13 147 14 11 Aiticlo or I'aragi aph Numbs Observation by PN(jIN1417R 92 OWNER May Stop Work 13 10 Prompt Notice of Defects 13 1 Rejecting 96 Uncovering the Work 13 8 Definitions I Delays 4 I, 6 29 12 3-12 4 Delivery of Bonds 2 1 Deliver) of eeruficates of Insurance 27 Determinations for Unit Prices 9 10 Differing Subsurface or Physical Conditions— Notice of 423 ENGINEER's Review 4 24 Possible Contract Documents Change 4 25 Possible Price and I Imes AJjustments 4 26 Discrepancies -Reporting and Resolving ^_ 5, 3 3 =, 6 142 Dispute Resolution -- Agreement It) 1-16 6 Arbitration 16 1-16 5 gencrall6 Mediation 166 Dispute Resolution Agreement 161-166 Disputes Decisions by ENGTNFFR 9 11-9 12 Docunments-- Copies of 22 Recoi d 6 19 Rouse of 37 Drawings --definition of I Is Criscmenls 4 1 Dftective date of Agreement -- definition of 1 16 hmelgencins 623 I NGINEb R-- dS nutidl interpreter on deputes 9 11-9 12 definition of 1 17 Limitations on au[honh and rosponsibdities 9 13 Replaemmnt of R 2 RLSldent Project Representative Q 3 I'NGINEEi2's Consultant -- Jefinition of I IS PNGINELR's-- authotity and responsibih n, Imutations on 9 13 Authorized Vaiiations in the Work Q 5 Change Orders asponsibilnx for 97 10, 11 12 Clarification, and lnlcrpr,tallons 3 o 3 9 4 Dccisions on Disputes 9 11-9 12 defeawe Work notice of 13 1 Evaluation of Substitute Items 6 7 3 1 mbhty 632 912 Notice Walk is AcLcptablc 14 13 OlnervationS 6 30 2 9 2 OWNFR's Representative 5 Payments to the C,ONTRACI OR, Responsibiluv for 99, Recommendation of Payment 144, 14 1 Article or Responsibilities --Limitations on Review of Reports on Differing Subsurface and Physical Conditions Shop Drawings and Samples avmw responsibility Status During Cm%utiction-- authorizcd variations in the Wort. Clarifications and Interpretations Decisions on Disputes Determinations on Un It Prce LNGINEER as Initial Interpreter ENGINEERS Rosponsibditics Limitations on ENGINEER'S Authority and Responsibilities OWNFR's Representative Project Representative Rejecting Defecnee Work Shop Drawings Change Orders and Payments Visits to Site Unit Price dctennmmions Visits to Site Written consent required Equipment, Labor Materials and I gmpment rental. Cost of the Wort. Equivalent Materials and I7quipment vrrm or omissions Evidtnce of Financial Arrangements Explorations of physical conditions I ee CON I RAC rOR's--Costs Plus I,1eld Order -- definition of Issued by ENGINEER I trial Apphoation for Payment 1 Sal Inspection Final Pavincnt-- and AeecpmncL Prior to for cash dllowniees General A oS isions General Requuements-- delinition of principal rc Rrencus to = 6 6 4 Giving Notice Guarantee of Work --by CONTRACTOR Hazard Com m un scat Ion Pi ogrmn s I Tnzarlous Waste-- lclimtion of general OWNI-R's responsiblay lot 9 11-9 13 424 626 95 94 9 Il-9 12 910 9II-912 9 1-9 12 9 13 91 93 96 9 7-9 9 92 91U 92 7 2, 9 1 6 3-6 5 11453 67 633 3 11 421 11 6 1 19 3o1,95 14 12 14 11 14 13-14 14 11 8 17 3-17 4 1 20 6667 624 17 1 63(), 14 12 6 2^_ 1 21 45 R to ricDc CENrRAi CUM]I IONS 1911) 8(19901011 a/ U IY 01 1 ORI COI LINS NODII IcA I10NS iRl % Indemnification 612 616,631-633 Insurance 53 Initially Acceptable Schedules 2 9 Precedence 7 1 3 3 3 Inspection-- Reference to 3 3 1 Certificates of 9 13 4, 13 5 14 12 Safety and Protection 620 13 2 Final 14 11 Subcontractors, Suppliers and Otheis 6 8-6 11 Arttele or Paragraph Article or Paragraph Number Number Special, required by ENGINEER 96 Tests and I nspections 135 Tests and Approval 8 7, 13 3-13 4 Use of Premises 6 16 Insurance-- Visits to Site 9 2 Acceptanw of by OWNER 5 14 Liability Insurance -- Additional required by changes CONTRACTOR's 54 in the Work 11 4 5 9 OWbiER's 5 5 Before starting the Work 27 I icensed Sureties and Insurers 5 3 Bonds and --in general 5 Liens-- Canellalron Provision, 5 8 Application for Progress Payment 142 Cerfrlicalcs of 275535411, 5413, CON I RAC fOR's Warranty of l rile 143 5 6 5, 5 8 5 14, 9 13 4 14 12 Final Application for Paymcnt 14 12 completed operations 54 13 definition of 1 23 CONTRACTOR's Liabrhty 54 W liver of Claim s 14 I S CON RAC OR's oblccuon in coverage 5 14 Limaanons on FN(,INPER's authority and Contractual Liability 5 4 Ill responsibilities 913 deductible amounts, CONTRACTORS I maned Reliance bN CONTRACTOR rdsponsibihty 59 Authorized 422 Final Apphcauon for Payment 14 12 MdinlendnOC and Operating Manuals -- Licensed Insurers 53 Final Application for Payment 14 12 NetlLc requirements, material changes 5 8, In 5 Manuals (of others) -- Option to Replace 5 14 Precedence 3 3 3 1 other special insurances 5 10 Reference to in Contract Documents 3 3 1 OWNCR as fidumary for mwr, ds 5 12-5 13 Mmtrials and equipment-- OWNFR's Liability 5 5 furnished by CON RAC I OR o 3 OWNER's Responsibility S 5 not incorpoi ated in Work 14 2 Partial Utilization Property Insurance 5 li Mab.nals or equipment --equivalent 6 7 Property 5 6-5 Ili Mediation (Optional) 167 Recopt and Application of Insurance iMileslonos--definition of 1 24 Proceeds 512-513 Miscellaneous -- Special Insmnnce 5 10 Computation of I lines 172 W aner of Rights 5 11 Cumulative Remedies 174 Intent of Contract Documents 3 1.3 4 G iving Noliee 17 1 Interpretations and Clarifications 3 63 94 Noucc of Claim 173 Investigal ions of ph-vsmal conditions 4: Protessional Fees and Court (,osts Included 175 Labor, Materials and Equipment 6 3-6 5 Ivlulu-Nine contracts 7 Lands-- Not Shown or Indidatul 43 2 and basements 84 Notxe of -- At adabdity of 4 I, 94 Aoceptabil av of Pi oleet 14 11 Reportsand Tests 84 Award, detlnmrnl of 1 25 1 aws and Regulations --I auks or Regulations-- Claim 17 3 Bonds 5 1-5 2 DLlccis,13I Changes in the Work Ir14 Ddlcknng 5ubsurfacc or Physical i-onditions 4 2 3 Contract Documents 3 1 Giving 17 1 CON I RACTUR's Responsibrhtles 6 61 Corrdction Period da(z,.ma Work 13 12 Tests and Inspections 133 Cost of the Wort. taxes 11 4 5 4 Vanatiord Shop Draw Ing and }ample 6 27 definition of 1 22 Noucc to PIOLeL(I— g,nera16 14 dlLfinmon of 1 26 Ind Unolfll lnon n31-633 giving of 23 FJCDC GFNFRAI COVDI9IONS 1910 911990 1 DITIONI m/ LI I Y O4 I Oldi lot LI 5 AIODIHCA [IONS lift \ 9199) Notification to Surety 10 5 Observations, by ENGENLER 630 92 Occupancy of the Work 5 15, 6 30 2 4 14 1N Omissions or acts by CONTRACfOB 69,9 13 Open Peril policy toms Insurance 5 6 2 Option to Replace 5 14 Article or Paragraph Number "Or I qual" Items 67 Olhcr work 7 Overtime Work--prohrbalion of 63 OWNER-- Aceeptaneeofdefectile Work 1313 appoint an ENGTNEPR 92 is fiduciary 5 12-5 13 Avadahthly of Lands, responsibility 41 definition of 1 27 data, furnish 83 May Correct Defeehre Work 1314 May refuse to make payment 147 May Stop the Work 13 10 May buspend Work, Terminate 8 8, 13 10 15 1-15 4 Payment, make prompt 83 144 1413 performance of other work 71 porn its and licenses regmront cots 613 purchased msurancc requirements 5 6-5 10 OWNER's-- Aeceptance of the Work 6 30 2 5 Change Orders, obligation to execute 86, 104 Conml urucahons 8 1 Coordination of the Work 74 Disputes, request for decision 9 11 InspLUions tests and approvals 8 7, 134 LiabrhhV Insurance 5 5 None, of DLfects 13 1 Representative --During Construction PNIdNLLR's Status 9 1 Responsiblllne4-- Asbestos PCBs Petroleum Haiardous Waste or Radioactive Material 8 III Change Orders 86 Changes in the Work 10 1 communications 8 1 CON"[ RACIOR's responsibilities 89 evldencL of Iinanmal airangamonts 8 11 inspections, tests and approvals 87 insurance 8 5 lands and easements 84 prompt paym Lnt by 83 replaceinent of ENGINEER 82 reports and tests 8 4 stop or suspend Wort. 8 8 13 10 15 1 terminate CONTRACTOR'S services 8 8 15 2 %,past, iepresenteirvc at site 9 1 testing independent use or occupancy of the Work written consent or approval required 13 515 63024, 141 0• 011 I JCDt, GLNI R4I CONDI INNS 1910 S 11990 FDI" w/ U IY Ol, 1 Olt I COLT INS MODII IcA [IONS IRCI Soapstone Prairie Natural Area Project Special Provisions -2- REVISION OF SECTION 212 Seeding, Fertilizer, Soil Conditioner, and Sodding 3 Wetland Seed (only applies in the Wire Draw channel PLS Seeding Rate bottom at the proposed bridge) (#/acre drilled) Western wheat (Pascopyi ion smiths) 44 Blue Grama (Bouteloua graciliv) 09 Inland salt grass (Dnnchlis stricta) 20 Canada wild rye (Elvinuv canadenvis) 63 Swnchgrass (Paniaan wigalian) 25 Prairie cordgrass (Spartina pecnnata) 40 The formula used for detei ruining the quantity of PLS shall be Bulk Pounds of Seed Species x (%Pmuy x %Germination) = Pounds of PLS Subsection 212 03 Seeding Seasons. Remove the entire section and insert the following All seeding must he completed prior to Febi uai y 28, 2008 Subsection 212.06 (a) Remove the entire section and insert the following August (a) Sod Preparation Slopes flatter than 2 1, in areas that have mpported vehicular traffic or which have been otheiwise artificially compacted or disturbed shall be upped and idled to a depth of twelve (12) inches All other ueas with slopes flatter than 2 1 shall be tilled into an even and loose seed bed six (6) inches deep The sod shall be woiked until no clods of soil greater than two (2) inches remain Slope 2 1 or steeper shall be left in a roughened condition All tilling operations on slopes 2 1 or steeper shall be done in the direction that follows the natural contours of the land Slopes shall be free of all concrete Slopes shall be free of all stones in excess of six (6) mchcs in any dimension Slopes shall be free of sticks and debris in excess of thiee (3) inches in any dimension, and brought to the desired line and grade Any ir regularities in the ground surface resulting liom soil preparation operations, including but not Innited to edges, high points, and depressions more than three (3) inches in height of depth shall be corrected and sloped to dram Subsection 212.06 (b) Remove the entire section and insert the following (b) Fetnhzing and Sod Conditioning Fertdizeis and soil conditioners will not be used in native seeding areas In compliance with all applicable sections of the specifications, water will be applied as necessary to control dust and maintain moisture necessaiy to work the soils, Article or Paragraph Number written notice rcyuired 7 1 94 911, II^_ 119147,154 PCBs -- definition of 1 29 general 45 OWNER's responsibility for 8 10 Partial Utilization-- dotinitlon of 1 28 general 6 30 2 4, 14 10 Property Insurance 5 15 Patent Fees and Royalties 6 12 Payment Bonds 5 1-5 2 Payments, Recommendation of 144-14 7 14 13 Payments to CON I RACFOR and Completion -- Application for ProgressPayments 142 CONTRACTOR'S Warranty of Title 143 Final Application for Payment 14 12 Final Inspection 14 11 Final Payment and Acecptznec 14 13-1.1 14 general 83 14 Partial Utilization 14 10 ketainage 142 Review of Applications lot Progress Payments 14 4-14 7 prompt payment 83 Schedule of Values 14 1 Submintial Completion 148-149 Waiver of Claims 14 15 when payments due 144 1413 withholding payment 147 Performance Bonds ' 1-52 Perm its 6 13 Petroleum -- definition ul 1 3o general 45 OWNER's responsibility for 8 10 Ph5 sical Conditions — Drawings of in or relating to 42 12 ENGINEER's review 4 2 4 existing structures 41 general 4 2 1 2 Notice of Offering Subsurface or 4 _ 3 Possible Connnet Dowmcnts change 42 3 Possible Price and 1 tines Adjustments 4 ^_ 6 Reports and Drawings 42 1 Subsurface and, 42 Subsurface Conditions 42 1 1 Tochmcal Data, Limited Rchance by CONTRACTOR Authorized 4 2 ^_ Undergiound Fauditics-- general 43 Not Shown of lne110aod 4 1 ^_ Protcchon o1 4 3, b 20 Article of Paragraph Number Shown or Indicated 4 3 1 Cechnicil Data 4 22 Preconstruction Conference 2 8 Prchmmary [Matters 2 Prellmmary Soheclules 26 Premises, Use of 616.6 18 Price, Change of Contract I Pric(, Contract--clelinition of 1 I I Progress Payment, Applications for 142 Progress Payment--retainagc 142 Progress schedule, CONTRACTOR's 26 2 8, 29, 6 6, 6 29, 11)4, 15 2 1 Project --definition of 1 31 Project Representative-- LNGINEER's Stalus During(-orntmotion 93 Project Representaative, Resident --definition of 1 33 prompt payment by OWNER 83 Property Insurance -- Additional 57 gencjaB 6-S III Partial Utilization 515, 14 10 2 receipt and application of proceeds 5 125 13 Protection Safety and 6 20-6 21 132 Punch list 14 11 Radioactive Material-- defintion of 1 32 gencral4 5 OWNFR's responsibility for 8 M Recommendation of Payment 144 145 1413 Record Documents 619, 1412 Records, procedures tot maintaining 28 Reterenc0 Points 44 Reh.rencc to Standards and Specifications o1 T echnical Soci ties 33 Regulations, I aws and (or) 6 14 Rejecting Defective Work 96 Related Wort. -- at Site 7 1-7 3 PLrlo(mcd prior to Shop Drawings and bamples submittals revicv 6228 Remedies cumulatne 174, 175 Removal of Correction ulnakevre Wort. 13 11 rental agreements, OWNER appicl al reyuirccl 11 4 i 3 eplacentcntol I NWNH-k by OWNb12 82 Reporting and Resoking Discrepancies 2 5 z 3 2, 6 142 Reports -- and DGIR mgs 4 2 1 and Tcsls OWNER's rosponsibihty 84 Resident snd Proleet Rcprescntatn c-- dehnition of 1 33 provision for 03 va F1CIX' GI NCRd1 CONDITIONS 1910 S 0990 FDITIONI w/ Cl I) OF I OR I COI I INS NODII [CA It ON, (RF V 9199) Article or Paragraph Number Resident SupLnntendent CON I RAC OR's b 2 Responsibilities-- CONTRACTOR's-m genLral 6 GNGINFMMs-In general 9 Limitations on 9 13 OWNTER's-in general 8 Retarnage 14 2 Reuse of DOLUM,mt 3 7 Rcn Iew by CONTRACTOR Shop Drawings end Samples Prior to Submittal 625 R,v rew of Applications for Progress Payments 144-147 Right to an adjustment 102 Rights of Way 4 1 Royalties, Patent Fees and 6 12 SAh 9117uLtural Loading 61S Sal,ty-- and Notection 4 3 2, 616, 6 18, 620-621,72, 132 general 6 20-623 RLpresentane CONfRACtOR's 621 Samph s-- (1,firntion of 1 34 general 6 24-6 28 Res rew by CON7 RAC rOR 625 RCV1LW by ENGINFER 626627 related Work 628 submittal of 6242 submittal procedures 625 SLhedule of progress 2 6 2 8-2 9, 6 6, 629 In 4, 1521 SchLdnle of )hop Dranung and Sampl, Submittals 2 6, 2 2 9, 6 24-6 28 Schedule of Values 2 6, ^_ 8-2 9 14 1 S,hedules-- AdherenLL to 152 1 Adjusting 6 n Chang, of ContrALt 1 imes 104 Inmall} ALceptable 2 8 2 9 Preliminary 2 6 S,ope of ChangL, 103-I04 Subsurfa,e Conditions 4 2 1 1 Shop Drain vigs— 'ind bzmpl,s gin Llal 624-628 Change OrcILrS X Applications for Payments and 9 7-9 9 dLhmtion tit 135 FNGINL"FR's apprm al of 3 6 2 FNGINETR's r,sponsibriny t01 1Cl IL4\ 9 7 6 24-6 28 1Ll11ed Male 628 1 Lvicw proLLdures 2 8 6 24-6 28 Article or Num submittal required 6241 Submittal PrOULLlureS 6 25 use to approve substitutions 6 7 3 Shown or Indicated 4 3 I bite Access 72, 132 bite Cleanliness 6 17 Site Visits to -- by ENGINEER 92 132 by others 132 "special causes of loss" policy form, Insurance 5 6 2 definition of 136 Specs fical Ions-- defmation of 1 36 of Technical Societies, referen,e to j 3 1 precedence 3 33 Standaids and SpL(iOLations of T,ehm,al Societies 33 Starting Cons ruLucn, Before 2 S-2 8 btmting the Work 24 Stop or Suspend Work -- by C ONT RAC rOR 155 by OWNER 8 8 13 In 15 1 Storage of materials and equipmcm, 4 1 72 Structural l coding Safety 6IS Sulxontractor-- Concia rung 6 8-6 11 definition of 1 37 delays 123 waiver of rights 611 Subcontractors—m general 6 8-6 11 SubLontraets--roqurn.d provisions 5 11 6 11, 11 4 3 Submittals — Applications for Payment 142 Maintenance and Operation Manuals 14 12 Procedures 625 Progress Schedules 26, 29 Samples 6 24-o 28 Schedule of bd1uLS 26, 14 1 Schedule of Shop Drau rags and Samples Submissions 26 2 8-2 9 Shop Drawings 6 24-6 28 buhs[antial Completion-- Lertifi Lation of 6 302 3 14 8-14 9 detimtlon of 1 3N SubstitutL Construction M,thods or Proccdur,s 6 7'_ Substitut,s and 'Or Equal' Itons 6 7 CONI RACTOR's ErpensL 67 1 3 I-NGIN9FR's P,,iluation 67 3 "Or -Equal" 67 1 1 SubstnutL Consnu,tion Methods vui EICDC OLNEKAI CONDITIONS 1910 811990 FDI' n! CI I V 01 1 DR I COLLINS AIODII I(,A IRONS pa t Article or Paragraph Number or PF06LCIL C5 6 7 2 Substitute Items 67 12 Suhsurtace and Physical Conditions— Drawings of In or relmng l0 42 12 ENGINLI-Ws Review 424 gweral 42 Limited Reliance by C'ONrTRACIOR Authorized 4 2 2 Notice of Differing Subsurtau. OF Physical Conditions 4 2 3 Physical Conditions 42 12 Possihle Contract Documents Change 4 2 5 Possible Price andTunes Adjustments 426 Reports and DrtoNings 42 1 Subsurface and 42 Subsurface Conditions at the SAL 42 11 1 echmcal Data 422 Superu ision-- CONIRAC IOR'sresponsibihry 61 Ol\'N ,R shall not supers Ise 89 6NG WEER shall not supervise 92 9 132 bopermtcndcnoc 62 Superintendent CON I RACTOR's resident 62 Supplemental costs 11 45 Supplementary Conditions -- definition of I I9 principal references to I W, 1 18 22 27, 42 43 51 53,54,56-59, 5It 68 613,74 811,93,910 Supplenuntmg Contract Documents 36 Supplier-- ch,hnition of 1 40 pnnupal references to 3 7 6 5, 6 8-6 11 6 20, 624 913, 1412 11 mvcr of Rights 6 II Surety consent to final payment 14 12 14 14 ENGINEER has no duly to 9 13 Notification of 101 11)5 l52 qualification of s 1-5 3 Sits ival of Obligations 634 Suspend WOIk OWNFRN195 1110, is I Suspension of Work and I erm mason-- 15 CON RACI OR Ma} Stop Work or Term mate 15 5 OWNVLR May Suspend Wort. 15 1 01VNER Mary Tennmatc 15 2-15 4 Ta\bs--Payment by CONTRACTOR 6 Is I echnical Data-- 1 tinned Reliance by CONTRACTOR 4 2 2 Possible Price and I tines Adjustments 4 2 6 Rcpoi Is of DJIcI Ing Subsurl ice end Plrysleal CanditiOnS �n 421 I emporary construction faclhtles 4 1 Article or Paragraph Number Term mat ton -- by CONTRACTOR 155 byOWNI'R 88, 15 1-15 4 of ENGINEFR's employment 82 Suspension of Work-in general 15 Terms and Adjectives 34 rests and Inspections-- AGLLSS to the Work by othurs 13 2 CON IRACIOR's responsibilmes 135 cost of 13 4 covering Work prior to 13 6-13 7 Laws and Regulations (or) 115 Notice of Defects 13 1 OWNER May Stop Work 13 10 OWNER'S mdependent lcstine 134 spcwal rcgmrcd by ENGINEER 96 timely notice rOqutrcd 134 Uncovering the Work, at PNGINEER's request 13 8-13 9 I Imes— Adjusting 66 Change of Contract 12 Computation of 172 Contract Tunes --definition of 1 12 day 1722 Milestones 12 Rulwrements-- appeals 910, 16 clarifications c1mmS and disputes 9 11 11 ^_ 12 Commcncdmcnt of Contract runes 23 Preconstruction Conference 2 8 schedules 2 6, ^_ 9, 6 6 Marling the Work 24 Title Warranty of 143 Uncovering Work 13 8-13 9 Underground 4awlit es, Physical Conditions-- dehnnion of 1 41 Not Shown a Indicated 4 32 protection of 43 6 20 Shown or Indicated 43 1 Unit PrIOe Work -- claims 11 91 definition of 1 42 gd.m ral11 9 14 1 14 5 Unit Prides-- generalll 3 1 Dclelmination for o In Use of Premises 6 16, 6 IS 63024 Utility owners 613 620 71-71 132 Utihmtion, Partial 1 28 5 15 6 3u 2 4, 14 10 Value of the Work 11 3 Value% Schedule of 2 0, 2 8-2 9, 14 1 rld'DC GFNI RAT COMJI I IONS 1910 811990 1 DI IIOM ir/ CI IT OF i Olt r coi i INS NIODII ICA rIONS iRF V9199) Variations in Work --Minor Authorized 625 o 27 95 Article or Paragraph Number Visits to Sile_bb ENGINEER 92 Wan er of Claims --on Final Payment 14 15 Waiver of Rights by insured parties 5 11, 6 11 Warranty and Guarantee, General --by CONIRACIOR 630 Warrant} of Till, CONTRACTORS 143 Work -- Access to 132 by others 7 Changes 1n the 10 Contmmne the 629 CONTRAC rOR May Stop Work or fermmate 155 Coordination of 74 Cost of the 11 4-11 5 definition of 1 43 noglutLcl by CONTRACTOR 13 14 other Wort. 7 OWNI?R May )top Wort, 13 10 OWNJ R May Suspend Woe k 13 10, 15 1 Related Work at Slte 7 1-7 3 Startm g the 24 Stopping by CON t RAW OR 155 Stopping by OWNFR 15 1-15 4 Variation and deviation authorized ill ntoe 36 Work Change Directive -- claims pursu mt to 102 definition of 1 44 principal references to 3 5 3 101-10 2 Written Amcndmi,nt-- definition of 1 45 principal r. fcr.necs to 1 111 3 5, 5 10,15 12 662, 682, 619, 10 1, lO4 112 121, 13 12 2 1472 Written (_tan boat Ions and Interpretations 3 63, 9 4, 9 11 Written Notioe R quir dl b1 CONTRACIOR 7 1, 9 10-9 11 104 112 121 b1 Oki, NER 9 10-9 11, 10 4 11 2 13 14 e� r1CCCCI NIRAI ((INDi (IONS JI0 S(096 FDI a/(I IY 01 1 OKI COI I INSMOIDIYI(,AIlONS ni V (This page lett Mink lntentlonnlly) FJCDC OENFR M CONDITIONS 1910 3 (1990 FDI I IOM a/(II}O) IOR (01 I INS N101API(A NONS I RFV9(99) GENERAL CONDITIONS kRI ICIA, 1—M7 PIN] IIONS Whoravcr used in those Gmwt al Conditions or m the other Contract Documents the following terms have the meanings Indicated which are applicable to both the singular and plural thereof l l 4dtknda--Wniten or graphu, instruments Issued prior to the opening of Bids which clarify correct or change the Bidding Requirements or the Contract Doennlbnts 12 Agreement— l he written corm act between OWNER and CONTRACTOR covering the Work to be performed, other Contract Documents are attached to the Agreement and made apart these[ as provided therein 1 3 4pphcation for Payment-1 he form accepted by ENGINEER which is to be used by CONTRACIOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is requIrod by the Contract Documents 1 4 Isbevtw--Any roarer ml that contains more than one percent asbestos and is frable or is releasing asbestos fibers into the au above currant action levels cstabhshed by Ihe Urmt.d States Occupational Safety and Health Administration 1 5 Bicl—The otter or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed I6 Bidding Documents --The advertisement or invitation to Bud Instructions to bidders rho Bid form, and the proposed Corset Documents (including all Acldendla Issued pima to recelpt of Bids) 17 Bidding Requmemenis--the adverhsenrcnl or invitation to Bid, instruction to bidders, and the Bid form 1 8 Bond—Pdrloriande and Pavirent bonds and other mstruni ofseeunty 19 Change Order —A dooumenl ruommendcd b3 ENGINEER which is signed by CONTRACTOR and O).VNER and authontis an addition, deletion or nvuton in tie Woik or do adlusmunt in the Contract Price or the Contract Times issued on or alter the Eflootite Datc of the Agreement 1 to c-ontract 00LIMIenA—I1he Agiewncnt, Addenda (which p<rtam to the COnt(aol Documents) CONTRACTOR'S Bid (including documentation adcompanyuig the Bid and any post Bid documentation subnuted prior to the Notloo of .award) when duachcd as an eehrbn to the A r,erncnt the NOtae to ProucJ the Bonds these General Conditions the Supplenlentan Conditions the Spuhcations and the Drawings as the PrCOCCIta` ALCONDITIOIQs t9 to a I199017M.I ,1=01 FORS (0111 Ns\IODll ICATIONSsnu V M0001 same are more specifically IdLntlfed in the Agreement, together with all Written Amendments Change Orders, Work Change Di es Field Orden and ENGINEER'S written interpretations and clarifications issued pursuant to paragraphs 3 5 3 6 1 and 3 0 3 on or after the Effective Diu, of the Agreement Shop Drawing submittals approved pursuant to paragraphs 626 and 627 and the reports and drawings referred to In paragraphs 4 2 1 and 4 2 2 are not Contract Documents I It Contract Pnee--The moneys payable by OWNER to CON RAC TOR for donipletion of the Work in accordance with the Contmct Documents as stated in the Agreement (subject to the provisions of paragraph 11 9 1 in the case of Unit Price Work) 112 Contiaer /tines—Ihe numbers of days or the dates stated in the Agreement (I) to achieve Substantial Completion, and (u) to complete the Work so that it is ready for final payment as evidenced by EiNGINCLR's written recommendation of final payment In acoordmwc with paragraph 14 13 1 13 CON7RACTOR--The person firs or corporation with whom OWNER has entered into the Agreement 114 dejeet7i adjective which when muddying the word Work refers to Wort, that is uns a sfacton, faulty or deficient in that It does not conform to the Contmct Documents oI does not meet the requi onments of any inspcutiou reforenco standard lost or approval referred Ira in the Contract DOerimdllS or has been damaged prior to FNGfVPER's recommendation of final Payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion an aceord4na, with paragraph 14 8 or 14 10) 1 15 Drawings --The drawings which show the scope cetcnt and character of the Work to be furnished and perfonneKd by CONTRACTOR and which have bn.n prepared or approved by FNGINFER and are referred to in the Contract Documents Shop dmaings are not Drawings as so dcfim d 116 E((ecnve Date of the Agreement --The dui. indicated in the Agmoment on which it li wrines effccuvc, but it no such data is inchcated it mean Ihe date on whah the Agreement Is signed and dchvered by the last of Ihe two parties to sign and dclivcr 117 EN'G(>4'F_ER—fie p,i firm or ,.orpormion named ,m such in the Agar, nnnl I IS ENGDEERb Consul(ant—A penou inn or corporation having a contract with ENGINEER to furnish sere lClS as ENGINEER% independent prolcssiond associate or consultant with Iespcct to the Plolect end who is hckaitificdi is such in the Supplementary Conditions 119 Field Order-1 untlen order issued by ENGINEER w}uch orders mmor ehary,cs in the Work in accord n, , with paeigr iph 9 9 hat had, dues not urvoh.. A change in the Contmct Price or be Contr tot I tines 120 General I?equit emenu--Sections of Dry ision I of tho Slxcifications 1 21 Hazrndous If rite-1 he ten Hnrardous Waste shall have the meaning prodded in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time 1 22 a Lmvs and Regalanaxs Lary of Regulations --Any and all applicable laws rules, regulations, ordinances, codes and orders of any and all governmental bodies agencies, authorities and courts havmgyunschcuon 1 22 b Le¢al Holidays --shall Ix those holidays observed by the City of bort Collins 1 23 liens --Liens, charges, security interests or Cncunibrances upon real property or personal property 124 Milestone --A principal event spxeified in the Contract Documents relating to an intermcdrau, completion date or time prior to Substantial Completion of all the Work 125 Nohi,e of flwmd--A written notice by OWNER to the apparent successful bidder stating that upon compliance by the appment successful bidder nth die conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreenicnt 126 Aoace to Proceed --A written notice gnerr by OWNER to CONTRACTOR faith a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall scut to perform CONTRACTORS obligations under the Contract Documents 127 01ll'FR--The public body or authority, corporation association, firm or person with whorl CONTRACTOR has cnterod into the Agncment and for whom the Work w to Ix: PI OV lded 128 Parnal Utrheanon--Use by OWNER of a substantially completed part of the Work for the purpose for which rl in mlended (or a related pugsse) prior to Substantial Completion of all the Work 129 PCBs-POlyehlonnatul brpheny is 1 30 Petroleum --Petroleum, including crude oil or any traction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahmnhcit and 147 pounds p Cr square inch absolutd) such as oil pxtroleum, fuel oil oil sludge oil rduse, gasoline kerosene and oil mixed with other non-Ilatardous Wastes and crude oils 1 31 Project --the total construction of which the Work to lx, pros idol under the Contract DocunrLms max be the whole, or a part as Indicated gSLWhCIe in die Conrratt DOLUIIICnts 1 12 a Radmaclive I4U1erml--SOurCC spxu,d nuclear or b%product makrial as defined by the Atomic Lncrgy Oct of rr7DC GFNFR 4L CONDITI CANS 1910 411990 rdman i✓C1rY011 ORa COI I Iss AIODII IC4TIONSAM V2111101 1954 (42 USC Section 2011 or seq) as amended from time to time 1 32 h Regulat I6otiwi¢ Hotrrr--Regular working hours are defined as 7 00 m to 6 00pm unless otherwise _sp�eifi!O-m the GGvnual Requrretnents I U Readenl Ptoject Representative-1 ho authon7ed representative of ENGINEER who may be assigned to the site or any part thereof 114 Sampler -Physical examples Of materials, e<Iuipnicut, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work, ill be Judged 135 ,Shop Dwaiingc--AII drawings, diagrams, illustrations, schedules and other data or intonation which are specifically prepared or assembled by or for CONIRCTOR and submitted by CONTRACTOR to illustrate some portion of the Work 136 Spec+fmanons-I hose portions of the Contract DWUnients Consisting of written technical descriptions of materials equipment, construction system& standards and wobmimiship as applied to the Work and certain administrative details applicable thereto 1 37 Subcontractot--An individual than of Corporation hiving a direct Contract with CONTRACTOR or with any other Subcontractor for the perfomuanCe of a part of the Work at the site 139 Snbetanual Coniplenon--the Work (or It specifiecl part theicot) has progressed to the point where, in the Opinion of ENGINEER as evidenced by ENGINEER's defrmtive CeNficate of Substantial Completion it is sufficiently complete, in accordance with the Lonuaet Doeumcuts so that tlic Work (or specified part) Can be utihzod for the purposes tot which it is intended or it no such certificate is Issued when the Vfork Is complete and ready for final payment as Cxldeneed by ENGINEER's written recommendation of final payment in accordance with paragraph 14 13 The tens "substantially complete' and "substantially wmplcted" as applied to all or part of the Work refer to Substantial Comph,tion thereof 139 Supplemenlary Conchnons-I he part of the Contract Documents which amends or supplcnnmts these General Conditions 140 Suppher-A manufacturer fabricator, supplier distributor matermlman or vendor En me a direct Contract wllh GONTRACI OR or with any Subcontractor to Iwnnh materials or equipment to be incorporated in the Work by CONTRACt OR orany Subcontractot 1 41 Undeigearaid Fatdaies-All pipelines, conduits ducts, cables wuCS, manholes, vaults tanks tunnels or other suth tacihtas or attachment, and any eneaaenicnts contiunmg such faerhneS whnh hale Ixon ristAkd underground to firrush any Call tlic following SCnlces or materials electricity, gases, steam, liquid petroleum products telephone or other communications, cable teluvmon sewage and drainage removal traffic or other control systems or Witter 1 42 Unit Pnce li'ork-W ork to be paid for on Iho basis of unit prices 1 43 )ha6--The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and agwpmcnl into the construction and performing or furnishing services and furnishing documents, all as required by the Contract DoLumen s 1 44 Work Change Dweeaee-A written directive to CONTRACTOR, issued on or after the FITecnve Date of Ore Agreement and signed by OWNER and recommended by ENGINl ER, or(kring an addition, deletion or revision in the Wort., or responding to differing or unforeseen physical conditions under which the Work is to be performed as protrded in pamgraph42 or 43 of to emergencies under pangmph623 A Wort. Change Directive will not change the Contract Price or the Contract Dunes. but is cadence that the panics vspect that the change directed or documented by a Wort. Change D1reLuve will he alLarorated in a subsequently issued Change Order follow ing negotiations by the panics as to its eflLd, if any on the Contract price or ConuaLt Times as prov ided in pnrmgiaph I t12 149 Wizrten 4menchnent-A written LMLndm,nt of the Contract Documents, slgnLd by OWNER and CON'tRACI OR on or after the Effective Date of the Agreement and normally dealmg with die nonengrrncnng or non0.chrucad rather than strictly construction -related ,aspects of the Contract Dceurrients AR IICLE 2-11RP LIPII NARI MA IPILti Uelivery of Bonds I When CONIRACTOR delivers lhL LSLLUL,d AgrLements to OWNER CONIRACWR shall also dLllVLr to OWNER such Bonds as CON RAC IOR may bL rLgtnred to furnish m accordLmoc W ith paragraph 5 I Copies of Dacitnients 22 OWNER shall funush to CON I RAC I OR up to ten LoplLs (unkss otherwise spcuifiW in thL Suppluniunt'in Conditions) of the Contract Documents its are reasonable nucssan for the eaeumon of the Wort. Additromtl Lopres will be lumnhul, upon rL<luest, at Um dosl of rtproduction Commencement of Contract t units, Nonce to R oceed ' 3 1 he Contract I rates wt11 dmmincnce lit rim on the UlunLth day after lhL bdecine Ric of thL Ago,nnnt or I it DCGI-NI RAI CONUI170N4191081I990I,11au10 u107YOI I OR9 COLT INS WODII1('ATIONSIRI e' i[1000I it a Notice to Proceed Is given, on the day Indicated in the Notice to Prot eed A Nonce to Proceed may bL given at any time within thirty days after the Effective Date of thL Agreement—In--no--event "i.r the ( onion 1-14mys yoriu aiLd-U0 ran fttOf-llian-EhC-hL�Hc'Eh-dity-fff".or�m6ay of-BaTopenmg or -the thirtieth day effer-the Effective Date of-theAgreement; whichever --date is earher- Starting the IVoik 4 CONTRACTOR shall start to perform the Work on the date when the Contract I tines commence to run, but no Work shall be clone at the site prior to the date on which the Contract Times commence to run Befoi a Stailzng Con ihmetion 25 Before undertaking each part of the Work CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent hgums shown thereon and all applicable fiLld measurements CONTRACTOR shall promphy report in writing to FWANEER any confljt,, error, ambiguity or discrepancy Which CONTRACTOR ma) discover and shall obtain it Written Interpretation or clarification from EN6fvEER before proceeding with an) Work affected thereby h0W LVer, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict error, ambiguity or discrepancy in the ContrilLt Documents unless CONTRACTOR knew or reasonably should hat e knoutn thereof 26 Within ten days after the EthtLtive Date of the Agreement (unlLss otherwise specified in the Gen,ral Requirements), CONTRACTOR shall submit to FNGINF.rR for review ' 6 1 a prdltminary progrLss schedule indicating the times i numbers of days or dates) for starting and completing the various siti of the Work, including any Milestones STCLitied in the Contract Documents, 262 a prLlmrmary schLdule of Shop Drawing and Sampk submittals which will list each mqunLd submittll and the times for submitting reviewing and processing such submittal 202I In no uasL Will a schedule bL —1 tablc which allows ILss than '_I cal ndar dins for LaLh mview In Cnamur 63 A prelunmary schLdulu of values for all of in, Work which will include quantities and prices of itdnts aggregating the Contract PrICL and will subdividL the Work into component parts in suflrmont dotail to serve is Ili basis for progress pdymLnts during construction Such pULes will include an appropnatu amount of overhead and lit olit appliLable to tauh item of Wonk ' 7 Beloit, any Work at the site is slanLd COM RACI OR ftnd-OWNEI shall each dLliser to the Lahw ()WNbR, with Lopres to awh-adldaluarif-rowed edhsntihed-an-ilia-bupplemnntary-6oriditwrc, LNGINL LR certificates of nnsurnnee (and other evidence of insurance which reasormbl� request requested by OWNE13) wh.,h CON FRACI OI2 inc n -r*'gin ��sixotively are is required to purchase and maintain in accordance with paragraphs 5 4-5 6 and-5-7 Preeonvbuction Conference 2 8 Widen twenty days after the Contract I nines start to run, but betone any Work at the SAL its started, a conference attended by CONTRACIOR LNG INFER and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2 Ti procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records lndiallil Acceptable Scheduler 29 Unless otherwise provided in the Contract Documents, at -least -ten days-he€ore-subaansmon-of-the-first Appheeuon-lov-Payment before any work at the site beguvs, a confen,nea attended by CONTR ACI OR, P,NCNEFR and otheas as appropriate desigim cl by OWNFR, will be held to review for acceptability to ENGINEF,R as provided Ixlow the schedules submitted in accordance with pmugraph26 and Dnnsion I - General Requirements CONTRAC rOR shall have an additional ten drys to male corrections and adtusurants and to Wmplele and resubmit the schedules No progress paymd,nt shall be made to CONTRr\CTOR until the schedules are Submitted to and acceptable to ENGINEER as provided below Th, progress wh,dule wall be acceptable to ENGINEER as providing an orderly progression of the Wort, to completion within any specified Milestones .aid the Contract Times, but such aecepurrue will neither unpose on ENGINEER responsibility for the Sequencing, scheduling or progress of the Work nor mtwtere with or robcvo CONTRA.I OR hem CONfRACTOR's Lull Ibsponsnbnhty therefor CONTRACIORs schedule of Shop Drawing and Sample submissions " ill be accuptablc to EN( lNE1,R as providing a workable arrangement for reviewing find proccssmg thu recurred submittals CONTRACT OR's schedule of values "ill be aeeuptable to ENGINEER as to form and substance ARIICLL3--00NTRACT DOCUJ1LNlb INILNI ANIFNDING,REUSL Intent 31 the (onuact Documents comprise the entire agreement between OWNER and CONTRACIOR Wncdrmng III( Rork The Contract Documents .tic complementary cyhat is c aped Ca by one n ss boding as d called lot by all 1 he Contract Documents will be construed in accordam, with the I tic of the plan, of the Protect 32 It is the mlunl of the (,onuact Docuniunts to FJCDCGENE Al CONOiToN%FIteS(i"or,hnno WC] rY Or I Oltl COI 1INS MODII IC4TIONS (REV Jr?0001 describe a functionally complete Protect (or psi thereot) to be constructed in accordance with the Contract DMIATILnts Any Wort., materials or equipment that may reasonably be interred from the Contract Documents or from prevailing custom or trade usage as Tieing required to produce the intenclud result will be furnished and performed whether or not specifically called for When words or phraa� "Inch have a well-known technical or construction mdusW or trade meaning are used to dewnbe Work, matermis or equipment, Such words or phrases shall be interpreted in accordance with that meaning Clarifications and interpretations of the Contract Documents shall he issued by ENGINEER as provided in paragraph 9 4 33 Reference to Standards and 4peuJicahanv rf Technical Societrev, Reporting and Resoli rig Diverepanuev 331 Refcenoe to standards, Specifications manuals a codes of any nchmcal society, orgamlanon or association, or to the I awS or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, tale of 1 aws or Regulations in effect at the time of opening of Bids (or on the Eftectne Date of the Agreement it there were no Rids), except as may Ix otherwise specifically stmed in the Contmct Documents 332 II, during the performance oL the Work CONTRACIOR discovers any conflict error ambiguity or discrepancy within the Contract Documents or between the Contract Documenh and any provision of any such Law or Regulation ❑pphenble to the performance of the Work or of any such standard specification, manual or code or of any trslruction of any Supplier referred to in paragraph 6 5 CONTRACTOR shall telmn it to ENGINFER in writing at once and, CONTRACTOR shall not pnocced with the Work affected thereby (except in an emergency as authoriad by paragraph623) until an amendment or supplement to the Contract Dauuxnis has bedn issued by one of the methods indicated in panigraph35 or 36 pros idol, how ey er this CONTRACTOR shill not be liable to MNER or ENGINEER for latlua to report any such conflict error, anibtguity or discrepancy unless CONTRACIOR kndw or ruisonably should hire known thereof 3 3 3 E\ccpt as otherwise spcufic ally stated in the Contra,,t Documents or as may be provided by amendment or supplement thereto usu r1 by one of the muthals indicated or paragraph 3 5 or 16 the prmisiom of the Contract Doeumenri Shall take precedence in resolving any uomlict errot, nnibnguity of discrepancy boween the provisions of the Contract Doc unicnts and 3 3 3 1 the pros isions of any such st mdud apwification m meal, cod, or mntruenon (whether or not sfxufiealh mcorporated by iefeanue in the Contract Documents) or 3 3 3 2 the provisions of any such I aws or Regulations appliarbh, to the perfomaance of the Wort. (unless such an mk,rpretation of the pi ovisions of the Contract Documents would result in violation of such Law or Regulation) No provision of any such standard, sp,ci ication, manual, cock, or Instruction shall be, utfccLvc to change the dutrw and responsibilities of OWNER, CONTRACTOR or ENGINEER, or env of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effccfive to assign to OWNER 1iN6INLAR or any of ENGINEER'S Consultants, agents or employees any duty or authority to supervise or direct the famishing or perforniance of the Work or nm duty or authority to undstake responsibility inconsistent with the provistom of paragraph 9 13 or any othct provision of the Contract Documents 34 Whenevei in the Contract Documents the terns "as ordered" "as chructed" "as required" %IS allowed" "as approved" or terms of like etlect or import are used or the adjectives "reasonably "suitable" "acceptable' "proper" or "Satisfactory" or adjectives of like affect or import are used to describe a requirement chmction, nvicw or judgment of ENGINEER as to the Work, R is mtcnd,d that such rcquiremd.nt, direction. r,view or judgment will be solely to emaluate, in general the completed Work for compliance with the requu ements of and information in the Contract Documents and contonnanc, with du d,Sign concept of the completed Prnjt.ul as a functioning whole as shown or indicated in the Contract Documents (unless th,re is a specific sualcmcnt inchcatumg oihuwisc) The use of any such term or adjective shall not he elteclwe to assign to ENGINEER any duly or authority to supervise of ehrwt th, furnishing or perlorinanee of the Work or any dut% or authority to undencontrary to' responsibility contto the provisions of paragraph 9 13 or any other promision of the Contract Docaumnls 4meurhng and Supplementing Contract Documents 35 Ihu Conitaet Documents may bit amended to pro%id, lot additions, deletions and revisions in lh, Work or to moehh the terns and conditions thereat in on, or more o1 thu lollms na ways 35 1 a tonal Written funendmenl 3 5 2 a Change Order (pursuant to paragraph 10 4) or WDCGfNLA,ll C.OiiDITIONS 19104 (19)01 daiun mi CITY DI FnR i COI i INS n1CDn 1CA i TONS IRI S 12000j 3 5 3 a Work Change Directive (pursuant to paragaph IU 1) 36 In addittom the requirements of the Contract Documents may be supplemented and minor variations and deviations in the Work may be authorized in one or runic of the following ways 30 1 A F Seld Order (pursuant to paragraph 9 5) 362 FNG INFFRs approval of n Shop Drawing or Sam ple (pursuant to pmragaphs 6 26 and 6 27), or 363 LNGINEER's written interpretation or clarification (pursuant to paragraph 9 4) Reuse of Documents 37 CONTRACTOR, and any Subcontmctor or Supplier or other person or organmalion performing or furnishing any of the Work under a direct or indirect contract with OWNER (I) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any tliereol) prepared by or hearing the seal of ENGINEER or ENGINFFR's Consultant, and (it) shall not reuse any of such Draw mgs Specifications, other documents or copies on extensions of the Project or am other project without written consent of OWNER and FNGINb ER and specnfie written verification or adaptation by ENGINEER AR I ICLF 4--AVAII ABI ld pY OF h 1N"Ds, SUBSITRFACE AND PHYSICAL CONDITIONS, REFERENCE POINT S 4rat(abditv ofLan(lc 4 1 OWNFR shall famish, as indicated in the Contract Documents, the ]ands upon which the Work is to be perlomud, rights-ot-way and easements for acc,ss thereto and such other lands which are designated for the use of CONTRACTOR Upomreasonublo written raquast 9kyT.T-.R-sa.N-Furrv�r-COFaFRAC-FORS-.arrrct ,auemartt-&� recoid-legaktnle and-legul desEF puen of -the lands-uponvh ch-the-Work-is-to-lie-pertomwd-and .,L',r-rz'E-R'sMMteftSl_ ev,cieu� _rni neCcYilry-fBFgrVrme�-Mkic!` of-er-Gltne 1-taw s-lien-agmnsi 'Im h--ands-rn acCOrdimce wah-appltaublo—bows-msd-Regolanons OWNER shall alcrvdy any uncuntbranees or restnd.Ions not of general application but specitieally related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work Eawnients for purmanunt structures or permanent ehangcs in esretmg facilities will be ohnmecl and paid for by O W NLR unless otherwise provided in the Contract Documens ❑ CONTRACTOR and OkVNER are unable to cgcc on entitlement to of the amount or cstent of my adµNincnls in the Contract PrILe or the Contract 1 ilaleS as a result of any delay in OWNFR's tarnishing thee, lands, right -ol- way or easemetns CONTRACTOR may make a ulaun thuretor as provided in Arti l,s 11 ,and 12 Soapstone Prairie Natural Area August 2007 Project Special Provisions -3- REVISION OF SECTION 212 Seeding, Fertilizer, Soil Conditioner, and Sodding Subsection 212.06 (c) Add the following to the end of the pat agraph When requested by Contractor and Approved by Owner, areas that are too small to be seeded with mechanical drills, seeding will be accomplished by hydraulic type seeders at twice the rate specified in the Contract at no additional cost to the pi olect Subsection 212.08 Remove the entire section and insert the following The accepted quantities of seeding (stet ife wheat), seeding (native) and seeding (wetland) will be paid for at the contract unit pi ice for each of the pay items listed below that appear in the bid schedule Payment will be made under Pay Item Pay Unit Seeding (Didled) (Sterile Wheat) Acre Seeding (Drilled) (Native) Acre Seeding (Drilled) (Wetland) Acre Soil preparation and seed incorporated into the seeding will not be paid for separately but shall be included in the work CON PRACI OR shall provide for all additional lands and access Iheieto that may be rcxluued lot temporary construction tacdties or storage of matorials and equipment 42 Subsurface and Phi,steal Condtions 42 1 Repo,Ys and Dcaurngv Reference Is made to the Supplementary Conditions for Identification of 42 1 1 Subsujce Conditions Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have Even utiliwd b) F NGINFER in preparing the Contract Documents, and 421 2 Plp'scal Conditions Those drawings of physical conditions in or relating to existing surface or subsurface snticturw at or contiguous to the site (except Underground Facilities) that hoe been utilized by ENGINEER in preparing the Contract Documents 4 2 2 Limited Rehanoe by CONMACTOR dtahonzed Teehnmal Data CONTRACTOR may rely upon the general accurncy of the "technical data" contained in such reports and draw rags, but such reports and drawings are not Contract Documents Such "technical data" is identified in the Supplementary Conditions Except for such reliance on such "technical data", CONTRACTOR may not ref upon or ni,Ik- any claim agamsl OWNER ENGINEER or any of ENGINEER s Cotnultints with resped to 422 1 the completeness of such reports and drawings for CONTRACTOR'S purposes including but not limited to, any aspects of the means, methods techmquus, scqumees and procedures of construction to be employed by CONTRACTOR and safety precautions and programs mcidcnt thereto, or 4 ^_ ^_ 2 other data, interpretations opinions and information contained In such reports or shown or indicated m such drawings, or 42 23 any CONTRACTOR mtcpntation of or conclusion elrawn trom any "technical data" or any such data, mleginlations opinions ou Infomration 423 Aohce of Di{%nng Jubwi,face or Physical Conchnoin It CON I R %CI OR bdlleec�s that any subsurface or phy swat eondlllon at or contiguous to the site that Is uncovered or reveand either 423 1 u of such a nature as to establish that am "IeLIM1121 daft' on which CON RACI OR is entitled to rely as provided at paragraphs 4 2 1 and 4 2 2 is materially inacumatc or 4'_32 Is of such a nature as to require a change in th,, Contract Ducununts or 4233 dttle6 matenalh from that shown or VKI)CGI LF`Ec .CGNDITIONS 19109(1990F&... ) n'CfI'VOF I ORa('OI1 INS NIODTFICATIONS(RM 1/2000) indicated in the Contract Documents or 4 2 3 4 is of an unusual nature and ddlcm materially from conditions ordinarily encountered and generally recogmad as mtierent in work of the characl-r providul for in the Contract Documents, then CONTRACTOR shall, promptly immediately after Ixcoming aware thereof and hetore further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragugih623), notity OWNER and ENGINEER in writing nlwut such condition CONI RAU OR shall not further clwturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so 424 EAOINEER's Review ENGINEER well promptly res Iew the pertment conditions, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto and advise OWMiR in writing (with a copy to CONTRACIOR) of ING1NCpl2's findings and conclusions 425 Possble Contract Documents Change If FNGINEFR coneludcs that a change in the Contract Documents Is required as a result of a condition that meets one or more of the categories in paragraph 4 2 3 a Work Change Directive or a Change Order will be issued as prowled in Article ICI to nlledl and document tho consequences of such change 426 Possible Price and Times Ac(ruslments An equitable adllustIaLrA in the Contract Pace or in the i,ont[act Times, or both, will be allowed to the extGra that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost ot, of nine rcquned foi pedonnance of the Work subject howcv er, to the following 4 2 6 1 such condition must meet any one or mot- of Inc cntcgones described in paragraphs 4 2 3 1 through 4 2 3 4 inclusive, 4 2 6 a change in the Contract Documerns pummIn to paragraph 4 2 5 will not be an automatic authorization of nor ,1 condition prdc-clent to entitlement to ano such adllustment, 4263 with respect to Work that Is paid for on a T Ton Pico Flasts, env d(IJUMnwnt in Contract Prlcu will be Subluet to the provisions of paragraphs 9 10 and 1 1 9, .Ind 4264 CONTRAC I OR sh ill not be untill,d to any adlusnnent in the Contract Pi ¢.e or I uses it 421)41 CONIRACR)R knew of the eslstence 01 Such conditions at the time CONTRACTOR niad,, a final commmnent to OR'NLR ui resped of Contiaet Pn„,. mcl Contract I Haws 65 the submission of a bid or becoming bound under a negotiated contract, or 4 2 6 4 2 the existence of such conduon could oxisonabiv have been chscmered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding (Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment, or 42 64 3 CONTRACTOR faded to give the written notice within the time and as required by paragraph 4 = 3 If OWNFR and CONTRACTOR are unable to agree on entitlement to or as A) the nmount or length of any such equitable adjusmicin in the Contract Pr1Ce of Contract Times, a claim may be made therefor as provided in Articles I I and 12 However, OWNFIR, FNGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any elmnis costs, IOSSeS of dlmugcs sustained by CON I RACI OR on or in connection with any other project or anticipated project 43 Phisanl Conrhhons -Underground Puciluiec 43 1 Shoun or Inedculed Thu information and data shown or mchaued in the Contrast Encomiums with respect to existing Unduground Facilities at of contiguous to tie site ins based on udomnation and dale furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others Unless it is otherwise expressly provided in the Suppkmcntary Conditions 43 1 1 OWNER and ENGINEER shall not be responsible for the accuracy or completeness of am such information of clam, and 43 12 The cost of all of the lollowuig will be included in the Contract Price and CONTRACTOR shall have lull responsibility for (0 me icv, mg and checking all such Information and data (if) locating all Underground Fa,1111ILs shown or rchtttcd in the Contract Documeriv,(uQ coerdimition of flat Work with the owners of such Underground Facilities during enmtmetron and (tv) the ialdl and protection of all such Underground Facilities as provided in paragrapho_0 and rcpairrg any damage then -to resulting from the Work 43 ^_ Vol Shows or Indheraled If do Undcrgrotmd Facility is uncovered or revealed at of contiguous to the site wfuch was not shown or mchcated in the Contract Doutni nts CUM RAC I OR shall, promptly mini,hitell' ahei becoming await, thereof and hofore further disturbing conditions allWed iheruby or purfornimg any Work in connection therewith (escept in an emergency as requred by paragriph(i23) identify the owner of such Underground FOIw Iny and LICDCGFN RAI COM)ITIONS 19108 (1990 LdIncm at,' n T or FORT r'01,1 1 NS MCDIf I CATIONS IRry 12u0n I gn a written nonuc to that owner and to OWNER and ENGINEER ENGFNEER will promptly revluw the Underground Facility and detcmtme the extent, it any, to which a change is required in the Contract Documents to retleet and document the consequences of the exstence of the Underground Facility If FMANTPR concludes that a change in the Contract Docwments Is required, a Work Change Directive or a Change Order will be Issued as provided in Article 10 to reflect and document such consequences During such tune, CONTRACTOR shall he responsible for the safety and protection of such Underground l aedny as provided III paragraph 620 CONrI'RACI OR shall may be allowed an Increase in the Contract price or an extension of the Contract I miss, or both, to the extent that they are alit ihutahle to die existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably hie been expected to be aware of or to have anticipated If OWNER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Connact Tries, CONTRACTOR may male a claim therefor as Is ovlded in Articles I I and 12 however OWNER, ENGMET R and ENGINEFR's Consultants shall not b; liable to CONTRACTOR for any churns, costs, losses or damages incurred or sustained by CONIRACIOR on or In connection with any othef project or anticipated project Reference Points 44 OIVNER shall provide enginetinng sure cys to establish relerenw points for construction which In FNGINFER's judgment are necessary to enable CONTRACTOR to proceed with the Work CONTRACIOR shall be responsible for laying out the Work shall protect and preserve the established reference points and skill make no changes or ruhwations without the prior written approval of OWNER CONTRACI OR skill report to FNOMEER whenever any reference lximt is lost or destroyW or ruryrres relocation btcausc of necessary changes in grades or locations and shall bit responsible for the accurat, replacement or relocation of such reference points by professionally qualified porwrin l 45 I bestn., PCQs Petroleum, Hn;t+rdoud ll a+te or Rduxicine Ilruenal 4 5 1 OWNER shall be respomible for any Asbstos 11CHs. Putrolwm Hazudous Waste or Radioacll%u Material uncovered or revealed at the site which was not shown or indicated in Drawings or Slauticatlorn or Identified in the (-ontract Documents to be within the scope of the Wofk and which may present a substantial clanger to persrnis or propeite e\pesed thereto in cormwtion with the Work at the site OWNER shill not b, fesponsl6lc for any such malunels brought to the srto by CON I RAM OR Sub ontracton Supphers or anyone else for whom CON 1 R LOCI OR is responsible York-tit-crutnzchon-will+mush-lanvtrdauti+,orrdxtan+nxl in arly area ay-(L+((+ept4n-firr-ernergaray a EVamslERa.5i .a .g.ra:oph(and -4tert-�m#-..( ety ,onHlltt such-nonce-in--wrtFng)—OWNER-shelf-promptly corrulE-wtth-FNGfPdE6H-eoneemr rig-ihz-rreeessny-(or OWN , R-to ratan o-quah ticdircpert-to cvalunta-such hu�rrdcws-s.�krNen-ar-Inka-sorrectwz-a.,t,a:.-.:.,rty- CONI-HAGTOl2-shall not -be requited -to resume-Wak irieonriecuan-walrsuch hazardous condition or -in -arty sash-alfect.ada,Un„-..after--O"'Is o,.�.� a'tFnatad anq-reyu tied-penmtsy eluded-Ihzreto-and-delry areal-t o CONTRAGlOR-specral-wrrtten-ncAtea-(i)-p citymg that u,#eondiNen�rndamy-nt7ecterlercvt-i ,rr`,.. ,n rendered-safe-fo the-r sumptinn-of-Work-(v (u)spectlying any specinl conditions under -which -such 11ork-may-4�ie+d-.{-F3Wf3kR-nrxi GONTR-AGTOR-tarrimit-agree-as to entitlement -to of [hz-amount-or-extent-of-an-edlirbnznt-i t-auy-m Corrtrnct-Rice-or-G.tntracF-Times-as-a-ralt�€-such Woe"toppagi o such specrnlconditions undcr�wlnch W atE-w-ngrezcl-Hy-E-C-)N-f R-AOTOR-to-be-resumed, caber -party -may -make i-claun-therefor-its provided-m Articled 1-rind-h 4a ;-If-nfter-reeeapE-ot-such-slxeinl-wnuzn-rtehd,e C-0PIl-RAFI-OR-dtterrnot-agree-io-resume-such-work I>Fiszd-on e-reasonable-Ixhef-rt- i�unsafe,-or-does-not agree -to-rasuma-such-W ork-under-such pet, In I axtddiorn-than�WNER-any-w <k,r-such�nion-ot the-Walt-lhttt-is--in connection-wah-sut,h-hazardous e�ndruorrer-in-such-afleeted-nraat�.,-.,�-azatcd-fiem th Work-If$W}v5R-trod-C4)NTRAGTOR-utnnot ngrre-asto-enhllett t-io or -the om ount or-eume of an ad)u^.,ttnc"rfktt-nay--m-Eentra�^-,uz- or6ornrae'rTr�;-,G. ttsa- result-oPleletwg-such-pentan-ol-the-Work-then uther{sny-mayinnke a-clean-therefor-msprovidled-in Articles 11 portion-of-the-WlerlFperfmiie<I-bv-O WNER�s-own torccsor others-inaecordam,e with-Artwle-7- ' 5 ^-.moo-.,' `e-faNest-rrtent-fx�...�-Laws-rind Regulauon n` .rrnn:u slvtll--iridettmu fy--anEl-hold harm less— GON-TRAGT OR—S a bcontractom FNGl L-FR—ENGEKRrWv-6onsuInars-and--the o.'-a..ors—duevtas--nntple,, ees agent, o.I..e.. wrtsulk,inb-rncl-sub,ontrnt lors�cach-anal-any-ot there fixan-and-agaunt-all-ela ns dantagzs-artstug--out -of-ra resuhur g--t�i r,h hazardous pond ihortprovided that-(t) tiny suelrclaun east-krrr-ex-dkii»�-is-a ttnFwterble-to-lxxkW-eryurv- s�diswtsew-daaF}�oHo-attury-ttror-dks9aehen ot-tangible-property-(other-lhmt-the-Work-tit AI) irwlading-the-Ions--et-use-rrsukuig-thxaGom-tad (it) rtetlnno m-thri sublmragraph-43 4shi ll-obligate ( }iY?F{sl2-[o-mdlamruty-tiny-Iwrsar�otianirty-l+ewrnOil agars; the own negligence 4-S-5—lha-prowstens-o(-pxngrnphs-�l�nx1-�.�aro rx#anlerxled-tit-xtrya4q-kt-Asbeste+s-P6Rv-Petroleunr- I-faturtkaus-Wxste--or-Retluwiel ita-Ivinter ral-rrrn.overatl a�uvrwdedtik-ilia site- F1CDCnFNFRAI CQNDI❑GN4191a F11990 F.auanl a/ 1. 01 1 uR1 COI II NSMODIFICMONSIRM IRol(a ARI ICLLS--BONDS AND INSURAN( E Performance Pat went and Other Bonds 51 COATPRACFOR shall furnish Performance and Payment Bonds each In an amount at least equal to the Contract Rice as security for the faithful pertomiance and payment of all CONTRACIOR's obligations under the Contract Documents These Bonds shall remain in effect at least until one year after the date when final payment becomes due eeocpl as pnrvlded Laherwlsc by I aws or Regulations or by the Contract Documents CON RACTOR shall also famish such other Bonds as are requvedl by the Supplementary Condinom All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by I aws or Regulations and shall he executed by such sureties as are named In the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Cucular 570 (amended) by the Audit Staff, Bureau of Govcl anent Financial Opci ations, US Ireasury Department All Bonds signed by an agent must be acoompari b) a cer hoed copy of such agent's authority to act 52 It the sunny on any Bond tarnished by CON[RACTOR is dkclared a bankrupt or becomes rnsofvent or its right to (to business Is x,rmnuued in any suite tthere any pin of the PI is located or it ceases to nicet the requirements of paragraph 5 1 CONI RACTOR Shall within ten days therMler subultutt another Bond and surLiv, both of wImch must tv, acc.eptzblc to OWNER a3 Licensed Sureties and Insaiery Certfwtes of Insurance 5 3 1 All Bonds and insurance rcgmrtd by the Contract Documents to be pwohased and maintained by OWNER or CON RAC OR shall he obtained Lrom sun,ty or msuranee compares that are duly Lensed or authonred in the }unsdm.bon in v, hich the Proµ et is located to issue Bonds or incur arise policies for tht hurts and cot erag.m so ruluirccl Such surety and insurance companies shalt also meet such additional r,quaemenls and qualifications as ma} be provided In the Supplementary Conditions 532 CONI RACTOR deal dchvet to OWNER, w rth eopms to each additional insured idenuhed in the Supplemeritan Conditions ceruhcates of insurance (and other et idence of insurance nquesh.dl bt Otk NER or any other additional insured) tthich CON FRACi OR is requtred to purulmts and maintain In ac 'AL1811eo uah paragraph 54 OWNER-sli," deliver-ttx-Fl )N-TR.i61 QR-wuhrtopies-to--each atklutonaF-insuretEtdtntikietl-,,^ `�,,:-�` pplemenlnry Cxirxiiuwis-certi I ic�tes--of-urumriee-(<md-other eviderr,e 4 OR ur-aay-either-adebtiena�nnw ectrwhieh-(�W IVER--ev regwratl lo-fwrchuw-xa"I-nrurnixrn-ma�sdurx,e-wEh paragraphs 5 6 anus-3-kirrcol- (,(WITH( 1016 Liability Insurance 54 CON FRAC-I OR shall purchase and maintain such liabilit) and other Insurance as is appropriate for the Work being performed and turmshcd and as will provide protection fiom claims set forth below, which may arise out of or result from CONTRACTOR's pertorniance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents whether It Is to be performed or furnished by CONTRACTOR any Subcontractor or Supplier, or by anyone directly or Indirectly employed by any of them to pertorm or furnish any of the Work, or by anyone for whose acts any of them may be liable 5 4 1 dmns under workerscompensation, disability benefits and other similar employee benefit acts, 542 clauns for damages because of bodily Injury, occupational sickness or disease or death of CONTRACTOR'S employees, 543 clamis for damages because of bodily mlun, sickness or disease, of death of any person other than CONI RACTOR's employees 5 4-1-clnuns-tor-dnilmges-tnsured-by-eustonlaw 1]LtSonal-nfUty-IIflh111Iy-LOVerflgC-Whlph m�SUSlFlin2d- (i)-bey-tiny-tserson ins-e-result-ot-en-otfelvse directly -or indirectly-re(atedl-to theamploymem-ot-such person by C4)NTRASTOR-or-(u)-by-any-at wr-pm-for Fri y <HheFreasorr 5 4 5 claims for damages, other than to the Work itself, because of mlury to or destruction of tangible properly wherever Rwated, including loss of use resulting therefrom, and 5 4 6 clamis for damages because of bodily mlun, or death of any person of pi operty damage arising out of the ownership, maintenance or use of env motor velude the pollueS of msur nee so regmred by this pauagraph 5 4 to be purchased and maintained shall 5 4 7 with respu.t to insurance, agmrcd by barographs 543 through s 4 6 Inclusrvc and 549 include aS additional Insureds (sublcc.t to any uistomary esclusion in respect of prof stiomal liability ), OWNER, EN(iINEER, ENGINFFER's Consultants and any other persons or cntiti,s identified in the Supplcmcnmry Conditions all of whom shall be listed is additional Insureds and include cow emge for the lespcehve officers and employees of all such additional msmeds, s 48 indudk. the spcclfid, coverage and be wnitwn for not Ie vs than the ]units of hability piovldcd in the Supplemmnlary Conditions or required b} Laws or Regulations whichcv,r is greaser 5 4 9 include complcled operations Insurance I rr DccF�I-RAI COMMONS 19108(1990 Ldala) N CITI' 01 FOR 1 COLI INS MODII ]CAI 10Ns IRI V I12000) 5 4 10 Include oontractual liability insurance covering CONTRACTOR'S mdemmt}' obligations under paragraphs 6 12,6 16 and 6 31 through 6 33 5411 contain I provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at lead thirty days' prior written notice has been given to OWNER and CONTRAC I OR and to each other additional Insured Identified in the Supplementary Conditions to whom a certificate of maurance has been Issued (and the certificates of insurance famished by the CONTRA( I OR pursuant to paragraph 5 3 2 wi II so provide), 5 4 12 remain in elTect at least until final payment and at all times thereafter when ( ONTRAC FOR may he correcting, remove Ing or replacing defective Work In accordance w ith Imnagmph 13 12, and 5 4 13 with respect to completed operations insurance, and any Insurance coverage written on a clauns-made basis, remain in effect for at least two years after hrml payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified m the Supplementary Conditions to whom a certificate of insurance has been issued evidence sitsfactory to OWNER and any such additional msurcd of continuation of such insurance at final payment and one year thereafter) 0TVA1E'R'c Liabilrtp In cur an c e 5 S In addition to insurance required to be provided by CONTRACTOR under pamgmph54, OWNER at OWNER'S option, may purchase and maintain at OWNER's cxpcnse OWNER's own liability Insurance as will piotect OUSTER against claims which may anse from operations under the Contract Documents Property Laurance 5-6 Finless-tit,'m,:i,�7,Fov,Jzd-In-the-?'auppkmzvsmry Conditions-O WNER-shall-purohaw-and-ntamtaua propeFlwnsaranez-npdxt-the Wofk at-thestte-m the amount ek-ilia-fuN-Fepinsemenl-Lostto such deJu W Ibla-mnounts-its-tmry-bu-prov itledl-Ili-the �wplmmwdnry-6ondhaons-t>Frequlrea{-by-L-nw�end R�guluuoas�-1 his-uvsuntre,e-shalk i-6-1 inelude-�ht—mtzrest GON4 RA(-1 w }4�---SuF ntmc,tor�ENE;-INhhI� ENGINEER'S C�ansultdtxs-an<I-any-alien-ixrsoro-<x enhtws-idant ifiiaJ-+n-{he�,Iwlalrronter�-C-orxlnniia each,£whom-ts deemed torhave amnsuiable Interest an,knnll-be-listedncfln uisaFedoi-ackltuonal msured- 3 6 "'�-=�,.nuzn-on-a-Builders-Rik-'-xlF-risk=or tyian-paof-kris pohcy-kin n" tat sluill-ei-Inu st-aril idle-unurtux.a-lcx-physicilNoss-or skunage-lo theme'ork-izmpe>rnry-lwddtngs-kufsesvork Imd-Wca k-to-lmrtstt-taxi- nIII insure-aen m-A I-Imst the--tollowvutg-ryartls—.ire fighming—e'tefi I d and ..e wh)as-a) lneI;-, eA#kx}uAke collapse debris --remove, ate.,-� •ron oc-cwsrer nkxe�.;,�„�a.� L-�.,, � ...--a Regulations m ater-damage-and--sueM-other-per+l aq may-ba sp,wEksa44y-reryu uae4b}-14teTSuppkmeatarv�ondEt+ewe 5 G 3-include-expenses-Irteurtcd-In-the-raprur-or replacementot any-inswed property -(including -but not and -rhargesOt--engtrtez+s rid architects) 3-ti-4--c�vzr-nmtarxdsnnd agatpmenEstoFed-nE3hasrte or-xt-xnnthzrlocxuenihAt-wxs-xgraecl-to-rnlantmg-by OW V I� R-prior-[o-being--Incorpemted-rn-ihe-Wro A; provrckd-tMAEsuvh �•.,...er,a:,�;n;e@., Inelutkek-In xn--',pplrcauor+-hx-Pavmenl-rea)xmtcrnleJ by-I� NG4Nlr1iR-nrrl 3ti3-Ira-m o min i nad-x+-e I{evt-urttr I-final-payment-rs Irlade-unless othzrwvsz-Agreed-io-tn-wntutg-by C0XW9P,-G0N'I R GTOR--and €NGR ERRS -wtlh thirty-days''-w ntten-notice-to-each-other-nddrihmnl Re ul ed-te-`vhom-x-eer[Ificw[zof-insurance-hnsbzzn Issued 3-7-OU4�iE12-shxl I-purchase-And-inaut[am-suzh-awl Izr nnd-machinery-Insu ranee-er-add It lonalyproperty-rnsumme ns-may-Ire-required-by-the-bupplementary-Conde ions -or 6A)vs-and-Regulatoms-which-wd I-uteludz-the-interests-of OWNFR-60NT RA&l OR�ubcontractors-4sNGFNS RR; ENGINEER'sC-onsulmnts and -tiny other -persons or -entities Identified in the-Supplomrnhuy-Condmons,-ench oFwhom IS deemed to have-rat-nwurable mter taxsd-sliall t listed as nn-alluredorzidthuonalal red 3-5-4{4-dta-�,,,c,� �rz„�.�.- -rnz-(and the-eertlficwir+-aI other -evidence -thereof)-repu+rzd-k*-be-purslaased-nnd ntau+tamed by -OWNER -in accordance -with paragraphs-5 b And-$-y-wd'-r-�.,a.,n-A-provtstoarer-andnrsentent-thAE-the enverngo-Affordccl-w 11-not-be-cance4led-or-mntenally changed or-rrrtewnl-a etuud-until-nt-IzasHhtrty-d.�t-s'-poor wanen-notices has-Ixen-given-to-F)WNFR--And C-ON-TPvA6T4,T�nd-to-each-other-u rkhHctnx 4-Insarcvl-to whatra-cartdIeate-o4-ansurarlea-httskeen-tasue "iw-wtll e6ar+m-u+uver-proFlsions-m-acvorclnnca-with FtragrAph i 11 So OWNER shall not b„ mspomiblc for purch.umg and ntdathunmg any property insurance to protect thv interests of CON P_,%CTOR Subcontractors or others in il)c-W'or6-to-the-i�l.,nt-of any-dsducubk-rmtoun(s Ih,LL-aro nlznhfred-urthe-',upplentexhlry-F_tmdrKons-the-fvirot 4o t wuhtrrsuc{++dantataed-dedusttbVaamouttt,-wtNka-twine by-C-0NI RACT-OR,-Subcontractor-or-others-Sutleruie-Anv such lo•n-and- df anro[-thzm-wrshes po)jml4 msumnce covzr+tgz-w ulun-the-brats-o(-such-amounts,-each-may fxarehase and ntat#inn 1EAHha-Iwrohnudsewn expense -18-11-G0,NTRAGTC4Ri rottuesti-m-wr+ttng-that -ether speoidl a,.� -^ -.'.; rrwluded-IrHMz-pr©perry-trtutrancn polj�prcwidre4-tinder-pamgrnphs5�or Sa-OW-NER s4ia4{-d-pn+vahle-anulu.k-s+teh-Insurance-xnrt-the-onvl they [ w41-1>e cAffged-Fo P(N ERAC I O thy-approp me C-hangr-O-.�-.x-N-rrttzn--An)en�txn.l�iw-Io 11CDChhNERA1 CONDITIONS I910-91199017(hha)) 10 WCM OrrORt COLLINS MODIFICATIONS (REV bZWA) a)mmenvemznt o: •'-�,.�" ^rl.-xt-ilia-site-H tmrnz ;,ten ,ha44-m writingT^ "•, [t-t -F3 wh�hdhzr + iruaee-hes-been-prawured- 9L 9P_ 5-11---144rve• ro- 5 11 1 OWTTERiind CON-TR4G1 (DR -intend th "ll policies purchased -an accordance withrparogmp4js5-6 and ° wrt4-pnitest n,�^m2-roo^FFT�:STOIS' Subcontrxotors, [M 6RFR FNGINERR's Cons ultantsmad-All other-persom oFenuues identified i..�hnni ntenlAry-CondtEh)rV' mwreels-)x-addttwrre I-Ircaxeds-+nsue{r-iwhetes-And wdl-plovada-primary-coverage-for-all loSws-Rnd dautAgas-caused-bu-tktz-perdseavan d •r., .ebb. 1' n sue{rpahaes-shall mainat prowsruns totheeffecl4hw m4h Avent-of -pnyntanL- any -loss -or -damage -the xtsurarcrw+4fhavarA�r+ghts-014evAvera-ogaova­ar y-e4 dtz-InsurecLs ti(icl+t+ aI-msureds-thereundor- OWNF,R--artd(ON FR-061 OR -waive -ail -rights Against -ouch otherand their-respeetoe-offacen, directors,-em ployees-and-agents-for-A4Faossas-And damxge9-CALLSd'I-by-Af191 rig-nklFOt-OF-R'S+]{[I rig-ffBm anyot-t}te-perr4s-cos Bred -by -such -policies -And -any other-propertyinsumnceappkenble-totheLWoi Ak nnd In-Adah tton,—walve-All-such-rtIghts-Aga Inst Subcontractors FNG4,�EER—ENG4NEERs ConSultanL"nd-till other -persons or-entmE identfied rrrthe-Supplementary-C-ondn iolvs-[e-4)z-listed-As msuredsor-nddK+onAl Insureds under such-poheresfor bsses-and-damages-so-cAuarl-Kane-oC-taw-Above waivers-shltll-rslend-to-lhs-rights-alert-0ny-fit#y raffle -such-waiver-ntAy-4tave-to-fate-preezzds- a mwrance-hold-by--O W4dER-As-trustee-or-olherwx,e payable under-anyiwhcy-so+ssued 5-4-�_ In-addition-OWNEPrwnlKsznll-rights agauast—CONI RACTOR, Subwnuactors, �IGINRFi�r."-`�'- Consu4txn[s--and�l+e oftrears-directors-..mployees�tnd-agams-of-any-ot then�foi- °ri; 2 i leis clue-te{)usir mtertoptRi ,-less of-us�w--ether-eortszc{uenux{--br,-e�,inrtdwe bevond-direea-phIsoil-loss-or &&rage -to OFM'NERs--txeyzrl� aastng-euA.)FoF rzsuIung4rera-fira-or otheryw,w6 whethor-or-rlat-mwred b"AVNER and S4{ ^ ^ kA•.a--ar-dantnga-to-thr-solttpleted Project or-purEthcreol-emLed by- arising out of -or resmlhat,�irom-lira orc+Ehzr-ireaered-geul-oovrred to - ny-property-tnsur�Amimrnd-on--tha coot Pleiecl�'rolecl-ur-part-thcreol-b}--O W7gER dour+a—ya#rnl—ut+k�Itictn—pursn.a��a paragraph-l4-IO-aI trr�abslxnuxt-l:om p4e1)on txxrsumtt-te-parngrn ph-l4-£CeFA der-ft+tal-pAvrnent pursuAnt4o-pamgmp4i,-let-4 } Any-msamne,r fwhcy-mamtalrlec�by-(�WNhit-eoverlr a Any -ley, damxgezx-scxts�lucnualloss-roferred-Fu-an-this p ,4rYl-I-?sled} eontaarrprrrvlsmns-krlhe-event-that in -the-e- a)oak-oEyrAylnertt-oMny-suvh-k)ss-dHnruge�f bensequenin loss-the-avurers-w+N-have-no-right--ot resevery-agatast-any-ot-m,=r,mu"'r"�.�,,:--.,.• bscwHestrxs; F3.6}:'�11`r:orn,r_titru r��..ullnnt:.-[bid-tke-oFGter4 .Lr����n�pleyetlSNnd-egzfltse.-a:..-oar' �m- Receipt andApphcahon oflnewance Proceeds 512 Anv insured loss under the policies of insurance required by paragraphs 5 6 and 5 7 will Iw adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear subject to the requirements of any applicable mortgage clause and of paragraph 5 13 OWNER shall deposit in a separate account any money so receioed, and shall distribute it in accordance with such agreement is the parties in interest may reach If no other special agreement is reached the damaged Wort, shall he repaired or replaced, the monevs so received applied on aa,ount thereof and the Work and the cost thereof covered by an nppropuate Change Order or Written Amendment 5 13 OWNTER as fiduciary shall havu power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of joss to OWNER's exercise of this power It such objection be made ORNTR as fiducimv shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach It no such agreement among the parties in interest is reached, OWNL R is fiduciary shall acGust and settle the joss with the insurers a-iC-required-m-write a-by-tiny-party-m interes�OWT�7ER-dis-liduvinry-shall-give-lwnal-tar-the proper -perform anc"I'sm,"uties ,leceptmue ofBonrs andlrmvrande Ophon to Replace 514 It exher-pa:�;-�Oz ,n•r,_ ,,,�,.,ToR� OWNER has any objccnon to thu covasage afforded by or other provisions of thu Bendq-or insurance ruquira,d to bu purchased and maintained by the other—pany CONTRACT OR in accordance with Article 5 on the basis of nonconformance with the Contract Doumnuertes the objecting porty-i}utll so nottly-the other -party t )WNFR will nolrfv CONTRACTOR in writing within ten fifteen clays after rewtpt delneTV of the certificates (o othm-etiduwbe requested) to OWNER .0 required by paragraph 2 7 OWNEFZ-and-EON-I-R,T-t3irshxll-each-Fxovidk-tc the ofth -F itch-nddinand-inkaa�nibon-a-respect o(-Iisuranon prcwided-as-the-other-m Jv-tuawna bly-roquest—II, ilhet park-doev-neE-purehasnx-rrmltlam-afl of be-Beruls-and wsusame -required-ol su.h-puny--by-the Coin- - bl Dedtunenls-sac-h-pany�fta}I-nadv-Ihe-olhar-13arFj-m writu -o(-such-fmlirwle+y+ureFmse-print the smn-eHhe WorfFor-dat-stw42-tadurate-maiiHmirprioHo nmwhange-ai the required coseragz-W nhout-preju(iice to any other -right tar-rcvriedy-the-et#tary3uHyyixil-elecHe-ubtuin-zquiFniznt Bonds or -Insurance tit paieet-sub) other-party's mere is at Ilia-axlwnso-ot-Nit-pony-whrrwos-roc ed-to provnk-suEuh uwerage-and-a Gitange HrckrihulI-kit-usuzd-trradjust-the Genuinet-Praiv u axdingly- Parnal Uhhrtihat--Prope/Tr Lnurmae 515 II OWNER finals it necessary to ot, upv or use a portion or portions of the Rork prior to Substantial IICDCGFNFRAI CONDIIIONS1910811990Fdamin e{ CIT\ OI rOR F COLI INS NIOD11 IC\TIONs IRE V 1Ru00) Completion of all the Work, such use or occupancy may he accomplished in accordance with paragraphl410 provided that no such use or occupancy shall commence 1vtore the Insurers pros idutg the property Insurance hate acknowleigeil nonce thereof and in writing uffected any changes in wtorage neumsiated thu.raby Thu. insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property mswance shall not be cancelled or pcnmtted to lapse on acu.ount of any such partial use or acculxurcy' AR I1CLF 6-CONTRAC I OR'S RESPONSI lip Ll 1'I FS .Supervtseon and Supenntendence 61 CON 1 RACf OR shall supervise inspect and direct the Work competentiy and LRieiently devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents CONTRACTOR shall be solely responsible for the means methods, techniques sequences and procedures of construction, but CONTRAC f OR shall not be responsible for the neghguice of others in the design or specification of a speotic means method, technique, sequence or procedure of construction which is shown or indicated in ant] ogiressly required by the Convect Documents CONTRACTOR shall bit responsblu to Sea; that the conipluted Woik complies accurately with the Contract Documents 62 CONTRACTOR shall keep on the Work at all tIMLs, during its progress a competent resident supermtendont, who shall not be aphu(sl without written nonce to OWNER and PNTCINEER except under esnaordmary circumstances The superintendent will be CONTRACTOR's reprreseni at the site and shall hate authority to act on behalf of CON RACTOR \II wnunumcauoru to III superintcndhnl shall be as binding as it gn en to CON I P ACTOR Labor. Materials and Lqurpment 63 (ON IRACTOR shall provide uoniputent suitably qualdled personnel to sunwy la} out and corutniut the Work as ruquxal by the Contract Do.unibnts CONTR),C I OR shall of all times maintain good duciplmu anal order at the situ Geuept is othunvisa ruqutied for the safety or protwtion of persons or the Work or property at thu site or adjacent thereto, and escept as othmWa;; mdtczted in the Contract Documents, all Work at the site shill he perforntud during regular wotkmg hours ind CON I RACPOR will not permit uvertuue work or the performance of Work on Sanndkay Sunday or any Iugil holiday without OWNER's written wnsent enen aftet pnoi written notice to ENUINEER CON I RAC I OR shall submit mcluests to the ENGINELR no loss than 48 hours in Rivance of any Work to be Iwdornted on Saturday, Sunday Ilohdays or outside the Regular Workme Hours 64 Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assumt full responsibility for all matcnals equipment labor transportation, construction equipment and machinery, tools appliances, thel, power light heat tdcphone, water sanitary filedttaes, temporary facilities and all other facilities and inoldentals necessary for the furnishing, performance, testing start-up and completion of the Work 641 Purc,hnmg Rautetions CONTRACI OR must comply with the C1ty's purchasing restrictions A copy of the resolutions are available for review in the offLtsi of the Wrchasmg_and Risk Manieerienl Division or the City Clerk's olPme 642 Cement Restrictions CiN of Fon Collins Resolution 91-121 requires that suppliers and producers of cement or products contmmng, cement to certify that the cement was not made in cement kilns that burn hwsrdous waste as a fuel 6s NI materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents Nl warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER It required by FNGMFEI2, CONTRACTOR shall furnish satisfactory evidence (including reports of requited tests) as to the kind and quality of materials and equipment All materials and equgmient shall be applied installed, connected erected, used, cleaned and conditioned m accordance with instructions of the applicable Supplier, Mepl as otherwise provided in the Contract Documents Progress Schedule 66 CONTRACTOR shill adhere to the progress sthtdulc established in accordance with paragraph 2 9 as it may be adjusted from time to time as provided below 66 1 CONTRACTOR shall suhnut to FNGINFFR lot accettance (to the octant uiehcated m paragraph29) proposed adjustments in the progress schedule that will not change the Contract times (or Nhl,slones) Such adjostmcnls will conform generally to the progress schedule then at ellel and additionally will comply with any provisions of the Gencml RequaemtnLs apphcablt thtato 662 Proposed adjusunenls in the progress schedule that will thangt die Contract Itmes (oi htileslonts) shall be submitted in accordance with tht requirtmtrus of paragraph 12 1 Such adjusmttnts may only b, made, by a Change Order or Written Amendment in accordance with Article 12 fi 7 Substitutes and "0i4qual" Items 6 7 1 Wh,ri in cum of material or uluipment is spcubcd or desu ihed in dui Contrite Dotmratnh by using the runic of a propneFny item or the name of a partiuilar Supphcr the sp.tehc neon or (lescriptton is intended to establish the type function and quality rtquned Unless the spu,dmation or destription I iCDCGF1,F'Rd1 CONDMONS 1910311990Fmttuo 12 /(-In JrIOR1 COT 11 NSNI ODIFIC AT] ONb(Rr% 1/20001 contains or is followed by words reading that no like equivalent or "or -equal" item or no sulnutution is permitted other items of matennl or equipment or material or equipment of other Suppliers may he accepted by INGINEER under the following circumstances 6711 'Or-F,qual" if in FNGINEER's sole discretion an item of material or equipment proposed by CONTRACIOR is Functionally equal to that named and sufficiently smular so that no change in related Work will be required, it may be t,onsidered by LNGINEFR as an "or -equal" item, in which case review and approval of the proposed item may, in LNGfNI:I R's sole thwetion, be accomplished without tomphance with some or n11 of the requirements for acceptam.e of proposed substitute items 6 7 12 Substitute Items It in ENGINFT,R's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6 7 1 1 it will he consedeied a proposed substitute item CONTRACTOR shall submit sufficient information as provided beloss to allow ENGINEER to determine that the item of material or equipment proposed is c,scntmlly equivalent to that ranted and an acceptable substitute therefor The procedure tar review by the FNGINI FR will include the following as supplemented in the Gtncnrl Requirements and as ENGINEER may deckle is appropriate under the cirtuntstances Requests for nu raw of proposed substitute items of material or equipment will not be autpLed by ENGNEER Item ansonc othtr than CONTRACTOR if CONTRACI OR lushes to turmsh or use a substitute stun of material or equipment, CONTRACTOR shall first make wnflca appl=tcon to ENGINFFR for acceptance thereof ce.rldA mg that the proposed substitute will perform adequately die functions and achmse the tesudts called tot by the general design, Ite sm ilm in saclnlari to that sptufitd and be suited to the same use as that specs itd 1 he apphtation will stale the extent if any to wlueh the evaluation and atctptanec of the propassl Wit tattle will prejudice CON I RAC'T OR's achievement of Substantial Completion on time whtihtr or not atteptanu, of the substitute for use in the Work well require a thangt in any of the Contract Doouniems (or in the pros ntons of any other direct contract suth OWNER for work on the ProjeU) to a Upt the dlesegn to the proiost.d substitute and is hdhtr or not incorporation or use of the subsutulo in connutuon with tilt Work is sublted to payment of any Iw,nst Ice or royalty All vananons of the proposed substitute from that specified w ill be identified in the applitation and wadable mnmttnance repair and r,pfacemcnl wavite will tit militated Ili( appbcatiun will also eontaui an ¢,mired estimate of all Coats or trc(lus that will rtudl dirtttly or mdirwtly from acceptance of such substitute inducting costs of icdt,ogn and damn of othtr tontraUois allttttd by the resulting change, all of which will he conudercd by ENGINFER in evaluating IhL proposed substitute ENOINF.ER may requuc CONIRACIOR to furnish additional (Lila about the proposed substitute 67 1 3 COATRACIOR's Expense All data to be provided by CONTRAC FOR in support of any proposed "or -equal" or substitute treat will be at CON I RAC 1 OR's expense 672 Jubsnnrte ComMtenon Aleahoctr or Procedurev If a specific means, method, technique, sequence or procedure of construction is shown or Indicated in and expressly required by the Contract Documents, C'ONTRACI OR may furnish or unhze a substitute means, method technique, sequence or procedure of construction acceptable to ENGINEER CONTRACTOR shall submit sufficient Information to allow ENGINEER, to FNGINI,FR's sole dlscletion, to detenmrne that the substiuue proposed is d.quavilent to that expressly called for by the Contract Documents I he procedure for review by ENGINEFi2 will be similar to that prosmded insubparagmph 6 7 12 673 Enguveer's Evaluation ENGINI+R will be allowed a reasonable time urthm which to evaluate each proposal or Submittal made pursuant to paragraphs 6 7 1 2 and 6 7 2 FTIGINTER will be the sole judge of acceptability No "or -equal" or substnutc will be ordered, Installed or utihzul without ENGNFER's prior wnttcn acceptance which will be evidenced by either a Change Order or an approved Shop Drawing OWNER may require CONTRACTOR to Furnish at CONTRACTOR's expense a special performance guarantee or other surep with respect to any "or -equal" or subArtnte ENGINEER will record tare reguirdl by ENGINEER and ENGfNECR's Consultants in evaluating sulostimtes proposed or submutkd by CONTRACTOR pursuant to paragraphs 67 12 and 6 7 2 and In making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) OL(JSIOnedl Ihcreby Whether or not ENGINEER accepts a substitute Reran So proposed or submitted b% CONTRACIORC CONTRACTOR shall r miburse OWNER for the charges of ENGINEER and ENGINFFR's Consultants lot evaluating each such proposed substitute Ielsu 68 Loncetmng Subcontractors Supphers and Others 6 IN I CON I RACIOR Shill not inplov any Sulxunnac.tor Supplier or other parson or oxgauumoon (Including those acceptable to OWNLR and ENGINEER as indicated in paragraph 6 S 2) whether Initially or as a substauk against whom OWNER or INGINLLR may has IeaSomble ohµcuon CON I RAC I OR shall not bo mqulrel to drarloy am Subcontractorbuppfrerorotherrkrsonororg,uuz.mon to furnish err pertonn any of the Work against whom CONfRACIOR has rdaumabk objedtion F1( DCGFNFRN CONDITIONS 1910 S t1950r61 .rnn W C19Y OI rORT COLI INS MODIFICA I IONS (RFV IR000) 69 CON I RACTOR shall perform not less than 20 perecnt of the Work with Its own forces (that Is without subcontracting) The 20 I' remi, requuwri shall be understood to refer to the Work the value of which totals not less than 20 percent of mho Contract Prmd 6 R 2 EiddinR Documents requite the identity of certain Suhcontractors, Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER mr Irdvance-oRthe-speLd`nd date prior to the I tfective Date of the Agreement for acceptance by OWNFR and INGINFFR,-and-rf (=ONI-f�Gl fdF7-has-subm+tteJ-a-bst-thereof-m accordance with-the-Supplementary--Conditi vs- OWNFR's or ENGINEFR's acceptance (either in writing or by falling to make wTmten obn.tlon thereto by the date indicated for acceptance or obja.tion in the btck(mg documents or the Contract Documents) of any -Stich -Subcontractor, -Suplvlrei-or-other-pemn-or, organization -so tdemrfied-may-ba-revekui on -the basis-o�roasonablc-objzstion-after-Jue-mvsnganon, m-whlch�ase-6ONTR \(�T012-shah-submm-tin acceptable-substitute,-the-Conuact-Price -wi II -be adjusted4-by-Iheditterence-in-the-cost-xsastoned-by such-subsutunon-and-an-approprmta-3hunge-Order roll-be-Issued-or-w4ilter-Alnendmeni-signed will constitute a condition of the Contract requiring the usd of the namc(I subwntractors, suppliers or other person or mizanization on the Work unless prna nsnttcn aonrosal Is obtained from OR'NFR and ENGINEER No acceptance by OWNER or ENGINEER of any such Subcontrmctor, Supplier or other person or orgmamtion shall constitute a wan er of any right of OWNER or ENGINEER to iejdxt deleehve Wort. 69 1 CONTRACI OR shall be hilly responsible to OWNER and FNGINECR for all acts and omissions of the Subcontractors Suppliers and other parsons and orgarzatnons performing or turnshmg anv of the Work under a direct or indirect contract with CON'IRACTOR just as CONTRACIOR Is responsible for CONTRACTORS own acts and omnslom Nothing inthe Contract DOLLInItnts shall crnc for the benetat of any such Subcontractor Supplier or mh r person or orgarzano r an) contractual relationship buwoe.n OWNER or ENGINEER and any such Subcontractor Supplier or other person or orginization, nor shall it crcidc any obligation on the 1x1rt of OWNER or EN(,INLLR to pay or to x, to lh, payment of any moneys du., any such Subcontractor Supplier or other person or organvaugn c\Cepl as may othenvin. be requrrdl by Laws and Regulations OWNER or Ei FGINFER may lunush to any aubcontiaetor Sirlphel or other IxaSon Or organization cvldence of amounts paIJ to CnN'i f2ACT OR in mcordmcc ssini CON I R AC I OR'S "Aopl=taons for Poivnrnt" 13 o02 CON RAC OR shall he solely responsible for scheduling and coordinating the Work of Subcontractors Suppliers and other persons and organisations performing or hrrmshing any of the Work under a din,cl or indirect contract with CONTRACTOR CONTRACTOR shall rcquue all Subcontractors, Suppliers and such other persons and orgamsitions performing or furnishing any of the Work to communicate eilh the ENGINLLR through CON I RAC OR 610 I he divisions and sections of the Specifications and the identifications of any Dra"mgs shall not control CONTRACIOR in dividing the Work among Subcontractors or 4upsbeis or dehnenhng the Work to Int ocitornied by any speuhL trade 611 All Wort, perforated for CON RACTOR by a Subcontractor or Supplier will be pursuant to an ❑phropriate agreement between CON RV IOR and the Su�contraLlor or Supplier "ouch spcufically hinds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER Whenever -any such-agreemem is-witi �-Rubcontrndoi-or Supphei-who-is-fisted-as-tin edahuorusl-uhsured-on-[ha-property-uwurenee-provided-in pamgmphs S(i--Or 5-7—the—agreement—between--the C-Eh�FI-Ki\61-0R-and-the Suheontractor-or Supplier -will czarism-pnwisreris-whereby-the-Su Ix;ontrae[or-or-Suppl lei wanes-till-rights-ngmns[-OWtPIFIi—C FII RACTOR; L�YGFi�'EER—ETtiF,1NEER'S-Gahsulttmts�ind-a Il-+Nhcr adehtrawl-uuurids-for-nlF-lasses end-cinmages-s.aused� amine-an[-erf-errrwrlfirhg-Item-any-ofwl4eovered-by such-pehoies anddny other -property -insurance apphcable to the-A4ork—I C-th�msurars-on-tiny-su..h-policies-require Spphery awer-t A(n -T(DFie-signizttiin the Suhex>ntraeteresr Supplrar, GC-yN-7-RACTOR-wtLfcrblum the same- Patent Fees and Rol aloes 612 CONTRACTOR shall pay all IIILn9e tccs and loyalties and assume ill casts incident to the use in the pertonnancL of the Work or die mcorp oration in Iho Work of any invention design, process product or (ILy1Le which is the subµel of patent rights or oopynghts held by others ff a particular Invention design process product or device is specs l in the Contact Documents for use in the pLrtommncc of the Work and ifto thL aLtual knowledge of OWNER or FNGINEER its use is subject to patent rights or eopynght, calling for Iho payrixot of any hoonse les o1 royalLN to others thL existence of such rights shall be disclosed by OWNER in the Contract Documents To the lulled Nlent pennat,d by Laws and Regulations, CONTRACTOR shill mdunnify and hold hirmlLss OWNER, LNC,INFL,R, hN01NLFRS (,onsullanle and the ofhecrs duwtors employ ws agents and other consultants of each and any of them from and agamst all claims, costs, losses and damages artstng out of or resukung from any mtrmgement of txnent rights or Lopynghls madam to she use in tic purlormdnco nl the Woik or resulting hoot the mcorporauon in the Work of any invention design Process product or dLviw not spcubLd in the Contm,t Documents EKT)C GENTRAI COt DIT10 M1 1910 S 119901 at I (Io 14 WO R' Or I ORl COLLTNS AIODII I44TIONS (RL\ I0000) Permas 613 Unless other"ise prof ided in the Supplementary Conchnons, CON I RACTOR shall obtain and pay for all cronstruLtion permits and licLmLs OWNLR shall assist CONTRACTOR, when noc,a iry in obtaining suoh permits and licenses CON7 RACTOR shall pay all gosemmental charges and inspection tees necessary for the prosecution of the Wort., which are applicable at the time of opening of Bids or, if there ate no Rids, on IhL F,ffective Date of the Agreement CONTRACTOR shall pay all charges of utility owners for connections to the Wort., and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant mvesnnent fees 614 Lawvand Regu(ahoni 6 14 1 CONTRACTOR shall give all notices and comply with ill L aws and Regulations applicable to furnishing and pLrlonnanca of dhu Work Exccpt whLre otherwise expressly required by applicable I aws and Regulations, neither OWNER nor ENGINrEER shall be responsible for monitoring CONTRACTOR's compliance with any I aws or Regulations 6142 It CONTRACTOR performs any Work kno"mg or having reason to know that it is conhaty to Laws or Regulations, CONTRACTOR shall bear all claims costs losses and damegos caused by arising out of or resulting therefrom, howtver it shall not be CONTRACTOR'S primary responsibility to make certain that the Specifications and Drawings arc in accordancL with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3 3 2 Taxes 615 CONTRACTOR shall pay all &iles, consumer use and other similar taxes required to be paid by CONTRACTOR in accordsnLe With the laws and Regulations of the place of the Protect which are apphcablo during the pLrtonnaneu of the Work 6 1 S I OWNER is exenhot from Colorado State and load sales and use taxes on materials to bL pemrantntly incorporated Into the pcOILCl Said lazes shall not be mclu dcd in in, Contract PrILL AddrLss Colorado Department of Revenue SLato Capital AnnLx 1375 Sherman lueet Denver. Colorado 90261 Sales and Use 1 axes for the State of Colorado 12egtont] 1 rensportauon llrstnct K 1 D and cc it Colorado counttes are wllegted by flit, State of Colorado and are included in the Certificallpn of Exemption All I hostile Sales and Use I axes includi State collected [uses) on any Items other than construction and buildmfl materials physically Incorporated into the rinmect are to be paid by CON fRACI OR and are to be included in appropriate hd items Use tf Prenusev 016 CONTRACT OR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas Identified in and permed by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way permits and easements, and shall not unreasonably eneunil%Lr the premises with Lonstruotion cqurpmcnt or other ntatermis or Lgmpnmcnl CONTRACrOR shall assume full responstbilay tot any damage to any such land or area or to the owner or occupant thereof or of any adjacent land or areas, resulting from the pcutotmance of the Work Should any clams be made by am such owner or occupant because of the perfomtance of the Work CONTRACTOR shall promptly settle with such other party by m gotiatron or otherwise resolve file Llmm by arbitration or other dispute resolution proceeding or at law C'ONTRA(JOR shall to the fullest extent permitted by Laws and Regulations mdemmty and hold harmless OWNER, ENGINFFR, LNGINEFR's Consultant and anyont, directly or indirectly employed by any of Ihun from and against all claims costs losxs and damages mrsing out of of resddting from any claim or action Icgal or equitable brought by any such owner or occarant against OWTNFR ENCrfNFFR or any other part% Indemnified hereunder to the extent erased by 01 based upon CONTRAC I OR's p,11ornmarn, of the Wort. 617 During the progress of the Work, CONTRACI OR shall keep the preml,cs free Gom accumulations of waste materials, rubbish and other dcbns resulting from th0 Work At the completion of dui Work CON IR\C FOR shall renmoee all writ, materials, rubbish and debris from and about the prumses as well is all tools apphancos construction Lqurpnunt and nladuncry and surplus materials CONI RAC I OR shall leave ill, site clean and ready for occuptRy by OWNER at Substantial Completion o1 the Work CONI RACTOR shall reston, to original wndtion all property not designated for alteration by the Contract DOLr1tl Ulis b lS CON I RA( I OR shall not load nor pant an) part Of any structure to Ix loaded in am, manner mat will endanger the snuUme, nor shall CON( R4Cl OR sublua any part of the Work or adjacent property to stresses or pressures that w Ill end mger it Recot d Dmureents I K DC (,I-NF RAL CONDITIONS 1910 a (19)0 Ldjaw) ,IGT) 01 FORT 00111NS M ODIFICAa IONS rRF\ t20001 6 19 CON 1 RACIOR shall maintain In a sate place at iha site one record copy of all Drawings Specifications, Addenda WnRcn Amendments Change Orders Work Change Directives I, meld OrdLis and written Interpretations and clarifications (Issued pumuent to paragraph 94) in good order and annotated to show all changes made during construction these record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be avarleble to LNGINEFR for refemnce Upon (ompletwn of the Work, and prior to release of final payment, these record documents, Samples and Shop Drawings will be delivered to ENCiNFER for OWNER .Safety and Protection 620 CONMACrOR shall be responsible for Initiating, maintaining and supervising all safety precautions and programs in connection with the Work CON I RACI OR shall take all necessary precautions for the safety of, and shall pro%Rle the necessary protection to prevent damage, mjur) or loss to 620 1 all persons on the Work site or who may be affected by the Wort. 6 20 2 all the Work and materials and equipment to be incorporated therein, whether in storage on or oil the site, and 6 20 3 other property at the site or adjacent thereto, Including trees, shrubs, lawns, walks pavements, roadways, structures utilities and Underground FaLIlAILS not designdod for removal relocation or replact,mcnt in the course of construction CON TRACTOR shall comply with all applicable Laws and Regulations of any public hotly having jurrsdhction for safety of persons or property ere to protect them from damage, injury or loss, and shall erect and maintain all nccessnry safeguards for such safety and protection CONTRAC FOR shall notity owmeis of adjacent property and of Undery�ound Faulmes and utility owners when prosecution of the Work may affect them and shall cooperate with them in the protection rt,moval, ndocation and replacement of their property All damage, Injun or loss to am property referred In in paragraph96202 or 6 20 3 wmul dirwtly or mdireWt in whole or in put, by CONTRACI OR, any Sulxontrat,tor Supplier or any other person or organization dmxA,v or mthrcclh unployed by any of lhcnt to pfom ert or furnish any of the Work. or anyonc for whoa, acts any of Ih.m may be (table shalt lie rnmdhed by CON I R AC1 OR (Lscepl damage or loss attributable to the fault of Drawings or SpLcdications or to the gels or omissions of OWNER or ENGINEER or FNGINEER's Consultant or anyon, cnmployed by any of them or anyonL tot whose acts any of thus may 60 lnblc and not attributable dircwy or indirectly In whole or in Fort, to the fault or negligent,.. of CONTRACTOR or am) Subconunoor, Supplier of other person or organization duectl) or mdnectly enmployed by any of thLm) CONTRACTOR', do Ls and o Spt,nadnbtros for the safety and proleenon of the Work shall Llaamue until such tune as all the Work is ompl,ted and FNGINFER has nma,d a I�