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HomeMy WebLinkAboutBID - 7004 WEST HARMONY ROAD IMPROVEMENTS (5)City of Fort Collins �'�-PUrcM1asing Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing SPECIFICATIONS _► 1 CONTRACT DOCUMENTS FOR West Harmony Road Improvements BID NO. 7004 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS January 30, 2009 - 3:00 P.M. (OUR CLOCK) 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest. responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving .of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.O BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. Rev10/20/07 Section 00100 Page 4 performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.9), provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them 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, damages and expenses shall be included in the Cost of the Work' for the purpose of determining CONTRACTOR's fee. Ify however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.6.2. 11.4.5.7. The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.8. Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The term Cost of the Work shall not include any of the following: 11.5.1. Payroll costs and other compensation of CONTRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants; purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11,4.1 or specifically covered by paragraph 11.4.4—all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTORS office at the site. 11.5.3. Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cast of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 11.5.5. Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 11.5.6. Other overhead or general expense costs of any kind and the costs of any item riot specifically and expressly included in paragraph 11.4. 11.6. The CONTRACTOR's fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's fee shall be fifteen percent; 11.6.2.2. for ' costs incurred under paragraph 11.4.3, the CONTRACTOR's fee shall be five percent; 11.6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee of five percentof the amount paid to the ..,, a lower tief -Stib of t_.:etof, to be negotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower tier Subcontractor. 11.6.2.4. no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and 11.5; 11.6.2.5. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's fee by an amount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to be 25 determined pursuant to paragraphs l l.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Allowances. 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead; profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work. 11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids -and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11 if 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; 26 EJCDC GENERAL CONDITIONS 1910-8 (1990 Editica) w/ CITY -OF FORT COLLINS MODIFICATIONS (REV 4/2000) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Work; and 11.9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or change uuantities at OWNER'S sole discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty-five percent of the original total Contract Price. ARTICLE 12--CHANGE OF CONTRACT TIMES 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 Times (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in Paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods,, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR'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 or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of the CONTRACTOR, or (ii) delays beyond the control of both parties including, but not limited to, fixes, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ' ARTICLE 13--TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice of Defects: Prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be given to CONTRACTOR All defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER, ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at reasonable able time for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections. 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except. 13.4.1. for inspections, tests or approvals covered by paragraph 13.5 below; 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.9 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents. 13.5. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) 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 obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR 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 ENGINEER's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. 13.6. If 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, if requested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require,. that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); 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 may make a claim therefor as provided in Article 11. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such 27 uncovering, exposure, observation, inspection, testing, replacement and reconstruction;, and, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles I I and 12. OWNER btay Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails 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 CONTRACTOR to 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 CONTRACTOR or any surety or other party. Correction or Removal ofDefeetive Work: 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is not defective. CONTRACTOR shall pay all claims; costs, losses and damages caused by or resulting ,from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.12. Correction Period: 13.12.1. If within ene dear two years after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OIVNER's written instructions: (i) correct such defective Work, or, if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 13.12.3. Where defective Work (and damage to other 28 EJCDC GENERAL CONDITIONS 1910-3 (1990 Editicn) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13.12, the correction period hereunder with respect to such Work will be extended for an additional period of one year two years after such correction or removal and replacement has been satisfactorily completed. Acceptance of Defective Work: 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNER'S evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior .to ENGINEER'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 claum therefor as provided in Article I I- If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. OWNER May Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR'S services related thereto, take possession of CONTRACTOR'S tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER'S representatives, agents and employees, OWNER's other contractors and ENGINEER and ENGINEER'S Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph: Alt claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and 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 claim therefor as provided in Article 11. Such claims, costs, 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, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE 14--PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of Values. 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. Application for Progress Payment.• 14.2. At least twenty days before the daie established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment 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 or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER's interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. AW funds that are withheld by the OWNER shall not be subject to substitution by the CONTRACTOR with securities or any arrangements involving an escrow or custodianship. By executing the application for payment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes, Section 24-91-101, et seq. CONTR4CTOR's Warranty of Title: 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment Gee and clear of all Liens. Review ofApplieations for Progress Payment. 14.4. ENGINEER will, within ten clays after receipt of each Application for Payment, either indicate in writing a EJCDC GENERAL CONDITIONS I910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) recommendation of payment and present the Application to OWNER, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR. 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, information and belief: 14.5.1. the Work has progressed to the point indicated, 14.5.2. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.10, and to any other qualifications stated in the recommendation), and 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENG iNEER's responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby be deemed to have represented that: (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (it) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 14,6. ENGINEER's recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for 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 fumjshing or performance of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER's opinion, it would be incorrect to make the representations to 29 OWNER referred.to in paragraph 14.5. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.14, or 14.7.4. 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 full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or famishing of the Work, 14.7.6. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OWNER to a set- off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action, and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER 30 EJCDC GENERAL CONDITIONS 19103 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be 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 provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to. OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as 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 respeu to security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilisation: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i),has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final Application for Payment: 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.4.13, (ii) consent of the surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on forms conforming to the format ofthe OWNER'S standard forms bound in the Project manual. Final Payment andAeeeptance: 14.13. If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph 17.6.2 of these General Conditions. 14.14. If, through no fault of CONTRACTOR, final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retamage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver of Claims: 14.15. The making and acceptance of final payment will constitute: 14.15.1. a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after I« final inspection pursuant to paragraph 14.11, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15--SUSPENSION OF WORK AND TERMINATION OWiVER May Suspend Work: 15.1. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period.of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to ' any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER May Terminate: 15'2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from time to time pursuant to paragraph 6.6); 15.2.2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 15.2.3. if CONTRACTOR disregards the authority of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent thev could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid 32 EJCDC GENERAL CONDITIONS 19105 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such rase CONTRACTOR shall not be entitled to receive any further payment until the Work is finished If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be paid to CONTRACTOR If such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER, the termination will not affect 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 liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the Agreement. In such case, CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. CONTRACTOR May Stop Work or Terminate. 15.5if, through no act or fault of CONTRACTOR, the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or 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 remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER. and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE RESOLUTION 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, if any, shall be as set forth in Exhibit GC -A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17—MISCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. _ 17.2. Computation of Time: 17.2.1. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EJCDC GENERAL. CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 17.22. A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day. Notice of Claim: 17.3. 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 or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cumulative Remedies: 17.4. 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 CONTRACTOR by paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 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 any 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 effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Fees and Court Costs Included• 17.5. Whenever reference. is made to "claims, costs, losses and damages", it shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Agreement. Reference to two pertinent Colorado statutes are as follows, 17.6.1. Colorado Revised Statutes (CRS 8-17-101) require that Colorado labor be employed to perform the Work to the extent of not less than 80 percent (80%) of each tyke or class of labor in the several classifications of skilled and common labor employed on the project Colorado labor means any Mrson who is a bona fide resident of the State of Colorado at the time of employment, without discrimination as to race, color, creed, age, religion or sex 17.6.2. If a claim is filed. OWNER is required by law (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure the payment of all claims for labor, materials, team hire, sustenance, provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 enforce such unpaid claim and a notice of Its pendens is filed with the OWNER. At the expiration of such ninetv (90) day period, OWNER shall pav to 'CONTRACTOR such monevs and funds as are not the subject of suit and lis pendens notices, and shall retain only sufficient funds to insure the payment of judgements which may result from the suit. 34 EJCDC GENERAL CONDITIONS 19105 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed,in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and Revco/20/07 Section 00100 Page 5 (This page left blank intentionally.) EJCDC GENERAL CONDITIONS 1910-8 (1990 Editim.) 35 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) 36 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have 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 American Arbitration Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGINEER if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11; and the failure to demand arbitration within said thirty days' period will result in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the patty making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration will be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sent to ENGINEER for information The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910.5 (1990 E(fition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 16.4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity (including ENGINEER, ENGINEER'S Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 16.4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16.4.2. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and 16.4.3. the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR 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 parry not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, .ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The award rendered by the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal. 16.7. OWNER and CONTRACTOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. GC -Al EJCDC GENERAL CONDITIONS 1910.8 (1990 Ed tion) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/94) SECTION 00800 GC -Al SE SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract f These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: Rev10/20/07 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). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule 20 days lost due to abnormal weather conditions. Rev10/20/07 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 10/20/07 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL o OF THIS CHANGE ORDER TOTAL C.O.o OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: Rev 10/20/07 Section 00950 Page 1 NUMBER 1 2 3 OWNER: City of Fort Collins ENGINEER: CHANGE ORDERS DATE Net Change by Change Order Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as AMOUNT follows: Original Contract Amount: Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: Rev.10/20/07 Section 00960 Page 1 date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not.receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent. standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Rev10/20/07 Section 00100 Page 6 APPLICATION FOR CONTRACT AMOUNTS PAYMENT Work Work Completed Completed This Previous Bid Month Periods Item Unit Number Description Quantity Units Price Amount Qty $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 PAGE 2OF4 Work Completed Stored To Date Materials Total This Earned Percent 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 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 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 Section 00960 Page 4 PROJECT AND STANDARD SPECIAL PROVISIONS WEST HARMONY ROAD IMPROVEMENTS Bid No. 7004 W. Harmony Road Improvement Project Project Special Provisions COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLINS, COLORADO W. HARMONY ROAD IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS 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 CDOT Standard Specifications and take precedence over the Standard Specifications and plans. When specifications or special provisions contain both English and metric (SI) units, the English units apply and are the specification requirement. Item Page Index Pages ii Notice to Bidders 5 Commencement and Completion of Work 6 Revision of Section 100 - General Provisions 8 Revision of Section 101 - Definitions of Terms 9 Revision of Section 102 - Project Plans and Other Data 10 Revision of Section 104 - Scope of Work 11 Revision of Section 105 - Control of Work 15 Revision of Section 106 - Control of Material 21 Revision of Section 107 - Environmental Controls 25 Revision of Section 108 - Prosecution and Progress 27 Revision of Section 201 — Clearing and Grubbing 31 Revision of Section 202 - Removal and Trimming of Tree 32 Revision of Section 202 — Removal of Tree Stump 34 Revision of Section 202 — Removal of Inlet 35 Revision of Section 202 - Removal of Concrete Pipe 36 Revision of Section 202- Removal of Sidewalk 37 Revision of Section 202 - Removal of Curb 38 Revision of Section 202 - Removal of Concrete Pavement 39 Revision of Section 202'- Removal of Asphalt Mat 40 Revision of Section 203 - Proof Rolling 41 Revision of Section 207 — Topsoil 42 Revision of Section 207 — Topsoil (Special) — Amended Onsite for Medians and Parkway Area 43 Revision of Section 208 — Erosion Control 46 Revision of Section 209 — Watering 47 Revision of Section 210— Reset Structure — Relocate Gate Gate and Control Box 48 Revision of Section 210 — Reset Irrigation Flume 49 Revision of Section 210— Reset Water Service 50 Revision of Section 210— Reset Fire Hydrant 51 W. Harmony Road Improvement Project Project Special Provisions COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLINS, COLORADO W. HARMONY ROAD IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS Item Page Revision of Section 210— Relay Riprap 52 Revision of Section'304 - Aggregate Base Course 53 Revision of Section 403 - Hot Mix Asphalt 54 Revision of Section 412 - Fast Track :Portland Cement Concrete Pavement 57 Revision of Section 605 — Median Underdrain 59 Revision of Section 608 — Sidewalks and Bikeways 60 Revision of Section 608 - Concrete Curb Ramp 62 Revision of Section 609 — Curb and Gutter 65 Revision of Section 610— Median Cover 66 Revision of Section 614— Traffic Control Devices 67 Revision of Section 619 — Waterlines — Direction Drilling 10" C-900 Certalock Pace Bells) 68 Revision of Section 619 — Waterline — 1" Irrigation Service 70. Revision of Section 619 — Waterline — Connect to Existing 16" City of Fort Collins Waterline 71 Revision of Section 620 — Field Facilities 72 Revision of Section 625 - Construction Surveying 73 Revision of Section 627 - Pavement Marking 76 Revision of Section 630 — Construction Zone Traffic Control 77 Traffic Control Plan -General 78 Utilities 80 IN W. Harmony Road Improvement Project Project Special Provisions PROJECT SPECIAL PROVISIONS NOTICE TO. BIDDERS This project is planned to be constructed in conjunction with the Harmony and Shields Intersection Improvements Project that is shown on the phasing plan included with these construction documents. It is imperative that both projects meet all milestones indicated in the Contract Documents and that coordination between both projects throughout the duration of construction takes place daily. Contractors are invited to submit proposals for both projects. If Contractor is low bid on both the Harmony Road Improvement Project and the Harmony and Shields Intersection Project, then the Contractor will be required to submit to the City, prior to award, documentation of at least 2 completed projects in the last 5 years of project equal to or larger than the combined bid amount for the Harmony Improvement Project and Harmony and Shields Improvement Project. The City will also require a manpower plan and commitment showing how the Contractor plans to complete both projects on schedule. The City of Fort Collins will be providing the Construction Surveying, Construction Zone Traffic Control, and Construction Testing for both the Harmony Improvement Project and the Harmony and Shields Intersection Project to assist in the overall coordination. It is recommended that bidders on this project review the work site and plan details with an authorized City representative during the pre -bid. Prospective bidders shall contact the following listed authorized City representative at least 24 hours in advance of the time they wish to go over the project. Design Project Manager: Purchasing Contact: Dean Klingner, P.E. Engineering Department City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 Phone: (970) 221-6605 Fax: (970) 221-6378 John Stephen, CPPO, CPPB Senior Buyer 970-221-6777 or jstephen@fcgov.com The above referenced individuals are the only representative of the City with authority to provide any information, clarification, or interpretation regarding the plans, specifications, and any other contract documents or requirements. W. Harmony Road Improvement Project Proiect Special Provisions COMMENCEMENT AND COMPLETION OF WORK — SPECIFIED COMPLETION DATE The Contractor shall commence work under the Contract on or before the 141h 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 by August 14, 2009 in accordance with the "Notice to Proceed." Stockpiling of materials before the beginning date is subject to the Engineer's approval. If such approval is given, stockpiled material will be paid for in accordance with Sections 109 and 626. Salient features to be shown on the Contractor's progress schedule are: • Mobilization • Construction Surveying (By City Forces) • Construction Traffic Control (By City Forces) • Removals and Adjustments • Roadway Earthwork • Erosion Control • Drainage System • Curb, Gutter and Sidewalk • Asphalt Pavement • Concrete Pavement • Seeding • Landscaping Restoration (By Other Forces) • Signing and Striping (By City Forces) • Traffic Signals Box Reset (By City Forces) • Utility Coordination and Relocations Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The progress schedule shall consist of a Critical Path Method (CPM) schedule prepared using the Microsoft Project software and submitted in hard and electronic formats. The contractor shall be responsible for planning, scheduling, coordinating, and reporting the progress of the work to be completed by City of Fort Collins Forces. The City of Fort Collins Forces shall be considered as subcontractor for the purposes of scheduling the work. The City will comment on the contractors initial schedule submittal for coordination of the completion of their work items. The Contractor shall complete the following discrete portions of the work (milestones) by the dates specified. A disincentive will be assessed for failure to complete the work for each milestone by the specified completion date. W. Harmony Road Improvement Project Project Special Provisions COMMENCEMENT AND COMPLETION OF WORK — SPECIFIED COMPLETION DATE Substantial Completion is defined by: • All Work requiring lane or shoulder closures or other traffic obstructions is complete • Traffic is following the lane arrangements shown on the plans for finished roadway • All pavement, construction, joint sealing and shoulder construction is complete • Traffic control devices and pavement markings are within their final positions. Final Completion is defined by: • All sidewalks, final grading, seeding, clean up, project record documents shall be turned over to the owner, all punch list items completed, and all processing of change orders. • The work must be ready for final payment and acceptance. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is Bidder a Notice of Award the Bid opening. 18.0 CONTRACT SECURITY. to be awarded, OWNER will give the Successful within forty-five (45) days after the date of The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart. to CONTRACTOR. Each Rev10/20/07 Section 00100 Page 7 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 100 GENERAL PROVISIONS Section 100 of the Standard Specifications is hereby revised for this project as follows: Subsections 102 and 103 of the Standard Specifications are hereby deleted. See Contract Documents for additional information. W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 101 DEFINITIONS 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, Department, Chief Engineer, Resident Engineer, Project Engineer, Engineer, and Inspection and Testing Agency it is understood to mean the City of Fort Collins, Colorado or the City's representative. Where reference is made in the plans and specifications to Surveyor and Traffic Control Supervisor it is understood to mean provided by the City of Fort Collins with City of Fort Collins crews, but acting as a subcontractor to the project. The sections shown on the following pages are revisions to the Technical Specifications for this project. W. Harmony Road Improvement Project 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: Copies of the Contract Documents complete with Construction Specifications and Drawing may be viewed at the following locations until the date set for opening of bids: 1. Online at the City of Fort Collins BuySpeed Webpage, www.fcgov.com/eprocurement 2. Come by Purchasing at 215 North Mason St., 2"`' floor, Fort Collins, and request a copy of the Bid. After the proposals have been opened, the low responsive, responsible bidder may obtain from the City of Fort Collins at no cost: 10 sets of plans and special provisions. 10 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 104 SCOPE OF WORK Section 104 of the Standard Specifications is hereby revised for this project as follows: Subsection 104.02 shall include: Site Conditions A. General: The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site; handling, storage, and disposal of materials; availability of water, electricity and roads; uncertainties of weather, river stages, or similar physical conditions at the site; the conformation and conditions of the ground; the equipment and facilities needed preliminary to and during the execution of the work; and all other matters which can in any way affect the work or the cost thereof under this Contract. 2. The Contractor further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the Owner or included in these Documents. Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. The Contractor warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed'by the Owner. B. Information on Site Conditions: Any information obtained by the Engineer regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities, and similar data will be available for inspection, as applicable, at the office of the Engineer upon request. Such information is offered as supplementary information only. Neither the Engineer nor the Owner assumes any responsibility for the completeness or interpretation of such supplementary information. 1. Differing Subsurface Conditions: a. In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents, the Contractor shall promptly, and before such conditions are disturbed, notify the Engineer in writing of such changed conditions. Ulu W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 104 SCOPE OF WORK b. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time he considers reasonable. The Owner will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion. Underground Utilities: Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans and potholing. However, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Engineer for their accuracy or completeness. C. Execution: 1. Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, oil, gas, electricity, water, sewer, or irrigation systems, and the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. 2. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has. been granted, locate, expose, and provide temporary support for all existing underground utilities. 3. The Contractor shall protect all utility poles from damage. If interfering power poles, telephone poles, guy wires, or anchors are encountered, notify the Engineer and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. 4. The Contractor shall be solely and directly responsible to the owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. 5. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. 6. If the Contractor, while performing the Contract, discovers utility facilities not identified in the Drawings or Specifications, he shall immediately notify the Owner, utility, and the Engineer in writing. 7. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the 12 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 104 SCOPE OF WORK proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. 8.The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. 9.Interfering Structures - The Contractor shall take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties. 10. Field Relocation - During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the Engineer. If existing structures are encountered that prevent the construction, and that are not properly shown on the Drawings, notify the Engineer before continuing with the construction in order that the Engineer may make such field revision as necessary to avoid conflict with the existing structures. If the Contractor shall fail to so notify the Engineer when an existing structure is encountered, and shall proceed with the construction despite the interference, he shall do so at his own risk. D. Easements: Where portions of the work are located on public or private property, easements and permits will be obtained by the Owner. Easements will provide for the use of the property for construction purposes to the extent indicated on the easements. Copies of these easements and permits are available upon request to the Owner. It shall be the Contractor's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement. The Contractor shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required. Any damage to property, either inside or outside the limits of the easements provided by the Owner, shall be the responsibility of the Contractor as specified' herein. The Contractor shall remove, protect, and replace all fences or other items encountered on public or private property. Before final payment will be authorized by the Engineer, the Contractor will be required to furnish the Owner with written releases from property owners or public agencies where side agreements or special easements have been made by the Contractor or where the Contractor's operations, for any reason, have not been kept within the construction right-of-way obtained by the Owner. E. Land Monuments: The Contractor shall notify the Engineer of any existing Federal, State, Town, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the Contractors expense. When Government monuments are encountered, the Contractor shall notify the Engineer at least two (2) weeks in advance of the proposed construction in order that the Engineer will have ample opportunity to notify the proper authority and reference these monuments for later replacement. Subsection 104.05 shall include: Contractors Use of Premises 13 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 104 SCOPE OF WORK The Contractor may use the Owner's property designated within the construction limits shown on the Plans for equipment and materials as long as he confines his operations to those permitted by local laws, ordinance and permits and meet the following requirements: 1. Do not unreasonably encumber site with materials or equipment. 2. Assume full responsibility for protection and safekeeping of products stored on premise. 3. Move any stored products which interfere with operations of the Owner. 4. Obtain and pay for use of additional storage or work areas needed for operations. Limits of Construction The Contractor must maintain all of his construction activities within the Owner's property and/or construction easements and limits of the project, or other stated areas, unless permits and/or written permission are obtained by the Contractor, from appropriate authorities or private property owners, outside of these areas. Contractor to fence all easements and work areas. The temporary permits must be secured and paid for by the Contractor at no extra cost to the Owner. Any -temporary permits secured must be in writing and a copy of same provided to the Engineer. Security The Contractor shall at all times be responsible for the security of his facilities and equipment. The Owner will not take responsibility for missing or damaged equipment, tools, or personal belongings of the Contractor. 14 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.02 shall be replaced with: Submittals A. Requirements: Where required by the Specifications, the Contractor shall submit descriptive information that will enable the Engineer to determine whether the Contractor's proposed materials, equipment, methods of work are in general conformance to the design concept and in accordance with the Drawings and Specifications. The information submitted may consist of drawings, specifications, descriptive data, certificates, samples, test results, product data, and such other information, all as specifically required in the Specifications. In some instances, specified submittal information describes some, but not all features of the material, equipment, or method of work. The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment, or method of work shall be as described in the submittal. The Contractor shall verify that all features of all products conform to the requirements of the Drawings and Specifications. The Contractor shall ensure that there is no conflict with other submittals and notify the Engineer in each case where its submittal may affect the work of another Contractor or the Owner. The Contractor shall ensure coordination of submittals among the related crafts and subcontractors. 3. Submittals will be reviewed for overall design intent and returned to Contractor with action to be indicated by the Engineer. It shall be the Contractor's responsibility to assure that previously accepted documents are destroyed when they are superseded by a resubmittal as such. 4. It shall be the Contractor's responsibility to ensure that required items are corrected and resubmitted. Any work done before approval shall be at the Contractor's own risk. B. Submittal Procedure: Unless a different number is called for in the individual sections, four (4) copies of each submittal and sample are required, two (2) of which will be retained by the Engineer. The Contractor shall receive two (2) copies in return. Faxed submittals will not be accepted. 2. Submittals that are related to or affect each other shall be forwarded simultaneously as a package to facilitate coordinated review. Uncoordinated submittals will be rejected. 3. If the items or system proposed are acceptable but the major part of the individual drawings or documents are incomplete or require revision, the submittal will be returned with requirements for completion. 15 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 105 CONTROL OF WORK 4. The right is reserved for the Engineer to require submittals in addition to those called for in individual sections. Submittals regarding material and equipment shall be submitted directly to the Engineer and will be accompanied by a transmittal form. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate discrete sections for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole. 6. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXXY;" where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals (i.e., A, B, or C being the first, second and third resubmittals, respectively). Submittal 25B, for example, is the second resubmittal of Submittal 25. 7. If the Contractor proposes to provide material, equipment, or method of work that deviates from the Contract Documents, it shall indicate so under "deviations" on the transmittal form accompanying the submittal copies. 8. Submittals that do not have all the information required to be submitted, including deviations, are not acceptable and will be returned without review. C. Review Procedure: Submittals are specified for those features and characteristics of materials, equipment, and methods of operation that can be selected based on the Contractor's judgment of their conformance to the requirements of the Drawing and Specifications. Other features and characteristics are specified in a manner that enables the Contractor to determine acceptable options without submittals. The review procedure is based on the Contractor's guarantee that all features and characteristics not requiring submittals conform to the Drawings and Specifications. Review shall not extend to means, methods, techniques, sequences, or procedures of construction or to verifying quantities, dimensions, weights or gages, or fabrication processes (except where specifically indicated or required by the Specifications) of separate items, and as such, will not indicate approval of the assembly in which the item functions. 2. Unless otherwise specified, within twenty-one (21) calendar days after receipt of the submittal, the Engineer will review the submittal and return copies. The returned submittal will indicate one of the following actions: a. If the review indicates that the material, equipment, or work method complies with the Specifications, submittal copies will be marked "NO EXCEPTIONS TAKEN". In this event; the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal. b. If the review indicates limited corrections are required, copies will be marked "REVIEWED, COMMENTS AS NOTED". The Contractor may begin implementing the 16 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 105 CONTROL OF WORK work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided. c. If the review indicates that the submittal is insufficient or contains incorrect data, copies will be marked "REVISE AND RESUBMIT". Except at its own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "REVIEWED, COMMENTS AS NOTED". d. If the review indicates that the material, equipment, or work method do not comply with the Specifications, copies of the submittal will be marked "REJECTED". Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "REVIEWED, COMMENTS AS NOTED". D. Drawing: 1. The term "shop drawings" includes drawings, diagrams, layouts, schematic, descriptive literature, illustrations schedules performance and test data, and similar materials furnished by Contractor to explain in detail specific portions of the work required by the Contract. 2. Contractor shall coordinate all such drawings, and review them for legibility, accuracy, completeness and compliance with contract requirements and shall indicate this approval thereon as evidence of such coordination and review. Shop drawing submitted to the Engineer without evidence of Contractor's approval will be returned for resubmission. 3. Shop drawing shall be clearly identified with the name and project number of this contract, and references to applicable specification paragraphs and contract drawings. When catalog pages are submitted, applicable items shall be clearly identified. 4. Contractor shall stamp his approval on shop drawings prior to submission to the Engineer as indication of his checking and verification of dimensions and coordination with interrelated items. Stamp shall read: "(Contractor's Name) represents that we have determined and verified all field dimensions and measurements, field construction criteria, materials, catalog numbers and similar data, and that we have checked with the requirements of the Specifications and Drawings, the Contract Documents, and General Conditions". Marks on drawings by Contractor shall not be in red. Any marks by Contractor shall be duplicated on all copies submitted. 5. If shop drawings show variations from contract requirements, Contractor shall describe such variations in writing, separate from the drawings, at time of submission. All such variations 17 counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy'of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION Rev10/20/07 Section 00100 Page 8 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 105 CONTROL OF WORK must be approved by the Engineer. If Engineer approves any such variations, he shall issue an appropriate contract modification, except that, if the variation is minor and does not involve a change in price or in time of performance, a modification need not be issued. 6. Should the Contractor propose any item on his shop drawings or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory, (regardless of the Engineer's preliminary review), the Contractor shall, at his own expense, replace the item with another item that will perform satisfactorily. E. Certificates: For those items called for in individual sections, furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being furnished under the Contract comply with the requirements of these Specifications. F. Samples: Samples shall be sufficient in size to clearly illustrate functional characteristics and full range of color, texture, and pattern. G. Effect of Review of Contractor's Submittals: Review of drawings, data, methods of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Engineer or the Owner, or by any officer or employee thereof, and the Contractor shall have no claim under the Contract on account of the failure or partial failure, of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "REVIEWED, COMMENTS AS NOTED" shall mean that the Owner has no objection to the Contractor upon its own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. Subsection 105.08 shall be revised as follows: Delete the second paragraph and replace with the following: Incase of discrepancy the order of precedence is as follows: (a) General Conditions of the Construction Contract (b) Special Provisions 1. Project Special Specifications 2. Standard Special Provisions (c) Plans 1. Detailed Plans 2. Standard Plans Calculated dimensions will govern over scaled dimensions. 18 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 105 CONTROL OF WORK (d) Supplemental Specifications (e) Standard Specifications Subsection 105.09 shall include: Coordination with Property Owners and Tenants The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents in the project area. Every effort will be made to maintain pedestrian and bicycle flow and to accommodate special events and holidays for businesses, pedestrians, parking, and vehicle traffic. The Contractor shall be responsible to coordinate all work activities with private property owners and tenants along the project corridor. Access shall be maintained at all times. The Contractor shall be responsible for communicating accurate scheduling information to the project team to assure 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 as 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 for vehicles and pedestrians and any property -specific access needs are addressed prior to any change in existing access. The Contractor shall coordinate his method of maintaining these accesses with the City of Fort Collins Traffic Operations Department. Subsection 105.11 shall include: The City of Fort Collins intends to construct the roadway improvements on Harmony Road and Shields Street simultaneously as per the traffic phasing plans shown in the contract documents. All work must be coordinated between the projects to assure all milestones are met for both projects. The City of Fort Collins will provide the construction traffic control and surveying to ensure the necessary coordination between the projects. A mandatory weekly meeting will be held on site between city representatives, the contractor's representative in charge from each project, city traffic control supervisor and city survey crew. The schedule for each project must be submitted and coordinated at these meetings. Coordination with Traffic Engineer and Traffic Control Supervisor The Contractor shall coordinate with the Owner's Traffic Engineer for all traffic control activities. Requests for initial Setup of the major project phases (road closures) must be made 3 weeks prior to projected set up. Allow up to 10 days for advanced warning signs. Requests for flaggers must be made and updated at the weekly progress meetings for the following week. Requests for minor traffic control set ups (lane drops, etc.) must be made 72 hours in advance of set up. Increased Traffic Control costs caused by delays assessed to the contractor will be the responsibility of the Contractor. Subsection 105.12 shall include: Surveying Coordination A. The Owner will provide construction surveying for the project. City Survey Crews will perform the surveying required. 19 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 105 CONTROL OF WORK B. The Contractor must submit a survey request form to the City Surveyors a minimum of 72 hours prior to needing surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall be responsible for transferring the information from the construction 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 grade sheets supplied by the Owner. 20 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 106 CONTROL OF MATERIAL Section 106 of the Standard Specifications is hereby revised for this project as follows: Subsection 106.01 shall include: Substitutions and Product Options A. Description: 1. This section describes the procedure required by the Contractor for product substitutions. 2. Requests for Substitution: a. Base all bids on materials, equipment and procedures specified. . b. Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers, and/or manufacturer's names. Where this occurs, it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated. c. Other types of equipment and kinds of material may be acceptable to the Owner and Engineer. d. Types of equipment, kinds of material and methods of construction, if not specifically indicated must be approved in writing by Engineer and the Owner. 3. Submission of Requests for Substitution: a. After Notice to Proceed, the Owner / Engineer will consider written requests for substitutions of products, materials, systems or other items. b. The Engineer reserves the right to require substitute items to comply color and pattern - wise with base specified items, if necessary to secure "design intent". c. Submit six (6) copies of request for substitution. Include in request: 1) Complete data substantiating compliance of proposed substitute with Contract Documents. 2) For products: i. Product identification, including manufacturer's name. ii. Manufacturer's literature, marked to indicate specific model, type, size, and options to be considered: Product description; performance and test data; reference standards; difference in power demand; dimensional differences for specified unit. `Ai W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 106 CONTROL OF MATERIAL iii. Name and address of similar projects on which product were used date of installation and field performance data. 3) For construction methods: i. Detailed description of proposed method. ii. Drawings illustrating methods. 4) Itemized comparison of proposed substitution with product or method specified. 5) Data relating to changes in construction schedule. 6) Relation to separate contracts. 7) Accurate cost data on proposed substitution in comparison with product or method specified. d. In making request for substitution, or in using an approved substitute item, Supplier / Manufacturer represents: 1) He has personally investigated proposed product or method, and has determined that it is equal or superior in all respects to that specified and that it will perform function for which it is intended. 2) He will provide same guarantee for substitute item as for product or method specified. 3) He will coordinate installation of accepted substitution into work, to include building modifications if necessary, making such changes as may be required for work to be complete in all aspects. 4) He waives all claims for additional costs related to substitution which subsequently become apparent. 4. Substitutions: Request sufficiently in advance to avoid delay in construction. 5. Contractor's Option: a. For products specified only by reference standards, select any product meeting standards by any manufacturer indicate selected type in submission. b. For products specified by naming several products or manufacturers, select any product and manufacturer named, indicate selected type in submission. For products specified by naming one or more products, but indicating option of selecting equivalent products by stating "or equivalent" after specified product, Contractor must submit request, as required for substitution, for any product not specifically named. W W. Harmony Road Improvement Project Project Special Provisions 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 106.03 shall include: Materials Testing A. Provide such equipment and facilities as are required for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment found to be acceptable. Any product which becomes unfit for use after approval thereof shall not be incorporated into the work. B. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM), and the American Association of Highway and Transportation Officials (AASHTO). C. Where additional or specific information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. D. Owners Responsibilities The Owner shall be responsible for and shall pay all costs in connection with the following testing: a. Soils compaction tests. b. Trench backfill. c. Pipe and structural bedding. d. Tests not called for by the Specifications of materials delivered to the site. e. Concrete tests. Pavement tests E. Contractors Responsibilities 1. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 23 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 106 CONTROL OF MATERIAL a. Concrete materials and mix designs. b. Design of asphalt mixtures. All performance and field-testing specifically called for by the Specifications. d. All retesting for work or materials found defective or unsatisfactory, including tests covered above. F. Transmittal of Test Reports Written reports of tests and engineering data furnished by Contractor for Engineer's review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. The testing laboratory retained by the Owner or Engineer will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Two (2) copies of each test report will be transmitted to the Engineer and one (1) copy to the Contractor within seven (7) days after each test is completed. 24 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS Section 107 of the Standard Specifications is hereby modified to include the following: Environmental Controls The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. A. Dust Control Application: The Contractor shall execute work by methods to minimize raising dust from construction operations. 2. The Contractor shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non -approved chemicals, oil, or similar palliatives will not be allowed. Dust control agents may be used only after prior approval of the Owner. The Contractor shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. 3. The Owner will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the Owner. The Contractor shall be expected to maintain dust control measures effectively whether the Owner or Engineer specifically orders such Work. B. Preservation of Natural Features: Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. C. Housekeeping: Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. Immediately remove all rubbish. Do not allow rubbish to accumulate. Provide on -site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. D. Disposal 1. Disposal of Waste (Unsuitable) Materials: All material determined by the Engineer to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally, at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for dump fees, permits, etc., to be borne by the Contractor. 2. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul away contents such that no overflow exists. 3. Excess excavation shall become the property of the Contractor and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of.until all backfill operations are complete. 25 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS 4. The Contractor is to immediately inform Engineer of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. E. Burning: No burning of debris will be permitted. F. Water Control: A portion of the project work is located within a natural drainage course and is subject to periodic flooding due to rainfall and snowmelt, flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other ground water sources. The Contractor is responsible for managing water within the construction site and protecting property. G. Noise Control: All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The Contractor shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels. Noise level monitoring shall be performed by the Contractor as necessary to show that the permitted levels are not being exceeded. Permission from Owner must be obtained prior to the operation of any machinery and/or vehicles between the hours of 6 p.m. and 7 a.m. H. Erosion and Sediment Control: It shall be the responsibility of the Contractor to prepare and obtain an approved Erosion and Sediment Control Plan from the Owner. I. Permits: All work must be performed in accordance with all applicable regulatory permits. 2. It. shall be the responsibility of the Owner to prepare a Stormwater Management Plan (SWMP), and submit the SWMP to the Colorado Department of Public Health and Environment for review and approval. The SWMP shall be transferred to the Contractor's possession prior to beginning the Work. The Contractor shall also provide inspection reports as required by the SWMP to the Owner upon completion of each inspection. 3. The Contractor shall be responsible for obtaining all other necessary permits associated with the Work. 26 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: Subsection 108.03 shall include the following: Project Meetings A. Pre -Construction Conference: A Pre -Construction Conference will be held after Notice of Award and before the Notice to Proceed, the date, time and location will be determined after Notice of Award. The conference shall be attended by: 1. Contractor and Contractor's Superintendent 2. Contractor's Subcontractors (including the city provided Traffic Control Supervisor and Surveyor) 3. Engineer 4. Owner 5. Utility Companies 6. Contractor or Contractor's Superintendent from the Harmony Road Project 7. Others as requested by the Contractor, Owner, or Engineer. Unless previously submitted to the Owner, the Contractor shall bring to the conference a tentative schedule of the construction project, include in the schedule shop drawings and other submittals. Any submittals requiring long lead times and therefore must be expedited shall be submitted at the pre -construction conference, or as soon thereafter as possible. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: 1. Contractor's tentative Schedule a. The Contractor will be required to submit a detailed plan at the pre -construction meeting regarding the installation of the waterline crossing and the connection to the 16" City of Fort Collins waterline. These two tasks are critical to the project and must be scheduled at the beginning of construction. All efforts must be made to coordinate with the Harmony/Shields project manager and the Contractor must ensure that the work necessary to install these improvements will not interfere with the construction schedule of the Harmony/Shields project. 2. Permit applications and submittals, including Dewatering Permit, Erosion and Sediment Control Plan, and Traffic Control Plan 3. Transmittal, review and distribution of Contractor's submittals 4. Processing applications for payment 5. Maintaining record documents 6. Critical work sequencing 7. Field decision and change orders 27 SECTION 00300 BID FORM W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 108 PROSECUTION AND PROGRESS 8. Use of premises, office and storage areas, staging area, security, housekeeping, and Owner's needs 9. Contractor's assignment of safety and first aid B. Construction Progress Meetings for the W. Harmony Road Project: Progress meetings will be conducted weekly or at some other frequency, if approved by the Engineer. These meetings shall be attended by the Owner, the Engineer, the Contractor's representative and any others invited by these people. The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these project meetings will include construction progress, the status of submittal reviews, and the status of information requests, critical work sequencing, review of strategies for connections into existing facilities, status of field orders and change orders, and any general business. The Contractor will prepare a "two week look ahead" schedule to facilitate coordination of work items. C. Coordination Meeting with the Harmony/Shields Intersection Improvements Project: Coordination meetings will be conducted weekly or at some other frequency, if approved by the Engineer. These meetings shall be attended by the Owner, the Engineer, the Contractor's representative from both projects, the Surveyor, the Traffic Control Supervisor, and any others invited by these people. The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these coordination meetings will include projected schedule, construction progress, local business needs, traveling public updates, critical work sequencing, review of strategies for connections into adjoining project improvements, status of field orders, traffic control needs, and any general business. The Contractor will prepare 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 rate of progress to ensure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. 28 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 108 PROSECUTION AND PROGRESS Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates "Normal" weather and climate conditions in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carved out Mondays through Fridays (holidays accepted) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, and then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather - dependent activities. . 29 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 108 PROSECUTION AND PROGRESS While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer. 1. To any preference, priority, or allocation order duly issued by the Owner. 2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above. 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. 4. To any delays created by the adjoining Harmony/Shields Intersection Improvements Project. Subsection 108.04 shall include the following: Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permitted on weekends or holidays without written approval from the Project Manager. Work requests beyond normal working hours must be submitted to the Project Manager a minimum of (5) working days prior to the request date. 30 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the standard specifications is hereby revised for this project as follows: Subsection 201.02 shall include the following: Ralph Zentz, assistant city forester (970-221-6302), shall be responsible for identifying the removal of tree branches, stumps, shrubs and/or other plant materials beyond those trees identified in the removal plans for removal and/or transplant. Coordinate with the assistant city forester to have tree branches, stumps, shrubs, and other plant materials marked for removal. Clearing and grubbing shall include the removal of trees less than six (6) inches in diameter, bushes.and shrubs as identified by the engineer or the assistant city forester to be either removed or trimmed. All removed debris shall become the property of the contractor and shall be removed from the project site, not buried on -site. Clearing and grubbing shall include the removal of landscape timbers as directed by the engineer. Subsection 201.04 shall include the following: Pay Item Pay Unit Clearing and Grubbing Lump Sum 31 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL AND TRIMMING OF TREES Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.02 shall include the following: This work includes the removal and the trimming of trees as directed by the Engineer. This work includes the preservation from injury or defacement of all vegetation and objects designated to remain. The Engineer will establish environmental limits. All trees, shrubs, plants, grasses, and other vegetative materials shall remain, except as designated by the Engineer. Once all directed clearing, trimming, and pruning is completed and accepted, no additional clearing, trimming, cutting, or pruning will be allowed unless approved, in writing, by the Engineer. This work shall be done by a Contractor or subcontractor who is a qualified tree surgeon and a member of the National Arborist Association. The firm's or individual's name and qualifications shall be submitted at the preconstruction conference for the Engineer's approval. A list of references and other clients shall be included with the qualifications statement. A written description of work methods and time schedules shall be submitted and approved in writing by the Engineer prior to work commencing. Access for the removal or pruning of trees will be extremely limited. Trees shall be felled at the risk of the Contractor. Strict limits of disturbance will be defined and shall be adhered to. Branches on trees or shrubs shall be removed as directed by the Engineer. All trimming shall be done by skilled workmen. All work shall be done according to the following requirements: (1) Pruning shall be done with proper, sharp, clean tools in such a manner as to preserve the natural character of the tree. (2) All final cuts shall leave no projections on or off the branch and shall not be cut so close as to eliminate the branch collar. (3) To avoid bark stripping, all branches 2 inches in diameter and larger shall be cut using the 3-cut method. These branches shall be lowered to the ground by proper ropes. (4) Tools used on trees known or found to be diseased, shall be disinfected with alcohol before they are used on other trees. (5) Structural weaknesses, decayed trunk or branches, or split crotches shall be reported to the Engineer. (6) When cutting back or topping trees, the Contractor shall use the drop -crotch method and avoid cutting back to small suckers. Smaller limbs and twigs shall be removed in such a manner so as to leave the foliage pattern evenly distributed. 32 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL AND TRIMMING OF TREES (7) When reducing size (cut back or topping) not more than one-third of the total area shall be reduced at a single operation. (8) Climbing spikes shall not be used on trees not scheduled for removal. All brush, branches, limbs, and foliage hauled off site. Stumps shall be ground 8 inches below ground level. Subsection 202.12 shall include the following: Pay Item Pay Unit Removal of Tree Each Trimming Tree Each Chipping, stockpiling mulch, and hauling and stockpiling trunks and limbs will not be paid for separately but shall be included in the work. Removal of trees less than 3 inches in diameter will not be paid for separately but shall be included in the work. All clearing and grubbing directed by the Engineer will be paid for as lump sum under the clearing and grubbing item. 33 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL OF TREE STUMP Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing tree stumps (approximately 2-foot diameter to 4- foot diameter) within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing tree stumps designated for removal shall be ground down to an approved depth. The removed material shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of the existing stumps will be measured by the number of tree stumps removed, and accepted. Potholing will not be paid separately and shall be included in the cost for removal of tree stump. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Tree Stump Each Work shall include all material, equipment, labor, and disposal of materials to complete the work. 34 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL OF INLET Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing concrete inlet within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The inlet shall be removed in a manner that minimizes disturbance to the surrounding area. All removed inlet materials shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of the existing concrete inlet will be measured by the number of inlets removed, and accepted. Location of sawcutting shall be directed by the Engineer. Sawcutting, excavation and backfilling will not be paid separately and shall be included in the cost for removal of inlet. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Removal of Inlet Pay Unit Each Work shall include all material, equipment, labor, and disposal of materials to complete the work. 35 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL OF PIPE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing pipe within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The removed pipe shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of the existing pipe will be measured by the linear foot of concrete pipe removed, and accepted. Excavation and backfilling will not be paid separately and shall be included in the cost for removal of pipe. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Removal of pipe Pay Unit Linear Foot Work shall include all material, equipment, labor, and disposal of materials to complete the work. 36 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL OF SIDEWALK Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing sidewalk within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing sidewalk (6 inches thick) shall be removed in a manner that minimizes contamination of the removed sidewalk with underlying material. The removed sidewalk shall become the property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed sidewalk at the City of Fort Collins Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing sidewalk will be measured by the square yard of sidewalk removed to the required depth, and accepted. Sawcutting will not be paid separately and shall be included in the cost for removal of sidewalk. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Sidewalk Square Yard Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 37 PROJECT: SECTION 00300 BID FORM Place Date 1. In compliance with your Invitation to Bid dated 20_ and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a.certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list.. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through Rev10/20/07 Section 00300 Page 1 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL OF CURB AND GUTTER Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing curb within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The removed curb shall become the property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed curb at the City of Fort Collins Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing curb will be measured by the linear foot of curb removed, and accepted. Sawcutting will not be paid separately and shall be included in the cost for removal of curb. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Curb and Gutter Linear Foot Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 38 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL OF CONCRETE PAVEMENT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing concrete pavement within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing concrete pavement (10 inches thick) shall be removed in a manner that minimizes contamination of the removed pavement with underlying material. The removed pavement shall become the property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed pavement at the City of Fort Collins Recycling Center at: 1380 Hoffman Mill Road Fort Collins, Colorado (970)482- 1249 It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing concrete pavement will be measured by the square yard of pavement removed to the required depth, and accepted. Location of sawcutting shall be as directly by the Engineer. Sawcutting will not be paid separately and shall be included in the cost for removal of concrete pavement. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Concrete Pavement Square Yard 39 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 202 REMOVAL OF ASPHALT MAT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing asphalt mat shall be removed in a manner that minimizes contamination of the removed asphalt with underlying material. The removed mat shall become the property of the City and be disposed of by any one or more of the following described methods: 1. Place material in bottom of fills as approved by the Engineer. 2. Haul offsite to City of Fort Collins Recycling Center at: 1380 Hoffman Mill Road Fort Collins, Colorado (970)482-1249 It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required depth, and accepted. Location of sawcutting shall be as directed by the Engineer. Sawcutting will not be paid separately and shall be included in the cost for removal of asphalt mat. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Asphalt Mat Square Yard Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 40 W. Harmony Road Improvement Project Project Special Provisions 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 not be measure and paid for separately, but shall be included in the work. 41 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 207 TOPSOIL Section 207 of the standard specifications is hereby revised for this project as follows: Delete Subsection 207.04 and replace with the following: Topsoil placed behind the back of walk to the project limits shown on the plans shall be paid for by the cubic yard per plan quantity. The top six inches (6 ") of vegetation shall be stripped from the existing ground between the project limits and the existing pavement and stockpiled onsite. This material shall be used for the topsoil quantity and topsoil special —amended topsoil quantity unless otherwise directed by the engineer. All excess material shall be hauled offsite at the Contractor's expense. This material shall be paid by the cubic yard per plan quantity as Stockpile Topsoil. Subsection 207.05 shall include the following: Payment will be made under: Pay Item Pay Unit Topsoil Cubic Yard Stockpile Topsoil Cubic Yard Tilling and disking operations will not be paid for separately, but shall be included in the work. Organic amendment will not be paid for separately but shall also be included in the work. 42 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 207 TOPSOIL (SPECIAL) - AMENDED ONSITE FOR MEDIAN AND PARKWAY AREAS Section 207 of the standard specifications is hereby revised for this project as follows: Subsection 207.01 shall be revised to include the following: The Contractor will have the option to either purchase amended topsoil that meets the following requirements or mix the existing material on -site to meet the requirements. If mixed on site, this work shall consist of using the onsite stockpiled topsoil and mixing with the required imported soil amending material to produce the standard 7 5/25 topsoil mix material. This material shall be placed in the designated landscape medians and parkway areas indicated on the plans. Subsection 207.02 shall include the following: Topsoil for this project shall consist of loose friable loam amended with organic enhancements. A. Amended Topsoil Onsite shall have the following characteristics: Shall have a range of three to four percent organic matter as determined by the ignition of moisture free sample dried to determine loss in accordance with current methods of the Association of Official Agriculture Chemists. Shall have a pH between 6.5 to 8.0. Sodium Absorption Rate (SAR) and Electrical Conductivity (EC) readings are not to exceed three mmhos/cm. Particle Sizes: Topsoil shall be loam to sandy loam. Must be weed free at the time of spreading operations. This can be achieved by following subsection 217.03 B. Soil Amendment: Onsite amended topsoil - Material brought to the site for amendment process shall meet the amendments at the following rate: 3 cubic yards per 1,000 square feet of organic amendment The organic amendment shall include the following: An organic product containing a mixture of composted cow or sheep manure and wood residue that has been aerobically and naturally processed in such a manner as to maintain a consistent temperature of 60 degrees Celsius (140 degrees Fahrenheit) or greater for a period of time that is long enough to accomplish the following specifications: 43 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 207 TOPSOIL (SPECIAL) - AMENDED ONSITE FOR MEDIAN AND PARKWAY AREAS 1. The windrows of composted organic amendment (cow or sheep manure) have to be composted for 70 to 90 days. Certification must be provided to prove the product has gone through this process. 2. Eradicate harmful pathogens, including coliform bacteria. 3. Create a carbon to nitrogen ratio of no less than 15/1to 25/1 4. Contain no solid particle greater than 1/2 inch in diameter. 5. Have a non -offensive smell similar to fresh turned soil. 6. Contain no significant level of dirt or soil and contain a maximum of 30 percent composted wood residue (pine or aspen wood). The ph after composting shall be between 5.0 and 7.5 with an organic matter content of no less than 30 percent. The contractor shall submit a 2 lb. Sample of the product four weeks before its use on the project site revision for the Engineer's approval. A Certificate of Compliance shall be provided to the Engineer to verify the organic matter content, pH and carbon matter to nitrogen ratio. The Contractor shall submit two samples of topsoil to a soils laboratory for analysis. The cost of the test shall be at the Contractor's expense. The results will be submitted to the Engineer for review at least 60 days prior to placement. Based on the results, the Engineer can request soil amendments appropriate to have topsoil conform to these specifications at no cost to the project. The organic amendment shall be an organic product containing a mixture of composted cow or sheep manure and wood residue that has been aerobically and naturally processed in such a manner as to maintain a consistent temperature of 140 degrees. Fahrenheit or greater for a period of time of 70 to 90 days, and be approved by the Engineer. Subsection 207.03 shall include the following: All areas planted with shrubs behind the curb (parkway area) shall have the top 8 inches of soil tilled. Upon completion of tilling, the Contractor shall disk soil so as to break up all dirt clods to a size of two inches or smaller. Topsoil placement shall occur immediately after disking is complete. All areas shall be seeded or temporarily stabilized within seven calendar days after topsoil placement is completed. Spread topsoil over all areas to be planted with shrubs, to a depth of three inches. Begin placement after all rough grading, tilling, and disking operations are complete. Ten days before notice to proceed, Contractor shall submit a weed mitigation plan t the Engineer for approval. This plan shall include a graphic time line showing milestone and completion dates of herbicide treatment, topsoil stockpiling, topsoil spreading and all seeding and planting times. Delete Subsection 207.04 and replace with the following: Topsoil salvaged from the roadway placed in stockpile shall paid by the cubic yard per plan quantity as Stockpile Topsoil. Topsoil special shall be measured in place by measuring random depths of topsoil, and computing the volume by multiplying the area times the average depth. Topsoil special includes the amended 44 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 207 TOPSOIL (SPECIAL) - AMENDED ONSITE FOR MEDIAN AND PARKWAY AREAS material secured from a source outside the right-of-way, mixing the stockpiled topsoil material with the amended material to meet the requirements for an approved 7 5/25 mix, and placing in the designated areas. Subsection 207.05 shall include the following: Payment will be made under: Pay Item Pay Unit Topsoil (Special) - Amended Onsite for Median and Parkway Materials Cubic Yard Tilling and disking operations will not be paid for separately, but shall be included in the work. Organic amendment will not be paid for separately but shall also be included in the work. 45 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised for this project as follows: Section 208.01 of the Standard Specifications is hereby revised for this project to include the following: Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or off site) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor. Subsection 208.05 shall include the following: Silt fenceshall be installed in accordance with City of Fort Collins stormwater detail D-28 and maintained for the duration of the project. Wattles shall be installed in accordance with detail in the plan set. Storm drain inlet protection shall be installed in accordance with the details in the plan set labeled IP1 andIP-3. It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. Section 208.07 shall be deleted and replaced with the following: All erosion control measures identified in the Contract and as directed by the Project Manager will not be measured and paid for separately but will be the plan quantities. The unit cost price bid will be full compensation for all work required to complete the item. The Erosion Control Supervisor will be measured by the hour. Street sweeping will not be measured but shall be incidental to the work. Subsection 208.08 shall include the following: Pay Item Pay Unit Silt Fence Linear Foot Concrete Washout Structure Each Storm Drain Inlet Protection (Type 1) Each Storm Drain Inlet Protection (Type 3) Each Wattle Each Construction Fence Linear Foot Stabilized Construction Entrance Each Erosion Control Supervisor Hour Street sweeping will not be measure and paid for separately, but shall be included in the work. The travel time for the Erosion Control Supervisor shall be considered incidental to the work. 46 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 209 WATERING Section 209 of the Standard Specifications is hereby revised for this project as follows: Subsection 209.06 shall include the following: All landscaping including but not limited to the existing trees, shrubs, flower beds, and sod planted at all locations on the project where the construction has affected the existing irrigation system shall be watered as directed by the Engineer for the months of November through April. This item will be measured by the gallon. Pay Item Pay Unit Water (Landscaping) Gallon 47 8. BID SCHEDULE (Base Bid) Project: Harmoni, Road Improvements Project spec/Item Estimated Number Description Unit Unit Cost Item Cost Quantity Harmony Road Immovement Project 201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 44 EA 202-00011 Tree Trimming 14 EA 202-00013 Removal of Tree Stump (4' Dia ! 2' Dia) 17 EA 202-00019 Removal of Inlet I EA 202-00035 Removal of Pipe 241 LF 202-00037 Removal of Ertd Section 5 EA 202-00200 Removal of Sidewalk 1 646 SY 202-00202 Removal of Concrete Gutter_(8 Foot Wide) 48 LF 202-00203 Removal of Cutts and Gutter 1792 LF 202-00206 Removal of Curb Ramp 35 SY 202-00210 Removal of Concrete Pavement 60 SY Rev10/20/07 Section 00300 Page 1 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 210 RESET STRUCTURE — ELECTRIC GATE AND CONTROL BOX Section 210 of the Standard Specifications is hereby revised for this project as follows: Subsection 210.02 shall include the -following: Reset Structure — Electric Gate and Control Box consists of removing the entrance gate at the location shown on the plans and resetting with all existing gate materials, control box and all necessary conduits required to properly install at the new location. The Contractor shall cooperate and coordinate with the adjacent land owner to minimize disturbance. The Contractor shall be required to store all salvageable materials in a safe location until the gate is reset. Subsection 210.12 shall include the following: Reset Structure — Electric Gate and Control Box will be measured by the actual number reset and shall include all work and materials necessary to remove items from their existing location and reset them at the new location and to install the gate. Subsection 210.13 shall include the following: Pay Item Pay Unit Reset Structure — Electric Gate and Control Box Each 48 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 210 RESET STRUCTURE — IRRIGATION FLUME Section 210 of the Standard Specifications is hereby revised for this project as follows: Subsection 210.02 shall include the following: Reset Structure — Irrigation Flume consists of removing the flume and resetting at the location indicated on the plans salvaging the existing metal irrigation structure or replacing with an equivalent flume. The Contractor shall coordinate with the adjacent property owner and the Pleasant Valley Irrigation Company prior to commencing work. Construction methods shall follow manufactures requirements or ditch company standards. The Contractor shall ensure the device is level in all directions and that the water gauges are properly installed. It shall be the Contractor's responsibility to protect all salvageable materials once removed until time of placement. Subsection 210.12 shall include the following: Reset Structure — Irrigation Flume will be measured by the actual number reset and shall include all work and materials necessary to remove items from their existing location and reset them at the new location. Subsection 210.13 shall include the following: Pay Item Pay Unit Reset Structure — Irrigation Flume Each 49 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 210 RESET WATER SERVICE Section 210 of the Standard Specifications is hereby revised for this project as follows: Subsection 210.02 shall include the following: Reset Water Service consists of removing the existing water meter and meter pit and installing a new water meter and meter pit at locations shown on the plans according to the requirements of the current Fort Collins -Loveland Water District Utilities Standard Construction Specifications. The Contractor shall cooperate and coordinate with the Fort Collins -Loveland Water District when shutting off water to minimize downtime to customers. Subsection 210.12 shall include the following: Reset Water Service will be measured by the actual number reset and shall include all work and materials necessary to remove items from their existing location and reset them at the new location and to install the new water meter. Subsection 210.13 shall include the following: Pay Item Pay Unit Reset Water Service Each 50 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 210 RESET FIRE HYDRANT Section 210 of the Standard Specifications is hereby revised for this project as follows: Subsection 210.02 shall include the following: Reset fire hydrant consists of removing the existing fire hydrant assymbly and installing a new fire hydrant assymbly at locations shown on the plans according to the requirements of the current Fort Collins -Loveland Water District Utilities Standard Construction Specifications. The Contractor shall cooperate and coordinate with the Fort Collins -Loveland Water District when shutting off water to minimize downtime to customers. Subsection 210.12 shall include the following: Reset Water Service will be measured by the actual number reset and shall include all work and materials necessary to remove items from their existing location and reset them at the new location and to install the new water meter. Subsection 210.13 shall include the following: Pay Item Pay Unit Reset Water Service Each 9 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 210 RELAY RIPRAP Section 210 of the Standard Specifications is hereby revised for this project as follows: Subsection 210.02 shall include the following: Relay Riprap consists of removing the existing riprap along Front Range Community College, stockpiling in approved location on site, and relaying within the areas designated on the plans or at locations directed by the Engineer. Subsection 210.12 shall include the following: Relay Riprap will be measured by the actual cubic yards and shall include all work and materials necessary to remove items from their existing location, stockpile, and relay at the new location and according to plan. Subsection 210.13 shall include the following: Pay Item Relay Riprap Pay Unit Cubic Yards Work shall include all material, equipment, labor, and dewatering to complete the work, including excaving and backfilling. 52 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised for this project as follows: Subsection 304.02 shall include the following: Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03 The aggregate base course (Class 6) must meet the gradation requirements and have a resilient modulus of at least 32,883 psi or a resistance value, RD78 when tested by the Hveem Stabilometer method. Subsection 304.04 shall include the following: Any excavation and fill required to place the aggregate base course and the preparation of the subgrade will not be measure and paid for separately, but shall be included in the work. Any access excavated material not used on site shall become the property of the Contractor and shall be disposed of at the City of Fort Collins Recycling Center at Hoffman Mill Road. Materials not accepted at the City Recycling Center shall be disposed of outside the project site. Subsection 304.08 shall include the following: Payment will be made under: Pay Item Pay Unit Aggregate Base Course (Class 6) Ton Work shall include all material, equipment, labor, and disposal of any access excavated materials, including hauling, to complete the work. 53 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 403 HOT MIX ASPHALT Section 403 of the Standard Specifications is hereby revised for this project as follows: Subsection 403.02 shall include the following: The design mix for hot mix asphalt shall conform to the following: TABLE 403-1 Propert Test Value For Grading S(100) SG(100) Method Air Voids, percent at: N (initial) [for information only] CPL 5115 >11.0 >1 1.0 N(design) 3.5-4.5 3.5-4.5 Lab Compaction (Revolutions): N (initial) [for information only] CPL 5115 8 8 N (design) 100 100 Stability, minimum CPL 5106 30 30 Minimum % of the aggregate retained n the 4.75 min (No. 4) sieve having at CP 45 90 80 east 2. mechanically induced fractured fm Accelerated Moisture Susceptibility CPL 5109 Tensile Strength Ratio (Lottman), Method B 80 80 minimum Minimum Dry Split Tensile Strength, CPL 5109 205 (30) 205 (30) a (psi) Method Grade of Asphalt Cement, Top Layer PG 64-2 8 Grade of Asphalt Cement, Layers below Top PG 5 8-28 Voids in the Mineral Aggregate (VMA) See Table See Table % minimum CP 48 1 403-2 403-2 Voids Filled with Asphalt (VFA), % Al MS-2 65-75 65-75 Dust to Asphalt Ratio Fine Gradation CP 50 0.6 - 1.2 0.6 - 1.2 Coarse Gradation 0.8 - 1.6 0.8 - 1.6 Note: AI MS-2 = Asphalt Institute Manual Series 2 Note: The current version of CPL 5115 is available from the Region Materials Engineer. Note: Mixes with gradations having less than 40% passing the 4.75 min (No. 4) sieve shall be approached with caution because of constructability problems. Note: Gradations for mixes with a nominal maximum aggregate size of one -inch or larger are considered a coarse gradation if they pass below the maximum density line at the #4 screen. Gradations for mixes with a nominal maximum aggregate size of 3A inch or smaller are considered a coarse gradation if they pass below the maximum density line at the #8 screen. 54 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 403 HOT MIX ASPHALT All mix designs shall be run with a gyratory compaction angle of 1.25 degrees and properties must satisfy Table 403-1. Form 43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids up to 1.0 percent below the mix design optimum TABLE 403-2 Minimum Voids in the Mineral Aggregate (VMA) Nominal ***Design Air Voids ** Maximum Size*, mm (inches) 3.5 % 4.0 % 4.5 % 37.5 (11/2) 11.5 12.0 12.5 25.0(1) 12.5 13.0 13.5 .19.0 (3/4) 13.5 1 14.0 1 14.5 12.5 (1/2) 14.5 15.0 15.5 9.5 (3/8) 15.5 16.0 16.5 * The Nominal Maximum Size is defined as one sieve larger than the first sieve to retain more than 10%. ** Interpolate specified VMA values for design air voids between those listed. Air Void Criteria: A design air void range of 3.5 to 4.5% with a target of 4.0% will be used on all mixes. The air void criteria will be applied to the approval of the design mix. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA. This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. The hot mix asphalt top layer shall not contain any reclaimed or recycled asphalt pavement. Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading S) (100). To prevent stripping, a minimum of 1 percent hydrated lime by weight of the combined aggregate shall be added to the aggregate for all hot mix asphalt. 55 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 403 HOT MIX ASPHALT Acceptance samples shall be taken as per CP-4 1. Subsection 403.03 shall include the following: The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with subsection 401.22, at the contract unit price per ton for the bituminous mixture. Payment will be made under: Pay Item Pay Unit Hot Mix Asphalt (Grading SG) (100) (PG 58-28) Ton Hot Mix Asphalt (Grading S) (100) (PG 64-28) Ton Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot mix asphalt item will not be paid for separately, but shall be included in the unit price bid. When the pay item includes the PG binder grade, the asphalt cement will not be measured and paid for separately, but shall be included in the work. When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with Section 411. Asphalt cement used in Hot Mix Asphalt (Patching) will not be measured and paid for separately, but shall be included in the work. Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately, but shall be included in the work. 56 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 412 FAST TRACK PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised for this project as follows: . Subsection 412.03 shall include the following: Where Concrete Pavement (Fast Track) is specified in the Contract, theconcrete shall be Concrete Class P (Fast Track) and shall conform to the requirements for Concrete Class P as described in Section 601. Substitution of other classes of concrete will not be allowed. Subsection 412.04 shall include the following: Type III cement will be permitted for Concrete Class P (Fast Track). For Concrete Class P (Fast Track), the Contractor shall develop maturity relationships in accordance with ASTM C 1074 with the following additions or modifications: 1. The cylinders used to establish the compressive strength vs. maturity relationship shall be cast and cured in the field in conditions similar to the project. 2. These cylinders shall be tested in pairs at times which yield compressive strengths three sets of which are at or below 17 Mpa (2500 psi) and one of which is above 17 Mpa (2500 psi). 3. Testing to determine datum temperature or activation energy will not be required. 4. A test slab shall be cast at the same time and location as the cylinders. The test slab shall have a length and width of 2 m x 2 in (6 feet x 6 feet) and a thickness equal to the pavement design thickness. The maturity of the test slab, when used in the compressive strength vs. maturity relationship from the cylinders, shall indicate that a compressive strength of 17 Mpa (2500 psi) is achieved in the required time. Slab maturity will be determined with two probes located in the slab approximately 300 mm and 600 mm (1 and 2 feet) from the edge. The test slab shall be covered with a blanket similar to the one to be used on the pavement. The development of the maturity relationship and maturity determination of the test slab is part of the trial mix and shall thus be documented in the Concrete Mix Design Report. The Contractor shall provide a multi -channel maturity meter and all necessary wire and connectors. The Contractor shall be responsible for the placement and maintenance of the maturity meter and wire. Placement shall be as directed by the Engineer. Calcium chloride will not be allowed. Admixtures which conform to AASHTO M 194 Type F (water reducing, high range) and Type G (water reducing, high range and retarding) will be permitted for Concrete Class P (Fast Track). Subsection 412.14 shall include the following: For Concrete Pavement (Fast Track) curing blankets with a minimum R-Value of 0.5 shall be provided, in addition to the membrane curing, and shall be placed as soon as they can be placed without marring the surface 57 Project: Harmony Road Improvements Project Slxc/Item Estimated Description Unit Unit Cost Item Cost Number Quantity 202-00220 Removal ol' Asphalt Mat 20971 SY 202-(9001 Plug Culvert I EA 203-00010 Unclassified Excavation (Complete In Place) 8551 CY 203-00100 • Muck Excavation 722 CY 203-01596 Potholing With Stlfwcying and Stationing of U/G Utilities I LS 207-00205 Topsoil 1567 CY 207-00210 Stockpile. Topsoil 5932 CY 207-00405 Topsoil (Special) - Amended Onsite for Median and Parkway Areas 2072 CY 208-00005 Wattle (2S Sections) 5.4 EA 208-00020 Silt Fence 5305 LF 208-xxxxx Construction Fence 2336 LF Rev10/20/07 Section 00300 Page 2 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 412 FAST TRACK PORTLAND CEMENT CONCRETE PAVEMENT Subsection 412.18 shall include the following: The transverse and untied longitudinal joints of Concrete Pavement (Fast Track) shall be cleaned and sealed with preformed compression joint seals prior to opening of the pavement to traffic. Subsection 412.22 shall include the following: The Concrete Pavement (Fast Track) shall not be opened to traffic until the maturity value of the last concrete placed, determined by the Contractor in accordance with ASTM C 1074 as modified in subsection 412.04, as revised for this project, indicates that 17 MPa (2500 psi) minimum field compressive strength has been achieved. For Concrete Class P (Fast Track) a field compressive strength of 17 MPa (2500 psi) shall be achieved within 24 and 48 hours after placement. Subsection 4 12.24(a) shall include the following: Pay Item Pay Unit Concrete Pavement (1 0-1 /2 inch) (Fast Track) (24 Hour) Square Yard Furnishing, calibrating and use of the maturity meter, wire, and other appurtenances including the molding, curing and breaking of cylinders for calibration, and placement of the slab will not be measured and paid for separately, but shall be included in the work. 58 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 605 MEDIAN UNDERDRAIN Section 605 of the Standard Specifications is hereby revised for this project as follows: Subsection 605.01 shall include the following: This work consists of constructing median underdrains in accordance with these specifications and in conformity of the median detail indicated on the plans. This work shall include installing the 10 Mil plastic liner, the 4" perforated pipe wrapped in weed barrier fabric, and class 67 bedding. Subsection 605.07 shall include the following: The median underdrain including the plastic liner, the 4" perforated pipe wrapped in weed barrier fabric, and class 67 bedding will all be measured as one unit and paid for as 4 Inch Perforated Pipe Underdrain by the linear foot. Payment will be made under: Pay Item Pay Unit 4 Inch Nonperforated Pipe Underdrain LF 4 Inch Perforated Pipe Underdrain LF All labor, excavation, preparation, compaction, and clean outs will not be measured and paid for separately, but shall be included in the work. 59 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS Section 608 of the Standard Specifications is hereby revised for this project as follows: Section 608.01 shall include the following: This work consists of the construction of the paving for concrete sidewalks, and concrete curb ramps. In subsection 608.02 delete the second paragraph and replace with the following: Concrete for sidewalks, bikeways and shall be Class B, and meet the requirements in Section 601. Subsection 608.03 shall include the following: Finished products that do not match the approved test slab shall be removed and replaced by the Contractor at no cost to the Owner. Record date, location, and quantity of pour, as well as air temperature at time of pour. Subsection 608.03(b).shall include the following: For Surfaces Exposed to View: Form faces must be free from raised grain, tears, wom edges, patches, dents, or other defects which would impair texture of the concrete surfaces. Minimize number of seams in form material, and arrange seams in an orderly fashion. To minimize potential cracking, no section of concrete shall have any angle less than 90 degrees. After stripping of the forms, if any concrete is found to be not formed as shown on the drawings, is out of alignment of level, or shows a defective surface, it will be considered as not conforming with the intent of these standards and specifications, and shall be removed and replaced at the Contractor's expense, unless the Engineer gives permission to patch the defective area. Delete subsection 608.03(d) and replace with the following: Sidewalk: Concrete sidewalks trails shall be medium broom finished with joints located per drawings. All outside edges of the slab and all joints shall be edged with a 1/4-inch radius edging tool. Thoroughly wash the surface with water prior to acceptance. Surface Planeness for Concrete Paving. Unless otherwise specified, produce slabs with the following tolerance. Finishes shall be true planes within 1/4-inch in 10 feet, as determined by a 10 foot straight edge placed anywhere on the slab in any direction. Subsection 608.03(e) shall include the following: 60 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS A. Expansion joints/construction joints/ for concrete paving: Expansion joints to be spaced no greater than every 300 feet. 2. Extend joint filler the full depth of the slab. Hold back filler 1/2-inch from top of slab. 3. Joint sealant or caulk shall match color of concrete; caulking shall not extend above level of. pavement. B. Score Joints. 1. Construct sawcut and tooled score joints as detailed on the plans. 2. Score joints shall.be 1/4 of paving depth. 3. Tooledjoints to have a 1/4-inch radius and shall not incorporate a trowelled edge except where indicated on the drawings. Score joints into plastic concrete during finishing operations. Subsection 608.06 shall include the following: Pay Item Concrete Sidewalk Pay Unit SY The price all pay items shall be full compensation for furnishing and placing all materials including test slabs, and demolition of test slabs, excavation, concrete, forms, joint materials, reinforcement, tooling and finishing. 61 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 608 CONCRETE CURB RAMP Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 shall include the following: This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the plans and in accordance with the plans. Subsection 608.02 shall include the following: Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of producing the pattern of domes as shown on the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936. Alternate materials may be used, if pre -approved by the Engineer. The Contractor shall submit a sample of the product, the name of the selected supplier, and documentation that the product meets all contrast requirements and will be fully compatible with the curb ramp surface to the Engineer for approval prior to start of work. Known vendors of alternate products include but are not limited to the following: II. Vendor Name III. Product IV. Phone Numbers CAST in TACT Warning 303-295-6050 TMA Construction Supply Panels East Jordan Iron Works, Inc. Truncated Dome Plates 800-626-4653 The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the adjoining surface. The contrast shall be verified using the following equation: Contrast=l (Bt—Bs)1X100 L Bl JJ Where 81 = Light Reflectance Value (LRV) of the lighter area B2 = LRV of the darker area Absolute black and white will not be permitted. The contrast shall be achieved by adding pigment during the fabrication of the paver. Prior to start of work, the Contractor shall submit appropriate documentation from the manufacturer verifying that the contrast has been met, along with a sample paver, to the Engineer for approval. 62 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 608 CONCRETE CURB RAMP Bedding and joint sand shall be free of deleterious or foreign matter. The sand shall be natural or manufactured from crushed rock. Limestone screenings or stone dust shall not be used. Sand for bedding material shall conform to ASTM C 33. Sand that is to be placed between joints shall conform to ASTM C 144. Subsection 608.03 shall include the following: (g) Detectable Warnings. Pre -fabricated pavers for detectable warnings shall be brought to the site in steel banded, plastic banded or plastic wrapped cubes capable of being transported by a fork lift or clamp lift. Pavers shall be carefully removed and stacked in a manner which results in the least amount of damage. All pavers that are damaged during transport or delivery will be rejected and shall be replaced at the Contractor's expense. Minor cracks or chipping due to transport and handling that do not interfere with the structural integrity of the paver or the overall pattern of truncated domes will not be deemed as grounds for rejection. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should be placed to stay ahead of laid pavers Pavers shall be placed in a running bond pattern. Domes shall be aligned to create a square grid in the predominant direction of travel as shown in the plans. Pavers shall be installed such that the base of the truncated dome is at the same elevation as the adjoining surface, allowing for a smooth transition between the curb ramp and the detectable warning. When cut pavers are required to fill gaps between the pavers and the edge of concrete, the Contractor shall bevel portions of the truncated domes at a 45-degree angle to create a smooth transition between the partial dome and the curb ramp surface. Unless otherwise directed by the Engineer, pavers shall be cut and installed in such a manner that the domes on the cut sections will not significantly impact the overall pattern of the truncated domes. The Contractor shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer's recommendations, or as directed by the Engineer. All pavers that are damaged during embedment shall be replaced at the Contractor's expense. Joint spacing between paver units shall be in accordance with the manufacturer's recommendations, or as approved by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. (h) Alternate products. Alternate materials shall be installed in accordance with manufacturer's recommendations. The concrete surface to which alternate materials are to be applied shall be prepared in accordance with manufacturer's recommendations. Material requirements, color and application shall be in accordance with manufacturer's recommendations and as approved by the Engineer. Subsection 608.05 shall include the following: 63 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 608 CONCRETE CURB RAMP Detectable warnings on curb ramps, including sand, pavers, alternate materials, and all other work and materials necessary for fabrication, transport, and installation will not be measured and paid for separately, but shall be included in the work. 64 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 609 CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised for this project as follows: Subsection 609.02 shall be deleted in its entirety and replaced with the following: 609.02 Materials shall meet the requirements specified in the following subsections: Joint Fillers 705.01 Bed Course Material 703.07 All concrete used for Curb and Gutter shall be Class B and meet the requirements in Section 601. All concrete mix designs utilized shall be submitted to the City representative and approved a minimum of one week prior to the beginning of construction. Concrete mixes will be subject to inspection and tests as required to assure compliance with quality requirements. Subsection 609.06 shall include the following: Pay Item Pay Unit Curb and Gutter Type 2 (Section I-B) LF Curb and Gutter Type 2 (Section II-B) LF Gutter Type 2(10 Foot) LF The price of all pay items shall be full compensation for all excavation, concrete, forms, joint materials, reinforcement, tooling and finishing. 65 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 610 MEDIAN COVER MATERIAL Section 610 of the Standard Specifications is hereby revised for this project as follows: In subsection 610.02 delete the second paragraph and replace with the following: All concrete used for median cover material shall be Class B and meet the requirements in Section 601. Coloring agent shall be Davis Color San Diego Buff. All concrete mix designs utilized shall be submitted to the City representative and approved a minimum of one week prior to the beginning of construction. In subsection 610.03 delete the third paragraph and replace with the following: (b) Concrete. Construction requirements shall conform to the requirements of subsection 608.03. The surface finish shall be exposed aggregate as indicated on the plans. Subsection 610.05 shall include the following: Pay Item Pay Unit Median Cover Material (Decorative) SF The price for all pay items shall be full compensation for furnishing and placing all materials including test slabs, and demolition of test slabs, excavation, concrete, forms, joint materials, reinforcement, tooling, finishing and removing polyethylene. 66 W. Harmony Road Improvement Project Project Special Provisions REVISION OF 614 TRAFFIC CONTROL DEVICES Section 614 of the Standard Specifications is hereby revised for this project as follows: Subsection 614.01 shall include the following: The City of Fort Collins will furnish and install all traffic control devices for the project. The Contractor is required to coordinate with the City for the completion of the work. 67 Project: Harmony Road Improv emeWs Project Spec/Item Estimated Description Unit Unit Cost Item Cost Number Quautity 208-00045 Concrete Washout Sunuctttre I EA 208-00050 Storm Drain Inlet Protection (Type- 1) 9 EA 208-00052 Storm Dtaiti btlet Protection (Type 3) S EA 208-00070 Stabilized Construction Entrance 2 EA 208-00205 Erosion Control Supervisor 75 HR 209-00100 Water (Landscaping) 210-00001 Reset Structure - Electric Gate and Control Box 210-WO10 Reset Mailbox Structure 210-00030 Reset Water Service 210-00050 Reset Fite Hydrant 210-00750 Reset Light Standard 210-01000 Reset Fence Rev 10/20/07 3750 GAL 1 EA I EA 3 EA 2 EA 2 EA 2492 LF Section 00300 Page 3 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 619 WATERLINES — DIRECTION DRILLING 10" C-900 CERTA LOCK IN PLACE BELLS Section 619 of the Standard Specifications is hereby revised for this project to include the following: Subsection 619.01 shall include the following: This work includes installing a 10" PVC-C900 Certalock waterline across the Harmony and Shields intersection avoiding conflicting existing utilities with minimal disruption to traffic flows. This work shall meet the requirements of the current Fort Collins -Loveland Water District Standards. It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications. The City of Fort Collins has potholed the existing utilities within the project limits and confirmed the location of the underground utilities. This information is provided in the plans and profiles within the plan set. The Contractor will be required to pothole all utilities prior to commencement of work to ensure the installation of the new waterline does not interrupt service of buried utilities. Delete subsection 619.02 and replace with the following: All material shall meet the specifications and standards of the Fort Collins — Loveland Water District must be approved by the District or project engineer prior to installation. The 10" PVC-C900 %Certalock pipe shall be bell and spicket restrained. Subsection 619.03 shall include the following: This work includes installing the 10"PVC-C900 Certalock pipe by means of directional drilling (Option A) or by open. trench (Option B) as directed by the Engineer. The Contract will be awarded using the directional drilling (Option A) method for this project. The open trench (Option B) method is an alternate method for this project and is addressed on the Bid Schedule under Alternate 1. Minimal traffic disruption is mandatory during the installation of this work. The Contractor must coordinate all construction operations with the City of Fort Collins Traffic Operartions Department and the Fort Collins -Loveland Water District. Prior to construction the Contractor must provide a plan to the project engineer describing how they will respond in the event an existing underground utility breaks while installing the waterline. It shall be the Contractor's responsiblility to provide.a method of handling vehicle and pedestrian traffic that has been pre -approved by the City of Fort Collins, the appropriate emergency services, and affected utility companies. The Fort Collins -Loveland Water District must be notified a minimum of 72 hours prior to construction operations when an outage is necessary for connecting to existing lines. Open trench operations will be required to be backfilled with flowable fill concrete up to the proposed subgrade. Subsection 619.04 shall include the following: All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental to the work and will not be paid for separately for both Option A and Option B. 68 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 619 WATERLINES — DIRECTION DRILLING 10" C-900 CERTA LOCK IN PLACE BELLS This includes, but is not limited to excavating and backfilling, valve boxes, plugs, thrust blocks, bedding materials, poly -wrap, chlorinating, pressure testing and all materials incidental to completing the installation and connections to existing water lines. Pay Item Pay Unit 10" PVC-C900 Certalock — Directional Drilling (OPTIONA) LF Alternate 1: 10" PVC-C900 Certalock —Open Trench (OPTION B) LF 69 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 619 WATERLINES —1" IRRIGATION SERVICE Section 619 of the Standard Specifications is hereby revised for this project to include the following: Subsection 619.01 shall include the following: This work includes installing a 1 water service at the location provided on the plans and shall meet the requirements of the current Fort Collins -Loveland Water District Standards. It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications. The City of Fort Collins has potholed the existing utilities within the project limits and confirmed the location of the underground utilities. This information is provided in the plans and profiles within the plan set. The Contractor will be required to pothole all utilities prior to commencement of work to ensure the installation of the new waterline does not interrupt service of buried utilities. Delete subsection 619.02 and replace with the following: All material shall meet the specifications and standards of the Fort Collins — Loveland Water. District must be approved by the District or project engineer prior to installation. Subsection 619.03 shall include the following: The Contractor shall install the 1" irrigation service in accordance to the Fort Collins — Loveland Water District Standards. Subsection 619.04 shall include the following: All labor, equipment, material, testing necessary to meet the stardards will be included the cost of the work. All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental to the work and will not be paid for separately. This includes, but is not limited to excavating and backfilling, tapping into the existing waterline, flowable fill backfill, and all other appurtnenances. This item will be .paid for as a lump sum. . Pay Item Pay Unit Connect to Existing 16" COFC Waterline LS 70 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 619 WATERLINES — CONNECT TO EXISTING 16" COFC WATERLINE Section 619 of the Standard Specifications is hereby revised for this project to include the following: Subsection 619.01 shall include the following: This work consists of abandoning a 4" FCLWD line service (Faith Evangelical Free Church at 4036 South Shields) and tying into the existing 16" City of Fort Collins watermain. The Contractor will be required to follow the City of Fort Collins Water Utilities standards for what is not indicated on the plans. It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications. The City of Fort Collins has potholed the existing utilities within the project limits and confirmed the location of the underground utilities. This information is provided in the plans and profiles within the plan set. The Contractor will be required to pothole all utilities prior to commencement of work to ensure the installation of the new waterline does not interrupt service of buried utilities. Delete subsection 619.02 and replace with the following: All material shall conform to City of Fort Collins Water Department and include 16' x 4" saddle and tapping valve, 4" gate valve, and various sleeves to tie into the existing 4" line. All material shall meet the specifications and standards of the City of Fort Collins Water Utilities and must be approved by the City or project engineer prior to installation. Subsection 619.03 shall include the following: The contractor shall coordinate with the City of Fort Collins Water Department and the Fort Collins Loveland Water District to allow seamless connection to the church's water service. The Contractor shall coordinate with the church for outage. The Contractor shall follow plans for the tie in and abondment procedures. The Contractor will be required to verify the existing water service pipe Outer Diamter/Inner Diamter for correct material to join both pipes together before cutting service. Subsection 619.04 shall include the following: All labor, equipment, material, testing necessary to meet the stardards will be included the cost of the work. All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental to the work and will not be paid for separately. This includes, but is not limited to excavating and backfilling, tapping into the existing waterline, corp, copper pipe, stop box, meter pit, meter setter, flowable fill backfill, copper pigtail, and all other appurtnenances. This item will be paid for as a lump sum. Pay Item Pay Unit 1" Waterservice with Meter Pit LS 71 REVISION OF SECTION 620 FIELD FACILITIES Section 620 of the Standard Specifications is hereby revised for this project as follows: Subsection 620.01 shall be deleted in its entirety and replaced with the following: The Contractor shall furnish a temporary field office for the owner and sanitary facilities separate from the Contractor's facilities. The Contractor shall provide the location for the facility and construction staging area subject to the owner's acceptance. The Contractor shall furnish, install and maintain a temporary field office for the owner during the entire construction period, including providing and paying for utility hook-up to include power and heating and cooling. These units are to be maintained and cleaned at least weekly by the Contractor and removed when the project is completed unless released earlier by the Engineer. Subsection 620.02 shall be deleted in its entirety and replaced with the following: 620.02 Field Offices. Field Office shall be Class 2 and substantially conform to the requirements of this section. The field office shall be a minimum of 330 square feet in plan with a 90-inch or higher ceiling and shall be of weathertight construction. Windows shall be placed on not fewer than two sides. At least two latchable windows and one entrance door complete with cylinder lock and four keys shall be built into the walls. The Contractor shall provide and pay for the following furnishings: Minimum of 4 electrical outlet boxes 2 Suitable office desks with drawers and locks 2 suitable office tables not less than 3'x5' 3 office chairs 2 waste baskets 1 supply cabinet with not less than 10 square feet of shelving 1 metal filing cabinet, 18" x 32" with 4 lockable drawers Exterior Lighting and Entrance door Automatic heating and air conditioning equipment to maintain comfort conditions of 70 F. Drinking water dispensed with an acceptable cooling device Toilet facilities One (1) 10-inch outdoor type thermometer Locking doors with two (2) sets of keys The materials may be new or used, but must be serviceable, adequate for the required purpose, and must not violate applicable codes or regulations. In subsection 620.07 delete the third paragraph regarding telephone. 72 W. Harmony Road Improvement Project 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. City Survey Crews will perform the surveying required for the Harmony and Shields Intersection Improvement Project No AQC M455-074 and the Harmony Road Improvements Project. The Contractor must submit a survey request form to the City Surveyors a minimum of 72 hours prior to needing any surveying. If the requested survey cannot be accomplished in the time frame requested by the Contractor and it will affect the critical path on the construction schedule, the City will utilize a Contract Surveyor at the owner's expense. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. The Contractor shall specify the offsets required for each survey item. This information shall be provided at the pre -construction meeting. All survey staking destroyed by the Contractor, vandalism or by any other reason will be replaced at the Contractor's expense. The Contractor's designated representative will be required to authorize any requested re -staking or additional services at the time the services are completed. Services designated as extra will be billed at an hourly rate per the prevailing rate schedule of the surveyor. The Contractor 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 grade sheets supplied by the owner. All existing survey monuments and property comer located outside of the project grading limits as defined on the plans that are damaged or destroyed by the Contractor will be replaced at the Contractor's expense. The Contractor shall have supervision, knowledge of the project requirements and proper installation and construction procedures, available in the field at all times that work is progressing. All existing survey monuments and property corners located within the project grading limits which are intended to remain in place and intact as defined on the plans shall be protected by the Contractor. Where necessary monuments, property corners, and section corners will be adjusted or replaced by the City for this project. 1. Control Location of horizontal and vertical control points will be provided at approximately 1000-foot intervals. Monuments will be set outside the limits of construction. 2. Easements and Right of Way 73 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 625 CONSTRUCTION SURVEYING Temporary construction easements (TCE) and those portions of right of way between TCE's will be staked at 100 foot intervals on tangents, PCs, 50 foot intervals on curves, angle points and corner points. 3. Excavation and Embankment a. One set of slope stakes at 50-foot intervals (stations) on each side of the proposed road including intersections. Staking information to include cut/fill for ❑ "limit of cut" or "limit of fill" location ❑ decision point (ditch flowline or grade break) ❑ edge of pavement ❑ roadway centerline b. One set of shoulder and/or curb stakes at 50-foot stations on each side of the road including intersections. c. One set of slope or shoulder stakes for the grading of each driveway and field access. d. Ditch grades shall be defined by the slope staking described above. 1 Storm Drain One set of offset stakes for each storm drain pipe and inlets. 2 Utility Crossing One set of offset stakes for the utility conduit crossings. 3. Subgrade and Paving a. One set of blue top subgrade stakes at 50-foot stations on tangents, PCs and PT's after completion of the subgrade preparation. Stakes to be set at 25-foot stations for .horizontal curves with radius less than 1,000 feet and at all vertical curves. Blue tops will be set on centerline and the edge of pavement on both sides of the roadway. These blue tops will remain in place to be used for the aggregate base course or paving operations. 4. Signs One set of stakes to locate each sign. 5. Delineators No survey will be provided. The Contractor shall install delineators as specified in the plans. 6. Striping City of Fort Collins will provide layout of all temporary pavement striping for the Contractor. . 7. Mailboxes, Newspaper Boxes and Address Posts 74 W. Harmony Road Improvement Project Project Special Provisions REVISION OF SECTION 625 CONSTRUCTION SURVEYING No survey will be provided. The Contractor shall reset all mailboxes, newspaper boxes and address posts per agreement with the property owner and approval by the Engineer. Property Corners and Section Corners Reset property corners located along the right of way and section corners within the project grading limits. 75 W. Harmony Road Improvement Project Project Special Provisions REVISION OF 627 PAVEMENT MARKING Section 627 of the Standard Specifications is hereby revised for this project as follows: Subsection 627.01 shall include the following: The City of Fort Collins will furnish and install all permanent pavement markings and signing for the project. The Contractor is required to coordinate with the City for the completion of the work. 76 W. Harmony Road Improvement Project Project Special Provisions REVISION OF 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.01 shall include the following: The City of Fort Collins will furnish construction zone traffic control. City Traffic Operation Crews will perform the traffic control required for the Harmony and Shields Intersection Improvement Project No AQC M455-074 and the Harmony Road Improvements Project. The Contractor is required to coordinate with the City for the completion of the work. All requests for initial setup of the major project phases that follow the traffic phasing plan indicated in the plans must be made 3 weeks prior to construction commencement. The Contractor shall allow ten (10) days for advanced warning signs. All requests for flaggers must be made and updated at the weekly progress meetings for the following week. All requests for minor traffic control set ups must be made 72 hours prior to construction operations. Increased Traffic Control costs caused by delays assessed to the Contractor will be the responsibility of the Contractor. 77 CONTRACT DOCUMENTS TABLE OF CONTENTS Section BID INFORMATION 00020 Notice Inviting Bids 00100 Instruction to Bidders 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Major Subcontractors CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release(Contractor) 00660 Consent of Surety 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC -A 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment Pages 00020-1 -00020-2 00100-1 - 00100-9 00300-1 - 00300-3 00400-1 00410-1 - 00410-2 00420-1 - 00420-3 00430-1 00500-1 00510-0 00520-1 - 00520-6 00530-1 00600-1 00610-1 - 00610-2 00615-1 - 00615-2 00630-1 00635-1 00640-1 00650-1 - 00650-2 00660-1 00670-1 - 00670-2 00700-1 - 00700-34 GC -All - GC-A2 00800-1 - 00800-2 00900-1 00950-1 - 00950-2 00960-1 - 00960-4 Rev 10/20/07 Section 00020 Page 2 Project: Harmony Road Improvements Project Slx dltem Estimated Description Unit Unit Cost Item Cost Number Quantity 210-0101 1 Reset Gate I EA 210-01730 Reset P:ushall Flume I EA 210-02900 Relay Riprap 880 CY 210-04000 Adjust Water Vault I EA 210-04010 Adjust Manhole 3 EA 210-04015 Mollify Manhole (Sta 18+71) 1 EA 210-04050 Adjust Valve Box 3 EA 212-00005 Native Seeding 1.96 ACRE 304-04000 Aggregate Base Course (Class 6) (4" Depth) - Driveways and 2' Wide Shoulder' 88 TON 304-06000 Aggregate Base Course (Class 6) (6" Depth) 11354 TON 307-00075 Fly Ash 2196 TON Rev10/20/07 Section 00300 Page 4 W. Harmony Road Improvement Project Project Special 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 Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority having jurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices. ❑ Section 630 of the specifications. ❑ Revision of Sections 100, 104, and 108 of these Project Specifications. ❑ Standard Plan S-63 0-1, Traffic Controls for Highway Construction, Case 11 and 18, and Standard Plan S-630-2. Signing and Striping Plans Special Traffic Control Plan requirements for this project are as follows: A. The City of Fort Collins Traffic Operations crews will provide all construction traffic control for the project. The Contractor shall coordinate all construction phasing and construction traffic control requests with the City crews. This project will be constructed in conjunction with the Harmony Road Improvements Project. All work related to coordinating traffic operations with the adjoining project must be approved by the City Traffic Engineer. Submittals for major project phases shall be made at least three weeks before implementation of any element of the plan. Adjustments to the approved plan may be required by the Owner based on actual traffic operation. B. No work interfering with traffic flow on Shields Street shall be permitted during the hours of 7:00 AM to 8:30 AM or from 3:30 PM to 5:30 PM unless authorized in writing by the Traffic Engineer. C. Road closures will follow the phasing plan provided in the construction documents and plans. D. The Contractor shall maintain pedestrian and bicycle movements through the project site and the surrounding trails. The Traffic Control plan shall address the method of handling these movements. E. The Contractor shall, at all times, provide for emergency vehicle access into and through the construction site. F. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. G. Keep fire hydrants and water control valves free from obstruction and available for use at all times. H. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. 78 W. Harmony Road Improvement Project Project Special Provisions TRAFFIC CONTROL PLAN — GENERAL I. Provide and maintain continual temporary access for businesses and residences. J. 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 or portions thereof as may be agreed upon between Contractor and Owner and all authorities having jurisdiction over any properties involved. K. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless directed. L. The Contractor shall coordinate Traffic Control activities with the City of Fort Collins Traffic Engineering and Electric Departments to assure that work activities by those departments are coordinated with the Contractor's activities. At the least 48 hours notice is required. M. The Contractor shall maintain 12'lanes throughout the project. N. The Contractor shall provide a flagger for equipment, trucks, or other pertinent construction equipment entering or leaving the construction area into traffic at all times. 79 W. Harmony Road Improvement Project Project Special Provisions UTILITIES The following Utilities are known to be within the project limits: Utility/Agency Contact Phone Sanitary Sewer — City of Fort Collins Roger Buffington (970) 221-6854 Water — City of Fort Collins Roger Buffington (970) 221-6854 Fort Collins — Loveland Water District Terry Farrill (970)226-3104 (Water and Sewer) Storm Water — City of Fort Collins Glen Schlueter (970) 224-6065 Electric — City of Fort Collins Doug Martine (970) 224-6152 Forester — City of Fort Collins Ralph Zentz (970) 221-6302 Lighting - City of Fort Collins Janet McTague (970) 221-6700 Telephone - Qwest Bill Johnson (970) 377-6451 Electric — Poudre Valley REA Matt Organ (970)229-5311 Gas — Xcel Len Hildebrand (970)225-7848 Cable — Comcast Don Kapperman (970)567-0245 Traffic Operations — City of Fort Collins Ward Stanford (970) 221-6820 Pleasant Valley & Lake Canal Co Ed Wendel (970)226-4795 The work described in these plans and specifications will require full coordination between the Contractor and the Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, 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 to their facilities by the contractor's forces, so that each utility company can coordinate their inspections for final acceptance with the Engineer. Provide written notice to each utility company, with a copy to the Engineer, prior to any work by a utility company that is to be coordinated with project construction. A minimum of three (3) calendar weeks of prior notice is required. Contractor to obtain necessary permits form the City and utility companies prior to starting construction activities. If needed, or as directed by the Engineer, the Contractor shall provide traffic control for any utility work to be coordinated with the project's construction, in accordance with an approved Method of Handling Traffic (MHT). 80 W. Harmony Road Improvement Project Project Special Provisions UTILITIES The Contractor shall coordinate with the City of Fort Collins Water, when resetting valves, CP test station, and adjustment of manhole. The Contractor shall coordinate with the Fort Collins — Loveland Water District, when resetting valves, CP test station, and adjustment of manhole. The Contractor shall also coordinate with the City of Fort Collins Traffic Department regarding the protection and adjustment of traffic signal equipment. The following utility work shall be performed by the Utility Company or their agents: Telephone — Qwest: Relocating and resetting pedestals and manholes Cable — Comcast: Relocating and resetting pedestals and manholes Lighting — City of Fort Collins: Relocate existing streetlights Electric — City of Fort Collins: Relocate power poles, reset transformers, adjust manholes, and relocate boxes Electric — Poudre Valley REA: Relocate overhead power poles Gas — Xcel: Relocate gas line and markers Traffic Operations — City of Fort Collins: Resetting of traffic control boxes and signal relocations General The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements"), when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least three (3) business days prior to commencing such operations. Contact the Utility Notification Center of Colorado (UNCC) to have locations of UNCC-registered lines marked by member companies. Call 1-800-922-1987 for locate requests outside the Denver Metro area. All other underground facilities shall be located by contacting the respective company. Utility service laterals shall also be located prior to beginning excavation or grading. The locations of utility facilities, as shown on the plans and profile sheets and described herein, were obtained from the best available information. All costs incidental to the foregoing requirements will not be paid for separately, but shall be included in the work. 81 CONSTRUCTION PLANS FOR W. HARMONY ROAD IMPROVEMENTS FROM APPROX. 500` EAST OF STARFLOWER DRIVE TO APPROX. 50` EAST OF SHIELDS STREET AND FROM APPROX. 50` WEST OF SHIELDS STREET TO SENECA STREET FORT COLLINS, COLORADO ABBREVIATION LIST AD ALD [48EA4EAIENTENCE HoIC ANY AIR VALVE ESTR CURVwTUR[O DO LIVE -1 IRIA-RI <� CEIT-L"" PRC C11 COroiNToiR vEwEEt vANRE EO METAL PIPEPT PoI WINYL CNLORIDUR DE wOEEAeEM.— E EL Ee EP—A1RC «road. CoNCRETE PIPE FE# [ D CECRON EWER FIL —LINE ROLE OP OF i0=—ON LP. Low PoFirt�. Bow aonoM ovwALL FTwuc[Ncr LEGEND Qwelvw w.xx,x[61 n[x�wx DQ wsnxcu Arcx�A[,c a —a___ [+R�wnw+uxcnweecuncn O " ou.wn.row�r D�enxRorc�ox�x�o.x[[ ���wamna x�[xxe.WnRrr[. 0 ocaxcxo�. �Assr� rwwamxuucex,nn �-Fm� wowcmxuvcw.mw •, Arow[.ncna. c...n DECEMBER 2008 WTROUTMAN PARKWAY ixW W W z WAKE O W O 4 K C �RKB FF Z W > a R� ROBIN IW O IL OR veT/NG a W F LANE :ROBIN F� m F �j EC, =w AKE N yYPKA O WEOANE U K HARMONYROAD W >- W OW W U< J O ¢ 2W U� Z W�yUjD p Z W C > K C YO yD W. PpA H R of 2 U U ENTRANCE W O w = = U m ASHFORO COURT CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION VICINITY MAP APPROX. 1"=800' BENCHMARKS: BENCHMARKI: CITY OF FORT COLLI NS BM# 1694, NORTHEAST CORNER OF THE INTERSECTION OF WEST HARMONY ROAD AND SOUTH SHIELDS STREET ON A CONCRETE TRAFFIC SIGNAL BASE. ELEV=5O84.52 (NGVD 2929 UNADJUSTED) BENCHMARK 2: 3.Y. "ALUMINUM CAP IN MONUMENT BOX. STAMPED PIS 5028. ELEV=5083.09 (NGVD 2929 UNADJUSTED) INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 10 TNwORKOUAl— OFOUAMInM ��Nc N.ERCROUN SS x2A NSALCOONiaoL iuNLm LOCwTEe ADINCPuw4 ao ILE a[ TIAFFIOCEIGwwLIFuN�x CONTACTS: CITY OF FORT COLLINS '0.0 EN xxlawex Rv ROORIpUEU EYaOBOD Exr. 1 Io OOBAUAIRAUL PAETEC COMMUNICATONR IM<LEO.) BID SET JANUARY 2009 CALL UPLI TY NOTIFICATION CENTER OF COLORADO 811 C&L 2-WU5NES 0— IN ADVANCE BEFORE Y Ow. TFADE. OR EECAVATE Ny:Hewena Rev=EDU EFINA CIRo uIN.-ON. OR E NA -. OF ... ERrnwND I ACCORDANCE— ALL APPLICABLE CM OF FORT YEUBER UBUTEa. r... ro arum COLLINS AND STATE OF COLORADO STANDARDS AND e LiI FORTNE ACCURACY- ANDAOF Au DESIGN, I.O.I AND RECORD coaD.Ioas--I MAYS NOTE. ONT...E PLAN.. 9 D BY: DRAVM BY: ciEyof �oL � aoL W. HARMONY ROAD IMPROVEMENTS Forte `-t` C�In ID", 4 ^R—�-�I COVER SHEET 1 OF. 6 GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN ME LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS, WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND NE SPECIFICATIONS. OR ANY APPLICABLE STANDARDS, ME MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY ME CITY OF FORT COLLINS. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO ME LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE, 3. A SANITARY SEWER. STORM SEWER, AND WATER LINE CONSTRUCTION. AS WELL AS POWER AND OMER "DRY UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS, 4. ME TYPE. SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE MEN SHOWN ON THE DRAWINGS. IT SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG ME ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. ME CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES, 5, ME CONTRACTOR SHALL CONTACT ME UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OMER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE.UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING, IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO COORDINATE THE RELOCATION OF ALL EXISTING UTILITIES MAT CONFLICT VAN ME PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 6. ME CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WIN ME APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 2. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REWIRED. ME CONTRACTOR SHALL COORDINATE VAN ME ENGINEER TO MODIFY ME DESIGN, DESIGN MODWICATION(S) MUST BE APPROVED BY ME CITY OF FORT COLLINS PRIOR TO BEGINNING CONSTRUCTION. B. ME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WIN ALL UTILITY COMPANIES INVOLVED. TO ASSURE NAT ME WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WIN A MINIMUM DISRUPTION OF SERVICE. ME CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS ME UnUTY COMPANIES. 9. NO WORK MAY COMMENCE WININ ANY PUBUC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL ME CONTRACTOR NOTIFIES ME UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT ME DISCRETION OF ME WATER UnUTY PROVIDER, A PRE -CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WDRK. _ 10. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS, IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF ME WATER LINES AND DRY UTILITIES. 11. ME MINIMUM COVER OVER WATER LINES IS 5 FEET AND ME MAXIMUM COVER IS 6 FEET UNLESS OTHERWISE NOTED IN ME PLANS AND APPROVED BY THE WATER UTILITY. 12. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL. IRRIGATION DITCH OR ANY WATERS OF ME UNITED STATES. 13. THE CONTRACTOR SHALL COMPLY WIN ALL TERMS AND CONDITIONS OF ME COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH. WATER QUALITY CONTROL DIVISION, (303) 692-3590), ME STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN, 14. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-DF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED FROM LARIMER COUNTY. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONS TRUCnO. ME CONTRACTOR SHALL NOTIFY ME CITY OF FORT COLLINS ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND ME CITY OF FORT COLUNS EROSON CONTROL INSPECTOR (FORT COLLINS - 221-6200) AT LEAST 2 WORKING DAYS PRIOR TO ME START OF ANY EARN DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. 16. PRIOR TO ME COMMENCEMENT OF ANY CONSTRUCTION, ME CONTRACTOR SHALL CONTACT ME LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. IT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO. EXCAVATION, TRENCHING. SHORING. TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBUCATION 2226, EXCAVATING AND TRENCHING. 18, PRIOR TO ME COMMENCEMENT OF ANY CONSTRUCTION NAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, ME CONTRACTOR SHALL CONTACT ME CITY OF FORT COLUNS TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE ME SIGN AT NO COST TO ME CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES ME TRAFFIC SIGN MEN ME CONTRACTOR HILL BE CHARGED FOR ME LABOR, MATERIALS AND EQUIPMENT TO REINSTALL ME SIGN AS NEEDED. 19. THE CONTRACTOR IS RESPON98LE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR ME COMPLETION OF ME INTENDED IMPROVEMENTS, SHOWN ON MESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED. UNLESS SPECIFICALLY NOTED OTHERWISE. 20. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT ME DESIGNER FOR CLARIFICATION, AND ANNOTATE ME DIMENSION ON ME AS -BUILT RECORD DRAWINGS, 21. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES. ONE (1) SIGNED COPY OF ME APPROVED PLANS, ONE (1) COPY OF ME APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR ME JOB. 22. IF, DURING ME CONSRUCTION PROCESS. CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN ME PLANS OR SPECIFICATIONS, ME CONTRACTOR SHALL CONTACT ME DESIGNER AND ME CITY OF FORT COLLINS ENGINEER IMMEDIATELY. 2}, ME CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON ME CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF FORT COLLIN'S INSPECTOR AT ALL TIMES, UPON COMPLETION OF ME WORK, ME CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE CITY OF FORT COLLINS ENGINEER. 24. ME LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR ME PROJECT AS.WELL AS THE BASIS OF BEARINGS ARE AS FOLLOWS: BENCHMARK 1: CITY OF FORT COLLINS BMY 16-94, NORTHEAST CORNER OF THE INTERSECTION OF WEST HARMONY ROAD AND SCUM SHIELDS STREET ON A CONCRETE MAFFIC SIGNAL BASE. ELEV=5084.52 (NGVD 2929 UNADJUSTED) BENCHMARK 2: 3-14/' ALUMINUM CAP IN MONUMENT BOX. STAMPED PLS 5028. ELEV-5083.09 (NGVD 2929 UNADJUSTED) 25. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED, CITY OF FORT COLLINS, COLORADO City Of FortC011inS ENGINEERING DIVISION ll� GENERAL NOTES (CONT.) 26. EXISTING CURB. CUTTER AND SIDEWALK, AS WELL AS EXISTING FENCES. TREES. STREETS, LANDSCAPING. STRUCTURES. AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF MIS PROJECT. SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS. PRIOR TO ME ACCEPTANCE OF COMPLETED IMPROVEMENTS. 27. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, ME STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER MAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY ME CITY OF FORT COLLINS CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WN ME CITY OF FORT COLLINS STREET REPAIR STANDARDS. ME FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO ME EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE MAN ONE CUT IS MADE. AN OVERLAY OF. ME ENTIRE STREET WON. INCLUDING THE PATCHED AREA, MAY BE REWIRED. ME DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY ME CITY OF FORT COLLINS ENGINEER AND/OR ME CITY OF FORT COLLINS INSPECTOR AT ME TIME THE CUTS ARE MADE. 28, UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, MAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS, 29. AFTER ACCEPTANCE BY THE CITY OF FORT COLLINS. PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM ME DATE OF ACCEPTANCE. 30. A PAVEMENT MIX DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO ME JOB MIX ENGINEER FOR APPROVAL. PRIOR TO PLACEMENT OF ANY ASPHALT. 31, WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, ME EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM ME EXISTING EDGE. TO CREATE A CLEAN CONSTRUCTION JOINT. ME CONTRACTOR SHALL BE REWIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WELL CUTS SHALL NOT BE ALLOWED. MERE SHALL BE NO SEPARATE PAYMENT FOR SAWCUTTING. 32. VALVE BOXES AND MANHDLES ARE TO BE BROUGHT UP TO GRADE AT ME TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. - 33. A WATER TRUCK SHALL BE KEPT ON -SITE AT ALL TIMES DURING EARTHWORK ACTIVITIES FOR DUST ABATEMENT. 34. TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY -DISTURBED AREAS ARE SUFFICIENTLY STABIUZED IN ME OPINION OF THE CITY EROSION CONTROL INSPECTOR, TO MINIMIZE EROSION POTENTIAL. 35. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME CLEAN-UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OMER PUBLIC FACILITIES, 36. ME FOLLOWING SHALL DESIGNATE LIMITS OF TOPSOIL: TOPSOIL - DENOTES AREAS FROM THE BACK OF WALK TO ME TOE OF SLOPE OR DISTURBED AREA BEHIND BACK OF WALK. TOPSOIL SPECIAL (MEDIAN AND PARKWAY AREAS) - DENOTES AREAS BETWEEN ME CURB AND WALK (3- DEPM) AND ME MEDIAN PLANTERS (APPROXIMATELY 48- DEEP) 32. ME TYPE OF COMPACTION FOR NIS PROJECT SHALL BE ASHTO T99 38. FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS. THE FOLLOWING RATES OF APPLICATION WERE USED: TACK COAT EMULSIFIED ASPHALT AT 0.10 GAL/SO YD (DILUTED) (SLOW SETTING) 81 TUMINOUS PAVEMENT AT 110 LBS/50 YD/1 INCH AGGREGATE BASE COURSE AT 110 LEIS/SO YU/1 INCH 39. SHOULDER DROP OFFS WALL BE GRADED TO A SLOPE OF 3:1 OR GREATER OVERNIGHT. TREE PROTECTION NOTES: I. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES. 3. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE. BACKALL BEFORE THE ROOTS HAVE A CHANCE TO ORY OUT AND WATER THE TREE IMMEDIATELY. 5. PRIOR TO CONSTRUCTION. ALL PROTECTED TREES SHALL HAVE ORANGE PROTECTION BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1' X I' OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES. NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE HALF (1/2) OF THE DRIP LINE, WHICH EVER IS GREATER. WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS. FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S 'MEDIUM PRUNE STANDARDS, 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR -INCH DEPTH UNLESS A QUALIFIED AR80RIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 8. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PANTS. OILS. SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF, TREES. 9. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE W. HARMONY ROAD IMPROVEMENTS 2 GENERAL NOTES a61 No Text No Text No Text TABULATION OF STORM DRAIN SYSTEM mmrc:aTUl�:itl//__ CIA RUN i It) STATION AND OFFSET DSTANCES ARE TO THE aE R OF KLE STRUCNRE. ,(� RIM ELEVATIONS AND OFFSElC—J-BE VERIFIEDPRgRTOLONSTRUG1gN. j (]) ALL EJTiIVATpN. BEOOING. BACKFILL, COMPACKONS, .qWT ENCASEMEMS AND OTHER WCOEMAL REMS REDUIRED TD WSTALL WLE15, MANHOLES. PPE, ENO SEG1gNS AND RPRAP SHALL BE INCLUDED IN THE LOST OF ME REM. (a) THE STAigN POW1 FOR THE 111E E END SECTgNS ARE TO ME MOPOM OF IME MULKPLE END BECKONS. ' I(6) b V MP LENGTH INLLUOES END SECTI , (e) }t5'RCP LENGTH WClUDES ENDSECRONS. � I(7) THE STATON POWT FOR Id T TYPE R W A SUMP OONDRION G GNEN TO THE MIDPOINT OF THE STRUC , THE OFFSET M GNEN TO THE LURS FLOW LWE. AND THE RWI IS GNEN TO THE TOP OF CURB. CITY OF FORT COLLINS, COLORADO _ ENGINEERING DIVISION W. HARMONY ROAD IMPROVEMENTS S' TABULATION OF STORM SEWER AND PIPE 1 61 Project: Harmony Road Improvements Project Spec/Item Estimated Description Unit Unit Cost Item Cost Number Quantity 307-00250 Processing Fly Ash Treated Suberade (12" Depth) 36606 SY 403-32821 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) (6" Depth) 6417 TON 403-32821 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) (7" Depth) 4358 TON 403-33851 Hot Mix Asphalt (Grading S) (100) (PG 64-28) (2" Depth) 4835 TON 412-00600 Concrete Pavement (6 Inch) 17 SY 412-01050 Concrete Pavement (10.5 Inch) 2654 SY 4 12-0 1061 Concrete Pavement (10.5 Inch) - Fast Track (24 Hour) 50 SY 412-01 100 Concrete Pavenx nt (I I Inch) 303 SY 506-00212 Riprap (12 Inch) 86 CY 603-01 155 15 Inch Reinforced Concrete Pipe (Complete In Place) 247 LF Rev 10/20/07 Section 00300 Page 5 r �I ARAPAHOE FARM m E > TOWNHOMES JJY// 2 P.U.D. Z p Y- • REGENCY PARK -- I Z g I U FORT COLLINHARMONY SECONDU.D. SECOND FILING W I = AND HARMONY P.U.D. I 0 2 I W I PINEVIEW P.U.D. - c w U 0 PHASE II 1 It - ���`--- R------- W �--"--� HARMONYROAD a I 11 W f HARMONY RIDGE P.U.D. C ¢ Y a Y C THE INTERNATIONALF Q- __ al W CHURCHOFTHE THE RIDGE P.U.D. pE THE RIDGE P.U.D. p THE RIDGE P.U.D. BUTLER U FOUR SQUARE GOSPEL W O y U Y O I LL w O I I —LE. I l oo U U K I W W W I > THE WOODLANDS p m Q14 CO NDOMINIUMSP.U.D. W 93 I W III" I I JO i THE WOODLANDS PINEVIEWP.U.D. 0 di I I' LL FILING PHASEII W W _________________________ J _ _ _ U HARMONY ROAD .s. m.m se.m "rw u.m ro.m > f ------------ WESTBURY P. U.D. BROPMY I ILL�.Q ISTFILING I I II K COVENTRY SUBDIVISION FILING FRONT RANGE FZ COMMUNITYCOLLEGE W atvof s """ "` W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO F JUL JDL ENGINEERING DIVISION ,`�rt` C�� � " a I EXPLORATORY BORING LOG LOCATIONS I ° r'=loo' Iz Is oa 61 No Text LEGEND F. E%ISPNO UPLI1Y EL: 91.9 E%16PNG GROUND ELEVATION T-<.3-87.6 TOP OF UPLITY-(OEPTH)-(ELEVAPDN) 8-a.8=87.1 BOTTOM OF UTILITY-(DEPTH)-(ELEVATON) 1 CITY OF FORT COLLINS, COLORADO aty of Forrtt Collins ENGINEERING DIVISION /—S;_ . _ 1 1-0 W. HARMONY ROAD IMPROVEMENTS 9' EXISTING UNDERGROUND UTILITY LOCATES OF 61 Y it w w I I 3 w 1 .11 I' j>- i THE WOODLANDS LL Ca FILING 5 r: d l — W ____a -- -`_.:L. .•. HARMONY ------------_ 2 _ J �ROAD-.- U d r w FRONT RANGE COMMUNRY COLLEGE UZ u I W CITY OF FORT COLLINS, COLORADO cey I Fort Collins _ ENGINEERING DIVISION LEGEND Tp EXISTING UTILITY EL: 91.9 EXISTING GROUND ELEVATION TOP OF UTILITY-(DEPTH)=(ELEVATION) BOTTOM OE UTILITY-(OEPTN)-(ELEVATION) DATUM ELEVATION 5000 - STA 23+50 STA 33+50 51W - STA 33+50 TO 67a00 W. HARMONY ROAD IMPROVEMENTS .10 EXISTING UNDERGROUND UTILITY LOCATES I 61 0 N RAPAHOE FARM TOWNHOMES P.U.D. 9 I/X CpivFR J. 16N, R9 \ P -D 3-II N A MDVUMENT BOX, STAMPED P NO N 0]896.63 Olv-\ )ROq R — 0 -E�� m«— �--- R R HARMONY RIDGE P.U.D.. THE INTERNATIONALe OpX(rNpi W CNURCNOFTNE THE RIDGE P.U. Y O FOUR SOUAREGOSPEL I O o I I PC,'s, NM CORNER SEC 3. 6N R69W POIMD J-I/' -- A CM MONUNENI BOX, PINEVIEW P.U.D. wSTXMPEN PLS ]038 PHASE II--- E Iepe9�.s: W � � 7 4 I BROPHY iISIIII WESTBURY P.U.D. I IS Si FILING I LARKBOROUGH P.U.D. THEW ODLANDS CartNER YCDW 3 16N R69w FILING 5 EDUND J-I/.- 11 Ul 11 11 "IT BOX, ST.6MPED MS 6038 W -- -- N IO]89197 E1930BB.3]_ f Q COVENTRY SUBDIVISION COVENTRY SUBDIVISION FILING D KD FILING 2 Z_ D. YF W I I uZ o►� I REGENCYPARK I ZQ ULA OLLI 14SSECOND j SECOND FILING U uZ WARMONY P.U.D. PINEVIEW P.U.D. w U W Q. PHASE 11 W --- HARMONYROAD --_ --- _-- J ]R IT" I" W IIT_ f O p THE RIDGE P.U.D. p THE RIDGE P.U.D. tlUTLER Z a y u I s u u m THE w000LANDs G a o sc .LE I I � CONDOMINIUMSP.U.D. C I 3 4 K Q THEW ODLANDS FLING 5 --- --- --- A HARMONY ROAD-- --- --- 'A7__ 1- R U U cl a'Z I I FRONT RANGE IWSnXtonr. r COVENTRY SUBDIVISION FILING 2 COMMUNITY COLLEGE i W CITY OF FORT COLLINS, COLORADO Fort Collins ENGINEERING DIVISION W. HARMONY ROAD IMPROVEMENTS It HORIZONTAL CONTROL PLAN g : Ro. rol NA 1 _ Ero,4p•xR En 6'i fi E. Ix exE e. B E -� P•A .. Cs CtC (s A - AS -WAIL �! CK E 9 [vKN ./ Eo wew•DE HARMONY ROAD TYPICAL SECTION # I (STA 16+00 To STA 19+50) STA 19+50 To STA 20+30 TRANSITION TO HARMONY ROAD TYPICAL SECTION 02 'e RD. xD l ro'i R-R e• DE. u ------6'D_T" n•CLT' nxyuT -ncT"' ICAC ED----- HARMONY ROAD TYPICAL SECTION #2 (STA 20+30 TO STA 23+60) STA 23+60 To STA 24+30 TRANSITION TO HARMONY ROAD TYPICAL SECTION #3 z 6 t .ux AwrtD - 12 mAVCt m P•x AwEs I-1 A4L}12 f1.MAw[s�l I vAR¢s I I I I • - e CwPACRO R6w•OE/J I L 6' PA.Cu(xT YCTw (rro.) nPE z (YC11w r) CN (s¢ NOR 1) HARMONY ROAD TYPICAL SECTION #3 (STA 24+30 To STA 25+7S) STA 25+75 TO STA 26+55 TRANSITION TO HARMONY ROAD TYPICAL SECTION 04 P•R Ar12'] 11. I— 2iEl mAHI ft 2 1— A2,ELI(L NRI e ; _ 1 M2. r fi COP.x•oe x6' r...-T c i TwE z (Ycuw Tel i fi' PAY T YCRw (m. TroE z fs[cnw mI) uc NaR 1 (sE[ NOR 1) HARMONY ROAD TYPICAL SECTION #4 6 1 (26+55 To 28+ 19) STA 28+ 19 To STA 29+79 TRANSITION TO HARMONY ROAD TYPICAL SECTION #5 La' SwE rc .O[ P[REwATFO OANDERDR.w z (Yn1w w) cac 1 n,wxx Alx� zs - T�Cn2ACxw. KT[o axww•De CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Y Ix Pv�iR�F6v Ax p ' R vEL v� (2• ro pxE�; nEt� i TINRx�w YL;•; 16 � K ? J I :0 wOwADE 26 P.-.C.T YCTgv (Tw.l i 2 (Ytnw wl CNC 26' PAVEUExT Ycnw TnE : (Ycnw re) cxc fY[ xoR 11 (Y[ xoR 1) HARMONY ROAD TYPICAL SECTION #5 (29+79 TO 31 +40) STA 31 +40 TO STA 32+40 TRANSITION TO HARMONY ROAD TYPICAL SECTION #6 HARMONY ROAD TYPICAL SECTION #6 . (32+40 To 33+90) STA 33+90 TO STA 34+70 TRANSITION TO HARMONY ROAD TYPICAL SECTION 07 g s [E-A. CTT ca LTw[e• cPIC- -ADE 2 (Ycnw pie) uD NOTE. 1. wE 26' PAVEMENT 2' NUA MC— — C—ST w NE FCL—N6'. wAll s (IW) (PC 61-2e) 6' Nua ' ABC OT—C SC (I. (PC 56-20)(2-J' URS) 6) 112PLY (CLASS ASN TREAED wBCRQE 2. ENE 27' PAVEMENT YCT- $MALL CONYSr DE - POLLO- 2' xUA w G S (I00) (PC 61-28) 7' NUA 6• Aec MA C w (IM) (PC se-2e)(2-J 5' UER) (cuss 6) e' pxE 1 ' 2 mATlAlEi uEgAN —v is 2M-2�eP [ 90E.•lx . 12 FLY ASN IRE•RD wBw•DE x ` rNE x2.s' ca+wER Ycnw sNAu cwvsr a rNE CLL M-2S 4.A­]—.A- 10.6 PwNANO CE.— --M (CLASS P) rr _ — — P — 13' FLY ASN TREATED wewADE v SAD[/ 2 (YCIIbI 1 .. NE CDUPACFED wewADE xEEK0 BENEAN PAV K TS CAN xe P•HUEx Ytnw (m .) Y C nw (Tn.) �CfiC ` ) Tw(2 i"— w) . PERCENT PAS-G ME 6-w[N SEVE. RACED w 6-ww W—UU LOOSE LIFT$ AT 2 PERCENT BELO. D 2 PERCENT ABOVE wn.um RE — T — CDUPACTED TO AT LEAST 95 PERCENT Cf HARMONY ROAD TYPICAL SECTION #7 sTTA2mARD PROCTCR UA— DRY —TY (ASN Dfi90). (34+70 TO 36+70) a cP•�¢o wewADE STA 36+70 TO STA 36+90 TRANSITION TO HARMONY ROAD TYPICAL SECTION #8 J CIT 8 o.vAR I i Izoi V & i—ARIES 28 •J' R-E0A � —( K6i ID' - J2' R-tt TA—L ____ - w0U1DE,I 1 2[�Ey__3un�ViES —pxE xMx�wv �2 _ 2R_T.SR A,NRE�•;N wB ll/ PAVEMExi YCTgN (rn.) fi' CwPACTEO wAOE TIPE 2 CP.uB) CYC J ) (SEL NOTE 1) — 2 (YCnw fiB) C. A.0 P-1 6) M A—1 wl OrtTro 1 HARMONY ROAD TYPICAL SECTION #8 (36+90 TO 37+53) STA 37+53 TO STA 39+ 13 - TRANSITION TO HARMONY ROAD TYPICAL SECTION 09C. rEyO£ s APPROVED BY: W. HARMONY ROAD IMPROVEMENTS ,;r rt Colons A JDL I A JOL � B.— N/A I A19/IS/OA I TYPICAL SECTIONS 12 DE s? +1I ��IIIv— s 2a5 .�3 NNRE "J NN , rP[ i (ffC,1p1 i01 TYPE (6 c11w e01 uc ABc P..55 0 vveE2 ]3'@]6' FL-R i0r1 (rm,l `4' CO x;CrtO fueGADE R F1f, SEcr irPE 1 (ff<nM HARMONY ROAD TYPICAL SECTION #9 (39+ 13 TO 39+60) 3 weES 110 3 130 E E. S'A SiOfu.l.• v.Ras vA1ivt: —vAR25 15 e) ES- 30'A C. PMXx.r— SxpRDFA KL 3 z v RRS I EOKA (irn.J - NMC 59E J NNRE' (,.v.) 3 (sscm01 AR) cec ISO xort IIr 5E �OY06' 90Ex.1[ ,R.x9,.Y12 ro E.15nMG !' SCEu.Ot 3e' PA T ffC,10x (, PROPOSED 6' —1-1 TRII qNS TO E-0 30' PM.x.Y (ME xo,1 II HARMONY ROAD TYPICAL SECTION # 10 (39+60 To 40+60) STA 40+60 TO STA 41 +50 TRANSITION TO HARMONY ROAD TYPICAL SECTION # 1 1 1zo': Ro+ v.Ras : L-n [. ![ vocxuX g RuoaNsrv°cnaN 1L.Ras ze'ro3' vL-[o. I,yy 'sNDu;DKmL�axE —runs--v"1 IJ .RD N[hw II3—.3s K BXE 3r. avuxx.r z-- v.luN.. m12 FL M1 — .x — 3 Sz m.Ki e — .3-Sx SCDOK.3('w.> I @�X 61 visas m:.a DVIE +s_ vise Ij TYPE 3 ffc,1w uc e� _ - z'- I I I rx:>x r Nk ( N �rE,, SEC— (1.) 1. ME . PAKUEN, SECRW SNALL —ST Or ME FOl10wNL. 3a `] NNRF — 3 (6 crOr b) uc ( I) < z LE sar...r I +I .Bc (�� a :' "WA ERAD01L s (100) (PO 6.-x0) t'.cJ :r P.K c x 6" . ( A. se (1 W) (PG SB-xaHx-3" OFLS) nM (rm.) (SEC ie Y 1-1 lECnw (Tw.7 e' <OWA-D SUfiFA.Of x P.Kuw m. Irn.l Is¢ x6rt x) [` 1 (ss[ xorz J) I 6- ABC (A .55 6) TYPE 3 (SCc,1M me) C!G ` iQE XOrz 11HARMONY ROAD TYPICAL SECTION # 1 1 1x• nY A. MfA¢D suew.DE � (41 +50 To 42+83) x. ME n" P.KufuT sfcnw sNAu cwssr a r1a FauowNc. !' as n ) (P. 6.- ) HARMONY ROAD TYPICAL SECTION # 15 M 1 NUA GRADUIL S I 16 I 1 ;1 STA 42+83 TO STA 47+00 cRAmNc sc (1m)(vc se-zeHx-J.s'uFrs) � (58+SO To 58+75) — — J. v'Ra -_- TRANSITION TO HARMONY ROAD TYPICAL SECTION # 12 Q z �v.WiEros 36�'-.J' n_COA— E SNOULffF �3�-1.' 13 -1.— Nas .wC2 vvIRS uE NNRE TYPE - s_ __ / trPC i (XC,wN 10) uL (1E1= A.)r- 36' J .6(0..55 0) P.Kuw E 1NDrzI,m.) iu1) _ �,YPE 3 (ff<nD�-- LrYPF Le vDEN.w N/ L �ff<nDxe� °�ErzD w6w.DE 33.3' CoxCRErz (ME'OX 31 ,roC 3 ISEc,1w .01 uc (ffE xOrz `31r SEC ixc=X w/ HARMONY ROAD TYPICAL SECTION # 13 ouP.<rzo .—ADE (50+8S To 53+50) STA 53+50 TO STA 55+08 TRANSITION TO HARMONY ROAD TYPICAL SECTION # 14 5! El v.wEs Ira':-11YE Te -R vWas (]0.5' - PE..RxX1u.. 61 .3 —ix�3K`1x�A��KIv1.]5 () 3r, PAKuw, ffCMx (rrv.l 3Y PAKuw, fft,gx (m.l 0' CPmxAcrzP ARW (ME NOTE 3) I50[ Nort ]) ,vPf i (ffGnw e6) u4 0 .OE TYPE 2 (M— 10) -D HARMONY ROAD TYPICAL SECTION # 14 (55+08 TO 56+50) 12' RY ASH TREATED SOBORADE ]. ME 22.5" CONCRETE SECD01 51.ALL C019ST OF ME FOLLMBNL: a 31 05FD .-AP 10.5- PORTLAND MUENT CONCRETE (CLASS P) E� (57+g3 TO 58+75) 13 nY .SN HEATED ...-DE �. g 3_zEi:ssc,w-xBxII,w.—1 E — ($C xwrt �P.-. -.A�YP— .01 — E. :�..�.� fx P.Rxx.r o. v F 100'-10i I RUP 3 ff-F Nell VARES"° >3' R-R � 33'.1� 3RApE;rx __EFri1R--YP. YP_7 ,NA 2r N rt :)r sscnax (rYP.l 3r P.Kufxr ffcna (^^J e" SEE... •/ °POffD q1°"•P (ME xOrz i) e' CWP.IrzO 9N..OE I•wr HARMONY ROAD TYPICAL SECTION # 12 NOTE, ITSOR D PERCENT P.SBNO ME 6-INC x —. RACED W 6-NCN 11-1 LOOSE Li TS AT x STA 48+75 TO STA 50+85 PERMN, BELDw iO 3 PER IT A OP-11 —TORE C"N , .ND CO1 ACTED rO AT LEAST 95 PERCENT OF STANDARD PROCTOR IA, UUI. SEE HARMONY AND SHIELDS INTERSECTION PLANS DRY DwsrY (ASN D69R). DATE City of SCIED 0r: CITY OF FORT COLLINS, COLORADO Fort Collins °` SCA E: ENGINEERING DIVISION •`��- N/n TYPE 3 (ffCROrI vB) C6G E L O< n01 • EECv.mxOr Cx.w HARMONY ROAD TYPICAL SECTION # 16 (58+75 TO 61 +25) STA 61 +25 TO STA 62+ 15 TRANSITION TO HARMONY ROAD TYPICAL SECTION # 17 r..nnlNwel W. HARMONY ROAD IMPROVEMENTS 13 TYPICAL SECTIONS ° I ROv SIOEr.Ix —fit. R_R� 90Eev.0 T,a:VELT=.�z e'rm+vrcrm vewntE r- P.W Cnov Irn.l 6. vrcN x 1 r 2 (s6cnoN re) c (SEE .DTEr 2, sE rwE caMP crto sueaADE 27PA ENT SECn (TI.I (S.E NOTE 2) HARMONY ROAD TYPICAL SECTION # 17 (62+ 15 To 63+42) - STA 63+42 TO STA 65+06 TRANSITION TO HARMONY ROAD TYPICAL SECTION # 18 g v.mEs Ia'-no' �"�" I -n sc6vxALx St i�Rxv. WL 12 4 .RxvAY P9.�9 2r T C[r [r n PAAFMEx a (T».) ISEEPxoT[ 2)r sEcnw fTm.l a' t0 $- J r (4E xOTF x) TYPE 2 (SECTIONrB) CyOa—xrtMBf HARMONY ROAD TYPICAL SECTION # 18 (65+06 TO 66+90) WX I. ME 2.' PA 2' "A W NG S (IN) (PG 61-20) GRADNG sc (I.) (PG x-M)(- 'OPTS) V Aec (MASS e) 12' fLr ASN TREATED wBDNADE 2. ME 22' PAWMENT UCNIN S CON95T a ME f 0WG: x' NYA GRAgNL S (I.) (PG fix-28) >• NA .-NG u (I.) (PG sa-M)(2-5.5' uITS) a' ABc (OAss 6) 2' nY ASN mEATED w6cRAx `. ME CONCRETE SECKIN S CON56T Of ME Ou0Yw0: IDS' I -I AND CEMENT CWCISTE (ass P) Ir rtY A' -All wea.DE ME COYPACaD ...ADE NEEDED KNEAM PAW.ENTS CAN DE NOR IE ON-9TE W SMILM W-9TE WLS IN IN [RCENT 1AS9NL ME 6-v2CN SEW. PLAEED IN 8- WA..UM LOOSE UFM AT 2 PERCENT BELOW TO 2 PERCENT M W -MUM 'EIS TIRE CONTExT AND COMPACTED W AT (FAST 95 PERCENT Ef STANDARD PROCTOR MA9wUW DRY DENSITY (ASN NW). Y ID' W. HARMONY ROAD IMPROVEMENTS 1 CITY OF FORT COLLINS, COLORADO °t °lf/ JDL JOL 14 �r� vO���ll l� DATE: CNECNED BY: a ENGINEERING DIVISION Lam! �N/A 112/15/08 IDA� _ I TYPICAL SECTIONS ( 61 ARAPAHOE FARM TOWNHOMES / / r •••a+ \\ P.U.D. .� I.xertcr . ,�\\an 1 [ Ir»1. AI ��'__ __- iron— r.onc :.'ai'' � /l 'a m�.... ^'••••..— _ .osrsnar. wc. m esr. w.nrr.n sx.0 ei .mvnm e. n T. —I.' A-. TO co K ,na.nw w i �ro Q rwr turns uwr a eo.cn ro mumx.rt ,00c.vox w ausnwr. Hole Ian) zir ,ems �r a ro.Lx. tw,.cr on v umr u[ rm.l►-»�,�a Yuefe: ma nw w wrsnw rwo[. .m . us --- _ ---- BErc,rarnm.1a 1.-1.t�Lart.srmmwe..rz --- - --- ).bw» ,�.�,C � - --- _. -�� a. w r..«:u�e)»•w,sr.o.n a,usnwr. rwxc leer) ui-nsr n HARMONY RIDGE P.U.D. I U �01/1 I Y li _ _ nxvs)im�an io r cELa.nw w .o.usno•r. s rs w.0 rrrwum er vm Ewwr. canr.tr aL¢ wwc. ro coww¢ L ' °"ni'•" c•�Tv �c c m ^o[. Isml ii>-rw _ YrPwan ..uQi ' O O voc ur)r�m�) THE INTERNATIONAL CHURCH cRwt'"•rz xELa.nw w .ousnuL rxaa: pro) ur syj—o n Hasa arw.nws cwr.cr ro urq srwwo = OF THE FOURSQUARE GOSPEL um� nr Ncpxvau.a_ U cwr.cr On w rwr xs Hunt Exc.rEuxc ro co0mx.rt ma.nw w a.rs r. sx ' rK nr x,u•rox�ryrnos •xrwXtrrnrM o�BE art,•r.rm a wE� �s uo n` r[in w wowwawant V E.--ILL OEPm nSPR.Ir RE.-ALrcarsmrcror u r• Wi m x ' • nn .—METT rSn.w r.r.0.,ps On a rwr tauxs E-1. CORCREIE 90fw RE.0— re. w urtox us anov.L ..o/w .nwr vo ue mA rtn srs�in o m e rtnrwm er aM,s Eoxr.cr rtn. nws (xvocm). cwucr re¢ EA51. rNEE ID BE REu0vE0 e.w.w m wnnurt ,Oa'veox w u.nrr[r.r. tun.[: Ini) aw-ems ® i RMEE„ BE PROrECIED (sE< 4 ` I REGENCY PARK REGENCY PARK ) F---�-l.v—) /"a1a.�� SECONDFILING CONDOMINIUMS i ZWrz��—�� FORTCOLLINS SECOND a,r. it .sin IcIyy Z ua �•[ AND HARMONY P.U.D. I I • n I �I LL'O I � ail r'.cn i'i .w iis,tµr I sr. r..n ra. ' •--��� r • x I i 14 sr ` . nm i•im.0 a,�» � s xs - nn • rocs u � TR¢ UA u�u � 1.1 —� m..mn .w.Orrr I ® c I-xart n1 _ I r I �Icv u�—:f w.i+slq lmwortir_ ----------- _ +_____ __��..___—�s,[,'Ranrm U so HARMONY ROAD----- —_ _'u� l m x 1 v) s[n rw a•c. r r r. �� •,��. lr ��---n7 j... _ itiw4— .� —� R4—r�—w<r oxaa — �- '°'arwillm xort r�l --- -------- w W DD n.PM1�.nr, uQ aIS;,� =aI'a II i iaimw I W wcw �O I THERIDGEP.U.D. o�.x ara I D. THE RIDGE P.U.D. W a rc f City o1-D Br: Danes r: RD,E r CITY OF FORT COLLINS, COLORADO Fort JDL I JDL ZU W. HARMONY ROAD IMPROVEMENTS 15 ENGINEERING DIVISION � as h` , _s ' I e,;,,s,I REMOVAL & RELOCATE PLAN J-------------1— Z LIMITS OF CONSTRUCTION 1 C—— I (SEE HARMONY/SHIELDS INTERSECTION IMPROVEMENTS PLANS FOR CONTINUATION) PINEVIEW P.U.D. I m 11 na PHASE II u.( — — — PINEVIEW P.U.D---- PHASE 11 Imo• _ ,J �� i • ..alx,. I ri.. e.wR (u nR`,i [. q. [� I mow- g., -•"rrw O�I [ma un u srt�wa.. .BUTLER. aT,.. WESTBURY P.U.D. IST FILING I eRq.rpv q gAlirxwr. exO,�R; (f]ulsa[x6 � xi a rtaax,m er ary o rMr Cauxs [ur . ro,Ew. cwr.cr Orr a rMr caws wnr . ro,[..R NAax.rt r. xtrto rt[[arn[ . re[e e¢tc.nws uo qusrxwrs 9uu a rtamep er ogsr. cwrcr V.[sr m .rt R . a quax[xr, nxa['. (pro) ]n-a.3, e [ e ♦ qJ]S mx r mR T. r r . r r0 enou w q.]smxr, a,oxl:s(]o[I .]]W`0 a rtaw.en Br aawtax xwrgex su,r cancr aauxc.w xwrx[w Srr. R R..aoq ro wna..R ,t grt0 4s mougr,s wO qusawK sx.0 a rtvwm u .m wwcr, co, r.cr xm w[q. ro awax.rt eaauro. p q,usrwr, a.urt: (eml ]]S-rue 1 eSu .wtur,ws .rc q.Rawrs s,w [[ wswrtR ar aunt wands twr.cr .uo srurom rt rabmn.rt evtt.na a qusrxwr. n,prt: nql c ro cmrdu¢ .nwnax a qus r. a, [: Ioml a]],, u»w� Br ary a q[, tnds a✓tt wdaaq [pr.cr ary a rdr cans a.mc MLL L .aN a u[x a .r n( x.py.r/Sra[OS wRRs[CRa ro[Z Req.m B. VBr VwEgn UYl4xr er ' a[ va[ Rnr[s d o y wM ea.c.ew Krte( rnq[[� [rt[SK�i[xr R m es wrUxm ar t�K.R RM[Kr rprr rugs wqR; (am) ]M-sra PxdO (wal ».�-OT[nws rt qus�xwR usu K -- n r.crtc ca.vq.nws fraiml ra,.[Kr [uR e.ww. m cao,o-urt e¢U.nw w wusrxwr. CITY OF FORT COLLINS, COLORADO Cnyor Fort Collins _ ENGINEERING DIVISION E[iST. NLL — •SPRKT RE.0— EXISr. --ETE %E.— REROV.L EXIST. MEE TO BE REMOVED EXIST. TREE TO BE PROTECTED ® (SEE ROTE ]) s EXIST. STIJW TO BE REROs£D --------------- x_i1EIIIIN€- ro a • I } I BROPHY W. HARMONY ROAD IMPROVEMENTS I16 REMOVAL & RELOCATE PLAN �61 Project: Harmony Road Improvements Project Spec/Item Estimated Description Unit Unit Cost Item Cost Number Quantity 603-01 185 18 Inch Reinforced Concrete Pipe (Complete In Place) 41 LF 603-01245 24 Inch Reinforced Concrete Pipe (Complete In Place) 767 LF 603-01305 30 Inch Reinforced Concrete Pipe (Complete In Place) 193 LF 603-05015 15 Inch Reinforced Concrete End Section 10 EA 603-05018 18 Inch Reinforced Concrete End Section I EA 603-05024 24 Inch Reinforced Concrete End Section 2 EA 603-05030 30 Inch Reinforced Concrete End Section I EA 604-00305 Inlet Type C (5 Foot) 604-19310 Inlet Type R L 15 (10 Foot) 604-30004 Manhole Slab Base- (4 Foot) 604-30005 Manhole Slab Base (5 Foot) 605-00004 4 Inch Nun -Perforated Pipe Underdrain I EA I E: 2 EA 2 EA 365 LF Rev10/20/07 Section 00300 Page 6 INTERSECTION IMPROVEMENTS PLANS FOR CONTINUATION) LARKS NEST PDP W �I ®` THEWOODLANDS < I [ O �II THE WOODLANDS J> ] THEW OODLANDS CONDOM INIUMSP.U.D. CONDOMINIUMS P.U.D. LOT I'1 G T:TRAC:TA i RG FILINGS ® ~, • • :, rs ows•/w�curvia rm lsl -- — — — — — — — — — - - — —— — — — — — — — — — — '� ,r � � • ��_ rAn ®® / �a s« »..ra ws .r rn sr. aa.or. n: ar a cw Irnti )� r rci. wnl (a wa rn 1]W ® • 1 r[ luwo.. woo vY i ua.a [. roc ryas I �• FRONT RANGE 1y1 COMMUNITY COLLEGE ED51. cu[E DER1R —.1 RNO— if Ew5[..eRxLL1 REx.9D 'I Z' rMER loll (er BmERS) Rs) & oeEFL.as (]le,]Je SE) (BY CDxlNccrW) —1. CDxEAE- 9DEwxlx RE..Y- . Eus1. TREE TO BE KE OAO THEW ODLANDS FILINGS ® TRACTA® ® nai. i..was nv cr lu_E a D. 14Q�� l /FRONT RANGE nn. n.a:pu.]Ixr � LL COMMUNTY COLLEGE n , w. onirsl(m r¢[]r~ r--_----_ _ _-------.--- COVENTRY SUBDIVISION FILING 2 COVENTRY FRONT RANGE COMMUNITY COLLEGE SUBDIVISIOSIO N FILING 2 r cwm x.R .w r RTr oxsrwcwr urn. x0 51. row sv]s • D.RRc.[os www S..l [niwc m¢i r0 eiv.w .'. Y lORCrm x..E BC wU0Ex1LL r0 mE E.R M.aR aCR..nWS 0r<A Ea Rma.nOxs a [[xai W RS r05R uulBO¢s w[ m0ragn R0. sxu[ a au0w0 ar n< bn a Tar cD.uxs w w.a, r.artc0w Tura sxui a wsrwlm .r n< bew.x<. LL]D wLL x0i BE RW Ea 5@.RxrElr. uO wx.R iRue :x r, nar<: (erol ]��reu wass ow[R.sE xmaW nw w r, nror[: Is]o) 1raS aDRx on w .car caws n.r K xn sx.0 eE rtwaxm er xm umc.. i�rsuu a rorcaR]m er rRw]rc ]o cacao+. ra.wrwr w wwsr.axr, CwnD... wac. ro <ooxwr.R xDOc.xbv w aa.nai color .um irxrao ro moRw..R oxba: lam)r»r0 uww� [xo<ww bnr cr r. rxw[. ]N-»n. .OLLfwwR sx.LL a wr♦aw.y er rM[.. cw].cr n,¢. ro cEUM1r.rt ega.nrr r • ro.cR R ma.nw a w.]sru[x], noe. 1»0) ]»arrcwn uwr • rO.Ex. awr.cr a x.W]rwr/9•D05 .xRRYCM] br. a Tar r.. n 0vn sx.0 ro ♦ .. 6 e[ r.0«xam ro .own artrerrm « r¢FS w0 n( wars w uxaww0.wbxc M rm� Br n< bry r< fa, asaws caxsw<na r. r Isro�l s]rnoc.rus .ro .0.]srrrrs s«.0 e[ _ m e. a.E». wrcr o.m] ro ccaRaxr.rt xba.mr w n�a.Rr sa aawEs a xrb: ro am nsmio�rart. u.wc am[ a E.'.:- .o»snR]rr, nrurt: (an) x]• .+o u,uswwn sx.ra e< ruxowm a. bar sr. owrur co.Wsr ro Cobo-•R eboW xw w : lir%ia-vae w .rb/aR �m.uxax a x< rnq:ir¢ snrw n ro e[ .[uwm e. oxaxs owr.or Rxx. r.awa. xa r. r x . a.oc..nw a .0ursrron. wox[: (xrl •s]yrsv n x.uwo. cwr.cr sue.wcra a ro•oxrm e. runt rxD% oho» w.-ene cw•Rnc.mrs (•va[a) wr.c, .es ewww ro CITY OF FORT COLLINS, COLORADO City of Fort Collins oEvcwEo er. .rw a♦: COL �DL o SC D. FNt^cr.C6 ENGINEERING DIVISION LARKBOROUGH P.U.D. . . . . . . . . . . W. HARMONY ROAD IMPROVEMENTS REMOVAL & RELOCATE PLAN C I I.I I I I •,Iu i I IL 17 a K d DRIVEWAYDEI`AIL'W' . City of F. CITY OF FORT COLLINS, COLORADO -JF - rt Collin JDL o ENGINEERING DIVISION I" , .. ='.. j.A'1 W. HARMONY ROAD IMPROVEMENTS ROADWAY PLAN I] REGENCYPARK SECOND FILING _ TRAM oA .r REGENCVPARK- CONDOMINIUMS. Ca4a--_aL ��d A =''ik pia - +�i —�— — .�..wom� A �� a T°"'.O1ms oo.wos<o. Z .rr..,. <K +j_ _ __ vn 00. :.____...____-... ____.�... 1 z y 'I rt WPr c:.v.wr THE RIDGE P.U.D. THE RIDGE P.U.D. FORTCOLLINSSECOND AND HARMONY P.U.D. r.r R y !p ¢v I THE RIDGE P.U.D. ar.. rw wr wI bA Ll 8 v _ 4 e E vIs _____ IT C DRIv - �. . 9 a E CHURCH ; E _ ____ _ ^ g 4 38 NTRANC Z x ^ tl frrR— zA OD Is 00 26 DO z) 00 x0 DO x9 W JO W Jr W ]x W ]J 00 3. 00 ]5 W LEFT FLOWLI NE PROFILE - E = CHIPPENDALE DRIVE 3' id REGENCY DRIVE d A 2 - A 2A.DO x5.0O M.00 2x.00 x8.00 x9.0o 30.00 lr.W Jx.00 3].00 ]..00 CITY OF FORT COLLINS, COLORADO Fort Collins ENGINEERING DIVISION / lIZ— PROPOSED EU- OEPTR A—ALT PALTRENT ® PEDESTR— RAPP D—ATIM (YE OETNL PER SRE(T 51) NOTES: ERTORATEO UNDERDRAN — BE iRSTALL£0 BE—D C&C ERO.r RF STA 23—N TO RR STA M.5..3J (SEE OEINL PER SRT 53) i i 35.00 W. HARMONY ROAD IMPROVEMENTS 19 ROADWAY PLAN & PROFILE 61 PROPOSED NLL DEPTH ASPHALT PAKUEnT NOTES: sSTALL ,' RR UNE ()5 LE). CURB STOP k NETCR PIT. LIMITS OF CONSTRUCTION [cN—AnoN PLANS EDR Q-A- E-N— (SEE HARMONY/51-1IELOS rc �I PROPOSE. CWCR[TE PAVEMENT INTERSECTION IMPROVEMENTS ' s.c PLANS FOR CONTINUATION) �Mi:a o5+w.nv n M.NMN .w vc.. I ® PEDES . RAMP DESDNAna SEE DE I PINEVIEW P.U.D. I (rNL PER SNECT 5)) PINEVIEW P.U.D. 1Q I' w.ssr PHASE II Maa�k I PHASE 11 .vos9m Li - - -Rk -- mmc ss1°"`�^---K� __-_ nn w _- -J -I• I _•_ _ _=�L •� k Ste. -- _K 1. ,gym n"• i t _._ � _.. �C ,xco�: .,.'.. 'lee :u.iw. ai T •: __ ____ __ - SpBA ,r.orosn'.u� , ^\, •• ,BUTLER �i .. ,.. I „ W ESTBURY P.U.D. BROPiz: I /� -', as,•w. u-w,,. n.mn ''ins I; i - ISI'FILING T a.mu LEFT FLOWLINE PROFILE e g A 7 _ 9 tl -------------- J., A.00 38.00 39.00 AO.00 A1.00 ,].Op RE d 0.00 M�00 [5.00 Afi.W A).00 AB.00 RIGHT FLOWLINE PROFILE CITY OF FORT .COLLINS, COLORADO Q'yf Fort Collins ENGINEERING DIVISION �..``�. o�o WWQ y0Z z Z' OZU f00: �U4 Woi N Za DRIVEWAY DETAIL" Z Z I Z DRIVEWAY DETAIL"C" 00-(0jUsom " 0'1 0 y1 I, CW WUZI W w J N =a W. HARMONY ROAD IMPROVEMENTS a"20 ROADWAY PLAN & PROFILE INTERSECTION IMPROVEMENTS PLANS FOR CONTINUATION) •� t�` THE WOODLANDS CONDOMINIUMSP.U.D. yncmc ¢lw•I u qh �4 ..„ <...,. OOZC UWia :1X N0 �a Ooo=c. U EOC LLC—C O Q u iWrca PR .— N 1 .-- A --I P.-.ERT PROPOSED CORCREIE P'vE4ENT o PEOESTPonR Rn OELfN•ROR (SEE OEtuL PER SKEET ST) THE WOODLANDS I LARKS NEST PDP CONDOMINIUMSP.U.D. LOT 1 � G Ch Ch _Tr_ r r ,-,':sr_-„�ai — FRONT RANGE .,•1I FRONTRANGE COMMUNI YCOLLEGE COMMUNITY COLLEGE ' 0, m MEN mom soeo vam W z J _____ vmv = U _ ____ fcPs ca9va Q Sfi W S) W SB W 59 W 60 W LEFT FLOW LINE PROFILE MEN 04 fflo"" m_ CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION MEW mommil. RIGHT FLOWLINE PROFILE cnyor SIDEWALK DETAIL"B" THICKENED EDGE SIDEWALK DETAIL - - . f 0 oRlzo,r_ SCALE SCA�T- S W. HARMONY ROAD IMPROVEMENTS ROADWAY PLAN & PROFILE 21 a61 LARKS NEST POP THEWOODLANDS rRAcrA FILING 5 -------------- - - - ;­4 TI =HA R MM ONYROAD B. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U FRONT RANGE AT z MMUNITYCOLLEGE COVENTRY SUBDIVISION A.A. FILING 2 87 IFLOWER V m IRIVE tl ------------- -63iw N If H I I' LOWUN E PROR LE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION _F "T ollins LARKSOROUGH P.U.D. ------------------------------------- -7-7 i'7 '7 '7 HARMONYROAD {I 0, COVENTRY SUBDIVISION FILING I TABLE F 111­0 1-1. DEPTH A-.-' PA -.ENT EwSi. ASPHALT REHABUTAT­ TAPER ­ (By OTHERS) 4 OVERLAY (118,)38 SF) (BY CONTRACTOR) PEOESTR,AN ­1 0­­­ (­ DETAIL PER WET 5)) W. HARMONY ROAD IMPROVEMENTS ROADWAY PLAN & PROFILE 22 6 REGENCYPARK - SECONDFILING -- - I *S y a o v.I ua 'a• -HARMONY ROAD= THE RIDI" TF. GE P.U.D. iW REGENCYPARK D CONDOMINIUMS l' > U iZ W i O i K I ORO LEFT MEDIAN FLOWLINE PROFILE 2 MENNEN MENEM—- MEM=mn lonsEmmi i in sommom-11 RIGHT MEDIAN FLOWLINE PROFILE CITY OF FORT COLLINS, COLORADO Fort Collins ENGINEERING DIVISION --I- � — J MEDIAN NOSE CONSTRUCTION DETAIL Mil W. HARMONY ROAD IMPROVEMENTS 23 HARMONY ROAD -MEDIAN PLAN & PROFILE 161 Fri A. WIt AA IK A - - - - - - - - - - - - - - - - - - - - - - Z.� MEDIAN DETAIL "A" ...IA. CONCRETE JOINTING PLAN FORTCO-INSSECOND AND HARMON, P.U.D. PINEVI EW P.U.D. PHASE 11 --- --- - --- --- r I -AA . Ri THE RIDGE P.U.D. NESTB RYP.U.D.-------- ISTFILING q 7,1 T I FAW SlS E: W W MEN N 0 No No onsommommommom 'Ills Sun I I w on so 0 SESSmmossonsom - I MhUIAN I- LOWILINE PROFILE lingoommoommommom NO loom mmmmiilmmmm 0 m RIGHT MEDIAN FLOWLINE PROFILE umu IRIR1 IN, 3i; nni Mi 1NMEN; L "U ir PEW9591 0- F ye r ojtjn� JOL RAM SY: CITY OF FORT COLLINS, COLORADO 10L o. UP ENGINEERING DIVISION 50 W. HARMONY ROAD IMPROVEMENTS 24 HARMONY ROAD -MEDIAN PLAN & PROFILE I 61 LIMITS OF CONSTRUCTION (SEE HARMONY/SHIELDS INTERSECTION IMPROVEMENTS PLANS FOR CONTINUAT19N) no THE WOODLANDS CONDOMINIUMS P.U.D. ------------ FRONTRANGE COMMUNITY COLLEGE UNOERMMN —WT TMLE LEFT MEDIAN FLOWLINE PROFILE —507- 0 RIGHT MEDIAN FLOWLINE PROFILE SECTION A -A HARDSCAPED DOUBLE CURB MEDIAN HARDSCAPED DOUBLE CURB MEDIAN CONCRETE FINISH DETAIL NTS CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION ,=-F.�P�yfollins ED BI: D—,BYt jDL o 11T W. HARMONY ROAD IMPROVEMENTS 5 IHARMONY ROAD -MEDIAN PLAN & PROFILE. 611 I—L H.1*-50'VW-5' 12/15/08 1-- LIMITS OF CONSTRUCTION I (SEE HARMONY/SHIELDS INTERSECTION IMPROVEMENTS g¢¢g 99 PLANS FOR CONTINUATION) HARMONYROAD m [ LEGEND + O E°P- —1 I —El 1XAx1V CONIA111 ANT m IOxONgNAL COx1RACTg1. w tlIIfft °m EASTBOUND CONCRETE APPROACH x 9. • 'c _ _ HARMONY ROAD LIMITS OF CONSTRUCTION WESTBOUND CONCRETE APPROACH (SEE HARMONY/SHIELDS INTERSECTION IMPROVEMENTS PLANS FOR CONTINUATION) A y N CA I c"yt'W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO FortCollinS I JOL JDL I 12g uA1c: oA a aEo er: oA : a ENGINEERING DIVISION - ;2� � ,•=,o ,z ,s oe CONCRETE APPROACH JOINTING PLAN 61 Project: Harmony Road Improvemetits Project Spec/Item Estimated Description Unit Utut Cost Item Cost Number Quantity 605-00040 4 Inch Perforated Pipe Underdrain 1800 LF 608-00006 Concrete Sidewalk (6 Inch) 608-00010 Concrete Curb Ramp 608-10004 Sidewalk Drain (4' Curb Cut with Concrete Chase) 608-10008 Sidewalk Drain (8' Curb Cut with Concrete Chase) 609-2001 1 Curb Type 2 (6" [carrier) (Section B) 609-21010 Curb and Gutter Type 2 (Section I-B) 609-21020 Curb and Gutter Type 2 (Section II-B) 609 1-4004 Gutter Type 2 (4 Foot) 609-24010 Gutter Type 2 (10 Foot) 610-00010 Median Cover Mate6al (Decorative) 4262 SY 232 SY 2 EA I EA 270 LF 5891 LF 5902 LF 28 LF 210 LF 5804 SF Rev10/20/07 Section 00300 Page 7 ARAPAHOEFARM TOWNHOMES P.U.D. /�` \f � jai✓ \\I ` - \ � � � nrf it it 1 W 1 1 ISIk \ HARMONY RIDGE P.U.D. I (=J� I I I I `l THE INTERNATIONAL TER ATION L Y O = I FOUR SQUARE GOSPEL \ U 5 9s.nx s.E. sx•u es a•ss w m ..rz. nar nxn I.s. a.fl. LEGEND �— M1Ow OIRECTpx E.5TwG -ES ® PROPOSED STORu PIPE PROPOSED JI-T LMAnM .................... _. _. E.II r CWWR ... .... ..... .._ .... .. E11— 5' CORTOIR PROPOSE..C.- - •foa — PROPOSED 5' CONICW I I IN I III I REGENCYPARK REGENCYPARK— m SECONDFILING CONDOMINIUMS 111 It �i7 `,� I I F; FOR COLLINSSECOND AND HARMONY P.U.D. f•y4 • --- IA ----- P�l�_I 1__ �`h 11 �nml— � _ HARMONY > u 1 II J E RIDGE P.U.D. ILL THE RIDGE P.U.D. '"'a '^ w ^°w"m I I' s W ^� = a, U THE RIDGE CITY OF FORT COLLINS, COLORADO Fort Collins ENGINEERING DIVISION /` Ic— .U.D. W. HARMONY ROAD IMPROVEMENTS GRADING PLAN a 61 PINEVIEW P.U.D. PHASE 11 l'( �: I•I . L-------------�9• _ l.l. _ rweo _ _ ------------- I'm kCLA -.— .-y ry I _ 1 'BUTLER' i ® I 3 WESTBURYP.U.D. v�q BROPH,Y.��� �. i +ash � ,STRUNGI ` *1 i � F `. ZO OE2WF W>Q i] It zzfo U�ZU MDu�i 4 D O rvn s[rtR sRu, eE u.ss + Rw +m uru npr aRrs W. c«al. y0 � }IC;'1 4 t W — D fNC J ZLL ff� LEGEND �— FWI GREC— �:sa:��a:� EwarR,G RUES ® PRarosED srGRu RPE PRG MD Ia T L%A,R ......__. _... __.....__. EMVNGr CarWR ... ..... .......- R+arosED r• C—R — w, — PaoPDscD s' caRrWR ancc arI W. HARMONY ROAD IMPROVEMENTS 28 CITY OF FORT COLLINS, COLORADO Fort Collins °DL JDL ERaED .; ENGINEERING DIVISION �`�`�� ,=so• �e GRADING PLAN - 61 CITY OF FORT COLLINS, COLORADO City of Fort Collins ENGINEERING DIVISION NOfE: LEGEND �— — -ECi �.�.�.�.�.�.� E.— NPES ® PROPOSED Stp P E PRO mo Rail EOC.nO.v ........ .......... .... .. E. — 5' CW— PRWOMD r GoxroRR .w> - PROPOSED V CORIWR rt W. HARMONY ROAD IMPROVEMENTS 29 GRADING PLAN 161 v ` & I � — R � I t ARAPAHOEFARM TOWNHOMES is S P.U.D. , w,r..crw ., .cR.f .<s..x.wrma coxsmucnDN rt.,r x°ss ••�• DI I enr.um.r.<wswe.rz,xs..<cws�.cnv.xw,xa.s.wim.srwww.ccrww�0waufa'uxs�`i.ic,w w.x i ZON.s p ..wa s ew.� sfwxx.. Pa wxrRKrw rx. NSD a .sxP..s ,w .rsa...xw w nnw Hv .aws . rwo m �.eNsl "a.w i, vR nww «a.°x° .fw..e Pe roww .L wR...xa .ever. � "` w`w `i"�ro .a � •a�w. wss... t,�w.. w w HARMONY RIDGE P.U.D. REGENCYPARK 6ECOND FILING W THE RIDGE P.U.D. D. LL U -�w \ ar.� --.—• �— — F an'�'iww�`L xsla:aa°ww�`: a . rs.�wo�O°`s.� 'a rc° . sm . r..°x.wc <rc. n.srxs wAss °�«.:< . Mc�^isol .. wma rom:w.. w m.w... swNR.au Pmaw cwaw .f.awLs a�xs: °.P 'D' � � � � � • e. Ia.a :.e.a wn Piw � .a xs aw aA.°.w.s mx.m wau r ..sww wa u.:u c r°Y°°..sm:w.s ry D.f+ wwvx�'''rr.wrfs'r�° ` THE IF F \ AL uue aAc aw¢n .o ..u..n K w .r .wc wr �wrt. °W VRp w wswc s�sri ms•xxs. w °rwv wB.K avers w v.. uq CHHURCURL H OOF FTH THE w •.wn.R.Rr. vrx.¢x s•.0 K AsuR.m .rq asro¢° w x . ' FOUR SQUARE GOSPEL .ro r w n< wan sr.�ex . DDI Rr x wwr. .0 r euuvwr nwx¢. ar rtxac u. sa wy I°wsl .xwwfxrs ur[Rirsw..0 m o:wuv[ w .uw u.aw w smmi sa .s x°r m eus aew we.x er v.r.¢ •°uParlc, um•m, nu M awwa w wr asy°r.xr w cwr.w.nn SC"LE. I = 50' xvL4 sr .nw w rOawL afmxc (xsnwl. r.nou,D (� mE1..xD www rAdxcR wu N Af°aewD fw AN fsanrtD .w e.D (np LEGEND ' w.w. ✓ � rrmegvb .ax.i. u..+. 'v.! �O I�Si) �— FLOw gREGigx r°rA taR DODID REGENCY PARK=i—o'u —, "'o n-Ar - r.�.d:wa.aa.r ® ExIBRNL PPEB PROPOWD StORu PPE PROPOBED 1.CT LW.nW CONDOMINIUMS ERISnNG I' COxiOIR �u FORT COLLINS SECOND - - ........... - E,isnxG 5 C-11 k AND HARMONY P.U.D. P—I—D I' CWTWR ,W;( _ PROPOYD 5 COxrWR aD FENCE n Z O casrxucnan FcxcE C—TRUC— ERTRAxCE -- N - CWOiE1E wABRW t SriNCTURE w.TT— ,.. .. O INUr PROrECTgN (NURSER DEx _ CORRECT OETNL) L BURIED RIPRAP �I THE RIDGE P.U.D. e' °xe'° �..ouRa m• ' O CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION THE RIDGE P.U.D. pr C m City of JOLT IDRewxJ�L�' a" W. HARMONY ROAD IMPROVEMENTS -GN ET Fort Collins 30 �f� �`" �D" °"�EOe" EROSION CONTROL PLAN I °61 No Text W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO art JDL JDL 32 FOFtC011111S lu lo.E a[acoer: lo.: I EROSION CONTROL PLAN ENGINEERING DIVISION ��f� _ 1"=50' 12/15/08 _ �` 61 . ........... ROAD . .. . ........ nn ... . . ...... .......... ....... ---- . . . . . . . . ... ... _4 STC;R in . .. ... 1, Ip o---------- z ERIDGE P. P.U.D. THE RIDGE P.U.D. THERIDGEP.I.J.D. Ir---------- ------ --- -- -------- ­­7 ----- Im STORM A ........ RO cl, W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO Yf�ollins JDL JQL Fort ENGINEERING DIVISION STORM SEWER -PLAN & PROFILE 33 No Text ay o. — .p�,, t: FRONTRANGE ,Qgr COMMUNITY COLLEGE:l STORM G THEW OOLANDS FILING 5 Prat HARMONY ROAD T.' COVENTRY SUBDIVISION mn m COVENTRY FILING co.a. nW>C SUBDIVISION <p.FILING2.- - STORM C CITY OF FORT COLLINS, COLORADO Foryt' ort Collins ENGINEERING DIVISION J 10' TYPE R INLETON 38"X60" HERCP AT HINSDALE DRI V E FOR WFORMAMN ONLY WORK BY OTHERS vuN ovu u.00 �T W. HARMONY ROAD IMPROVEMENTS w35 zi�_­'.�I STORM SEWER -PLAN & PROFILE 161 I$ 4,z �.� c«E �4 r HARMONY ROAD x ..... I .�--- ,.- \ -® T. e.n i[ BUTLER I, i WESTBURV P.U.D. THE RIDGE P.U.D. `a� � IST FILING ^ y^ A N4 W I Y: City Of y�E CITY OF FORT COLLINS, COLORADO FOftCO��if15 Joy I JDL W. HARMONY ROAD IMPROVEMENTS 136 ENGINEERING DIVISION t;2r acac r: IY.y�. rs YI �Iz Is oe ( I . PRIVATE IRRIGATION EXTENSION —PLAN & PROFILE 61 Project: Harmony Road Improvements Project Spec/Item Estimated Description. Unit knit Cost Item Cost Number Quantity 610-00030 Median Cover Material (4" Concrete.) 1485 SF 613-00200 2 Inch Electrical Conduit 613-00300 3 Inch Electrical Conduit 613-00400 4 Inch Elecu-ical Conduit 613-00600 6 Inch Electrical Conduit 619-xxxxx 12 Inch HDPE 619-xxxxx Tie to Existing 12 Inch HDPE 619-xxxxx 10" PVC-C900 Cerialoek - Directional Drilling (OPTION A j 619-xxxxx 4" PVC-C900 619-xxxxx 10" Ductile 452 Bend with Megalug 619-xxxxx 10" x 6" DuctilC TU 619-xxxxx 6" x 4" Ductile Reducer with Meealu-. 476 LF 110 LF 92 LF 52 LF 251 LF I EA 123 LF S LF 6 EA I EA 2 EA Rev10/20/07 Section 00300 Page 8 1 r ® 0 ®—'° �—•° off. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION --- ------ — — — — — — —" 0� ------ _----------- ____ --_ - Ir ----- °-- r..M. I Clty of v r: IDRAx1 �rt Collins°L WATERLINE NOT 1. THE MINIMUM COVER OVER WATER LINES IS 5—FEET AND THE MAXIMUM COVER IS 6—FEET UNLESS OTHERMI5E NOTED IN THE PLANS AND APPROVED BY FORT COLLINS—LOVELAND WATER DISTRICT. 2. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS—LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 3, THE PROPOSED 10" WATER LINE SHALL BE INSTALLED AND TESTED PRIOR.TO ABANDONING THE EX B' LINE OR CONNECTING TO THE EX s' LINE A. CONTRACTOR TO DISCONNECT WATER SERVICE TO FAITH EVANGELICAL FREE CHURCH (4036 S. SHIELDS STREET) FROM FORT COLUNS—LOVELAND WATER DISTRICT 4—INCH WATER UNE APPROXIMATELY 2.900 FEET NORM OF HARMONY —SHIELDS INTERSECTION. RE —CONNECT EX SERVICE LINE TO CITY OF FORT COLLINS WATER MAIN. SEE DETAIL, SHEET 3B. ' 5. CONTRACTOR TO COORDINATE YAM EFFECTED UTILITY COMPANIES PRIOR TO ME CONSTRUCTION OF ME PROPOSED 10' WATER LINE. FORT COLLINS - LO VELAND %VA'I'ER DIS'I'RICI' SOU'I'D FORT' COLLINS SANI'1'A'I'ION DIS'I'RICI' Mr.."i-0 D.U-11iu, Nunaµcr Dulc Nr."1'crry Murrill, I•.I:.. NiHricl llnyinccr Unlc All chxnBur, xJJcndun�., aJdi�innx. J<hiianr and nWibca�i is Itrcv� Jr.�wing. m ur G npproved. n ny, by the M.�nI .Li Arc 11 Waler U�.Incr aN the 1uuIh Man C('llina.laailau°° Uiauia. 60 W SCAIPZI20' m m RTICAL ri n exam HEE W. HARMONY ROAD UTILITY IMPROVEMENTS 37 WATER -PLAN & PROFILE DF 61 I CoA_'. 1 D,L _[N, --�R1LD�A�ED 9EIEcr ti P.. I . µ PIP, E' RAOE __TraN,cll e,c.su RHMu, (SR.Rn.)vTrcE ,AE• z, w r t ,o a .rapp.a ,nnxv,nr n�mmmun_ REFER i0 SECipN Dssal O[DOIx4 ZONC I- AB—) a x NI: FRI. �F 1—eeD TaN TRENCH ZONES TYPICAL CONCRETE THRUST BLOCKS STANDARD TRENCH AND BEDDING DETAIL '. FORT COLUNS - LOVELANO WATER DISTRICT@ SCALE: Nis M.^N fORi GOWNS - LOVELM'0 WATER 015TRICT ` .mv..n SCALE: NTS _ HARMONY ROAD �~ LAN VIEW m � �` o�'^ RttT.'�y'YV.. •r r we aennic zMn[� pq••rn ? I •�_ ' _ — PRV VAULT ELEVATION .r d� :d I:S-^• 1I SRE PLAN Q ORT COLLINS-LOVELAND WATER DISTRICT SHE-N5150 SNEAD AVE, PORI COLUNS. COLORADO 80525 SNx4" PRV I OF I OFFICE (970) 226-3104 FAX (920) 225-0186 CITY OF FORT COLLINS, COLORADO Gty of ollins ENGINEERING DIVISION �r�•��,`\ I I I I I I �JI II I I I II ,y I I F 1 w E[[ I I I W , •, I I I I W I I i 1 I I I 1 ,/ ' I I - r r ' 1 I I I I N I 1 V) I I 1 1 1 VI I I J i i i i I +I W I FAITH EVANGELICAL FREE CHURCH � I�I�I_Irrr j1j1j1� Y•wRW�D: iK m•�m ; I Y xT[ I I I , I I I I w�uRn �nxa I i , L__ I _______ Ir_______________________ I I I I I I I I �I ' •' I 1 I I I IT�I I I 1 :qI I I I 1 8 I I 1 1 ij+ll I • 1• I 1 1 I • I I 1 I I I I 11 1 I 1 l II I 1 I I I I �• I I 1 I I I I I I I I I I I I I I II I I I I I I I I �I I •I I I I I I I I I I I I I II I I I I I I I+ I I i I I iy• I I IIII E[[ I I 1 I I I I 1. 0 20 I I 1 I I I i t i 1\ I I SCALE I 20' �. NOTES; W TH APPROXIMATELY 2.900 FEET 1. EXIST"' UNDERGROUND UIIUTIES SHOWN ARE INDICATED ACCORDING TO NORTH OF INTERSECTION E BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES _• NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. CONTRACTOR TO ,¢^^ VERIFY EXISTING UTILITY LOCATIONS. vI N 13 J W N HARMONY ROAD RY. DRAWN RDE Y: W, HARMONY ROAD UTILITY IMPROVEMENTS L � �DL 38 D E: CXED Y: A WATER -DETAILS o / Al2/15/08 6I I I— ir'I I I II I II I � �� I I W II ,I per M I �4, O II 'jf ARAPAHOEFARM I REGENCYPARK REGENCYPARK U FAGZCOLLINSSECOND I ,�I�I��I(� TOWNHOMES I SECONDFILING CONDOMINIUMS W II AND HARMONY P.U.O. 1 PINEVIEW P.U.O. I t P.U.D. I� _ KII PHASE II I W I Z t I = V 1 ^r XARMONYROAD =.—ONYOAD I N ^ _ W THE INTERNATIONAL CHURCH It-----------1=====_______ i_ �� WESTBURY P.U.D. W K_—_________ _ CI OFTHE FOURSQUARE GOSPEL THERIDGEP.U.D. O THE RIDGE P.U.D. O THE RIDGE P.U.O. /BUTLER, ISTFILING BROPXY II la ' += _i— II I..�.s,c so.r �s wxcr ro `c nus,ac Ircawc�c.rs. s smn casr C— —A I I �31 I THE WOODLANDS THE WOODLANDS j Z l THE WOODLANDS THE WOODLANDS CONDOMINIUMS P.U.D. CONDOMINIUMS P.U.D. LL 21 FILING 6 FILING S - HARMONY ROAD - J HARMONY ROAD----� —T �- w.,.I .�� FRONT RANGE \l CU FRONT RANGE w� FRONT RANGE w� V�� COMMUNRY COLLEGE ,I� COMMUNffY COLLEGE J> COMMUNRY COLLEGE i W COV ENTRY SUBDIVISION FILINA to I ° I. 20O o um n eacr uo. SCAL[: I"� 1W NSKK1 " �I�YOI S." " ""R .' ` " Y' W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO JDL JOL 39 ENGINEERING DIVISION /J;2 C� �` °" PHASING PLAN — PHASE 1 si Y_Inn' »ilsinR W D ARAPAHOE FARM I REGENCY PARK REGENCY PARK TOWNHOMES I SECOND FILING CONDOMINIUMS Z P.U.D. W I u __ Y HARMONYROAD z THE INTERNATIONAL CHURCH I� ________ TH__IDJ-===__________ C OF THE FOUR SQUARE GOSPEL THE RIDGE P.U.D. ip E RGE P.U.p. IJ WC 6 D u THEWDODLANDS THEWOODLANDS Cc ONDOMINIUMS P.U.D. CONDOMINIUMS P.U.D. �I NARMONYROAD .�� FRONTRANGE FROM RANGE I. COMMUNITY COLLEGE COMMUNITY COLLEGE - FORTCOLUNSSECOND AND HARMONY P.U.D. I THE RIDGE P.U.D. I BUTLER, PINEVIEW P.U.D. PHASE 11 HARMONY ROAD 101 WESTBURYP.U.D. YrI I ST FIUNG a I I I THE OB I THEWOOD— NDS FILING 6 RUNGS FILING 6 r---- ______ __________________ HAT OL4 I ROAD RANGE ----------------- COMMUNITY COLLEGE7 u� COVENTRY SUBDIVISION FILINTA D I I CITY OF FORT COLLINS, COLORADOcit FoYt' rt Collins ENGINEERING DIVISION /—Ic`�� I- Le U1.9-PAN MN RD><. �. w„s.lc sro.Igssueicr m µ�rsswcn,Lsm.c .sa.lur.rs swans s,vGr casmucllon Ms, W. HARMONY ROAD IMPROVEMENTS EET 40 PHASING PLAN — PHASE 2 ARAPAHOEFARM REGENCY PARK o REGENCYPARK FORT COWNSBECOND TOWNHOMES P.U.D. SECONDFILING CONDOMINIUMS W II ANDHARMONYP.U.D. PINEVIEW P.U.O. PHASE II _,—___ HARMONYROAD _HARMONYROAD _ THE INTERNATIONALCHURCH Ulu `IZ / _________—_—_-1==_=_______= K / / \� WESTBURY P.U.D. OF TNEFOUR80UARE GOSPEL THE RIDGE K P.U.O. �O THE RIDGE P.U.D. D� THE RIDGE P.U.D. I BUTLER, 1ST FILING I I U ` ; O W W W THE WOODLANDS THE WOODLANDS CCONDO MINIUMS P.U.D. CONDOMINIUMS P.U.D. I<OI��___ O I� K THE WOODLANDS FILING 8 __ THEW ODLANDS FILING 8 ______�_�_____�_` HARMONVR AD -'-- ` - ----MARMONYROAD--- --------- ---- --------- FROM RANGE IK COLLEGE FRONT RANGE COMMUNRY COLLEGE wW J> FRONT RANGECOMMUNRY COMMUNT'COLLEGE II. 1 U <R COVENTRY SUBDIVISION FIU ...O 2 Z f �JDL CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION FoCityrtoCollins JDL I scNe: D• __ m I F RROPHY I I I Wa ' I +_ l_ I cvs r r r.•vronacsroK ,cwrcvw,x vwu,I ,,wr M � � r r. .xvo.. •o•o cwsRucnw .x• o lw SCALE: 1' s 100' W. HARMONY ROAD IMPROVEMENTS 41 PHASING PLAN — PHASE 3 61 ■■■■■■N■E■■lIs■■ soon■■■■■■lliI■i■ soon is■■ NONE r■■■■■■GIs■■ no In■■ ■■■■■■■■O■■■■NN NONEM■■■sRM■■■M MEMO■■o■ftffno■■ NONE am■mmorim M■ ■■■■NMI�■od'�r�■■NONE mammon I . M■ME■■EMMM■Nn■M■ ■■■N■M�■■NNE■■■N 19+50 sui sui 21 +50 su9°' sixn 23+50 5,2e liia l,i. Si !IN ! i0 0 ! b IL -20 0 20 N . . 1— -.0 -20 0 . w . . . -10 -20 0 20 w 60 W i00 19+00 21+00 ao. 54 Si2B "Jz "Si _ 23+00 (FOUR SOUARE GOSPEL CHURCH DRIVEWAY). li 512. 5iie - 112. - - -- -- -- 51 -0 —0 — 1120 S12. ' 0 20 b a0 m wo v Ra a "N60 -b -20 0 A b b0 a0'=0 -60 o -.0 n i0 w 60 eo i o � 20+50 su!°a vie 18+50 22+50 5 A i fi3. 5,2. FF lSb ry 0 N 0 5i is N N w w w0 16+00 20+00 (CHOKECHERRY OR) 18+00 '0' 22+00 aw au!°e vs via sue _ x. v: Sux -_ Sue vz• vz. —LE _ a2o _ _ 5u0 v A vm Su. vi. 5 sim R_r _ -w -w -20 �o w .0 Go eo iao -ao -w -m ° 20 w w ao -ba -w -m o m w a0 eo ioo 51Bao -w -m o 20 w w eo io�1B 9-4- 1-1CITY OF FORT COLLINS, COLORADO "'TJDL JDL w° a W. HARMONY ROAD IMPROVEMENTS 42 Fort Collins I «E° CROSS SECTIONS ° ENGINEERING DIVISION ������ _nsS' (ro rs' cull et2/15/08 � I I 61 25+50 ■■MMi■�Il�■■�■1�■■j M il■ N ■■■■I■■■■■wilt■■ .. fla ■■ EM nomm■nsmOMm■■MM�A! Hills , M■■EM BLO!�5�0 ■ 24+50 MENOMONEE N­ FVMiUII: .=■MNOst - v::mmilmn NOMINEE ■ ■■■■■■■■MOO■■■ ■■1 �■ 26+50 N■N■��■■■■■■■■■■� ■■■■ ■■■IIDuio—=- __�- Tilt■■ 26+20 (CHIPPENDALE DR) ■OE■1 ■■■■■MM■■■11■■■■ ■MM■lllMM■■MM■■Mll■■■m wig•-;. �_„ay,,��,•iiJ■■ ' ■■■■ 1■■■■■■■■■Mil■■■■ NO■■None ,.E�■�lwllll�llc�l■A■■ ■N■si ■■'i■■MMi:I■ soon ■ ns .IIM■■MII■■■■ ■■■■i monsman■■.11.... 28+50 NONE :-mOmm!i gmj_!!�i.Mo ■ii ssMM NiadNl90i ■ ■MII■� ■O■s■■■■■mm"■ ■.■■ ■M■M■%M■MMllMM■■ MEMO ■■MMNlM■O■ll■s■E NONE MENEM so 0 ■MM■IIMMM■■MMMMMIt■■■■ OM■■I:W!= :i'=`�?"IN:.iii■ ■■■■■m■s■■■M■■■1yrnmol, ■■■M�■■■�■■100m0I�1 Mono■■:_==■===■■ ■■■■■■MMMIIOMMMM ■■■■■MMMSM■MM■sll ■■■■1�1■11■■■■ on l ... �P.I0010M■!1p=M ■■■MENMile■— NE==-��yini►liP�i■ Mppwgffil MEN ■11■■■■■ ■■■■11■■■■PNE■■■1 ■■ ■■■■Il■■■■o■o.■■II...0 " cnvof W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO _ �oL 43 Fort Collins � ,�— a _._ ENGINEERING DIVISION �`��-`�- _r•wcror•s'(J M/15/a8 - l _ CROSS SECTIONS 61 son ■■■IIVii■■now IIIli ■■ MONISM ■■�wyson MIl ri■■ .. .. ■■■11■m■■■■■■■■11■■■■ ■■■■■■■■■■■■■■■■■■■■■ mom ■MEN ■■■■■■no smomm3m ■■■■■■!■.. mom ■Emmons ■■00■■m■■■■ Lot !!lE�nE sml�i� 1!!!1■11 s■■■ ■■mo■IIil.m ammo R 01111 ■■■■■11■■■son m.:lslim■■s .. 37+50 v � slox mr x.xl za x. - v wax o 8 sD6, -,D D m w a eD Im (PV&L CANAL) mo. vD. -zly x ;IDD - - aI6D • YE „OxE I NO2: �yqx I. ,v6[ OEnM 5„xLL BE Ex1EN0E0 • x0 x0V Ci [x BOv CUEK„i. -1. -BO -60 -x0 -IO 0 20 v0 60 BO ]09, 6 L ■E■■■■■11■■■■ 36+15 (LDS CHURCH EAST ENTRANCE) ■■■11■■■■■■■■■m11■■�■ mono , MOM" a■■ loon But ■Sol moll■"o": M■■■■mBillions „ m■■■■iim■■■■■■m■■11■■■i ■■■11■■■■■■■■■■11■■■■ ■■■■■11■■■■■■■■■■11■■■■ ,. r W. HARMONY ROAD IMPROVEMENTS 1EE CITY OF FORT COLLINS, COLORADO °t °f JDL �D� 44 Fort Collins C„ —D Br: • : ENGINEERING DIVISION �,��.�� -.w 1p -.y (J AM115/08 I I _ CROSS SECTIONS 61 38+50 t■■Ntit 1■■■■ 37+85 (BUTLER DRIVEWAY) ■■■■i1■■■■■■■e■■i ■■■ i ■■a��elllA�lO+N■■11 I son ■■■■11■■■■!IS■■■■11l■ ..■.11..........11.■ 41+50 'si■�1■■V■■■■■■ii■■I ■■11■■■■N■S■■NNEI I ... ■■11■■■■■Ei■■■■EII ■■N■■■■■■■■■■■■11 ■■N ■■NNyINIAIm■■■11 . ■■�■■■■■■■■■■■■11 ■■ ■■N■■ltlll■■■■■11.. ■■lI■■■■■■■■■■■lI■■■ Li 0 0 11 M M 11 MR 0 Lo NO RNA -0 ■■Ii■■�■■■■■■■■1111■■■ ■■11■■■■■■■■■■■1I1I1■■■ .. ■■11■■■■■■■■■■■!�!■■■ ,.. lMMlImMMMMmlMMMMl■E■.. 45+00 saaa aox 41+00 (WESTBURY DR) 43+00 _ sovx soaa _x, ,a x.a a coax coax -- wax ma. soea saes' 50°0 -eo -ao -w -xo o� xo .o as eo ,005080 -xa o xa .o eo eo iao -ea -eo -.o -xa u xa .o ea SOBS - -_ - 44+50 40+50 42+50 x 15 a � as aa9a so% swx soar soee soee xat2'1:TA x.,°° aoax — swx soae saes aaa. —4 aaea >oee ae. �. ,aea >oeo ., ae ■■■il■■■■■■■■■■■�I .. 42+00 44+00 ■■i1■N■■N■■■■N■■il .. ■■■1■■■■■■■■■■■u ,. ■■11■■■■m.1■p■1�■■■ 1 ■■■11■■@�'-ammm � ■■11■■■■■■S■■■■■11,._ MERINO .■■w1!■O■■■ 9 CITY OF FORT COLLINS, COLORADO "`Y°f �D� �D� I W. HARMONY ROAD IMPROVEMENTS 45 Fort Collins ENGINEERING DIVISION ���`�� _,•.p�„�,•-�•inl �2/is/Da I I CROSS SECTIONS I 61 47+50 r ■ions■mm■lm■■■■i■nnism■!5 52. romm■IR-02 on■I■■■LSCiV��=� IllMEN mi■so■■■■■o■■■Ill l■s■I■E■■■■I■■■■■■■■■■■■■Illl■■ . ■nl■■■■n■■■moss■Ilion■ moll■■mososmmslllioonONION is ... Molls so'Ilii■rroCmmJsillo■s mails on ■■Il■■■■■©Iamo■■■Ill■■■ ■■I■■N■■■om■n■Ellsl■■■ ■■Ifii•illlii■■■ ■ollon■■mmm■mm■iili■nm ■■II■■■■mmmim■■mliii■m■ . . ■■11■m■■■inmm■■■iillm■■ ■■■■■■■I �8■■■■■■■■■�Illl■■ ... ■■mono■I►w■==■■!ill■■ .. mom■■■MIEN ■e■m■`m:m■!ifitl■m m■n■■o■I■■■■m■■■■■■■■Illl■■ . . ■■m■i■■■I■■ lo■s■■■o■■■I11l■s ■E■■■■■I■■■■mmmm■■■■■Illim■ . ■■■■■■■I■■m■■■■■■■■■■I 11 l■■ 48+50 ■N■■■■■I■■■■■■■■■■■■■Illl■■ .:. .. ■■■■■■■Ili■■L:IIi■r�i■:jllll■■ 49+00 ■■■■■■■I■■■■■■■■■■■■mull■■ ... ,.. ■■■■■■■I■■■�E<���■■ill!■!!!ill■■ ■oon■■■ismGi=■=.IIL■■=■ iiiii■■ SEEN ■■ml■■■■!im■■■ommonilllon comomms, SIZE 47+75 (BROPHY DRIVEWAY) STA 49+00.00 TO STA 50+65 HARMONY/SHIELDS INTERSECTION CITY OF FORT COLLINS, COLORADO o"'yf �o� ao� W W. HARMONY ROAD IMPROVEMENTS Fort Collins a «E 46 ENGINEERING DIVISION -T� ! I I CROSS SECTIONS °` Project: Harmony Road Improvements Project Spec/Item Estimated Description Unit knit Cost Item Cost Number Qaantity 619-xxxxx 10" x 8" Ductile Reducer with Me2alug 1 EA 619-xxxxx 6" Gate Valve with Valve. Box and Megaluo I EA 619-xxxxx 10" Gate Valve with Valve.Box and Megalug I EA 619-xxxxx 4" Ductile 459 Bend with MegaluL, 4 EA 619-xxxxx S" Ductile Solid Sleeve with Megalug I EA 619-xxxxx 10" Ductile Solid Sleeve with Meealuo I EA 619-xxxxx Connect to Existing 16" COFC Waterline I LS 619-00002 1" Water Service with Meter Pit I LS 619-00007 Connect to Existing Waterline 3 EA 620-00001 Field Office 620-00020 Sanitary Facility 626-00000 Mobilization Rev10/20/07 Section 00300 Page 9 I EA 2 EA 1 LS ■■■■■■■11■■■■■■■■■■■11■I I■ 51+50 51+00 ■■■■■.■e 21110!m■ ONE ■■■■■■■■1ANIN::ME Pi a ■■■■■■■■11■■■■■■■■■■11■11■ 50+85 54+00 l■IIIA�IE����11�■1?.� I■■ , . ■lilies■■J■■■ii■ 1 ■■ ■1l■■■■©■■■■■1111■■ ■l ■■■■■■■■■■■1111■■ .. son I sRNMER M . 110. ■■■il■■■■■■■■■■■ 1 If■■11■i�■■1�■■■■©�■■■■■ 1■■■ . 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HARMONY ROAD IMPROVEMENTS 47 Fort Collins "I'll .. a ENGINEERING DIVISION �`lf� r..1„Ir•s•n11„17/111/08 _ I _ CROSS SECTIONS _ 61 11■■■■■■■■■11■■■■■ 11■■■■■■■■■11■■■■■ 59+50 ■ ■■■11■■■■■■■■■■n11MEN . . son ■o■ol:�: eEe=900219iiim■■ ■■■o11L'ii�ii�J■ ■I lo■■ ■■■ill■■■■■■■■■■ ■11■■■ ■■■nll■■■■mllmmm■■lls■■ ,.. so,z 61+75 (STARFLOWER DR) ■■■■■■■■■■■■■■■■■■■■■■■■ ... ■■■■■■Ili\� ��/��� ���MEN • ee 11■1■11■■nl. 11■I���II ■■ 111111 11 lino■■!Is■■■1 . 11■■■■■■■■■11■■■■■ 11■■n■■■■■nil■I■■nl■ , • Ilion_ 3'_IQIS��!\I■i►II 11■L=�JLE =■■111DINNER ON I KNEES ■■■11■■■■■■■Milo■■■■ .e ■■■11■■M■■■■■nll■■■■■ , ■■■11■■■nm■■■■11■■■■■ 000ll■L■can ail kimono o■■Ilnn■■ssn■■ ■ ■o■11■■■nBMo■■11■■■■■ ,,. 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ROLL-0VE (LOVELANO) PERSPEODVE ` Z - A _13 TYPE Il ._ n...., TYPE II SECTOON B-B • W,���a^"� SECDONYA-A :-�TI� CURB AND GUTTER MEDIAN (ISLAND CURBS) STANDARD DRIVEWAY APPROACH (TYPES I & 11) IAIUWLNUAT' mYVls'1 1 W.N U aY.V15 ND: WNiv, IAaplax CDUVn CDN TWUC1lpX M190N .YD: OWNING WrmWAmnYDANDs 4 Nv Wn: Dx pp/ol/oz D 701 c coPAnn'cf N WTk px DA/ol/a> D 7U3 c sru �YOAaDe aAnNcS a/DI/o> 706 It F g I •SECTION 6-B lml j I 1 I i < o p� I F W tI :---: •1� " qy gg## p �I '� W 's�•� I o ! eSECTION A -A (2 VIEWS) STANDARD DRIVEWAY APPROACH (IRCII VOLUME DRIVE TYPES ID k IV) STREET I. RSECTION CROSSPAN STANDARD DETAILS FOR DRAINAGE UNDER SIDEWAIB uwmNt mu.Nn uX i nrsoX Wvly u' c'%r ....... vN xD: Wnx aN cpuX aevls Wnv YIWYI tANpYNY po/Oi/0> p707c AU�bTY.OAxW CUDWNIY'f.9UY Wt810N DI/01/01 D70BD UAD TN�Iry CIIDWnNCapN DAT[IDN p1/01/DV D700D or W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO Foatyrt Collins JDL L JD49 ENGINEERING DIVISION �"�f� _ NA A,2/,s/DR I I DETAIL SHEET _ 61 STANDARD MA.NIIOLE COVER LMDY¢N Eoun7� Dflnacs ,,.... ,,.. SECTION A -A J :. ,..e,�d......ae.x�. DETAIL ,� ep cR;ssNR ; r✓ArtrurdGs rC , SLEEVE LOCATIONS SIGN POST STANDARD PAVEMENT MARKINGS mroxTxucnax 'A"01Y8 �.au D,u¢mc ¢ra[tt rrw�ou o�te:Ox o�/o,/o] o12U2 618s¢t ¢uxoxxos ���9 n w/al/oa 1401 tD.o¢am.'d S DXTE: ov w/al/ax D1401c it uuu ys ep i y� �y a I P 5g j lilt a tg ya 3t°sibs TYPICAL BICYCLE LANE PAVEMENT MARKINGS STANDARD TEMPORARY DEAD END BARRICADES STANDARD SIDEWALK SIDEWALK DETAIL. fi ReVl9Dx ND: 1 RAWIH L¢NXU�C¢NXTY x flL5"LCDN n'0: EX¢D! CU YATY N XCAXIDN XD: t DXAIICID uURDdn cxDD�NTY N0: E RTIflN LODU �A s0X WT¢: M/01/0] 1901 Yttl¢LT ST.1NUaNDN Dx NDLEoDN Dc/01/0f D1B02D XnDumS DATe, oD/ol/o2 DIAOBD sToi3T bTXNDLADX w/o,/D] D1419 STANDARD PAVEMENT MARKINGS W/TURN LANE CITY OF FORT COLLINS, COLORADO Qtyof Lsu 11 IDx..N� wmo D BY, W. HARMONY ROAD IMPROVEMENTS 50 Fort Collins DxT . W cNEDT Bra! a ENGINEERING DIVISION � ��.�� NA__ 1 I2/I5/08 _ _ DETAIL SHEET 61 L .+.r `\ Za ..00—. ODnNEA LOCATON °.t.•—.a g NUBLOCNI.00AiON wK..x..� BE,-- Ir�1 N �L Y F r� L o m " LDN�,RDD� J TYPICAL CROSSWALK DETAIL ACCESS RAMP DEFAIIS PF.DF.STRIAN RAMP DETAII. (For N— C.-L. 8 Altll.uam) MEDIAN ISLANDS @ PEDESTRIAN REFUGE AREA ENHANCED CONCRETE CROSSAALE (CONSTRULrION DET.ML) IAaWm mu.Tr LvxN nDazrrac wuWAx rnxm Rnwox x0owm' uxaBx eou�Tr xex �a r� CL6ANDUr IOWnm4ow NDaSCRAEWPco[nxTwEA�RR [AB NT SCREW CApP I tTrrnitAwxxur cD.saurnso N a/oi/a� lea9 y7��B,inDs ox 1a0a0 SIit�RDs IcooW rnD.OAno. z ss Iu _ �� P r0 FW ,7 I R.n 20 ^,� D. °o°o o°o o � E � Cases 'molONl Rums Cue 2-Non-Dnawr0l Rlmos Cm3-MM8ak Ra N.P xrw sxvt mA+r® 'Am D@rLL rA'lu VW'a—{ wiY C.W�W.NWY i t.i . :d1 SWa 1:12 MAf $IUDB u mW°ex s4rxe� o ist.r i Duna mia.W.. eaet.s. [a mcnRnmo �n m e�.o-.ay... $albn AA- '• � IEev ewYuml �ewmYye we�0 L ° •"" = TRUNCATED DONE WARNING FOR ACCESS RAMPS .wPImM I Drawing No. ED -mtcrim 1e07(D) soon s..wxn®Wnnb —gym miYm�.nen Wss vvryu4phgp.gsNopYpeeeuu.v j �mabmAW AemWOv fl'eYx wue �WgNWxb s? � p�..WeAptapswsawtYvslYm i y� -1 RESIDENTIAL LOCAL STREET ACCESS RAMPS Drowing N0. .. RENSEI. ....... RLvlsm; iBccrim lsas(D) Eili!i!i!i!i!i!$.'...`� !i!i!i!i!i!i!i : II ��o�:oraw •...5� TYPICAL LANDSCAPED MEDIAN SECTION Nn �� � tip• �� ���' IIC I—IIeIIC .•.•.•A.w_M.� Wort: NARDSCAPED IDN" CDKR SMALL BE °- CDLowED CDNCRETE (SAN .1. BDEF) NM E.M. . /.- AGGREGATE. TYPICAL MARDSCAPED MEDIAN SECTION Vf -'--IDI . _-' W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO Foc"rt Collins A DL JDL I 51 ENGINEERING DIVISION �' �`�� IDA E: CNECNED .: I A DETAIL SHEET of 61 NA 12/15/08 _ - Y 1N. IEE aD nWuuu (500^'MM[ A.Pv, y, NI II o b.. opp.a .1,n po y.... �I (I TYPICAL CONCRETE THRUST BLOCKS FORT DDLLINS — LWEUND WATER DISTRICT venom SCALE: NIS ono ro,ol ne-,1o. E.. Ip=ol ::eblm � � 9F001Nf. LONE (SEE sBUVFJ `� AwuunoN uAlEPlm P PEOU REO TRENCH ZONES STANDARD TRENCH AND BEDDING DETAIL FORT COLLINS - LOVELAND WATER DISTRICT •�wm Sc.: Nis I/2'uA>tIMUM � TE%EN YVIO BEII Oi %PE SECTION TMNSM5510N LINE SUPP 0—\ RERIi i0 I.T. 0-1 BY GLNG CHOCKS n!a uvNc � aaNr RESTPNNr� �, ENB <EAL, -. ASS SIFFL IN usiric cZ1as STANDARD PIPE CASING DETAIL FORT COLLINS - IOKLAND WATER DISTRICT SCALE: NTS r W. HARMONY ROAD IMPROVEMENTS .a, CITY OF FORT COLLINS, COLORADO Cc'c °f JOL JDL Ll ENGINEERING DIVISION r Tftl`5 aEaEo .: .: `52 a __ NA I N19/15/DA I I DETAIL SHEET TRENCH DETAIL ulm v :¢:' I clam a/o,/a> 2201 • � 6LLTION ._ � 1 •'. � L � s w. ;' 1 SERION Xa�BX �r. .r+ •un, �a ua. roi., + . �.r. r, r. _ __ SE[r10N c-c wa p1p1 •,' �' �'"' ALTERNATE CONCRETE SIDEWALK CULVERT FOR VERT. C/G h SIDEMALK STANDARD MANHOLE SHALLOW MANHOLE WITH FLAT TOP ®/''� �ATLR COXRRURIOX R tirr wyrpnp wr Iam /"' my p NA cEWn. EAT[R IbXRRUCTIOX �@ !'c*(y�i_l • NEf cmuna tATCR COXRRURION oONYau ORALL :V:Vw Y�is oRARxw D-1L IAYlWs NWNC �,a��ORYLcm ow.nxcs D-3 sRARxcs vu�iun� D-4 Elm .;,un I�Fdkil�NJow kJtl�faME1q�FL Us ImNo I MENJ r � �\ ►� L�.iJJ L` L•/� w I�a.7��o�m.�HnMrnYIHnHnHnHn MIM�EcHMM"OoHFI Kelm rlssms �--� � s�� I f.�N6f11RfiHliFi f.�tlRFlkl�fll67 ;, gu r. ��� I j �rs:�xrsv::u acyor W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO Fort Collins JDL " 153 ENGINEERING DIVISION �`"�``�, s" :N" 1 eiE: CNECnED .: I .. DETAIL SHEET ,�/rs/na rrr xvnxn��. CnbmO. DryMmnnx al Tmn.PMutbn .� ® I� �FWw'MNn•W SIAWbE Pbn wvb.a CURB INLET TYPE R -45- PROPOSED A' CURB CUT(0 I) WR A'CONCRETE SIDEWALK CULVERT AND CHAN NEL PROPOSED A' CURB CUT (00 WITH 4' CONCRETE SIDEWALK CULVERT AND CHANNEL ©L.ltOt� u rte. elm CL >a —� �a �a ESI_mff__ �ST•�"J 0A� t!f A rn [rarev_m�n__��r�oo m♦o I I '. m 1�camrmmlmA�rr.a���m>t��=i � i= m mm�mA A� et•rf Q_tst s�_al�artr.r�cv R>.r>, am ' rra rsarra mna rl•a!,. Rim Mara rn�rn eraTnDrarnmra r�ael�r�nn assr•ntt arTar<"r. ..���� ..I r_,_,_. . Ira mrnemcmrr•�ralr.a�en m.rl�m•c,t - rnonrrAr. ms:r• mrer♦rtt Rr•r.1t�_rm rr. rnmrmlr„s„ rlam rT�arn an_r.� arx�rt"r, f2 I Of 2 prvbcl DmbomW &ants `� SD PROPOSED S' CURB CUT(9W WT S'CONCRETE SIDEWALKCULVERTANDCHANNEL 2 of 2 K.cn Irw) SC➢�OxC-c ..acr a. no. Du e.uvna m, nawc— .PnAr Bm 1 O' TYPE R INLET ON 38"xx50" HERCP AT HINSDALE DRIVE (BY OTHERS) CITY OF FORT COLLINS, COLORADO City K� 1.JOL „ >r: W. HARMONY ROAD IMPROVEMENTS Fort Collins w_:JDL - Iz/15/0e _. DETAIL SHEET _ a 61 °`eae ` �t�",oa�,. \..;; _......��p�'•",.e-•oar•TECTION ma �y co�mvurnon RIPRAP RRAIIINC ....,. ,.,,....,...,�,... ✓ ,w m.M o..ti •_.. x r r.re.eaa ww SF CE /�a .rF 4�4\ 5wo 6" NIW a .cau wna...o-..a e M ooe..n a .a m�w.c COtliRIR'TpN OITR4IC! Qry°s �o� �O� W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO 55 Fort Collins I n� � �r�I Eel ENGINEERING DIVISION �•`f� "'. DETAIL SHEET CONCRETE STANDAPD PLAN NO. PAVEM INTS CITY or Fooz COLLINS, ooLooAoo or ENGINEERING omomp TRANWMU cp CONCRETE JOINTS DARD PLAN NO. M-412-i W.HARMONY ROAD IMPROVEMENTS iM DETAIL aaoor | �s1 Project: Harmony Road Improvements 11'roject Spec/Item Estimated Description Unit Unit Cost Item Cost Number Quantity TOTAL PROJECT COST (Harmony Road Improvements 1'roject) = $ Dollars Cents ALTERNATE 1: Waterline: 619-xxxxx 10" PVC-C900 Certalock - Open Trench (OPIYO:V B) 123 LF Rev10/20/07 Section 00300 Page 10 •// u°K'w� rcaw 11 1 1 O I I I I 1� I I I� I it I a II I II u la I I p'll II CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION PEDESTRIAN RAMP DETAILS City of ,:,wort` Cins m W. HARMONY ROAD IMPROVEMENTS DETAIL SHEET 57 a61 IfC HARMONY RIDGE P.U.O. S P ARAPAHOEFARM TOWNHOMES P.U.D. A wmw W O Z U v THE INTERNATIONAL CHURCH OF THE FOUR SQUARE GOSPEL 1 REGENCYPARK REGENCYPARK I I FORT COLLINS SECOND SECOND FILING CONDOMINIUMS C I AND HARMONY P.U.D. scn- { D STO ST R. w l I Z i mar: -- �1 -- -- -- -- .1 W I « rm.0 � wma.ru .rs WZ HARMONY RoA75 -- u z STD _mar.«.»1 _3 _ — -,_•- -�._ � _ J— U au lo.l«..w THE RIDGE P.U.D. D THE RIDGE P.U.D. Z THE RIDGE P.U.D. m W tU'1 I a w U FOR M FORMATM ONLY WORK BY OTHERS ocY�s W. HARMONY ROAD IMPROVEMENTS CITY OF FORT COLLINS, COLORADO Fort Collins JD1 DL 58 ENGINEERING DIVISION ����f�. I o Y �'•=so' � �Iz�ls�oe � _ _ - _ SIGNING & STRIPING PLAN I °` 61 u PINEVIEW P.U.D. PHASE 11 "'RMD"' L.^' -- ----------- ----- o A w WErTBURYP.U.O, I ST FILING BROPHY SiRI%Nc I[ tY A—. 6Mrte a e to 6 nlrm. 0 0 FOR NFORMATM ONLY WORK BY OTHERS D 11— 11: IDL W. HARMONY ROAD IMPROVEMENTS r'otCITY OF FORT COLLINS, COLORADO Fo Yto�ollln Ey: DATE : ENGINEERING DIVISION , ..-10• 11ATE: 0 I lu0n 1 SIGNING & STRIPING PLAN 12/15/61 N �i J F �Xo'z raj O ozu LlI m O VLL 22WN g 7N�a O r yt O F THEW ODLANDS p 7 ii J Z FILOINGS N Z t K i r Y FF p, �O _ m. •._ __ __ Z Z �' 'I � Irt_s•. s. Z 1 U I ir.... m w O K � --- _ J sw s wa ��=i N H_ HARMONY ROAD _ rJ _ _ _ _ _ _ _ U o a _ O uw — - �K W o sD `M� U. SCALE: I". 50• R l U I 7 LL �lY� FRONT RANGE O IL E i`� I Ic vwml COMMUNITY COLLEGE !. W COVENTRY SUSDNISION FILJNG2 U Z W W ❑ WN Q� W FOR WFORMAMN ONLY WORK BY OTHERS DA�) Y D BY: DRAxYI Bv: AR RD v: 'y, acy°r I W. HARMONY ROAD IMPROVEMENTS 60 CITY OF FORT COLLINS, COLORADO Fort Collins I JDL DL ENGINEERING DIVISION �`�� u DA¢ acc«cD er: =so' Iz Is Da A SIGNING & STRIPING PLAN a 61 ------------- LEGEND.._.................................._... ....-0.. _:. I. POLE wITN ,rAST FAT STREET LKxi _- (b)) ,♦ .... .... .... ... _.. ... -�' TPAFFI SIGNAL HFAD. NEW I>Ill QMnC SIGNAL. .,AO. EK5 WG_..............._------------------ _...._---..__......_.._----- ----- -._-......_I ..... T KMS Rww SDNLL HEAD. NEW 6 6 l+-IL-- — — - PEOE4RTN SIGNAL HEAD. EXISTING-- I1• I � I CONWR 2 f-----_-1 —• s ...-R-�..11...• (TO) �I L-------� LooR DETECTOR —,o re re ro ��� •o ■ P1.LL BOa ___ _ -_- r.—_ m TR.rFTc SIGNA cW1RDUER �- PEDESTRIAN NISH BUTTON ..•. .• TNT VIDEO DETECTION ® EPox1`SETInMTRAFTIC NM -STREET UONT / ARM JO) y� pr APPROXIMATE QUANTITIES / • � .'.' i 5 1 I• p 3IEB 9Sdtl?ICf /• 'I� U - II 202 REMOVE TRAFnC SIGNAL ROLE, SPAN IRE IND HUGS 20t REMOVE Ex STING COARM N ROLUIR, CAOTWT AND FOUNDATION / L^• �-� :+ ��I.'.. '2-�_�:I� 2022 REMOVE TRAFETC AND PCOESTRUN SIGNAL HEAD - ` • wxP L�.b:l:t I�T:ty y=. .!�'=E�ltil 203 REMOVE PAVEMENT -- CON UIT (,IAb(ED) 61J ]" CONDUIT _ b" 3 I" CONDUIT ' i' yyy� U 61J "CONDUIT .3`g I' .� U ' 61. iT SIGNAL CONTROLLER ((= P1 .. -L ` 11 1 61. E1C SILNAI CONTR(OLLER ( P,u ) - 61. CONTROLLER CA&NEi (((SJ3) I I'' I 61. CTRMFK SGNAL .STREETJ LIGHT POLE - SINGLE ART 25 FT. 1_ 6,TRAEFIG SIGNAL - S . TREET —1 ROLE - SINGLE ART b IT: fit. DWi1C SILNM - sTREET UCHI PPE SINGE SINGE ART .0 IT �- TTRATINE SIGNAL - PSTRET E s_ wig SINGLE ART SOFT. PHASING DIAGRAM 6T. 1SIGNAL HEAD PEDESIRIAN SIGNAL HGD 61. PUSH BUTTON �- 5 Pw,SE 6,. LOOP DETECTOR - RE - R 12- 61. VEnILE DEMcTW AMPLIFIER __- 61. L SHwG BEACON - 61. FLA — FIRE SIGWL 61. ETRO (LAN PANEL (CLASS 0) — �2 `7 E— r Tr 61. ELECTRICAL SERVICE UI1Utt = 9" I 2� 61. 1 USE SIGNS (SIGN PAN' 1 61. T E MUST TURN RIGHT SIGN (SIGN PANEL (CUSS 1)) J_ 0� --- DNLY G W fiT. SIGNAL (SIGN PANEL (CUSS )) - �0 6T. RE STARON AHEAD (SIGN PANEL (CUSS 1)) I I I I o> ___ 6,. VIDEO DETECTKIN UNIT _ 6622 PAVEMENT uMtKIH45 (CROSSWAK. STOP BAR) STREET NAME SCAN LANE USE SIGN 22 P VEMENT MAKINGS ( E UNES) (METRO) L-I L-2 HEAD FWNDATq,I - CONTROLLER °J 06 L-3 L-6 FOUNDARON - PONE FDAIDATION - PED. POLE - --- COMMUNIUDON SERNCE CONNECTION -� PEOEsm INFORTATRIN SIGN 1 PuuDBDx FOR �I�(�®(�6�iAMN ONLY i�RROD 3'PNA E IL UII NOT PA PAYET WORK BY OTHERS I I TRAFFIC SIGNAL HEADS UTILITY CONTACTS FORT COLONS 1RYTIC FORT COLUNs WAMR/WASMWAMR DAN HOLLAND TERRY ROBINSON 920 221-fi616 920 221-661I FORT COLUNS ELECTRIC xLEL ENERGY ROGER VAN TEN HLDE—AND 920 221-639. 920 225-26.2 DRE V UEY RURAL ELECRIC oWSUNSPENCF MR FIELDING 920 225-123. 870 tt WA EASTERN LARIYER CGWTER DISTRICT CWGAST CABLE CHARLE$ HANNAH DENNIS UEENwALT .]]-B.O1 920 b3-20ea 16 —AND STATE VIRIORStt SOUTH FORT COLONS SANITATION DISTRICT B4L HESS TERRY FARRILL 920 .91-0162 920 226-3101 FOR COLUNS - L—AND WATER DISTRICT TERRY FARRILL 920 226-3101 21 23 21 BSI 260 211 15 1m PH J6 6; 01ry 2 ApT 31 B) TBO T 3 171 W 256 82 5N 199 B ADT 37" BB ADi 12i3 735 EB 41 102.0 46 56 10 203 D. 25 - TRAFFIC COUNT 2W2 WTI R 12" R 1Y u IT Y 12"13' G 12" 12" F HEAD HEAD C I, J, a, 5. 6. IT - Pfi f 13 2, 9. 1.. 12. J, ta, 15 HEAD 2, 10 CITY OF FORT COLLINS, COLORADO CIEyDfollln --DLH DLH W. HARMONY ROAD IMPROVEMENTS 61 TRAFFIC ENGINEERING DIVISION \-rt`�� I " lUr— B� TRAFFIC SIGNAL PLAN -HARMONY AT STARFLOWER I 1"=20• 72/15/OR _ 61 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date Rev10/20/07 Section 00300 Page 1 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors Rev10/20/07 Section 00410 Page 1 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned _ as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors,.and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, •7004 West Harmony Road Improvements. NOW THEREFORE, (a). If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of. the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. Rev10/20/07 Section 00410 Page 2 SECTION 00020 INVITATION TO BID Rev 10/20/07 Section 00020 Page 3 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of 20_, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Name: Address: By: Title: ATTEST: By: PRINCIPAL SURETY By. Title. (SEAL) (SEAL) Rev 10/20/07 Section 00410 Page 3 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: N. a 10 Have you ever failed to complete any Work awarded to you? If so, where and why? Have your ever defaulted on a contract? If so, where and why? Are you debarred by any government agency? If yes list agency name. Rev10/20/07 Section 00420 Page 1 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, - upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL Rev10/20/07 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 Bidder's Qualifications. Dated at this day of , 20 Name of Bidder By: Title: State of County of being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires M, Rev10/20/07 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over l00 of the contract. ITEM 0 SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF -AWARD Date: TO: PROJECT: 7004 West Harmony Road Improvements OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an.Agreement for 7004 West Harmony Road Improvements. The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of 'Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by 20 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER ,to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. By: City of Fort Collins OWNER James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7004 West Harmony Road Improvements. ARTICLE 2. ENGINEER The Project has been designed by Interwest Consulting Group, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work.shall be Substantially Completed by July 20, 2009, the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions, on August 14, 2009. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. Section 00520 Page 1 1) Substantial Completion: Two Thousand Three Hundred Sixty Three Dollars ($2,363.00) for each calendar day or fraction thereof that expires after July 20, 2009 for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after August 14, 2009 for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as .follows: ($ ), $ Dollars, in accordance with Section 00300, attached and incorporated herein -by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for. Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's.Application for Payment as recommended by ENGINEER, once each month during construction as. provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. Section 00520 Page 2 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or -assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. Section 00520 Page 3 SECTION 00020 INVITATION TO BID Date: January 5, 2009 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on January 30, 2009, for the West Harmony Road Improvements; BID NO. 7004. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that -have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7004 West Harmony Road Improvements. The contract documents provide for: 1. Reconstruction and.widening of approximately 1-mile of arterial roadway. 2. Signal work, signing and striping, traffic control, and surveying are by City forces. 3. Installation of approximately 1,300 LF of reinforced concrete pipe storm sewer line ranging in size from 36" to 15". 4. Full roadway reconstruction (asphalt) with section of mill and inlay. Total asphalt quantity is approximately 15,600 TONS. 5. Approximately 3000 SY of Concrete Paving (10.5 inch and 11 inch thick). All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available Monday, January 6th, 2009. A prebid conference and job walk with representatives of prospective Bidders will be held at 1: 00 p.m., on Friday, January 16th, 2009, at 215 N. Mason, 1st Floor, Community Room, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp Bids will be received as set forth in the Bidding Documents. Rev 10/20/07 Section 00020 Page 1 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7. 2. 5 Application for Exemption Certificate 7.2.6Application for Payment Section 00520 Page 4 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: SHEET NO. INDEX OF SHEETS 1 TITLE SHEET 2 STANDARD PLANS UST 3-5 GENERAL NOTES 6 TYPICAL SECTIONS 7-8 SUMMARY OF APPROXIMATE QUANTITIES 9 SUMMARY OF EARTHWORK QUANTITIES 10 TABULATION OF REMOVAL ITEMS, RESET & ADJUSTMENTS 11 TABULATION OF C&G, SIDEWALK & SURFACING QUANTITIES 12 TABULATION OF STORM SEWER AND PIPE 13 SURVEY CONTROL PLAN 14-15 EXPLORATORY BORING LOGS 16-18 SHIELDS REMOVAL PLANS 19 HARMONY —SHIELDS INTERSECTION REMOVAL PLAN 20-27 SHIELDS PLAN SHEETS 28-30 SHIELDS PROFILE SHEETS 31-32 SHIELDS MEDIAN PLAN SHEETS 33-34 SHIELDS MEDIAN PROFILE SHEETS 35-39 SHIELDS GRADING PLANS 40 HARMONY —SHIELDS INTERSECTION GRADING PLAN 41-47 SHIELDS EROSION CONTROL PLANS 48-50 STORMWATER MANAGEMENT PLANS 51-52 SHIELDS STORM SEWER PLAN & PROFILES 53-54 HARMONY —SHIELDS INTERSECTION CONCRETE JOINTING PLAN 55-58 SHIELDS CROSS SECTIONS 59-61 PHASING PLANS WORK BY OTHERS (FOR INFORMATION ONLY) 62-64 SHIELDS SIGNING & STRIPING PLANS 65-66 HARMONY —SHIELDS INTERSECTION SIGNAL PLANS CDOT ROW PLANS (FOR INFORMATION ONLY) (11 SHEETS) HARMONY —SHIELDS INTERSECTION IMPROVEMENTS ROW PLANS NEW AND REVISED STANDARD PLANS S-627-1 PAVEMENT MARKINGS (5 SHEETS) S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (12 SHEETS) Section 00520 Page 5 The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the,General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions 'shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party.hereto of any rights under or interests in the Contract. Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. Section 00520 Page 6 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk By: Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney Section 00520 Page 7 SECTION 00530 NOTICE TO PROCEED Description of Work: 7004 West Harmony Road Improvements To. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of 20_ The dates for Substantial Completion and Final Acceptance shall be 20_ and 20_, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20_. CONTRACTOR: By: Title: Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain•Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project,7004 West Harmony Road Improvements. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. Rev 10/20/07 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _ day of , 20_ IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (Title) (Address) Other Partners By: By: Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation)., hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred .to as "the .Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7004 West Harmony Road Improvements. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. Rev10/20/07 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _ day of , 20_. IN PRESENCE OF: Principal (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) 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. Rev10/20/07 Section 00615 Page 2 The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 50 of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP - Purchasing & Risk Management Director Rev 10/20/07 Section 00020 Page 2 SECTION 00.630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS .(OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7004 West Harmony Road Improvements 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 authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE REMARKS: Rev10/20/07 Section 00635 Page 1 DATE SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: 20_ You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 7004 West Harmony Road Improvements. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated 20_. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20_. Sincerely, OWNER: Citv of Fort Collins By: Title: ATTEST: Title: Rev10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: PROJECT:7004 West Harmony Road Improvements (CONTRACTOR) 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In cbnsideration of such payment and other good and valuable. consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or. control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. Revco/20/07 Section 00650 Page 1 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this ATTEST: Secretary day of , 20 CONTRACTOR By: Title: STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 2 0_, by Witness my hand and official seal. My Commission Expires: Notary Public Rev10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7004 West Harmony Road Improvements CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev10/20/07 Section 00660 Page 1 SECTION 00670 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) lei DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION' , Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number: ) Business telephone number: Colorado withholding tax account number: Copies of contract or agreement pages (1) identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. SECTION 00700 GENERAL CONDITIONS SECTION 00100 INSTRUCTIONS TO BIDDERS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC 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. EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title TABLE OF CONTENTS OF GENERAL CONDITIONS Page . Article or Paragraph Number Number & Title DEFIlNITIONS......................................................1 1.1 Addenda.............................................1 1.2 Agreement..........................................1 1.3 Application for Payment.......................1 1.4 Asbestos.............................................1 1.5 Bid.....................................................1 1.6 Bidding Documents ............................ J. 1.7 Bidding Requirements ........................„1 1.8 Bonds.................................................1 1.9 Change Order......................................1 1.10 Contract Documents 1. 1.11 Contract Price 1 1.12 Contract Times;1 1.13 CONTRACTOR .................................. 1 1.14 defective.............................................1 1.15 Drawings... ......................................... I 1.16 Effective Date of the Agreement,,,,,,,,,,, 1 1.17 ENGINEER........................................1 1.18 ENGINEER's Consultant 1 1.19 Field Order..........................................1 1.20 General Requirements ...................„.... 2. 1.21 Hazardous Waste 2 1.22.a Laws and Regulations;'Laws or Regulations,,,,,,,,,,,,,,,, ................. 2 1.22.b Legal Holidays ......................„, 1.23 Liens..................................................2 1.24 Milestone ............................................. 2 1.25 Notice &Award .................................. 2 1.26 Notice to Proceed ................................. 2 i.27 OWNER .............................................. 2 1.28 Partial Utilization 2 1.29 PCBs..................................................2 1.30 Petroleum.............................. _2 1.31 Project................................................2 1.32.a Radioactive Material .............................. 2 1.32.b Regular Working Hours,,,,,,,,,,,,,,,,,,,,,,, 2 1.33 Resident Project Representative.............2 1.34 Samples..............................................2 1.35 Shop Drawings....................................2 1.36 Specifications ...................................„ 2 1.37 Subcontractor.....................................2 1.38 Substantial Completion .......................2 1.39 Supplementary Conditions„„..............2 1.40 Supplier..............................................2 1.41 Underground Facilities,,,,,,,,,,,,,,,,,,,,, 2-3 1.42 Unit Price Work ................................... 3 1.43 Work ................................................... 3 1.44 Work Change Directive,,,,,,,,,,,,,,,,,,„... 3 1.45 Written Amendment 3 Page Number 2. PRELIMINARY MATTERS ................................ 3 2.1 Delivery of Bonds ,,,,,,,,,,,,,,,3 2.2 Copies of Documents ........................3 2.3 Commencement of Contract Times; Notice to Proceed,,,,,,,,,,,,,,, 3 2.4 Starting the Work.......................... .3 2:5-2.7 Before Starting Construction; CONTRACTORS Responsibility to Report; Preliminary Schediles; Delivery of Certificates of Insurance ................................... 3-4 .2.8 Preconstruction Conference 4 2.9 Initially Acceptable Schedules ........... 4 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE..........................................4 3.1-3.2 Intent ............................................. 4 3.3 Reference.to Standards and Speci- fications of Technical Societies, Reporting and Resolving Dis- crepancies ................................. 4-5 3.4 Intent of Certain Terms or Adjectives ..................................... 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents ................................... 5 3.7 Reuse o£ Documents 5 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS,5 4.1 Availability of Lands,,,,,,,.....* ,,,,,,. 5-6 4.2 Subsurface and Physical Conditions .................................... 6 4.2.1 Reports and Drawings......................6 4.2.2 Limited Reliance by CONTRAC- TORAuthorized; Technical Data.............................................6 4.2.3 Notice of Differing Subsurface or Physical Conditions 6 4.2.4 ENGINEERS Review ........................ 6 4.2.5 Possible Contract Documents Change.........................................6 4.2.6 Possible Price and Times Adjustments .............................. 6-7 4.3 Physical Conditions --Underground Facilities ....................................... 7 4.3.1 Shown or Indicated 7 4.3.2 Not Shown or Indicated 7 4.4 Reference Points ................................ 7 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/991) Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material....................7-8 5. BONDS AND INSURANCE ................................. 8 5.1-5.2 Performance, Payment and Other Bonds..............................:................8 5.3 Licensed Sureties and Insurers; Certificates of Insurance ..................... 8 5.4 CONTRACTOR'S Liability Insurance..........................................9 5.5 OWNER's Liability Insurance...............9 5.6 Property Insurance .... ...................... 9-10 5.7 Boiler and Machinery or Addi- tional Properly Insurance.................10 5.8 Notice of Cancellation Protision 10 5.9 CONTRACTOR s Responsibility for Deductible Amounts .................... 10 5.10 Other Special Insurance., .................... 10 5.11 Waiver of Rights................................11 5.12-5.13 Receipt and Application of Insurance Proceeds ...................... 10-11 5.14 Acceptance of Bonds and Insu- ance; Option to Replace....................11 5.15 Partial Utilization --Property Insurance........ 11 6. CONTRACTOR'S RESPONSIBILITIES ...............11 6.1-6.2 Supervision and Superintendence ....... 11 6.3-6.5 Labor, Materials and Equipment.,_ 11-12 6.6 Progress Schedule..............................12 6.7 Substitutes and "Or -Equal" Items; CONTRACT OR's. Expense; Substitute Construction Methods or Procedures; ENGINEER's Evaluation ............. 12-13 6.8-6.11 Concerning Subcontractors, Suppliers and Others; Waiver of Rights .........................13-14 6.12 Patent Fees and Royalties ............ ........14 6.13 Permits ............................................. 14 6.14 Laws and Regulations ........................ 14 6.15 Taxes ........................................... 14-15 6.16 Use of Premises 15 6.17 Site Cleanliness ................................. 15 6.18 Safe Structural Loading.....................15 6.19 Record Documents.,..,._.....................15 6.20 Safety and Protection .................... 15-16 6.21 Safety Representative ..................... ....16 6.22 Hazard Communication Programs...... 16 6.23 Emergencies ............... :..................... 16 6.24 Shop Drawings and Samples..............16 6.25 Submittal Proceedures; CON- TRACTOR'S Review Prior to Shop Drawing or Sample Submittal .................................... 16 6.26 Shop Drawing & Sample Submit- tals Review by ENGINEER ...... 16-17 6.27 Responsibility for Variations From Contract Documents..,....,...17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittals...................................17 6.29 Continuing the Work.....................17 6.30 CONTRACTOR'S General Warranty and Guarantee ............... 17 6.31-6.33 Indemnification ..... .................... . 17-18 6.34 Survival of Obligations ................... 18 7. OTHER WORK.................................................18 7.1-7.3 Related Work at Site.......................18 7.4 Coordination.,..._... 18 8. OWNER'S RESPONSIBILITIES IS 8.1 Communications to CON- TRACTOR.................................18 8.2 Replacement of ENGINEER ............ is 8.3 Furnish Data andPay Promptly When Due..................................18 8.4 Lands and Easements; Reports and Tests 18-19 8.5 Insurance.......................................19 8.6 Change Orders„ .............................19 8.7 Inspections, Tests and Approvals...................................19 8.8 Stop or Suspend Work; Terminate CONTRACTOR's Services......................................19 8.9 Limitations on OWNER'S Responsibilities ..................... . .... ..19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 19 8.11 Evidence of Financel Arrangements . .. . ... . . ...... . . ........... . 19 9. ENGINEER'S STATUS DURING CONSTRUCTION.............................................19 9.1 OWNER'S Representative ............... 19 9.2 Visits to Site..................................19 9.3 Project Representative ...............19-21 9.4 Clarifications and Interpre- tations.........................................21 9.5 Authorized Variations in 1ibrk 21 EICDC GENERAL. CONDITIONS 1910.8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 9.6 Rejecting Defective Work...................21 13.8-13.9 Uncovering Work atENGI- 9.7-9.9 Shop Drawings, Change Orders NEER's Request ......................27-28 and Payments...................................:21 13.10 OWNER May Stop the Work,..„.....28 9.10 Determinatims for Unit Prices 21-22 13.11 Correction or Removal of 9.11-9.12 Decisions on Disputes; ENGI- Defective Work .•,••.„.••„•.............28 NEER as Initial Interpreter ............... 22 13.12 Correction Period ...........................28 9.13 Limitations on ENGINEER's 13.13 Acceptance of Defective Work ......... 28 Authority and Responsibilities ..... 22-23 13.14 OWNER May Correct Defective Work 28-29 CHANGES IN THE WORK ........................................ 23 10.1 OWNER's Ordered Change..............„23 14. PAYMENTS TO CONTRACTOR AND 16.2 Claim for Adjustment ........................23 COMPLETION .............................. _................... 29 10.3 Work Not Required by Contract 14.1 Schedule of Values„ .............. •.... •.. • 29 Documents.....................................23 14.2 Application for Progress 10.4 Change Orders 23 Payment..._ ........... .....................29 10.5 Notification of Surety ..__.._.._...........23 14.3 CONTRACTOR'S Warranty of Title 29 CHANGE OF CONTRACT PRICE••...........................23 14.4-14.7 Review of Applications for 11.1-11.3 Contract Price; Claim for Progress Payments ................. 29-30 Adjustment; Value of 14.8-14.9 Substantial Completion............ 30 the Work 23-24 14.10 Partial Utilization 30-31 11.4 Cost of the Work...........................24-25 14.11 Final Inspection............................31 11.5 Exclusions to Cost of the Work ............ 25 14.12 Final Application for Payment•• ...... 31 11.6 CONTRACTOR's Fee.................„.„..25 14.13-14.14 Final Payment and Acceptance ....... 31 11.7 Cost Records 25-26 14.15 Waiver of Claims 31-32 11.8 Cash Allowances...............................26 11.9 Unit Price Work ................................. 26 15. SUSPENSION OF WORK AND TERMINATION 32 CHANGE OF CONTRACT TIMES ............................26 15.1 OWNER May Suspend Work .......... 32 12.1 Claim for Adjustment ....................••. 26 15.2-15.4 OWNER May Terminate................ 32 12.2 Time of the Essence. .......................... 26 15.5 CONTRACTOR May Stop 12.3 Delays BeyondCONTRACTOR's Work or Terminate ....... .......... 32-33 Control 26-27 12.4 Delays Beyond OWNF,R's and 16. DISPUTE RESOLUTION .................................. 33 CONTRACTOR's Control ................. 27 17. MISCELLANEOUS 33 TESTS AND INSPECTIONS; CORRECTION, 17.1 Giving Notice :•.............................. 33 REMOVAL OR ACCEPTANCE OF 17.2 Computation of Times ................... 33 DEFECTIVE WORK..................................................27 17.3 Notice of Claim ........... ................... 33 13.1 Notice of Defects...............................27 17.4 Cumulative Remedies 33 13.2 Access to the Work ......... ...........27 17.5 Professional Fees and Court 13.3 Tests and Inspections; Costs Included .............................33 CONTRACTOR'S Cooperation....,..., 27 17.6 Applicable State Laws ............... 33-34 13.4 OWNER's Responsibilities; Intentionally left blank.......................................35 Independent Testing Laboratory..•...•27 13.5 CONTRACTOR'S EXHIBIT GC -A: (Optional) Responsibilities...............................27 Dispute Resolution Agreement..................... GC -AI 13.6-13.7 Covering Work Prior to Inspec- 16.1-16.6 Arbitration . .,...._. ........ GC -Al tion, Testing or Approval ................. 27 16.7 Mediation ................. I .............. iv EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of -- Bonds and Insurance........................................5.14 defective Work............................10.4.1, 13.5, 13.13 final payment ........................................ 9.12, 14.15 insurance 5.14 ................... ....................................... . other. Work, by CONTRACTOR ..........................7.3 Substitutes and "Or -Equal" Items.,.... 6.7.1 ............... Work by OWNER.............................2.5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities..............................................4.1 site, related Work...............................................7.2 Work,..........................................13.2, 13.14, 14.9 Acts or Omissions--, Acts and Omissions-- CONTRACTOR............_.....................6.9.1, 9.13.3 ENGINEER .......................................... 6.20, 9.13.3 OWNER ................................................... 6.20, 8.9 Addenda --definition of (also see definition of Specifications) ........ (1.6, 1.10, 6.19), 1.1 Additional Property Insurances ................................. 5.7 Adjustm ents-- Contract Price or Contract Times ...........................1.5, 3.5, 4.1, 4.3.2, 4.5.2, ..................... I....... 4.5.3, 9.4, 9.5, 10.2-10.4, .........................................11, 12, 14.8, 15.1 progress schedule.............. ................................. 6.6 Agreement -- definition of......................................................1.2 "All -Risk" Insurance, policy form............................5..6.2 Allowances, Cash....................................................11.8 Amending Contract Documents ................................ 3.5 Amendment, Written -- in general................1.10, 1.45, 3.5, 5.10, 5.12, 6.6.2 ..........................6.8.2, 6.19, 10.1, 10.4, 11.2 ..... 12.1, 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to .9 ..........................10, 9.11, 10.4, 16.2, 16.5 Application for Payment -- definition of......................................................1.3 ENGINEER's Responsibility 9.9 final payment ................. 9.13.4, 9.13.5, 14.12-14.15 in general ..........................2.8, 2.9, 5.6.4, 9.10, 15.5 progress payment ..................................... 14.1-14.7 review of 14.4-14.7 Arbitration 16.1-16.6 ........................................... Asbestos -- claims pursuant thereto..........................4.5.2, 4.5.3 CONTRACTOR authorized to stop Work ..... ,..... 4.5.2 definition of I.A .......................................................... Article or Paragraph Number OWNER responsibility for.............................4.5.1, 8.10 possible price and times change ........................4.5:2 Authorized Variations in Work......... 3.6, 6.25, 6.27, 9.5 Availability of Lands..........................................4.1, 8.4 Award, Notice of --del" coed.......................................1.25 Before Starting Construction...... .. . ....................... 2.5-2.8 Bid --definition of........................1.5 (1.1, 1.10, 2.3, 3.3, ....................... 4.2.6.4, 6.13, 11.4.3, 11.9.1) Bidding Documents --definition of 1.6(6.8.2) Bidding Requirements --definition of..........................................1.7 (1.1, 4.2.6.2) Bonds -- acceptance of....................................................5.14 additional bonds..................................10.5, 11.4.5.9 Cost of the Work..............................„.,...,.,.,..,11.5.4 definition of.......................................................1.8 delivery of...................................................2.1, 5.1 final Application for Payment .................14.12-14.14 general ...................................... 1.10, 5.1-5.3, 5.13, ........................................9.13, 10.5, 14.7.6 Performance, Payment and Other ...__.......,..,.5.1-5.2 Bonds and Insurance --in general .. ..._ ....... ....... ........_.5 Builder's risk "all-risk" policyform .........................5.6.2 Cancellation Provisions, Insurance ......... 5-4.11, 5.8, 5.15 Cash Allowances....................................................11.8 Certificate of Substantial Completion ......... 1.38, 6.30.2.3, ..................................................14.8, 14.10 Certificates of Inspection ...................9.13.4, 13.5, 14.12 Certificates of Insurance._... 17, 5.3, 5.4.11, 5.4.13, .......................5.6.5, 5.8, 5.14, 9.13.4, 14.12 Change in Contract Price -- Cash Allowances .............................................. 11.8 claim for price adjustment............ 4.1, 4.2.6, 4.5, 5.15, 6.8.2, 9.4 ...................9.5, 9.11, 10.2, 10.5, 11.2, 13.9, ............. .....13.13,13.14,14.7,15.1,15.5 CONfRACTOR's fee ......................................... 11.6 Cost of the Work general...............................................11.4-11.7 Exclusions to......:........................................11.5 Cost Records.....................................................11.7 in general.............1.19, 1.44, 9.11, 10.4.2, 10.4.3, 11 Lump Sum Pricing..........................................11-3-2 Notification of Surety........................................10.5 Scope of ......... ......... ......... .........10.3-10.4 Testing and Inspection, Uncovering the Work... I .............................. 13.9 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Unit Price Work 11.9 ........................................... Article or Paragraph Number Value of Work..................................................11.3 Change in Contract Times -- Claim for times adjustment....._..4.1, 4.2.6, 4.5, 5.15, ............ 6.8.2, 9.4, 9.5, 9.11, 10.2, 10.5, 12.1, ............... 13.9, 13,13, 13.14, 14.7, 15.1, 15.5 Contractual time limits ...................................... 12.2 Delays beyond CONTRACTOR's control .........................................:............... 12.3 Delays beyond OWNER's and CONTRACTOR'§ control ............................ 12.4 Notification of surety .........................................10.5 Scope of change........................................10.3-10.4 Change Orders -- Acceptance of Defective Work ......... ........... . .....13.13 Amending Contract Documents., .......... ...........3.5 Cash Allowances 11.8 Change of Contract Price.....................................I I Change of Contract Times...................................12 Changes in the Work ......... ........ ._..... 10 CONTRACTOR's fee 11.6 Cost of the Work.......................................11.4-11.7 Cost Records....................................................11.7 definition of 1.9 emergencies .............. ...........................6.23 ENGINEER's responsibility....... 9.8, 10.4, 11.2, 12.1 execution of.....................................................10.4 Indemnifiction .........................6.12, 6.16, 6.31-6.33 Insurance, Bonds and.......................5.10, 5.13, 10.5 OWNER may terminate ......... .............. 15.2-15.4 OWNERon ............................ 8.6, 10.4 Physical Conditions -- Subsurface and..............................................4.2 Underground Facilities--............................4.3.2 Record Documents ............................ .. 6.19 Scope of Change.......................................10.3-10.4 Substitutes .... ......... ._......., 6.7.3, 6.8.2 Unit Price Work 11.9 value of Work, covered by.................................11.3 Changes in the Work.................................................10 Notification of surety„ ... ................. ...................10.5 OWNER'§ and CONTRACTOR's responsibilities ......... ...................................10.4 Right to an adjustment......................................10.2 Scope of change........................................10-3-10.4 Claims -- against CONTRACTOR .6.16 against ENGINEER ........................ I................. 6.32 against OWNER...............................................6.32 Change of Contract Price ........................... 9.4, 11.2 Change of Contract Times ...... ......... ... 9:4, 12.1 CONTRACTOR's.............4, 7.1, 9.4, 9.5, 9.11, 10.2, ...........................11.2, 11.9, 12.1, 13.9, 14.8, ............................................15.1, 15:5, 17.3 CONTRACTOR's Fee 11.6 ........................................ 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..............................9.11, 9.12 Dispute Resolution ........ ......... ................16.1 Dispute Resolution Agreement. ...............16.1-16:6 ENGINEER as initial interpretor .......................9.11 Lump Sum Pricing ......................................... 11.3.2 Notice of ............................................................. 17.3 OWNER's.- .................9.4, 9.5, 9.11, 10.2, 11.2, 11.9 ........................ 12.1,13.9,13113,13.14,17.3 OWNER's liability .............................................. 5.5 OWNER may refuse to make payment ................14.7 Professional Fees and Court Costs Included.....................................................17.5 request for formal decision on............................9.11 Substitute Items 6.7.1.2 Time Extension ...... .... .... ......... ...... .:...... ............12.1 Time requirements....................................9.11, 12.1 Unit Price Work .,..,.._. 11.9.3 Value of ............................................................. 11.3 Waiver of --on Final Payment ................. 14.14, 14.15 Work Change Directive......................................10.2 written notice,required ......................9.11, 11.2, 12.1 Clarifications and Interpretations........... 3.6.3, 9.41 9.11 Clean Site............................................................ 6.17 Codes of Technical Society, Organization or Association ...................... .......... ... .................. ..... 3.3.3 Commencement of Contract Times ..........................2.3 Communications-- general..............................................6.2, 6.9.2, 8.1 Hazard Communication Programs .....................6.22 Completion -- Final Application for Payment .........................14.12 Final Inspection .................... 14.11 Final Payment and Acceptance...............14.13-14.14 Partial Utilization............................................14.10 Substantial Completion .......................1.38, 14.8-14.9 Waiver of Claims ............................................. 14.15 Computation of Times...............................17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others ................................................... 6.8-6.11 Conferences -- initially acceptable schedules.... 11........................ 2.9 preconstruction.................................................. 2.8 Conflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report .......................... 2.5, 3.3.2 Construction, before starting by CONTRACTOR ............................................ 2.5-2.7 Construction Machinery, Equipment, etc, ................. 6.4 Continuing the Work „ ........... ,,.,, 6.29, 10.4 Contract Documents -- Amending..........................................................3.5 Bonds............................................................. 5.1 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Cash Allowances 11.8 ................................................ Article or Paragraph Number Change of Contract Price ........................... .......... 11 Change of Contract Times ................................... 12 Changes in the Work................................10.4-10.5 check and verify.,.., ........ 2.5 Clarifications and Interpretations .........................3.2, 3.6, 9.4, 9.11 definition of 1.10 ENGINEER as initial interpreter of .................. 9.11 ENGINEER as OWNER's representative.............9.1 general3 Insurance...........................................................5.3 Intent ......................................................... 3.1-3.4 minor variations in the Work... ........................... 3.6 OWNER's responsibility to furnish data...............8.3 OWNER's responsibility to make prompt payment ..........................8.3, 14.4, 14.13 precedence ............. ......... ................3.1, 3.3.3 Record Documents............................................6.19 Reference to Standards and Specifications of Technical Societies...................................3.3 Related Work.....................................................7.2 Reporting and Resolving Discrepancies ......... 2.5, 3.3 Reuse of............................................................. 3.7 Supplementing .................................................. 3.6 Termination of ENGINEER's Employment.......... 8.2 Unit Price Work 11.9 variations .......................................... 3.6, 6.23, 6.27 Visits to Site, ENGINEERs................................ 9.2 Contract Price -- adjustment of ................ 3.5, 4.1, 9.4, 10.3, 11.2-11.3 Changeof...........................................................11 Decision on Disputes........................................9.11 definition of ....................................................... 1.11 Contract Times -- adjustment of ..........................3.5, 4.1, 9.4, 10.3, 12 Change of................................................12.1-12.4 Commencement of 2.3 definition of .................................................... 1.12 CONTRACTOR -- Acceptance of Insurance .................................. 5.14 Communications......................................6.2, 6.9.2 Continue Work ........................................ 6.29, 10.4 coordination and scheduling............................6.92 definition of 1.13 Limited Reliance on Technical Data Authorized.....................:........_..........4.2.2 May Stop Work or Terminate............................15.5 provide site access to others..,,.,.,, ..... 7.2, 13.2 Safety and Protection..,,..,,..,. 4.3.1.2, 6.16, 6.18, ........... :.......................... 6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal ......................................... 6.25 Stop Work requirements .................. I...............4.5.2 CONTRACTOR's- Article or Paragraph Number Compensation ................. .. .. ......... *..... ........ 11.1-11.2 Continuing Obligation.....................................14.15 Defective Work ................................ 9.6, 13.10-13.14 Duty to correct defective Work ............... I ....... .._13.11 Duty to Report -- Changes in the Work caused by Emergency........................................... 6.23 Defects in Work of Others.............................7.3 Differing conditions ................... ................ 4.2.3 Discrepancy in Documents........ 2.5, 3.32, 6.14.2 Underground Facilities not indicated ........... 4.3.2 Emergencies................................................ ..... 6.23 Equipment and Machinery Rental, Cost of the Work...........................................11.4.5.3 Fee --Cost Plus..........................11.4.5.6, 11.5.1, 11.6 General Warranty and Guarantee .. ............ .....6.30 Hazard Communication Programs ............ .....6.22 Indemnification ........................6.12, 6.16, 6.31-6.33 Inspection of the Work„ ................................. 7.3, 13.4 Labor, Materials and Equipment ....................6.3-6.5 Laws and Regulations, Compliance by..,...,...,, 6.14.1 Liability Insurance .............. .. .............................. 5.4 Notice of Intent to Appeal .........................9.10, 10.4 obligation to perform and complete theWork.....................................I..............6.30 Patent Fees and Royalties, paid for by ................ 6.12 Performance and Other Bonds ............................. 5.1 Permits, obtained and paid for by. ...... .....0.13 Progress Schedule ...........................2.6, 2.8, 2.9, 6.6; ........................................6.29, 10.4, 15.2.1 Request for formal decisionon disputes .............. 9.11 Responsibilities -- Changes in the Work .................................. 10.1 Concerning Subcontractors, Suppliers and Others......................................6.8-6.11 Continuing the Work ..........................6.29, 10.4 CONTRACTOR's expense .........................„6.7.1 CONTRACTOR's General Warranty and Guarantee.......................................6.30 CONTRACTOR'S review prior to Shop Drawing or Sample submittal.................6.25 Coordination of Work................................6.9.2 Emergencies ............................................... 6.23 ENGINEER'S evaluation, Substitutes or "Or -Equal" Items.............................6.7.3 For Acts and Omissions of Others.............................6.9.1-6.9.2, 9.13 for deductible amounts, insurance.„.......„ ....5.9 general........................................6, 7.2, 7.3, 8.9 Hazardous Communication Programs ........... 6.22 Indemnification .....................:............. 6.31-6.33 vii ESCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Labor, Materials and Equipment .............. 6.3-6.5 Laws and Regulations.................................6.14 Liability Insurance ........................................ 5.4 Article or Paragraph Number Notice of variation from Contract Documents ........................................... 6.27 Patent Fees and Royalties ............................. 6.12 Perm its........................................................ 6.13 Progress Schedule ......................................... 6.6 Record Documents ....:.................................. 6.19 related Work performed prior to ENGINEER's approval of required subm ittals 6.28 safe structural loading.................................6.18 Safety and Protection ....................6.20, 7.2, 13.2 Safety Representative .............. ........ .... . ... .....6.21 Scheduling the Work .. ......... .........6.9.2 Shop Drawings and Samples ......... ....... 6.24 Shop Drawings and Samples Review by ENGINEER.....................................6.26 Site Cleanliness 6.17 Submittal Procedures ................................... 6.25 Substitute Construction Methods and Procedures.....................................6.7.2 Substitutes: and "Or -Equal" Items................6.7.1 Superintendence ................. ......................6.2 Supervision ............................... ..................6.1 Survival of Obligations................................6.34 Taxes ........................................................... 6.15 Tests and Inspections........... I.......................13.5 ToReport .......................................... Use of Premises ...............:.....6.16-6.18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal ........................................ 6.25 Right to adjustment for changes in the Work ,....10.2 right to claim ............. 4, 7.1, 9.4, 9.5, 9.11, 10.2,11.2, ...,.,11.9,12.1,13.9,14.8,15.1,15.5,17.3 Safety and Protection .................. 620-6.22, 72, 13.2 Safety Representative ....... ............................ ...6.21 Shop Drawings and Samples Submittals ..... 6.24-6.28 Special Consultants ................................ .......11.4.4 Substitute Construction Methods and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense .......................................... 6.7.1, 6.7.2 Subcontractors, Suppliers and Others ........... 6.8-6.11 Supervision and Superintendence ......... 16.1, 6.2, 6.21 Taxes, Payment by ........................................... 6.15 Use of Premises 6.16-6.18 Warranties and guarantees ..........................6.5, 6.30 Warranty of Title..............................................14.3 Written Notice Required -- CONTRACTOR stop Work or terminate ........ 15.5 Reports of Differing Subsurface and Physical Conditions .. .. ..... ....... 1...... 4.23 Substantial Completion ................... I ............ viii 14.8 CONTRACTORS --other 7 ........................................... .... Contractual Liability Insurance..............................5.4.10 Contractual Time Limits 12.2 .......................................... Article or Paragraph Number Coordination— CONTRACTOR's responsibility ....................... 6.9.2 Copies of Documents .......... ......... ......... ....... 2.2 Correction Period ................................................... 13.12 Correction, Removal or Acceptance of Defective Work-- in general...................................10.4.1, 13.10-13.14 Acceptance ofDefective Work ..........................13.13 Correction or Removal of Defective Work.................................6.30, 13.11 Correction Period............................................13.12 OWNER May Correct Defective Work..............13.14 OWNER May Stop Work ............. ...............13.10 Cost -- of Tests and Inspections.....................................13.4 Records 11.7 Cost of the Work -- Bonds and insurance, additional ......... I ......... I I.4.5.9 Cash Discounts ................................................ 11.4.2 CONTRACTOR's Fee .............. .... .... ..... ..... ......11.6 Employee Expenses......................................11.4.5.1 Exclusions to... ,. .... . ....11.5 General 11.4-11.5 Home office and overhead expenses ....................11.5 Losses and damages.....................................11.4.5.6 Materials and equipment ........................... 11.4.2 Minor expenses...........................................11.4.5.8 Payroll costs on changes.................................11.4.1 performed by Subcontractors ......... .............1.1.4.3 Records 11.7 Rentals of construction equipment and machinery.......................................11.4.5.3 Royalty payments, permits and license fees.........................................„.11.4.5.5 Site office and temporary facilities ................11.4.5.2 Special Consultants, CONTRACTOR's............ 11.4.4 Supplemental .............................. 11.4.5 Taxes related to the Work............................1.1.4.5.4 Tests and Inspection .......... ... .............. ...............13.4 Trade Discounts .............................................. 11.4.2 Utilities, fuel and sanitary facilities..............11.4.5.7 Work after regular hours .......... I .... I.................11.4.1 Covering Work .... ............................................ 13.6-13.7 Cumulative Remedies 17.4-17.5 Cutting, fitting and patching....................................7.2 Data, to be furnished by OWNER ............................. 8.3 Day --definition of................................................17.2.2 Decisions on Disputes.....................................9.11, 9.12 defective --definition of .................. ...................... . 1.14 defective Work -- Acceptance of.......................................10.4.1, 13.13 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Correction or Removal of......................10.4.1, 13.11 Correction Period 13.12 ............................................. in general.........................................13, 14.7, 14.11 Article or Paragraph Number Observation by ENGINEER ....... ..... .............. ..... 9.2 OWNER May Stop Work ..................... ............ 13.10 Prompt Notice of Defects ... ...... .......... _..............13.1 Rejecting...........................................................9.6 Uncovering the Work ....................................... 13.8 Definitions I Delays _ ...................._... ......... 4.1, 6.29, 12.3-12.4 Delivery of Bonds ..................................................... 2.1 Delivery of certificates of insurance ............................2.7 Determinations for Unit Prices .................................. 9.10 Differing Subsurface or Physical Conditions-- Noticeof.........................................................4.2.3 ENGINEER's Review ....................................... 4.2.4 Possible Contract Documents Change...............4.2.5 Possible Price and Times Adjustments .............. 4.2.6 Discrepancies -Reporting and Resolving................................2.5, 3.3.2, 6.14.2 Dispute Resolution— Agreement. ............................................... l 6.1-16.6 Arbitration ......................................:.......... 16.1-16.5 general l6 Mediation ........................................................16.6 Dispute Resolution Agreement.........................1.6.1-16.6 Disputes, Decisions by ENGINEER .................. 9.11-9.12 Documents -- Copiesof...........................................................2.2 Record 6.19 Reuseof ... .. ........................................................3.7 Drawings --definition of ................... .... ................. .. . 1.15 Easements.............................................................4.1 Effective date of Agreem ent -- definition of..............1.16 Emergencies.........................................................6.23 ENGINEER -- as initial interpreter on disputes .................9.11-9.12 definition of ....................................................... 1.17 Limitations on authority and responsibilities...._ 9.13 Replacement of .................................................. 8.2 Resident Project Representative ...........................9.3 ENGINEER's Consultant -- definition of 1.18 ENGINEER's-- authority and responsibility; limitations on .........9.13 th Authorized Variations in e Work ....................... 9.5 Change Orders, responsibility for ....... 9.7, 10, 11, 12 Clarifications and Interpretations ...............3.6.3, 9.4 Decisions on Disputes ............... I ............... 9.11-9.12 defective Work, notice of...................................13.1 Evaluation of Substitute Items ............................. 6.7.3 Liability...................................................6.32, 9.12 Notice Work is Acceptable..............................14.13 Observations........, ........ .............6.30.2, 9.2 OWNER's Representative ................. I .................. 9.1 Payments to the CONTRACTOR, Responsibility for ......... ............................ 9.9, 14 Recommendation of Payment ....................14-4, 14.13 Article or Paragraph Number Responsibilities --Limitations on ............. ... 9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions ...................... ....... 4.2.4 Shop Drawings and Samples, review responsibility .................. ............................. 6.26 Status During Cmstruction-- authorized'variations in the Work 9.5 Clarifications and Interpretations ..................9.4 Decisions on Disputes ......................... 9.11-9.12 Determinations on Unit Price ........................ 9.10 ENGINEER as Initial Interpreter....,.... 9.11-9.12 ENGINEER's Responsibilities ...9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities .............................. 9.13 OWNER's Representative....... .... 9.1 Project Representative ............. ..9.3 Rejecting Defective Work.. ...................... 9.6 Shop Drawings, Change Orders and Payments....................................9.7-9.9 Visits to Site.................................................9.2 Unit Price determinations 9.10 Visits to Site.......................................................9.2 Written consent required .............................. 7.2, 9.1 Equipment, Labor, Materials and ......................... 6.3-6.5 Equipment rental, Cost of the Work .................. 11.4.5.3 Equivalent Materials and Equipment ......................... error or omissions .................................................... 6.33 Evidence of Financial Arrangements .......................8.11 Explorations of physical conditions ........................4.2.1 Fee, CONTRACTOR's--Costs Plus ..............I............11.6 Field Order -- definition of ....................................................... 1.19 issued by ENGINEER.. . ............................. 3.6.1,9.5 Final Application for Payment...............................14.12 Final Inspection...................................................14.11 Final Payment -- and Acceptance......................................14.13-14.14 Prior to, for cash allo-mnces .............................. 11.8 General Provisions 17.3-17.4 General Requirements -- definition of ....................................................... 1.20 principal references to....... .....2.6, 6.4, 6.6-6.7, 6.24 Giving Notice.........................................................17.1 Guarantee of Work --by CONTRACTOR......., 6.30, 14.12 Hazard Communication Program s.......................... 6.22 Hazardous Waste -- definition of ....................................................... 1.21 general............................................................. 4.5 OWNER's responsibility for..............................8.10 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Indemnification..............................6.12, 6.16, 6.31-6.33 Initially Acceptable Schedules...................................2.9 Inspection -- Certificates of..............................9.13.4, 13.5, 14.12 Final.... ......... ......... .................... 14.11 Article or Paragraph Number Special, required byENGINEER ......................... 9.6 Tests and Approval ............................. 8.7, 13.3-13.4 Insurance -- Acceptance of,, by OWNER ............. I .................. 5.14 Additional, required by changes in the Work ............................................ 11.4,5.9 Before starting the Work.....................................2.7 Bonds and --in general......... ......... .............5 Cancellation Provisions ...................................... . 5.8 Certificates of....................2.7, 5, 5.3, 5.4.11, 5.4.13, ........................5.6.5, 5.8, 5.14, 9.13.4, 14.12 completed operations..............................5.4.13 CONTRACTOR's Liability.... ........ ...........5.4 CONTRACTOR's objection to coverage ............. 5.14 Contractual Liability......................................5.4.10 deductible amounts, CONTRACTOR's responsibility ................................................ 5:9 Final Application for Payment .........................14.12 Licensed Insurers ......................:......................... 5.3 Notice requirements, material changes ........ 5.8, 10.5 Option to Replace ............................................. 5.14 other special insurances....................................5.10 OWNER as fiduciary for insureds ...... ......... 5.12-5.13 OWNER's Liability............................................5.5 OWNER's Responsibility...._..._................._._.....8.5 Partial Utilization, Property Insurance .......... .... 5.15 Property.................................................... .......... Receipt and Application of Insurance Proceeds ............................................... 5.12-5.13 Special Insurance.: ........................................... 5.10 Waiver of Rig}tts.... ......... ......__. ........5.11 Intent of Contract Documents ................................ 3.1-3.4 Interpretations and Clarifications .....................3.6.3, 9.4 Investigations of physical conditions ..........................4.2 Labor, Materials and Equipment..........................6.3-6.5 Lands -- and Easements .................................................... 8.4 Availability of .......................... :.................. 4.11 8.4 Reports and Tests.........., ................................. 8.4 Laws and Regulations --Laws or Regulations -- Bonds .......................................................... 5.1-5.2 Changes in the Work........................................10.4 Contract Documents .......................................... 3.1 CONTRACTOR's Responsibilities .....................6.14 Correction Period, defective Work....................13.12 Cost of the Work, taxes ......... ................ 11.4.5.4 definition of ....................................................... 1.22 general6.14 Indemnification .................................. ...... x 6.31-6.33 Insurance...........................................................5.3 Precedence................................................3.1, 3.3.3 Reference to 3.3.1 ................................................ Safety and Protection................................6.20, 13.2 Subcontractors, Suppliers and Others ....... ,..,6.8-6.11 Article or Paragraph Number Tests and Inspections ............ ........... ,,.......... 13.5 Use of Premises.......... 6.16 Visits to Site ........................................................ 9.2 Liability Insurance-- CONTRACTOR's............................................... 5.4 OWNER's 5.5 Licensed Sureties and Insurers ................................. 5.3 Liens— Application for Progress Payment ...................... 14.2 CONTRACTOR's Warranty of Title...................114.3 Final Application for Payment .........................14.12 definition of .............. . . ...... ............... . 1 23 Waiver of Claims ......... 14.15 Limitations on ENGINEER's authority and responsibilities .................................................. 9.13 Limited Reliance by CONTRACTOR Authorized...................................................... 4.2.2 Maintenance and Operating Manuals-- Final Application for Payment .........................14.12 Manuals (of others) -- Precedence .... , ... _......................................... 3. 3.3.1 Reference to in Contract Documents ................. 3.3.1 Materials and equipment -- furnished by CONTRACTOR...... I ....................... 6.3 not incorporated in Work...................................14.2 Materials or equipment --equivalent ....................... 6.7 Mediation (Optional)..............................................16.7 Milestones --definition of........................................1.24 Miscellaneous -- Computation of Times.....................................17.2 Cumulative Remedies..... 17.4 Giving Notice....................................................17.1 Notice of Claim 17.3 Professional Fees and Court Costs Included........ 17.5 Multi -prime contracts.................................................7 Not Shown or Indicated 4.3.2 Notice of -- Acceptability of Project ....... ..................... ........14.13 Award, definition of ...... ......... ............. 1.25 Claim 17.3 Defects,13.1 Differing Subsurface or Physical Conditions....., 4.2.3 Giving............................................................17.1 Tests and Inspections........................................13.3 Variation, Shop Drawing and Sample ................6.27 Notice to Proceed -- definition of.....................................................1.26 givingof ............ ............................................ I.. 2.3 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as -hereinafter provided) makes an award. The term "Bidding Documents" includes. the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority, to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business, in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in.Section 00420. Rev10/20/07 Section 00100 Page 1 Notification to Surety ......... ............................ ......... j 0.5 Observations, by ENGINEER......... .................. 6.30, 9.2 Occupancy of the Work .................. 5.15, 6.30.2.4, 14.10 Omissions or acts by CONTRACTOR................6.9, 9.13 Open Peril policy form, Insurance ...........................5.6.2 Option to Replace .................................................. 5.14 Article or Paragraph Number "Or Equal" Items......................................................6.7 Other work 7 Overtime Work --prohibition of ................................. 6.3 OWNER -- Acceptance of defective Work .......................... 13.13 appoint an ENGINEER. ...................................... 8.2 as fiduciary...............................................5.12-5.13 Availability of Lands, responsibility ............. :...... _4.1 definition of ....................................................... 127 data, furnish......................................................8.3 May Correct Defective Work...........................1.3.14 May refuse to make payment .......................... 14.7 May Stop the Work.........................................13.10 May Suspend Work, Terminate ...........................8.8, 13.10, 15.1-15.4 Payment, make prompt.....................8.3, 14.4, 14.13 performance of other work ................................. 7.1 permits and licenses, requirements..........., 6.13 purchased insurance requirements ...............5.6-5.10 OWNER's-- Acceptance of the Work..............................6.30.2.5 Change Orders, obligation to execute......... 8.6, 10.4 Communications .. ............................................... 8.1 Coordination of the Work .................................... 7.4 Disputes, request for decision............................9.11 Inspections, tests and approvals..................8.7, 13.4 Liability Insurance..............................................5.5 Notice of Defects ............................................... 13.1 Representative --During Construction, ENGINEER's Status ...................................... 9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ................. 8.10 Change Orders..............................................8:6 Changes it! the Work...................................10.1 communications 8.1 CONTRACTOR's responsibilities .................. 8.9 evidence of financial arrangements, .............. 8.11 inspections, tests and approvals ....................8.7 insurance ....................................................... 8.5 lands and easements ..................................... 8.4 prompt payment by ........................................ 8.3 replacement of ENGINEER ......................... ..8.2 reports and tests............................................8.4 stop or suspend Work..................8.8, 13.10, 15.1 terminate CONTRACTOR's services..........................................8.8, 15.2 separate representative at site ............ 1......... :....... 9.3 testing, independent........................................13.4 use or occupancy of the Work ......................... 5.15, 6.30.2.4, 14.10 written consent or approval required.........................................9.1, 6,3, 11.4 EJCDC GENERAL CONDITIONS 1910-S (1990 EDITIOM w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number written notice required ........................7.1, 9.4, 9.11, ... ......... I.......................11.2, 11.9, 14.7, 15.4 PCBs -- definitionof ............................... .......................1.29 general..............................................................4.5 OWNER's responsibility for................................8.10 Partial Utilization -- definition of...................................................._1.28 general6.30.2.4, 14.10 Property Insurance ............................................ 5.15 Patent Fees and Royalties .... ................ ......... ...........6.12 Payment Bonds ......... ._...5.1-5.2 Payments, Recommendation of..............14.4-14.7, 14.13 Payments to CONTRACTOR and Completion -- Application for ProgressPayments ......................14.2 CONTRACTOR's Warranty of Title .................... 14.3 Final Application for Payment .........................14.12 Final Inspection..............................................14.11 Final Payment and Acceptance ............... 14.13-14.14 general........................................................8.3, 14 Partial Utilization 14.10 Retainage..........................................................14.2 Review of Applications for Progress Payments ............................ . ..1414-14.7 prompt payment..................................................8.3 Schedule of Values ............................................ 14.1 Substantial Completion..............................1.4.8-14.9 Waiver of Claims ............................................. 14.15 when payments due ................................ 14.4, 14.13 withholding payment ......... .....................14.7 Performance Bonds ..... _............................ _........ :5.1-5.2 Permits .............................................................. 6.13 Petroleum -- definition of ....................................................... 1.30 general.............................................................. 4.5 OWNER's responsibility for...............................8.10 Physical Conditions -- Drawings of, in or relating to ........................4.2.1.2 ENGINEER's review......................................... 4.2.4 existing structures............................................4.2.2 general4.21.2.......................................................... Notice of Differing Subsurface or......................4.2.3 Possible Contract Documents Change...............4.2.5 Possible Price and Times Adjustments,,,,,,,,,,,,, 4.2.6 Reports and Drawings......................................42.1 Subsurface and....................................................4.2 Subsurface Conditions .................................... 4.2.1.1 Technical Data, Limited Reliance by CONTRACTOR Authorized ............ ............4.2.2 Underground Facilities-- general......................................................... 4.3 Not Shown or Indicaed ................................ 4.3.2 Protection of.........................................4.3, 6.20 Article or Paragraph Number Shown or Indicated 4.3.1 Technical Data ................................. 4.2.2 Preconstruction Conference.......................................2.8 Preliminary Matters.....................................................2 Preliminary Schedules .............................................. 2.6 Premises, Use of ............................................. 6.16-6.18 Price, Change of Contract..........................................I I Price, Contract --definition of., _....................... 1.11 Progress Payment, Applications for ..........................14.2 Progress Payment--retainage................................... 14.2 Progress schedule, CONTRACTORS ............. 2.6, 2.8, 2.9, ........ *...................... 6.6, 6.29, 10.4; 15.2.1 Project --definition of...............................................1.31 Project Representative-- ENGINEER's Status During Co nstruction ............ 9.3 Project Representative, Resident= -definition of. .......... 1.33 prompt payment by OWNER ..................................... 8.3 Property Insurance-- . Additional.........................................................5.7 general5.6-5.10 Partial Utilization................................5.15, 14.10.2 receipt and application of proceeds....... _.5 ,..12-5.13 Protection, Safety and ............... ....... ....... 6.20-6.21, 13.2 Punch list ............................:.............................. 14.11. Radioactive Material-- defintion of.....................................................1.32. general4.5 OWNER's responsibility for...............................8.10 Recommendation of Payment ................. 14.4, 145, 14.13 Record Documents ......................................... 6.19, 14.12 Records, procedures for maintaining ...........................2.8 Reference Points ......................... .... ........................... 4.4 Reference to Standards and Specifications of Technical Societies ......................................... 3.3 Regulations, Laws and (or).. .................................... 6.14 Rejecting Defective Work..........................................9.6 Related Work -- at Site...............................................:........ 7.1-7.3 Performed prior to Shop Drawings and Samples submittals review.....................6.28 Remedies, cumulative......................................17.4, 17.5 Removal or Correction ofDefective Work................13.11 rental agreements; OWNER approval required..,_11.4.5.3 replacement of ENGINEER, by OWNER ...................... 8.2 Reporting and Resolving Discrepancies................................2.5, 3.3.2, 6.14.2 Reports -- and Drawings ................................................. 4.2.1 and Tests, OWNER's responsibility ..................... A Resident and Project Representative -- definition of....................................................1.33 provisionfor............................................................ 9.3 xii EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Article or Paragraph Number Resident Superintendent, CONTRACTOR's................6.2 Responsibilities— CONTRACTOR's-in general, ................................. 6 ENGINEER's-in general........................................9 Limitations on .......................:...................... 9.13 OWNER's-in general..............................................8 Retainage............................................................1.4 2 Reuse of Documents .......................................... 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal .........................6.25 Review of Applications for Progress Payments.....................................14.4-14.7 Right to an adjustment........................_..._....:........10.2 Rights of Way..........................................................4.1 Royalties, Patent Fees and......................................6.12 Safe Structural Loading..........................................6.18 Safety -- and Protection................................4.3.2, 6.16, 6.18, .. ....... ..............6.20-6.21, 7.2, 13.2 general .................................................... 6.20-6.23 Representative, CONTRACTOR's......................6.21 Samples -- definition of......................................................1.34 general .................................................... 6.24-6.28 Review by CONTRACTOR................................6.25 Review by ENGINEER .............................. 6.26, 6.27 related Work ............................................... 6.28 ....... submittal of ......................................... 6.24.2 ... ......... submittal procedures.........................................6.25 Schedule of progress....._......................2.6, 2.8-2.9, 6.6, ..... ......... ................6.29, 10.4, 15.2.1 Schedule of Shop Drawing and Sample Submittals .. ... ... ... ...................2.6, 2.8-2.9, 6.24-6.28 Schedule of Values..............................2.6, 2.8-2.9, 14.1 Schedules -- Adherence to..................................................15.2.1 Adjusting........................................................... 6.6 Change of Contract Times.................................10.4 Initially Acceptable.. ........ ......... ......2.8, 2.9 Preliminary........................................................2.6 Scope of Changes.......................................10.3-10.4 Subsurface Conditions....................................„..4.2.1.1 Shop Drawings -- and Samples, general ......................... ........ 6.24-6.28 Change Orders & Applications for Payments, and.........................................9.7-9.9 definition of......................................................1.35 ENGINEER's approval of................................3.6.2 ENGINEER's responsibility for review ..................................... 9.7, 6.24-6.28 related Work ....................................... 6.28 ............... review procedures ................... :.... ........2.8, 6.24-6.28 Article or Paragraph Number submittal required...............................................6.24.1 Submittal Procedures 6.25 use to approve substitutions .............................. 6.7.3 Shown or Indicated ................................................ 4.3.1 Site Access......................................................7.2, 13.2 Site Cleanliness 6.17 Site, Visits to -- by ENGINEER...........................................9.2, 13.2 byothers..........................................................13.2 "special causes of loss" policy form, insuranoe 5.6.2 definition of.....................................................1.36 Specifications_ defination of ..........................._...:...................1.36 of Technical Societies, reference to...................3.3.1 precedence ................................ ......... ....3.3.3 Standards and Specifications of Technical Societies ........................................ 3.3 Starting Construction, Before .................. I ............ 2.5-2.8 Starting the Work........... „ ....2.4 Stop or Suspend Work -- by CONTRACTOR...........................................155 by OWNER......................................8.8, 13.10, 15.1 Storage of materials and equipment .....................4.1, 7.2 Structural Loading, Safety........................................6.18 Subcontractor -- Concerning ................................................ 6.8-6.11 definition of ...................................................... 1.37 delays..............................................................12.3 waiver ofrights................................................6.11 Subcontractors --in general.................................6.8-6.11 Subcontracts --required provisions........ 5.11, 6.11, 11.4.3 Submittals— Applications for Payment.................................14.2 Maintenance and Operation Manuals...............14.12 Procedures ........................................................ 6.25 Progress Schedules......................................2.6, 2.9 Samples ................................................... 6.24-6.28 Schedule of Values.....................................2.6, 14.1 Schedule of Shop Drawings and Samples Submissions......................................2.6, 2.8-2.9 Shop Drawings ........................................ 6.24-6.28 Substantial Completion -- certification of............................6.30.2.3, 14.8-14.9 definition of ...................................................... 1.38 Substitute Construction Methods or Procedures ........ 6.72 Substitutes and "Or Equal" Items .... I..........................6.7 CONTRACTOR's Expense. ........................... 6.7.1.3 ENGINEER's Evaluation ................................. 6.7.3 "Or -Equal" ................................................... 6.7.1.1 Substitute Construction Methods xiii EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number or Procedures .......................................... 6.7.2 Substitute Items ............................................. 6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relathg to ........................ 4.2.1.2 ENGINEER's Review ....................................... 4.2.4 general..............................................................4.2 Limited Reliance by CONTRACTOR Authorized................................................4.2.2 Notice of Differing Subsurface or Physical Conditions ......................................... 4.2.3 Physical Conditions.......................................4.2.1.2 Possible Contract Documents Change ............... 4.2.5 Possible Price and Times Adjustments... ....... 4.2.6 Reports and Drawings ................. ... ..................4.2.1 Subsurface and ..................................................... 4.2 Subsurface Conditions at the Site ...................4.2.1.1 Technical Data .................................................. 4.2.2 . Supervision-- CONTRACTOWs responsibility ..........................6.1 OWNER shall not supervise................................8.9 ENGINEER shall not supervise .......... I..... 9.2, 9.13.2 Superintendence ....................... I .............................. 6.2 Superintendent, CONTRACTORsresident ...............6.2 Supplemental costs, ..............................................11.4.5 Supplementary Conditions— defmition of:.....................................................1.39 principal references to .................. 1.10, 1.18, 2.2, 2.7, .......................4.2, 4.3, 5.1, 5.3, 5.4, 5.6-5.9, .....5.11,6.8,6.13,7.4,8.11,9.3,9.10 Supplementing Contract Documents .........................3.6 Supplier -- definition of......................................................1.40 principal references to...........3.7, 6.5, 6.8-6.11, 6.20, ..........................................6.24, 9.13, 14.12 Waiver of Rights...............................................6.11 Surety -- consent to final payment .......................14.12, 14.14 ENGINEER has no duty to .......... ..... . ...... . ...... ... 9-13 Notification of..................................10.1, 10.5, 15.2 qualification of .. ....,5.1-5.3 Survival of Obligations ........................................... 6.34 Suspend Work, OWNER May .......................13.10, 15.1 Suspension of Work and Termination-- ......................15 CONTRACTOR May Stop Work or Terminate...............................................:15.5 OWNER May Suspend Work... _... .....................15.1 OWNER May Terminate.............................15.2-15.4 Taxes --Payment by CONTRACTOR ........................ 6.15 Technical Data -- Limited Reliance by CONTRACTOR ................. 4.2.2 Possible Price and Times Adjustments .............. 4.2.6 Reports of Differing Subsurface and Physical Conditions....................................4.2.3 xiv Temporary construction facilities.............................4.1 Article or Paragraph Number Term ination-- by CONTRACTOR...........................................15.5 by OWNER........................................8.8, 15.1-15.4 of ENGINEER's employment...............................8.2 Suspension of Work-in general .............................15 Terms and Adjectives ................. ...................... ........ 3.4 Tests and Inspections -- Access to the Work, by others ...........................13.2 CONTRACTOR's responsibilities ......................13.5 cost of 13.4 covering Work prior to..............................13.6-13.7 Laws and Regulations(or) ............................... 13.5 Notice of Defects..., ..,,.13.1 OWNER May Stop Work .. ........ ............ ........... 13.10 OWNER's independent testing ..........................13.4 special, required by ENGINEER ...................... 9.6 timely notice required ....................................... 13.4 Uncovering the Work, at ENGINEER's request..................................................13.8-13.9 Times-- Adjusting.......................................................... 6.6 Change of Contract.............................................12 Computation of.................................................17.2 Contract Tim es --definition of ..... .................... ..1.12 day.........................................................17.2.2 Milestones ........................................................ 12 ... Requirements -- appeals................................................. 9.10, 16 clarifications, claims and disputes................„9,11, 11.2, 12 Commencement of Contract Times ................ 2.3. Preconstruction Conference ............................. 2.8 schedules ......................................... 2.6, 2.9, 6.6 Starting the Work.........................................2.4 Title, Warranty of. .......................... I ....................... 14.3 Uncovering Work............................................13.8-13.9 Underground Facilities, Physical Conditions-- definition of ... ........... ...................................... 1.41 Not Shown or Indicated ................................... 4.3.2 protection of ............... ......... ..........4.3, 6.20 Shown or Indicated .......................................... 4.3.1 Unit Price Work-- claims.........................................................1,1.9.3 definition of....................................................1.42 general11.9, 14.1, 14.5 Unit Prices-- generall1.3.1 Determination for..............................„..,.._.......9.10 Use of Premises................................6.16, 6.18, 6.30.2.4 Utility owners ............... 6.13, 6.20, 7.1-7.3, 13.2 Utilization, Partial...................1.28, 5.15, 6.30.2.4, 14.10 Value of the Work .................................................. 11.3 Values, Schedule of..............................2.6, 2.8-2.9, 14.1 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION) w/ aTY OF FORT COLLINS MODIFICATIONS (REV 9/99) Variations in Work --Minor Authorized ................ ._...._............... 6.25, 627, 9.5 Article or Paragraph Number Visits to Site --by ENGINEER....................................9.2 Waiver of Claims --on Final Payment ......................14.15 Waiver of Rights by insured parties..................5.11, 6.11 Warranty and Guarantee, General --by CONTRACTOR.................................:..............6.30 Warranty of Title, CONTRACTORS ........................14.3 Work -- Access to ............................................................ 13.2 byothers, .......... .. . .. . ..... 7 : Changes in the....................................................10 Continuing the..................................................6.29 CONTRACTOR May Stop Work or Terminate 15.5 Coordination of .................................................... 7.4 Cost of the ........................................ ......... 11.4-11.5 definition of ........................................................ 1.43 neglected by CONTRACTOR...........................1.3.14 otherWork............................................................7 OWNER May Stop Work.................................13.10 OWNER May Suspend Work...................13.10, 15.1 Related, Work at Site ..................................... 7.1-7.3 Starting the........................................................2.4 Stopping by CONTRACTOR.............................1.5.5 Stopping by OWNER.................................15.1-15.4 Variation and deviation authorized, minor ............ .3.6 Work Change Directive -- claims pursuant to...... ........................................ 10.2 of definition ....... .................................................. 1.44 principal references to......................3.5.3, 10.1-10.2 Written Amendment -- definition of ........................................................ 1.45 principal references to...............1.10, 3.5, 5.10,15.12, ........................ 6.6.2, 6.8.2, 6.19, 10.1, 10.4, ........................ 11. 2, 12.1, 13.12.2, 14. 7. 2 Written Clarifications and Interpretations...................................3.6.3, 9.4, 9.11 Written Notice Required— byCONTRACTOR............................7.1, 9.10-9.11, ........................................... 10.4, 11.2, 12.1 by OWNER ....................9.10-9.11, 10.4, 11.2, 13.14 xv EJCDC GENERAL CONDITIONS 1910-3 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) (This page left blank intentionally) xvi EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) GENERAL CONDITIONS ARTICLE 1--DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1. Addenda --Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents.. 1.2. Agreement —The written contract between OWNER and CONTRACTOR covering the Work to be perforated; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment —The form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1.4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 1.5. Bid —The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Documents —The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Bidding Requirements --The advertisement or invitation to Bid, instructions to bidders, and the Bid form. 1.8. Bonds —Performance and Payment bonds and other instruments of security. 1.9. Change Order —A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.10. Contract Documents —The Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1 and 3.6.3 on or alter the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 627 and the reports and drawings referred to in paragraphs 4.2.1 and 4.2 2 are not Contract Documents. 1.11. Contract Price —The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times —The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete .the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. 1.13. CONTRACTOR --The person, firm. or corporation with whom OWNER has entered into the Agreement. 1.14. defective —An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.17. ENGINEER —The person, firm or corporation named as such in the Agreement. 1.18. ENGINEER's Consultant --A person, firm or corporation having a contract with ENGINEER to furnish services as ENGINEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Order --A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. 1.20. General Requirements —Sections of Division 1 of the Specifications. 1.21. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. Laws and Regulations; Laws or Regulations --Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1.22.b. Legal Holidays --shall be those holidays observed by the City of Fort Collins. 1.23. Liens --Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice ofAward—A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein within the time specified, OWNER will sign and deliver the Agreement. 1.26. Notice to Proceed -A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 1.27. OWNER —The public body or authority, corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided: 1.28. Partial Utilization=Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29. PCBs —Polychlorinated biphenyls. 1.30. Petroleum --Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse; gasoline, kerosene and oil muted with other non -Hazardous Wastes and crude oils. 1.31. Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32.1. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC GENERAL. CONDITIONS 1910,8 (1990 Et itim) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32.6. Regular Working Hours --Regular working hours are defined as 7.00am to 6:00pm unless otherwise specified in the General Requirements. 1.33. Resident Project Representative —The authorized representative of ENGINEER who may be assigned to the site or any part thereof 1.34. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged 1.35. Shop Drawings --All drawings, diagrams; illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1.36. Specifications —Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details.applicable thereto. 1.37. Subcontractor --An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1.38. Substantial Completion --The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGINEER's definiiive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 1.39. Supplementary Conditions —The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier —A manufacturer, fabricator, supplier, distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price Work —Work to be paid for on the basis of unit prices. 1.43. Work --The entire completed construction or the various separately identifiable parts thereof required to be famished under the Contract. Documents. Work includes and is the result of performing or furnishing labor and famishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. 1 A4. Work Change Directive —A written directive to CONTRACTOR., issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in pamgraph4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or.the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Written Amendment ---A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2—PRELIMINARY MATTERS Delivery of Bonds: 2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents: 2.2. OWNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Times; Notice to Proceed• 2.3. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement, or, EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement i Re event ill the, Pentmet Times eenEfi,em e Fun h lam., h ..:w: R .l .. Aer- the day lay after- the Effeetive Dot Starting the Work: 2.4. CONTRACTOR shall start.to perform the Work on the date when the Contract Tunes commence to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.62. a preliminary schedule.of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.2.1. In no case will a schedule be acceptable which allows less than 21 calendar days for each review by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction Such prices will include an appropriate amount of overhead and profrt.applicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR and OkW RFR shall eaeh deliver to the other OWNER, with copies to ENGINEER certificates of insurance (and other evidence of insurance reaspaRbly roqueq requested by OWNER) which CONTRACTOR w_a OW ion Fe el ^ v is required to purchase and maintain in accordance with paragraphs 5. ^, `TAU and 5. . Preeonstruction Conference: 2.8. Within twenty days after the Contract Times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER 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 2.6, procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records. Initially Acceptable Schedules: 2.9. Unless otherwise provided in the Contract Documents , at least ten days befffe submissien of the fir Application for Pa before any work at the site begins, a conference attended by CONTRACTOR, ENGINEER and others as apprepriate designated by OWNER will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division I - General Requirements. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance. ARTICLE 3--CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE Intent: 3.1. The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the Work. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to EJCDC GENERAL CONDITIONS 19103 (1990 Edition) wl CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Standards and Specifications of Technical Societies; Reporting and Resolving Discrepancies: 3.3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 3.3.2. If during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6, provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between the provisions of the'Contract Documents and: 3.3.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of. the bidder to perform the contract or provide. the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4,. that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Rev10/20/07 Section 00100 Page 2 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). own risk. No provision of any such standard, specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER or. any of ENGINEER's Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Supplementing Contract Documents: 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terns and conditions thereof in one or more of the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6.2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse ofDoeunrents: 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization 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 thereof) prepared by or bearing the seal ofENGINEER or ENGINEER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER ARTICLE 4--AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availability ojLands.- 4.1. OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of --way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR statement of reeord legal title and legal deseription of the lands upen whieh the Work is te be pfffimmed an iOW r!!Vs interest therein as ee7—forgivinge nat'ee aceeFdance with ppl able Laws and Regina OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of - way or easements, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4 2. Subsurface and Physical Conditions: 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of 4.2.1.1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Physical Conditions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Authorized, - Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, 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 rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.2.2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information: 4.2.3. Notice of Differing Subsurface or Physical Conditions: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either: 4.2.3.1. is of such a nature as to establish that any "technical .data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require a change in the Contract Documents, or 4.2.3.3. differs materially from that shown or EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. ENGINEER's R(Mew: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto and advise OWNER in. writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5. Possible Contract Documents Change: If ENGINEER concludes 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 provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Times Ai*ustments: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of, or time required for performance of the Work; subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedentto entitlement to any such adjustment; 4.2.6.3. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if, 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.2. the existence of such condition could reasonably have been discovered 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 CONTRACTOWs making such final commitment; or 4.2.6.4.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles i l and 12. However, OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for anv claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3. Physical Conditions —Underground Facilities: 4.3.1. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents,(iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv)the safety and protection of all such Underground Facilities as provided in pamgmph6.20 and repairing any damage thereto resulting from the Work. 4.32. Not Shoup or Indicated.• If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, pfemptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or perform ing,any Work in connection therewith (except in an emergency as required by paragraph 6.23), identify the owner of such Underground Facility and EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) give written notice to that owner and to OWNER and ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents 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 time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph 6.20. CONTRACTOR shell mina y be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the 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 have 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 Contract Times, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. However, OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points. 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Petroleum, hazardous Waste or Radioactive Material: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. n c rn TTD nrTnD shall immediately! 0) r n OII7NFR ....,1 LTT(_1Tti.•CD (and lherpnftef-emf:..m such notice ui wrAin6. GIAWER shall promptly ..ult with L'T.T!`_TATEE a ,. the necessity C..- rnrrrD nrTnD ,...e :,,t , 0) ,.:a.:n Work—may—be--resumed—safely—If—©VAIFER-and either party may a wlaam- uh-erefef as provided in n.«:..1As I I and l'1....d 7'1 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY.OF FORT COLLINS MODIFICATIONS (REV 4/2000) ARTICLE 5--BONDS AND INSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR'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, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit StafE Bureau of Government Financial Operations, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER. 5.3. Licensed Sureties and Insurers; Certificates of Insurance. 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions: 5.3.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or anv other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. OWNER she deliwtr te C01%TDAGTOR .4 eepies to eae 1. Faquifed to pumhasa And maintain in aceordame with paragra s S. 6- An hereof-. CONTRACTOR's Liability Insurance: 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance 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 perform or furnish any of the Work, or by anyone for whose acts any of them may be liable: 5.4.1. claims under workers' compensation, disability benefits and other similar employee benefit acts; 5.4.2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; 5.4.5. claims for damages, other than to the Work itself because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9 include as additional insureds (subject to any customary exclusion in respect of professional liability), OWNER, ENGINEER, ENGINEER's Consultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific coverages and he written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater, 5.4.9. include completed operations insurance; EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 5:4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6.33; 5.4.11. contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph5.3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be corTecting, removing or replacing defective Work in accordance with paragraph 13.12, and 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter). OWNER's Liability Insurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Property Insurance: 5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in the I.A.Tefl- to the extent of any deduetible amounts that ar identifted in the Supplementafy Ganditiam. The risk- -of 1— (V X"n A!`T!"1D 9..4.,.....t.... Or ,.al.�..,....,CFe�:..,... S. 1...." .....7 :F .. ,.F tl."... .t.:..hes property Purchase and maintain it at the purehasees awn expense. EJCDC GENERAL CONDITIONS 1910-8 (1990 Ed tion) .w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 5.1 t I OWNER and OONTP ACTOR intend that ..tt and 5.7 will protect Oum1cD (;Q r,q ArmnD Stibeentraeters RIGP E >: G9W±ERR Consultants and A other persons OF estitip-'q idontifiod ill videpritnar-yeevefeef r All legsw; and damages eaused perils eovered thereby. AJI in the event of payment of ariy loss or damage th insurers -will -have -no -rights -of -recovery -against, any -of the insureds or additional irisweds eFeu—'er. us" es aftd agents for all losses an art), of the perils covered by su(;h polieies and aft), other- prep", insuranee Rpplieable to the Work-; and; in additiert waive all queh rights again Subeentracters, FPIEiPFEER; ENGPTEER2s C-enq-1tants And All other- persons or entities identified . . the. Supplementary Genditiew to be listed 'sad. None of the Rhevg Waiver ..1."11 nd tl.e ..1,." tt... sueh waiver may have te the preeeeds of Vela by (lkVNED .. ..tl..�..:.:..e IoGs or damage to the completed Proje�.;,rt„v part thereof e.^.; sed b arising out of e fesultiM fi�� fire or other insured peril coveTe by an), property insurance Friaipitained on th during partialy vutllization pnastte't pur-suarit to paragraph 144-3, Receipt and Application ojlnsurance Proceeds 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be 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 received, and shall distribute it in accordance with such agreement as the parties in interest may reach If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have 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 loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach If no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers and, if _ _ed :writiraby s Acceptance ojBonds and Insurance; Option to Replace: 5.14. If OWNER has any objection to the coverage afforded by or other provisions of the Bends er insurance required to be purchased and maintained by the ethef p" CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting pefty shall se netib, the other pafty OWNER will notify CONTRACTOR in writing within ten fifteen days after receipt delivery of the certificates (er othef evidence r@qu@44 to OWNER as required by paragraph 2.7. Partial Utilization —Property Insurance: 5A5. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial EJCDC GENERAL CONDITIONS 191M (1990 E(ition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES Supervision and Superintendence. 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, 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 CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and. expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTOR's representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR Labor, Materials and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of any Work to be performed on Saturday, Sunday, Holidays or outside the Regular Working Hours. 6.4. Unless .otherwise specified in the General Requirements, CONTRACTOR shall famish and assume full responsibility for all materials; equipment, labor, transportation, construction equipment and machinery; tools, appliances, fuel, power, light; heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 6.4.1. Purchasing Restrictions: CONTRACTOR must comply with the City's purchasing restrictions. A copy of the•resolutions are available for review in the offices of the Purchasing and Risk Management Division or the City Clerk's office. 6.4.2. Cement Restrictions: City of Fort Collins Resolution91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that bum hazardous waste as:a fuel. 6.5. All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule: 6.6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.9) proposed adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of paragraph 12.1. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Substitutes and "Or-Equal"Items. 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of'a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description 12 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) contains or is followed by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, other items of material or.equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1. 'Or -Equal". If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance ofproposed substitute items. 6.7.1.2. Substitute Items: If in ENGINEER'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 be considered a proposed substitute item. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified. The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all' of which will be CONTRACTOR shall perform not less than 20 considered by ENGINEER in evaluating the percent of the Work with its own forces (that is, proposed substitute. ENGINEER may require without subcontracting). The 20 percent requirement CONTRACTOR to furnish additional data about shall be understood to refer to the Work the value of the proposed substitute. which totals not less than 20 percent of the Contract Price. 6.7.1.3. CONMACTOR' Expense: All data to be provided by CONTRACTOR in support of any 6.8.2. ita„. Conditions Bidding proposed "or -equal" or substitute item will be at Documents require the identity of certain CONTRACTOR's expense. Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the 6.7.2. Substitute Construction Methods or principal items of materials or equipment) to be Procedures: If a specific means, method, technique, submitted to OWNER sequence or procedure of construction is shown or date prior to the Effective Date of the Agreement for indicated in and expressly required by the Contract acceptance by OWNER and ENGINEER,--&rtd—if Documents, CONTRACTOR may furnish or utilize a GG*URAGTOR has -ubffl:»ea a list thefeef :- substitute means, method, technique, sequence or asset .,,-. s@ with the guppleme„. renditien- procedure of construction acceptable to ENGINEER. OWNER's or ENGINEER's acceptance (either in CONTRACTOR shall submit sufficient information to writing or by failing to make written objection thereto allow ENGINEER, in ENGINEER's sole discretion, to by the date indicated for acceptance or objection in determine that the substitute proposed is equivalent to the bidding documents or the Contract Documents) of that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.7.1 2. hasiq of reAsonahie objection after due investigation; in .high C-Q4TR^CTnn mgihm6t 6.7.3. Engineers Evaluation: ENGINEER will be Anse ghAll Fin aeeeptable substitute, the Gen"et Priee will be allowed a reasonable time within which to evaluate adjusted by the diff4ense in the n„-« ~6Msione 1 by each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the will be-iss ~' ~- "'- " ~ ^ ~ ~ ' ~ ~' ~ ' will sole judge of acceptability. No "or -equal" or constitute a condition of the Contract requiring the substitute will be ordered, installed or utilized without use of the named subcontractors, suppliers or other ENGINEER's prior written acceptance which will be persons or organization on the Work unless prior evidenced by either a Change Order or an approved written approval is obtained from OWNER and Shop Drawing. OWNER may require ENGINEER No acceptance by OWNER or CONTRACTOR to fumish at CONTRACTOR's ENGINEER of any such Subcontractor, Supplier or expense a special performance guarantee or other other person or organization shall constitute a waiver surety with respect to any "or -equal" or substitute. of any right of OWNER or ENGINEER to reject ENGINEER will record time required by defective Work. ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by 6_9. CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract 6.9.1. CONTRACTOR shall be fully responsible to Documents (or in the provisions of any other direct OWNER and ENGINEER for all acts and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. Whether or not ENGINEER and organizations performing or furnishing any of the accepts a substitute item so proposed or submitted by Work under a direct or indirect contract with CONTRACTOR, CONTRACTOR shall reimburse CONTRACTOR just as CONTRACTOR is OWNER for the charges of ENGINEER and responsible for CONTRACTOR's own acts and ENGINEER's Consultants for evaluating each such omissions. Nothing in the Contract. Documents shall proposed substitute item. create for the benefit of any such Subcontractor, Supplier or other person or organization any 6_8. Concerning Subcontractors, Suppliers and contractual relationship between OWNER or Others: ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any 6.8.1. CONTRACTOR shall not employ any obligation on the part of OWNER or ENGINEER to Subcontractor, Supplier or other person or organization pay or to see to the payment of any moneys due any (including those acceptable to OWNER and such Subcontractor, Supplier or other person or ENGINEER as indicated in paragraph 6.8.2), whether organization except as may otherwise be required by initially or as a substitute, against whom OWNER or Laws and Regulations. OWNER or ENGINEER may ENGINEER may have reasonable objection. furnish to any subcontractor, supplier or other person CONTRACTOR shall not be required to employ any or organization evidence of amounts paid to Subcontractor, Supplier or other person or organization CONTRACTOR in accordance with to furnish or perform any of the Work against whom CONTRACTOR'S "Applications for Payment". CONTRACTOR has reasonable objection. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 6.92: CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR 6.10. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work performed for CONTRACTOR by. a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. Whenever any sueh agFeemont is with a 9,.l..,..,.*..,Gter of Cuppl:e. .. he is listed ,. waivesadditional insured en the prepefty nee'previded in contain provisions whereby the Sube - allll_ fights against OWNER, CONTRACTOR, IPIGP;EEP�, and nil PAOF lr,, If t1, «.....ers--eii-aim-suers-policies-requi i my Subeordraetor or Supplier C;0T -R AC-TnD ...:II ehtnin the :n r Patent Fees and Royalties: 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident. to the use in the performance of the Work or the incorporation in the Work of any invention, design; process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the exisfence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. 14 EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) w/ CITY.OF FORT COLLINS MODIFICATIONS (REV 4/2000) Permits: 6.13. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6,a Laws and Regulations: 6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Taxes. 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes .required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.15.1. OWNER is exempt from Colorado State and local sales and use taxes on materials to be permanently incorporated into the project. Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for, and receive, a Certificate of Exemption from the Colorado Department of Revenue for construction materials to be physically incorporated into the project. This Certification of Exemption provides that the CONTRACTOR shall neither pay nor include in his Bid Sales and Use Taxes on those building and construction materials physically incorporated into the protect. Address: Colorado Department of Revenue State Capital Annex 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or,intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only ,questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in, the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will. be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of substantially (the Contract days within which, or the date by which the Work is to be complete and .also completed and ready for Final Payment Times) are set forth in the Agreement. Rev10/20/07 Section 00100 Page 3 1375 Sherman Street Denver, Colorado, 80261 Sales and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are collected by. the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State collected taxes), on any items other than construction and building materials physically incorporated into the project are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use of Premises: 6.16. CONTRACTOR 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 permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for 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 performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER ENGINEER or any other parry indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.4) 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 available to ENGINEER for reference. Upon completion of the Work, and prior to release of fmal pavment, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Safety and Protection: 6.20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons on the Work site or who may be affected by the Work; 6.20.2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off 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 Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6.20.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable; and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTORS duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety Representative: CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard Communication Programs: 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations. Emergencies. 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action 6.24. Shop Drawings and Samples: 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 6.24.2. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited 16 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) purposes required by paragraph 626. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures: 6.25.1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 6.25.1.3. all information relative to CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents, 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation. 6.26. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures .of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a. separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.27. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by ENGINEER as required by paragraph 2.9, any related Work performed prior to ENGINEER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR._ Continuing the Work: 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. CONTRACTOR's General Warranty and Guarantee: 6.30.1. CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal usage. 6.30.2, CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 6.30.2.2. recommendation of any progress or final payment by ENGINEER; 6.30.2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.30.2.5. any acceptance by OWNER or any failure to do so; 6.30.2.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. any correction of defective Work by OWNER - Indemnification: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, . ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable. to bodily injury; sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 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, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph 6.31 shall not extend to the liability of ENGINEER and ENGINEER's Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Survival of Obligations: 6.34. All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents„ will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OWNERS 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 that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRACTOR prior to starting any such other work and (ii) CONTRACTOR may make a claim therefor as provided in Articles 11 and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the parties are unable to agree as to the am ount or extent thereof. 7.2. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the additional work with OWNEWs employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR. shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable 18 EJCDC GENERAL CONDITIONS 1910.8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER 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. CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work. Coordination: 7.4. If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination ARTICLE 8--OWNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer against whom GGNTRACTOR makes. 4ten� whose status under the Contract Documents shall be that of the former ENGINEER 8.3. OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14.13. 8.4. OWNERS duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph4.2 refers to OWNERSs identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. and maintaining liability find piepeity insurance are set 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OIWER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, 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 performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION OWNER's Representative: 9.1. ENGINEER will be OWNEWs representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER Vsits to Site: 9.2. . ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EJCDC GENERAL, CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2006) that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to determine, in general, 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. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of confidence 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. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without Limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have authority over or be responsible for 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 performance of the Work. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs 9.3 and 9.13 and in the Supplemen ^^ Conditions of these General Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee; the responsibilities and authority and limitations thereon of such other person will be as provided in the Supplementary CoMitia paragraph 9.3 of these General Conditions. If the ENGINEER furnishes a Resident Project Representative (RPR) or other assistants, or if the OWNER designates a Representative or agent, all as provided in paragraph 9.3 of the General Conditions, these Representatives shall have the authority and limitations as provided in paragraph 9.13 of the General Conditions and shall be subject to the following: 9.3.1. The Representative's dealings in matters pertaining to the on -site work will, in general, be with the ENGINEER and CONTRACTOR But, the Representative will keep the OWNER properly advised about such matters. The Representative's dealings with subcontractors will only be through or with the full knowledge and approval of the CONTRACTOR. 9.3.2. Duties and Responsibilities. Representative will: 9.3.2.1.Schedules - Review the progress 19 schedule and other schedules prepared by the CONTRACTOR and consult with the ENGINEER concerning acceptability. 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, progress meetings and other job conferences and prepare and circulate copies of minutes of meetings. 9.3.2.3. Liaison 9.3.2.3.1. Serve as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding the Contract Documents. 9.3.2.3.2. Assist in obtaining from OWNER additional details or information when required, for proper execution of the Work. 9.3.2.3.3. Advise the ENGINEER and CONTRACTOR of the commencement of My Work requiring a Shop Drawing or sample submission if the submission has not been approved by the ENGINEER 9.3.2.4.Review of Work, Rejection of Defective Work, Inspections and Tests - 9.3.2.4.1. Conduct on -site observations of the Work in progress to assist the ENGINEER in determining that the Work is proceeding in accordance with the Contract Documents. 9.3.2.42. Report to the ENGINEER whenever the Representative believes that the Work is unsatisfactory, faulty or defective or does not. conform to the Contract Documents, or has been damaged or does not meet the requirements of any inspections, tests or approvals required to be made: and advise the ENGINEER when he believes work should be corrected or rejected or should be uncovered for observation or requires special testing, inspection or approval. 9.3.2.4.3. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Proiect, record the results of these inspections and report to the ENGINEER. 9.3.2.5. Interpretation of Contract Documents. Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the ENGINEER 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions for EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 20 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) modification in Drawings or Specifications and report these recommendations to ENGINEER. Accurately transmit to CONTRACTOR decisions issued by the ENGINEER 9.3.2.7. Records. 9.3.2.7.1. Maintain at the Representative's office orderly files concerning correspondence, reports of job conferences, Shop Drawings and samples, reproductions or original Contract Documents including all Work Directive Changes, Addenda, Change orders, Field Orders, additional drawings issued subsequent to the execution of the Agreement, ENGINEER'S clarifications and interpretations of the Contract Documents, progress reports and other project docum ents. 9.3.2.7.2. Keep a diary, daily report form, or log book, recording hours on the job site, weather conditions, data relative to questions of work directive changes, 9.3.2.8. Reports. 9.3.2.8.1. Furnish ENGINEER periodic reports, as required, of the progress of the Work and of the CONTRACTOR'S compliance with the progress schedule and schedule of shop Drawing and sample submittals 9.3.2.8.2. Consult with ENGINEER in advance of scheduling, major tests, inspections or start of important phases of the Work. 9.3.2.8.3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from the CONTRACTOR and recommend to ENGINEER Change Orders Work Directive Chances and field orders 9.3.2.8.4. Report immediately to ENGINEER and OWNER the occurrence of any accident. 9.3.2.9. Payment Requests. Review applications for payment with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendation to ENGINEER noting particularly the relationship of the payment requested to the schedule of values, work completed and materials and Nuipment delivered at the site but not incorporated in the Work. 9.3.2.10. Completion 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring correction or completion. 9.3.2.10.2. Conduct final inspection in the company of the ENGINEER OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed. 9.3.2.10.3. Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER concerning acceptance. 9.3.3. Limitation of Authority: The Representative shall not: 9.3.3.1. Authorize any deviations from the Contract Documents or accept any substitute materials or equipment, unless authorized by the ENGINEER 9.3.3.2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents. 9.3.3.3. Undertake any of the responsibilities of the CONTRACTOR Subcontractors, or CONTRACTOR'S superintendent. 9.3.3.4. Advise on, or issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences or procedures for construction unless such is %?gcifrcally called for in the Contract Documents. 9.3.3.5. Advise on or issue directions regarding or assume control over safety precautions and programs in connections with the Work. 9.3.3.6. Accept Shop Drawings or sample submittals from anyone other than the CONTRACTOR. 9.3.3.7. Authorize OWNER to occupy the Work in whole or in part. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by the FNCTINF.ER. Clarifications and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDC GENERAL CONDITIONS 191" (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work: 9.5. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be 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 justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or 12. Rejecting Defective Work: 9.6. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER 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 Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. Shop Drawings, Change Orders and Payments: 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11, and 12. 9.9. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. Determinations for Unit Prices: 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application 21 for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article16, or (it) if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing parry may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the procedures of paragraph 9.11. Decisions. on Disputes.- 9.11. ENGINEER will be the initial interpreter of 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 interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in.no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. ENGINEER's written decision on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC -A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such 22 EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. 9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11, ENGINEER will not show' partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity: The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant to Article 16. 9.13. Limitations on ENGINEER's Authority and Responsibilities: 9.13.1. Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee 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, 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 performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or famish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or .of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CI-IANGES IN THE WORD 10.1. 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 be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are -unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided 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 uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (iii) agreed to by the parties, 10.4.2. changes in the Contract Price or Contract T imes which are agreed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embody, the substance of any written decision rendered. by ENGINEER pursuant to paragraph 9.11; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE 11—CHANGE OF CONTRACT PRICE 11.1. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTORS expense without change in the Contract Price. 112. The Contract Price may only be changed by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11.2. 113. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of 23 paragraphs 11.9.1 through 11.9.3, inclusive); 11.32. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.2); 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11.3.2, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11.6). Cost ofthe Work: 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise 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 shall not include any of the costs itemized in paragraph 11.5. 11.4.1. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall iftelude, but xet be lim ited to; salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and refire ,eat benefits es-, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work after regular working hours, on Saturday; Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 11.4.2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns.from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained 11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, 24 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs l l.4, 11.5, 11.6 and 11.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following 11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. 11.4.5.21. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market .value of such items used but not consumed which remain the property of CONTRACTOR 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether Tented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof —all in accordance with terms of said rental agreements. The rental of any such equipment; machinery or parts shall cease when the use thereof is no longer necessary for the Work. I IA5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11.4.5.6. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the