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HomeMy WebLinkAboutC05-152 Cruz Construction e~6- 162- ~O AGREEMENT FOR GUARDRAIL PROJECT THIS AGREEMENT is dated as of the 29 day of March , 2005,by and between Eagle County, Colorado, a body corporate and politic, acting by and through its Board of County Commissioners (hereinafter called "Owner"), and Cruz Construction, Inc. (hereinafter called "Contractor"), Owner and Contractor, in consideration of the mutual covenants set forth, agree as follows: ARTICLE 1 - WORK Contractor shall complete all work as specified or indicated in the Contract Documents ("Work"), The Work is generally described as: 2005 GUARDRAIL PROJECT AS SPECIFIED IN EXHIBIT "A" which is attached hereto and incorporated by this reference, ARTICLE 2 - OWNER'S REPRESENTATIVE The Project is under the authority of the Eagle County Road & Bridge Department, the Director of which, or his designee, shall be Owner's liaison with Contractor with respect to the performance of the Work. ARTICLE 3 - CONTRACT TIME 3.1 The Work will be completed and ready for final payment in accordance with the Contract Documents on or before OCTOBER 15, 2005, 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 substantially complete within the time specified in paragraph 3,1 above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not substantially complete on time, Accordingly, instead of requiring such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner Three Hundred dollars ($300,00) for each day that expires after the time specified in paragraph 3.1 for completion until the Work is complete. Agreement Page 1 ARTICLE 4 - CONTRACT PRICE 4.1 The funds appropriated for this project are equal to or in excess of the contract amount. 4,2 Owner shall pay Contractor for performance of the Work in accordance with the Contract Documents in current funds as follows: PROGRESSIVE PAYMENTS UPON COMPLETION OF EACH AREA AS SPECIFIED IN EXHIBIT "A", 4.3 Pursuant to the provisions S24-91-103.6, C.R.S., and notwithstanding anything to the contrary contained elsewhere in the Contract Documents, no change order or other form of order or directive by Owner, and no amendment to this Agreement, requiring additional compensable work to be performed which work causes the aggregate amount payable under the Agreement to exceed the amount appropriated for the original Agreement, shall be of any force or effect unless accompanied by a written assurance by Owner that lawful appropriations to cover the costs of the additional work have been made or unless such work is covered under a remedy-granting provision in the Agreement. 4.4 The Board of County Commissioners for Eagle County is a governmental entity, All obligations beyond the current fiscal year are subject to funds being budgeted and appropriated. ARTICLE 5 - PAYMENT PROCEDURES Contractor shall submit Applications for Payment in accordance with the General Conditions, Applications for Payment will be processed as provided in the General Conditions. 5,1 PROGRESS PAYMENTS: Owner shall make monthly progress payments on account of the Contract Price on the basis of Contractor's Applications for Payments, as provided below. All progress payments will be on the basis of the progress of the Work, 5,1.1 Prior to Completion, progress payments will be in an amount equal to: 0 90% of the Work completed until fifty percent (50%) of the Work is performed, after which no additional retaining shall be withheld, and 90% of materials and equipment not incorporated in the Work but delivered and suitably stored, less in each case the aggregate of payments previously made, Agreement Page 2 5,1,2 Progress payments and retained funds shall occur in compliance with Paragraph 19 of the General Conditions attached hereto and C,R.S, S24-91- 103. The Owner shall authorize partial payments of properly requested amounts of at least ninety percent of the calculated value of the work completed until fifty percent of the work required under the Agreement has been performed, Thereafter, the Owner shall authorize partial payments of any other properly requested amounts without retaining additional funds if, in the opinion of the Owner, satisfactory progress is being made in the work. The withheld amounts of the contract price will be retained by the Owner until the contract is completed satisfactorily and accepted by the Owner. 5,2 FINAL PAYMENT: Upon final completion and acceptance in accordance with the General Conditions, Owner shall pay the remainder of the Contract Price. The final payment shall not be made until after final settlement of this contract has been duly advertised at least ten days prior to such final payment by publication of notice thereof at least twice in a public newspaper of general circulation published in Eagle County, and the Board of County Commissioners has held a public hearing, thereupon and complied with the C,R.S, S38-26-107, Final payment shall be made in accordance with the requirements of the aforesaid statute, ARTICLE 6 - Contractor's REPRESENTATIONS 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, locality, and with all local conditions, and federal, state, and local laws, ordinances, rules and regulations that in any manner may affect cost, progress, or performance of the Work, 6,2 Contractor has made, or caused to be made, examinations, investigations, and tests and studies of such reports and related data as he deems necessary for the performance of the Work at the Contract Price, within the Contract Time, and in accordance with other terms and conditions of the Contract Documents; and no additional examinations, investigations, tests, reports, or similar data are, or will be required by Contractor for such purposes, 6,3 Contractor has correlated the results of all such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the Contract Documents. 6.4 Contractor has given Owner written notice of all conflicts, errors, or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by Owner is acceptable to Contractor. Agreement Page 3 6,5 In performing the work under this Agreement, the Contractor acts as an independent contractor and is solely responsible for necessary and adequate worker's compensation insurance, personal injury and property damage insurance, as well as errors and omissions insurance. The Contractor, as an independent contractor, is obligated to pay federal and state income tax on moneys earned. The personnel employed by the Contractor are not and shall not become employees, agents or servants of the Owner because of the performance of any work by this Agreement. ARTICLE 7 - CONTRACT DOCUMENTS The Contract Documents which comprise the entire Agreement are made a part hereof, and consist of the following: 7.1 This Agreement. 7.2 Contractor's Bid. 7.3 Performance and other Bonds. 7.4 Notice of Award and, if any, Notice to Proceed. 7.5 General Conditions (Pages 1 to 10, inclusive), 7,6 Specifications and Drawings. 7,7 Any modification, including Change Orders, duly delivered after execution of Agreement. 7.8 The parties acknowledge and agree that the terms and conditions of this Agreement (7.1) and the General Conditions (7,5) attached hereto, shall supersede and control over any inconsistent or contrary provision in any other attachment or agreement. There are no Contract Documents other than those listed above in this Article 7, The Contract Documents may only be altered, amended, or repealed by an executed, written amendment to this Agreement. ARTICLE 8 - BONDS Not later than five business days following the execution of this Agreement, Contractor shall deliver to the Owner the bonds required by the Contract Documents, and, notwithstanding anything to the contrary contained in the Contract Documents, Owner shall have no liability or obligation hereunder unless and until the bonds have been so delivered. Agreement Page 4 ARTICLE 9 - MISCELLANEOUS 9,1 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 without limitation, 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 the assignor from any duty or responsibility under the Contract Documents. 9,2 Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements, and obligations contained in the Contract Documents. 9,3 ATTORNEY'S FEES: In the event of litigation between the parties hereto regarding the interpretation of this Agreement, or the obligations, duties or rights of the parties hereunder, or if suit otherwise is brought to recover damages for breach of this Agreement, or an action be brought for injunction or specific performance, then and in such events, the prevailing party shall recover all reasonable costs incurred with regard to such litigation, including reasonable attorney's fees, 9.4 APPLICABLE LAW: This Agreement shall be governed by the laws of the State of Colorado. Jurisdiction and venue of any suit, right, or cause of action arising under, or in connection with this Agreement shall be exclusive in Eagle County, Colorado. 9,5 INTEGRATION: This Agreement supersedes all previous communications, negotiations and/or contracts between the respective parties hereto, either verbal or written, and the same not expressly contained herein are hereby withdrawn and annulled. This is an integrated agreement and there are no representations about any of the subject matter hereof except as expressly set forth in the Contract Documents. 9.6 NOTICE: Any notice and all written communications required under this Agreement shall be (i) personally delivered, (ii) mailed in the United States mails, first class postage prepaid, or (iii) transmitted by facsimile machine together with a hard copy conveyed by delivery or mail, to the appropriate party at the following addresses: To Contractor: Cruz Construction, Inc. 4850 Geiger Blvd, Colorado Springs, CO 80915 Agreement Page 5 To Owner: Brad Higgins - Director Road & Bridge Department Eagle County P,O, Box 250 Eagle, CO 81631 telephone: 970-328-3540 telefax: 970-328-3546 Mailed notices will be deemed given three business days after the date of deposit in a regular depository of the United States Postal Service, and FAX notices will be deemed given upon transmission, if during business hours, or the next business day, Either party can change its address for notice by notice to the other in accordance with this paragraph, . .. .. , [signature page next page] .. , .. . Agreement Page 6 IN WITNESS WHEREOF, the parties hereto have executed this Agreement effective on the date first above written, "Owner": COUNTY OF EAGLE, STATE OF COLORADO, By and Through Its ATTEST BOARD OF COUNTY COMMISSIONERS By: Clerk of the oard of County Commissioners "Contractor": Cruz Construction Inc. STATE OF COLORADO ) ss: County of Eagle ) On this 5th day of April ,2005, came before me, a notary public, Joe M. Cruz known to me to be the President of Cruz Construction Inc. , who acknowledged to me that he executed the foregoing document, that he executed it in that capacity, and that the same was the act of the entity identified in the document as "Contractor" , My commission expires: January 17, 2009 ~ ! k' .~ 4,,' . r'-~"~:..\..l ," :" ~ l jJ1~Si ~J4A Itlfl--" Notary Public Agreement Page 7 EXHIBIT A 2005 NEW CONSTRUCTION ITEM DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 Guardrail, Type 3 Colorado River Rd. Mile marker 13 1200 L.F. 16.08 19,296.00 2 Guardrail, Type 3 Colorado River Rd. Mile marker 16 800 L.F. 16.08 12,864.00 3 Guardrail, Type 3 Colorado River Rd, Mile marker 29.5 850 L.F, 16.08 13 ,668.00 4 Guardrail, Type 3 Colorado River Rd. Mile marker 25 300 L.F, 16.08 4,824.00 5 End anchorage, Type 3 8 Each 850.00 6 ,800. 00 REPAIRS TO EXISTING GUARDRAIL ITEM DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 6 Repair & replace post and rail Mile marker ,5 Frying Pan River Rd. 1 post and 1 rail Each Each 820.00 820.00 7 Repair & replace posts and rail and end section, Mile marker 3,5 Frying Pan River Rd. 3 posts, 1rail, 1end section. Each Each 2,030.00 2,030~00 8 Repair & replace post, rail and end section Mile marker 25 (approx) Colorado River Road 1 post, 1 rail, 1 end section. Each Each 1,720.00 1 ,720.00 9 Repair & replace posts, rail and end section. Mile marker ,5 Valley Road (EI Jebel) 3 posts, 1 rail, 1 end section. Each Each 2,030.00 2,030.00 Exhibit A continued on next page, Exhibit A continued. TRAFFIC CONTROL ITEM DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 10 Construction zone traffic control all Lump sum 5,580.00 5,580.00 TOTAL OF ALL WORK (items 1 through 10) 69,632.00 Note: For the "repairs to existing guardrail" section, the quantity, unit, and unit price shall be the amount that it will cost to do all the repairs at that location, Note: Mile markers on Frying Pan River Rd. are measured from Sopris Dr, Note: Approximate locations are marked by item # on the vicinity map and will be marked in the field at the location with white paint. ROAD & BRIDGE DEPARTMENT GENERAL CONDITIONS 1. Contractor shall provide and pay for labor, materials, equipment, tools, utilities, permits, licenses, transportation, and other facilities and services necessary for proper execution and completion of the Work. 2, If Contractor fails to obtain the tax exemption(s) applicable to public works projects from sales, consumer, use and similar taxes, Contractor shall pay the same. Owner will cooperate with Contractor to obtain tax exemption for this project. 3. Contractor shall be responsible for having taken steps reasonably necessary to ascertain the nature and location of the Work, and the general and local conditions which can affect the Work or the cost thereof. Any failure by Contractor to do so will not relieve him from responsibility for successfully performing the Work without additional expense to the Owner. Owner assumes no responsibility for any understanding or representations concerning conditions made by any of its officers, employees or agents prior to the execution of this Agreement, unless such understanding or representations are expressly stated in the Agreement. 4. Before commencing activities, Contractor shall: (1) take field measurements and verify field conditions; (2) carefully compare this and other information known to Contractor with the Agreement; and (3) promptly report errors, inconsistencies or omissions discovered to Owner. 5. Contractor shall supervise and direct the Work, using Contractor's best skill and attention. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work, 6. Contractor, as soon as practicable, shall furnish in writing to the Owner the names of subcontractors and suppliers for each portion of the Work. 7. No charge shall be made by Contractor for hindrances or delays from any cause whatever during the progress of any portion of the Work, unless such hindrance or delay is caused in whole or in part by acts or omissions within the control of Owner. In any event, Owner may grant an extension of time for the completion of the Work, provided it is satisfied that delays or hindrances were due to causes outside Contractor's control, e.g., weather, or to acts of omission or commission by the Owner, provided that such extensions of time shall in no instance exceed the time actually lost to Contractor by reason of such causes, and provided further that Contractor shall have given Owner immediate (as determined by the circumstances, but not exceeding 48 hours) notice in writing of the cause of the detention or delay. _ a_..~.__~__ ---- 8. Contractor shall deliver, handle, store and install materials in accordance with manufacturers' instructions. 9. Contractor shall comply with and give notices required by all federal, state and local laws, statutes, ordinances, building codes, rules and regulations applicable to the Work. If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building codes, rules or regulations without notice to Owner, Contractor shall assume full responsibility for such Work and shall bear the attributable costs, Contractor shall promptly notify Owner in writing of any conflicts between the specifications for the Work and such governmental laws, rules and regulations. 10. The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, including all those required by law in connection with performance of the Agreement. The Contractor shall promptly remedy damage and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable. 11. Contractor shall keep the premises/work site and surrounding area free from accumulation of debris and trash related to the Work, 12. 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 two years after the date of final payment, except as otherwise provided by law. Contractor shall also furnish other bonds as are required by the supplementary conditions. All bonds shall be in forms satisfactory to Owner, and be executed by such sureties as (a) are licensed to conduct business in the state where the project is located, and (b) 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 Staff Bureau of Accounts, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of the authority to act. If the surety on any bond furnished by Contractor is declared 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 clauses (a) and (b) of the preceding paragraph, Contractor shall within five days thereafter substitute another bond and surety, both of which shall be acceptable to Owner. 13. Contractor shall be solely responsible for the protection of the Work until its final acceptance by Owner. Contractor shall have no claim against Owner because of any damage or loss to the Work, and shall be responsible for the complete restoration of damaged Work to its original condition. In the event Contractor's -. _.-----~ .,- -~-~_..__... "--'-~-~ Work is damaged by another party, not under his supervision or control, Contractor shall make his claim directly with the party involved. If a conflict or disagreement develops between Contractor and another party concerning the responsibility for damage or loss to Contractor's Work, such conflict shall not be cause for delay in Contractor's restoration of the damaged Work, 14. Contractor's Insurance: The Contractor shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of or result from the Contractor's operations under the contract, whether such operations be by himself, or by any subcontractor, or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. All such insurance shall remain in effect until final payment, and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work, In addition, Contractor shall maintain such completed operations insurance for at least two years after final payment, and furnish Owner with evidence of continuation of such insurance at final payment and one year thereafter. Insurance coverage shall be as follows: Claims under Workmen's Compensation, disability benefits, and other similar employee benefit acts, with coverage and in amounts as required by the laws of the State of Colorado; Claims for damage because of bodily injury, occupational sickness or disease, or death of his employees, and claims insured by usual personal injury liability coverage; Claims for damage because of bodily injury, sickness, disease, or death of any person other than his employees; and Claims for damages because of injury to or destruction of tangible property, including loss of use resulting therefrom; Contractor's Liability Insurance issued to and covering the liability for damage imposed by law upon the Contractor and each subcontractor with respect to all Work performed by them under the Agreement; Contractor's Protective Liability Insurance issued to and covering the liability for damages imposed by law upon the Contractor and each subcontractor with respect to all Work under the Agreement performed for the Contractor by subcontractors. Completed Operations Liability Insurance issued to and covering the liability for damage imposed by law upon the Contractor and each subcontractor arising .'-~~..- . -_.--- between the date of final cessation of the Work, and the date of final acceptance thereof out of that part of the Work performed by each. Comprehensive Automobile Insurance: All liability and property damage insurance required hereunder shall be Comprehensive General and Automobile Bodily Injury and Property Damage forms of policies, as the case may be, The Contractor shall in addition, and in the amounts required under the above, obtain protective Liability Insurance issued to and covering the liability for damages imposed by law upon the Owner with respect to all operations under the construction contract by the Contractor or his subcontractors, including omissions and supervisory acts by the Owner, Builder's Risk Insurance: Insofar as the Work to be performed under this contract consists entirely of new construction removed and separated from any existing facility used by Owner, Contractor shall procure and maintain, for the duration of the Work of this project, Builder's Risk Insurance, including the perils ottire, extended coverage (loss due to vehicles, explosion, wind, flood, riot, etc,), vandalism and malicious mischief, and special extended coverage (loss due to falling objects, collapse, water damage from faulty or leaking systems, etc.) in the full amount of the contract price plus the cost of authorized extras, Said amount of insurance coverage shall be considered to cover the insurable value of the Work under this contract which is considered not to exceed one hundred percent (100%) of the amount of this contract and authorized extras, Such policy shall not insure any tools or equipment, or temporary structures erected at the site and belonging to any person or persons, or their subcontractors who are obliged by contract with the Owner to do Work on the projects. Comprehensive Risk Policy Option: In lieu of the several policies specified for Contractor's Liability Insurance, a comprehensive liability and property damage insurance policy inclusive of all the insurance and requirements herein set forth, subject to the approval of the Owner, will be permissible. Insurance covering claims for damages to persons or property shall at a minimum provide coverage of the larger of (i) $500,000 each person/$1 ,000,000 each occurrence, for bodily injury and $600,000 each occurrence for property damage, (ii) the maximum liability of a local government provided in the Colorado Governmental Immunity Act, 24-10-101, et seq., CRS (1973) as that may be amended from time-to-time, or (iii) such greater amount(s) as may be required by law. Insurance shall be placed jointly in the names of the Owner, Contractor, and any and all subcontractors, and any and all others obliged by contract with the Owner to do Work on this project, and, at the Owner's option, any other person or --~---'--~- persons whom the Owner deems to have an insurable interest in said property, or any part thereof, payable as their several interests may appear. Any proceeds obtained from insurance provided for by this paragraph shall be paid to and held by the Owner as trustee, The Owner shall have the right to withhold payment of such proceeds until such time as the Work destroyed or damaged and covered by such insurance shall be reconstructed and shall pay such proceeds on an installment basis similar to that provided for by progress payments covering the original Work, Certificates of Insurance: Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work. These Certificates shall contain provisions naming the Owner as an additional insured under Contractor's insurance, as more fully required by the General Conditions herein, and that coverage afforded under the policies will not be canceled until at least thirty days prior written notice has been given the Owner. Contractor and his subcontractors shall not permit any of his subcontractors to start Work until all required insurance have been obtained and certificates with the proper endorsements have been filed with the Owner. Failure of the Contractor to comply with the foregoing insurance requirements shall in no way waive the Owner's rights hereunder. 15. Owner, at its option, may purchase and maintain such liability insurance as will protect him against claims which may arise from operations under this contract. Purchasing and maintaining such insurance, however, will not relieve the Contractor from purchasing and maintaining the insurance hereinbefore specified. 16. Before permitting any of his subcontractors to perform any Work under this contract, Contractor shall either (a) require each of his subcontractors to procure and maintain during the life of his subcontracts, Subcontractor's Public Liability and Property Damage Insurance of the types and in the amounts as may be applicable to his Work, which type and amounts shall be subject to the approval of the Owner, or (b) insure the activities of his subcontractors in his own policy. 17, To the fullest extent permitted by law, Contractor shall indemnify and hold harmless Owner, its board, commissioners, employees and the agents of any of them, from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Contractor, a subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. .~~~ --~'- ..._---~ 18. After execution of the Agreement, changes in the Work may be accomplished by Change Order of by order for a minor change in the Work. Owner, without invalidating the Agreement, may order changes in the Work within the general scope of the Agreement consisting of additions, deletions or other revisions. a. No Change Orders or other form of order or directive which requires additional compensable work to be performed may be issued or be effective unless accompanied by a written assurance to the Contractor that lawful appropriations to cover the costs of the additional work have been made. b. A Change Order shall be a written order to the Contractor signed by Owner to change the Work. c. Owner will have authority to order minor changes in the Work not involving changes in the Contract Price or the Contract Time, Such changes shall be written orders and shall be binding on the Contractor and Owner. Contractor shall carry out such written orders promptly. 19. Progress Payments: If the project is subject to progress payments, not more often than once a month, Contractor shall submit to Owner 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 Owner may reasonably require, 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 such data, satisfactory to Owner, as will establish Owner's title to the material and equipment, and protect Owner's interest therein, including applicable insurance. Each subsequent application for payment shall include an affidavit of Contractor stating that all previous progress payments received on account of the work have been applied to discharge in full all of Contractor's obligations reflected in prior applications for payment. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Owner will, with ten days after receipt of each application for payment, either indicate in writing a recommendation of payment, or return the application to Contractor indicating in writing its reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the application. Owner shall, within twenty days of recommendation of payment, pay Contractor the amount recommended. -~_._.__.~ 20. Final Payment: Upon written notice from Contractor that the work is complete, Owner will make a final inspection with 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 remedy such deficiencies. After Contractor has completed all such corrections to the satisfaction of Owner, and delivered all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, marked-up record documents or as-built drawings covering all of the Work, Contractor may make application for final payment following the procedure for progress payments. The final application for payment shall be accompanied by all documentation called for in the contract documents, and such other data and schedules as Owner may reasonably require, together with 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 thereof, and as approved by Owner, Contractor may furnish receipts or releases in full; an affidavit of Contractor that the releases and receipts include all labor, services, material, and equipment for which lien could be filed, and that all payrolls, material, and equipment bills, and other indebtedness connected with the work, for which Owner or his property might in any way be responsible, have been paid or otherwise satisfied; and consent of the surety, if any, to final payment. If any subcontractor, manufacturer, fabricator, supplier, or distributor fails to furnish a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify against any lien, 21. Final payment shall not become due until Contractor submits to Owner releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or encumbrances arising out of the Work. Final payment is subject to the Final Settlement requirements and time periods set forth in C.R.S, S38-26-107. 22. 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 at the time of payment free and clear of all liens, claims, security interests, and encumbrances (in these General Conditions referred to as "Liens"). 23. Contractor's obligations to perform and complete the Work in accordance with the contract documents shall be absolute. Neither the recommendation of any progress or final payment nor the payment by Owner to Contractor under the contract documents, nor any use or occupancy of the Work or any part thereof by Owner, nor any act of acceptance by Owner, nor any failure to do so, nor any correction of defective Work by Owner shall constitute an acceptance of Work . ~---,--,-,,-,-,-"_.~---~-- not in accordance with the contract documents or a release of Contractor's obligation to perform the Work in accordance with the contract documents. 24. If Contractor fails to correct Work which is not in accordance with the Agreement, the Owner may direct the Contractor to stop the Work until the correction is made. 25. Contractor shall promptly correct Work rejected by Owner as failing to conform to the requirements of the Agreement and Contractor shall bear the cost of correcting such rejected Work. 26. Contractor warrants to Owner that: (1) materials and equipment furnished under the Agreement will be new and of good quality; (2) the Work will be free from defects not inherent in the quality required or permitted; and (3) the Work will conform to the requirements of the Agreement. 27. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Prompt notice of all defects shall be given to Contractor, If, within one year after the date of completion, or such longer period of time as may be set forth in the Agreement (including the Bid), prescribed by law, prescribed by the terms of any applicable warranty given by a materials supplier or required by or a part of the Agreement, any Work is found to be defective, Contractor shall promptly, without cost to ' Owner, and in accordance with Owner's written instructions, either correct such defective Work, or, if it has been rejected by Owner, remove it from the site, and replace it with nondefective work. 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 direct and indirect costs of such removal and replacement, including compensation for additional professional services, shall be paid by Contractor, 28, If Contractor defaults or neglects to carry out the Work in accordance with the Agreement and fails within a seven day period after receipt of written notice from the Owner to correct such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies, correct such deficiencies. In such case, the Agreement may be terminated by Owner or a Change Order shall be issued deducting the cost of correction from payments due the Contractor. 29. The performance of the Work may be terminated at any time in whole, or from time-to-time in part, by Owner for its convenience. Any such termination shall be effected by delivery to Contractor of a written notice ("Notice of Termination") specifying the extent to which performance of the Work is terminated and the date upon which termination becomes effective. After receipt of a Notice of Termination, and except as otherwise directed by Owner, Contractor shall, in good faith, and to the best of its ability, do all things necessary, in the light of _..~--~--_.._~~ --"---_.._-~_._---~ --.- such notice and of such requests in implementation thereof as Owner may make, to assure the efficient, proper closeout of the terminated Work (including the protection of Owner's property). Among other things, Contractor shall, except as otherwise directed or approved by Owner: a. stop the Work on the date and to the extent specified in the Notice of Termination; b. place no further order or subcontracts for services, equipment or materials except as may be necessary for completion of such portion of the Work as is not terminated; c. terminate all orders and subcontracts to the extent that they relate to the performance of Work terminated by the Notice of Termination; d. assign to Owner, in the manner and to the extent directed by it, all of the right, title and interest of Contractor under the orders or subcontracts so terminated, in which case Owner shall have the right to settle or pay any or all claims arising out of the termination of such orders and subcontracts; e. with the approval of Owner, settle all outstanding liabilities and all claims arising out of such termination or orders and subcontracts; and f. deliver to Owner, when and as directed by Owner, all documents and all property which, if the Work had been completed, Contractor would be required to account for or deliver to Owner, and transfer title to such property to Owner to the extent not already transferred. In the event of such termination, there shall be an equitable reduction of the Contract Price to reflect the reduction in the Work and no cost incurred after the effective date of the Notice of Termination shall be treated as a reimbursable cost unless it relates to carrying out the unterminated portion of the Work or taking closeout measures. ~--,.~.~~- _..._---_.~ SPECIFICATIONS GUARDRAIL Description Per Colorado Department of Transportation's "Standard Specifications for Road and Bridge Construction, 1999", Subsection 606.01. Materials Per Colorado Department of Transportation's "Standard Specifications for Road and Bridge Construction, 1999", Subsection 606.02, and October, 2000 Standard Plan M-606-1, Sheets 1,2,3, and 14 of 15 and November, 1992 Standard Plan M-606-1, Sheet 5 of 12. Beams shall be core 10. Posts shall be wood. The Contractor is required to re-use existing posts where they are found to be in good reusable condition. The Contractor will credit the County for each post re-used, Ifthe reused posts have to be adjusted in height, the resulting voids under the posts will be filled with a lean concrete mixture consisting of one part cement and ten parts sand, Construction Requirements Per Colorado Department of Transportation's "Standard Specifications for Road and Bridge Construction, 1999", Subsection 606,03, and attached October, 2000 Standard Plan M -606-1, Sheets I, 2, 3, and 14 of 15 and November, 1992 Standard Plan M -606-1, Sheet 5 of 12, Other Requirements Contractor will be responsible for obtaining any necessary approvals and permits from the Colorado Department of Transportation including, but not limited to traffic control plan and permits for construction in the State right-of-way. Method of Measurement Per Colorado Department of Transportation's "Standard Specifications for Road and Bridge Construction, 1999", Subsection 606,05, Page 2 Specifications - Guardrail Basis of Payment The accepted quantities of guardrail will be paid for at the contract unit price for the type specified. Payment will be made under: Pay Item Pay Unit Guardrail, Type 3 Linear Foot Raise Linear Foot Repair Each End Anchorage, Type 3E Each All work and materials necessary and incidental to the temporary treatment of guardrail ends will not be measured and paid for separately, but shall be included in the work. Partial payments will not be made for partially completed guardrail runs that do not conform to the end treatments specified in subsection 606,03 (C), *********************************** CONSTRUCTION ZONE TRAFFIC CONTROL Construction Zone Traffic Control per the Colorado Department of Transportation's "Standard Specifications for Road and Bridge Construction, 1999", Subsections 630.01 through 630,15, inclusive except as follows: 630.14 METHOD OF MEASUREMENT: Delete everything. Replace with the following: Construction Zone Traffic control will be measured on a lump sum basis, Page 3 Specifications - Guardrail 630.15 BASIS OF PAYMENT: Delete everything following the second paragraph and replace with: Payment will be made under: Pay Item Pay Unit Construction Zone Lump Sum Traffic Control ~ THE AME~,CAN INSTITUTE OF ;t,CHITECTS Bond #717399 AlA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that CRUZ CONSTRUCTION, INC, (Here insert full name and address or legal title of Contractor) 4850 GEIGER BLVD. COLORADO SPRINGS, CO 80915 as Principal, hereinafter called Contractor, and, UNIVERSAL SURETY COMPANY (Here insert full name and address or legal title of Surety) p, O. BOX 80468 LINCOLN, NE 68501-0468 as Surety, hereinafter called Surety, are held and firmly bound unto EAGLE COUNTY ROAD & BRIDGE, ATTN: BRAD HIGGINS (Here insert full name and address or legal title of Owner) PO BOX 250 EAGLE, CO 81631 as Obligee, hereinafter called Owner, in the amount of SIXTY NINE THOUSAND SIX HUNDRED THIRTY TWO AND 00/100 Dollars ($ 69,632.00), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated March 29th, 2005, entered into a contract with Owner for (Here insert full name address and description of project) 2005 Guardrail Project in accordance with Drawings and Specifications prepared by " , (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AlA DOCUMENT A311 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND AlA 0 1 FEBRUARY 1970 ED THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N,Y. AVE., NW" WASHINGTON, D,C, 20006 /OERFORMANCE BO~Q NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or defaults under the contract or contracts of completion extension of time made by the Owner, arranged under this paragraph) sufficient funds to pay Whenever Contractor shall be, and declared by the cost of completion less the balance of the contract Owner to be in default under the Contract the Owner price but not exceeding, including other costs and having performed Owner's obligations thereunder, the damage for which the Surety may be liable hereunder, surety may promptly remedy the default, or shall the amount of the contract price", as used in this promptly paragraph shall mean the toral amount payable by Owner to Contractor under the contract and any 1) Complete the Contract in accordance with its terms amendments thereto, less the amount properly paid and conditions, or by owner to Contractor. Any suit under this bond must be instituted before 2) Obtain a bid or bids for completing the Contract in the expiration of two (2) years from the date on which accordance with its terms and conditions, and upon de- final payment under the Contract falls due. termination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible No right of action shall accrue on this bond to or for bidder, arrange for a contract between such bidder and the use of any person or corporation other than the Owner, and make available as Work progresses (even Owner named herein or the heirs, executors, adminis- though there should be a default or a succession of trators, or successors of the Owner. Signed and sealed this 7th day of April, 2005 C') ;1 r C"), CRUZ CONSTRUCTION, INC. \..-/C>~V-t.L .1 ~ju\..-I[{,.\.,-. al Seal Witness/ , /\ UNIVERSAL SURETY COMPANY \UJ,VU l{ ( liJi Surety Seal Witness Jas AlA DOCUMENT A311 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND AIAO 2 FEBRUARY 1970 ED THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N, Y. AVE., N,W" WASHINGTON, D,C. 20006 THE AMEplCAN INSTITUTE OF Jt~CHITECTS \ I,. Bond #717399 AlA Document A311 labor and Material Payment Bond THIS BOND IS ISSUED SIMUL TANEOUSL Y WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that CRUZ CONSTRUCTION, INC. (Here insert full name and address or legal title of Contractor) 4850 GEIGER BLVD, COLORADO SPRINGS, CO 80915 as Principal, hereinafter called Contractor, and, UNIVERSAL SURETY COMPANY (Here insert full name and address or legal title of Surety) P. O. BOX 80468 LINCOLN, NE 68501-0468 as Surety, hereinafter called Surety, are held and firmly bound unto EAGLE COUNTY ROAD & BRIDGE, ATTN: BRAD HIGGINS (Here insert full name and address or legal title of Owner) PO BOX 250 EAGLE, CO 81631 as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of SIXTY NINE THOUSAND SIX HUNDRED THIRTY TWO AND 00/100 Dollars ( 69,632.00), (Here insert a sum equal to at least one-half of the contract price) for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents, WHEREAS, Principal has by written agreement dated March 29th, 2005 entered into a contract with Owner for (Here insert full name address and description of project) 2005 Guardrail Project in accordance with Drawings and Specifications prepared by " , (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AlA DOCUMENT A311 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND AIAO 3 FEBRUARY 1970 ED THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N,Y, AYE., N,W" WASHINGTON, D.C. 20006 LABOR A'''~D MATERIAL PAYI\P~NT BOND NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following conditions: 1. A claimant is defined as one having a direct con- party to whom materials were furnished, or for whom tract with the Principal or with a Subcontractor of the the work or labor was done or performed. Such notice Principal for labor, material, or both, used or reasonably shall be served by mailing the same by registered mail required for use in the performance of the Contract, or certified mail; postage prepaid, in an envelope labor and material being construed to include that part addressed to the Principal, Owner or Surety, at any of water, gas, power, light, heat, oil, gasoline, telephone place where an office is regularly maintained for the service or rental of equipment directly applicable to the transaction of business, or served in any state in Contract. any manner in which legal process may be served in the state in which the aforesaid project is located, 2. The above named Principal and Surety hereby save that such service need not be made by a jointly and severally agree with the Owner that every public officer. claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) b) After the expiration of one (1) year following days after the date on which the last of such claimant's the date on which Principal ceased Work on work or labor was done or performed, or materials were said Contract, it being understood, however, that furnished by such claimant, may sue on this bond for the if any limitation embodied in this bond is prohibited use of such claimant, prosecute the suit to final judgment by any law controlling the construction hereof such for such sum or sums as may be justly due claimant limitation shall be deemed to be amended so as to be and have execution thereon. The Owner shall not be equal to the minimum period of limitation permitted liable for payment of any costs or expenses of any such by such law. suit. c) Other than in a state court of competent for the 3. No suit or action shall be commenced hereunder by jurisdiction in and for the county or other political any claimant: subdivision of the state in which the Project, or any part thereof, is situated, or in the United States a) Unless claimant, other that one having a direct District Court for the district in which the project or contract with the Principal, shall have given written any part thereof is situated, and not elsewhere. notice to any two of the following: the Principal, the Owner, or the Surety above named, within (90) day 4. The amount of this bond shall be reduced by after such claimant did or performed the last of the and to the extent of any payment or payments work or labor, or furnished the las of the materials made in good faith hereunder, inclusive of the for which said claim is made, stating with substantial payment by Surety of mechanic's liens which accuracy the amount claimed and the name of the may be filed of record against said improvements whether or not claim for the amount of such lien be presented under and against this bond, Signed and sealed this 7th day of April , 2005 . CRUZ CONSTRUCTION, INC, (Principal) (Seal) , UNIVERSAL SURETY COMPANY U;\ It,, r' I, 'J (Surety) (Seal) , , 4V1U" ~ 11'- v (Witness) AIADOCUMENT A311 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND AIAo 4 FEBRUARY 1970 ED THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE" N.W" WASHINGTON, D,C, 20006 Ii" t UNIVERSAL SURETY Lincoln, Nebraska POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the UNIVERSAL SURETY COMPANY, a corporation of the State of Nebraska having its principal office in the City of Lincoln, Nebraska, pursuant to the following Bylaw, which was adopted by the Board of Directors of the said Company on July 23, 1981,to wit: "Article V-Section 6. RESIDENT OFFICERS AND A TIORNEYS-rN-FACT, The President or any Vice President, acting with any Secretary or Assistant Secretary, shall have the authority to appoint Resident Vice Presidents and Attorneys-In-Fact, with the power and authority to sign, execute, acknowledge and deliver on its behalf, as Surety: Any and all undertakings of suretyship and to affix thereto the corporate seal of the corporation. The President or any Vice President, acting with any Secretary or Assistant Secretary, shall also have the authority to remove and revoke the authority of any such appointee at any time." does hereby make, constitute and appoint Jason J. Yezek or Kori L. Green or Mindy M. Sheble or Mary Arboneaux or Ned Flemke, Colorado Springs, Colorado its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver for and on its behalf, as Surety: Any and all undertakings of suretyship And the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its offices in Lincoln, Nebraska, in their own persons. The following Resolution was adopted at the Regular Meeting of the Board of Directors of the UNIVERSAL SURETY COMPANY, held on July 23, 1981: "RESOLVED, That the signatures of officers of the Company and the seal of the Company may be affixed by facsimile to any Power of Attorney executed in accordance with Article V-Section 6 of the Company Bylaws: and that any such Power of Attorney bearing such facsimile signatures, including the facsimile signature of a certifYing Assistant Secretary and facsimile seal shall be valid and binding upon the Company with respect to any bond, undertaking or contract of suretyship to which it is attached." All authority hereby conferred shall remain in full force and effect until terminated by the Company. IN WITNESS WHEREOF, UNIVERSAL SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereunto affixed this 16 day of April ,20 04 UNIVERSAL SURETY COMPANY IltJI/hv - ~~~ Secretary By Vice President State of Nebraska ) ) ss. County of Lancaster) On this 16 day of April ,20 04 before me personally came Robert L. Privett, to me known, who being by me duly sworn, did depose and say that (s)he resid~s."in the C~\.Illty of Seward, State of Nebraska; that (s)he is the Vice President of the UNIVERSAL SURETY COMPANY, the corporation described in and which executl#cfthe aoove Instrument; that (s)he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order Qfthe Board of Directors of said corporation; that (s)he signed (his) (her) name by like order; and that Bylaw, Article V-Section 6, adopted by the Board of Directors of said c.:ornpany, referred to in the preceding instrument, is now in force. ~C.~ ~NOTNW._ar__ My COrnlni~ion Expires April 12, 2007. CHElM.A.1ROWN Notary Public A\' c.m. e,... If._ I, Jeanne~Bower, Assistant~tary of UNIVERSAL SURETY COMPANY, do hereby certify that the above and foregoing is a tnle and con-ect copy of a Power of Attomey~xecuted by said i1l'l1VERSM~J!R,E1IY fOMP~ which is still i1;1I frn;cr and effect. ~ Signed and sealed at the City of Lincoln, NebraskatKls '7 day of Or I ,20. I .) ~:) t1{1,.2u~-~,,~, .~-G:~'7 !..:c.At>~ /' Assistant Secretary / / ~ - - ---r - -...Y......'- ..l. "5\,.1 Page 1 of1 Guardrail Repair - Colo. River Rd. ~ #8 I j\ \ ~l <l) / ( I JWNM:ltlRt. -..~Qlt~ . . .... .. Legend t ';J;, /V' Strftl:$ Copyright 2004 Eagle County GIS PO Box 850 ~~~ Eagle, CO 81631 ~()Jtf:ntImMRlf DISCLAIMER: This map was created by the Eagle County GIS Department. Use of this map should be for general purposes only, Eagle County does not warrant the accuracy of the data contained herein. http://gisweb.eaglecounty,us/servlet!com.esri.esrimap ,Esrimap ?ServiceN ame=ecgis&Client.,. l/i/?()O'; ~ _ _ -....J HU"P "-'UlpUl rage Page 1 of 1 Guardrail repair - Valley Road " "'''''''' L~g~ntl Copyright 2004 ;VS1$Hfs Eagle County GIS PO Box 850 Eagle, CO 81631 DISCLAIMER: This map was created by the Eagle County GIS Department. Use of this map should be for general purposes only, Eagle County does not warrant the accuracy of the data contained herein, I http://gisweb,eaglecounty.us/servlet/com,esri, esrimap ,Esrimap ?Service N f1mp=pf'''';'' .Q.r'l: ---'- ..... 1- ._ - l:3IU CUMPAKI~UN DESCRIPTION: 2005 Guardrail Project QTY I I MAKE! ICOST 10 MAKE! VENDOR VENDOR MODEL COST MODEL Ideal Fencing $69,990,00 Gonzales Construction $73,870.19 Total $69,990,00 Total $73,870.19 IVENDOR I MAKE! ICOST 10 MAKE! QTY VENDOR MODEL COST MODEL Adarand Constructors $72,838.50 Cruz Construction $69,632.00 Total $72,838,50 Total $69,632,00 RECOMMENDATION: { THE A~ltlCAN INSTITUTE OF A(<::HITECTS ( AlA Document A3l 0 Bid Bond BOND # CC032105 KNOW ALL MEN BY THESE PRESENTS, that we CRUZ CONSTRUCTION. 1Ne. 4850 GEIGER BLVD, COLORADO SPRINGS, CO 80915 (Here insert full name ,and address or legal title of Contractor) as Principal, hereinafter called the Principal, and UNIVERSAL SURETY COMPANY P. 0, BOX 80468 LINCOLN, NE 68501-0468 a corporation duly organized under the laws of the State of NEBRASKA as Surety, hereinafter called the Surety, are held and fmnly bound unto EAGLE COUNTY ROAD & BRIDGE, ATTN: BRAD HIGGINS PO BOX 250 EAGLE, CO 8163] (Here insert full name ,and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid-------------Dollars ($ 5%), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 2005 Guardrail Project (Here insert full name. address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Wark covered by said bid then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 21st day of March. 2005. c~ eeL Ag< ILN"-- ~? (Seal) \: }Lt",-' , ',: " " ,-------" (Witness) f/ D \lmt( (1 r lJJ\ (Title) (Witness) , Attorney-in-Fact AlA DOCUMENT A310 BID BOND ALA@ FEBRUARY 1970 ED TIlE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NY A VB., N,W, WASHINGTON, D,C, 20006 1 WARNING: Unlicensed photocopying violates US, copyright laws and is subject to legal prosecution, UNIVERSAL SURETY COMPANY Lincoln, Nebraska POWER OF A TTORi'J'EY KNOW ALL MEN BY THESE PRESENTS: That the UNIVERSAL SURETY COMPANY, a corporation of the State of Nebraska having its principal office in the City of Lincoln, Nebraska, pursuant to the foi/owing Bylaw, which was adopted by the Board of Directors of the said Company on July 23,1981, to wit: "Article V-Section 6, RESIDENT OFFfCERS AND A TTORNEYS-rN-F ACT. The President or any Vice President, acting with any Secretary or Assistant Secretary, shall have the authority to appoint Resident Vice Presidents and Attorneys-In-Fact, with the power and authority to sign, execute, acknowledge and deliver on its behalf, as Surety: Any and ail undertakings of suretyship and to affix thereto the corporate seal of the corporation, The President or any Vice President, acting with any Secretary or Assistant Secretary, shall also have the authority to remove and revoke the authority of any such appointee at any time." does hereby make, constitute and appoint Jason J. Yezek or Kori L. Green or Mindy M. Sheble or Mary Arboneaux or Ned Flemke, Colorado Springs, Colorado its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver for and on its behalf, as Surety: Any and ai/ undertakings of suretyship And the execution of such bonds or undertakings in pursuance ofthese presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its offices in Lincoln, Nebraska, in their own pel'SQns. The following Resolution was adopted at the Regular Meeting of the Board of Directors ofthe UNIVERSAL SURETY COMPANY, held on July 23, 1981: "RESOLVED, That the signatures of officers of the Company and the seal of the Company may be affixed by facsimile to any Power of Attorney executed in accordance with Article V-Section 6 of the Company Bylaws: and that any such Power of Attomey bearing such fucsirniie signatures, including the facsimile signature of a certifYing Assist:\nt Secretary and facsimile seal shall ~ valid and binding upon the Company with respect to any bond, undertaking or contract of suretyship to which it is attached, " All authority hereby conferred shall remain in full force and effect until terminated by the Company, IN WITNESS WHEREOF, UNIVERSAL SURETY COMPANY has caused these presents to, be signed by its Vice President and its corporate seal to be hereunto affixed this 16 day of April ,20 04 UNIVERSAL SURETY COMPANY !/Q/;JkMJ - ~~~ Secretary By Vice President State of Nebraska ) ) ss, County of Lancaster) On this 16 day of April ,20 04 before me personally came Robert L. Privett, to me known, who being by me duly sworn. did depose and say that (s)he resides in the County of Seward, State of Nebraska; that (s)he is the Vice President of the UNIVERSAL SURETY COMPANY, the corporation described in and which executed the above instrument; that (s)he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation; that (s)he signed (his) (her) name by like order; and that Bylaw, Article V-Section 6, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force, ~C~~ ~NOTMY._IfI__ CHElM.A. BROWN My Commission Expires April 12,2007. Notary Public lit Comm. &,J... ft,_ I, Jeanne Bower, Assistant Secretary of UNIVERSAL SURETY COMPANY, do hereby certi/}' that the above and foregoing is a true and correct copy of a Power of Attorney executed by said UNIVERSAL SURETY COMPANY, which is stili in full fo;J1 and effect. ,20 tJS-. Signed and sealed at the City of Lincoln, Nebraska this 21ft' day of /Ylllt' / '-), ~:) L_?u2tf2o.:'~><"" /.::.1-7 ::'-""____ / Assistant Secretary - Lab.l'- vVLUH) .lnap Vu~pu~ r <11:;;!; Page 1 of 1 New Guardrail - Colo. River Rd. / '~, [J '---...... ~,J''''.....~''''>~-''''' - #1 "'"--........ '-, @ (,~ '>'---(f'..~ ~. "1,- .........~.~~<W~.r-..., /'~ Copyright 2004 ,/,/, Eagle County GIS PO Box 850 Eagle, CO 81631 DISCLAIMER: This map was created by the Eagle County GIS Department. Use of this map should be for general purposes only, Eagle County does not warrant the accuracy of the data contained herein. http://gisweb.eaglecounty,us/servlet!com,esri, esrimap ,Esrimap ?ServiceN ame=ec gis&Client.,. 3/3/2005 .... L.t.6"" 1. V.L J. New Guardrail - Colo. River Rd. #2- Cl> ., OH'.... If".'."<.\' Legend ,.' ...,! ,'< /V' S1ftHI.ts Copyright 2004 Eagle County GIS PO Box 850 _, " E.,I., CO 81631 ~,~ (~m~ DISCLAIMER: This map was created by the Eagle County GIS Department Use of this map should be for general purposes only. Eagle County does not warrant the accuracy of the data contained herein, http://gisweb.eaglecounty ,usl serv let! com. esri, esrimap ,Esrimap ?ServiceN ame=ecgis&Client." 3/3/2005 - -L U.5'-' .1 V.l .1 . . New Guardrail - Colo. River Rd. NW DlSTR1CT SHO~ @ ~.......~G'IIt~ . ,,0.... Il Legend /~i .... /V' SkU!. Copyright 2004 Eagle County GIS PO Box 850 Eagle. CO 81631 'h"",1c4"_ ."'" ~LE~iY 'Urr1ft~r' DISCLAIMER: This map was created by the Eagle County GIS Department Use of this map should be for general purposes only. Eagle County does not warrant the accuracy of the data contained herein. http://gisweb,eaglecounty, US/ servlet! com, esri.esrimap ,Esrimap ?ServiceN ame=ecgis&Client.,. 3/3/2005 - rage 1 or 1 New Guardrail - Colo. River Rd. " 0 ~ #4 I \ (1) I ~..-.......QII!t~ . ...:,,:+- ~ LeQf)nd if Copyright 2004 # S1rHts Eagle County GIS PO Box 850 ,"--"'-,-' Eagle, CO 81631 t~ t::OJNf'( "c.bfl't~ DISCLAIMER: This map was created by the Eagle County GIS Department. Use of this map should be for general purposes only. Eagle County does not warrant the accuracy of the data contained herein, http://gisweb,eaglecounty, usl servletl com, esri. esrimap.Esrimap ?ServiceN ame=ecgis&Client". 3/3/2005 .1 abc; 1 Ul 1 Guardrail . Frying Pan Rd. repair - ~~---~ J ( ~ 409 ..... .../ d" ._.~-?\ ) ~~~~,~ ~'1f ~~d'c , J'" ~~ 'iC_ '"$: 'iY {t " ii'W:~ ~ c~ V':i i&",,~ '~'''--''~ _,~~ _*':~ i*.'}" -4'~f,':4 \%" Y_,-~' "'I':r:'fiNGP^"" FlO",,4 -,~ ~ * '" i%t-f'M ,-jf> -MOuN'rAlH-cr~ ft)~""'~ ,~~ % -#, " (;..,.. >. ""1\. "':s;:) ~.~~-~. . Q.l...... II Legend Copyright 2004 IV" Stlaets Eagle County GIS PO Box 850 ~~rY Eagle, CO 81631 ~~ DISCLAIMER: This map was created by the Eagle County GIS Department Use of this map should be for general purposes only, Eagle County does not warrant the accuracy of the data contained herein, http://gisweb,eaglecounty. usl servletl com, esri, esrimap ,Esrimap ?ServiceN ame=ec gis&Client.., 3/3/2005 . _ rage 1 OJ 1 Guardrail Repair - Frying Pan Rd. ~ --~~ /-.#7 ----./' o 0. t01W ... i'~' ;V SflM;AItAnd Copyright 2004 -- Eagle County GIS PO Box 850 : '"",: _ Eo.". CO 81631 ~i,~C'1~t!fY ''''~QJ;Ot$@&4t~~Yfg'Nr'' DISCLAIMER: This map was created by the Eagle County GIS Department. Use of this map should be for general purposes only, Eagle County does not warrant the accuracy of the data contained herein. http://gisweb.eaglecounty, usl serv let! com. esri, esrimap .Esrimap ?ServiceN ame=ec gis&Client.,. 3/312005 Guardrail Installation I ,,- " " u_ - ---- -------- ~i --------~~'-'~-~---~-'~--------"l 1 I " , I & Repair Locations I I I I 2005 [ i I I I I N I I A i Legend I Eag Ie _ cou nty _roads.sh p COUNTY w STATE Counties_sp.shp ! Muni_bd.shp I ~ ( ! ~q This map was created by Eagle County Weed & Pest. Use of this map is for general PITKIN I purposes only. Eagle County does not warrent '\ I the accuracy of the information contained i i I herein. ! L_,~_~____,. I --_.----- -,----------, ~~--_.._._...__._._-_._-_.------~---- .~ Map Created: 03/04/2005 Map Scale 20 0 20 Miles E~~ ~~-~_ -~=r=~~ -~-~'., ..... - .. -=.='-=~='~ (SEE NOTE 3) 'h --; -NERAL NOTES t--* -----, lAIN, 7' POST IDENTIFICATION I. RATE or SLOPE DEPEN05 ON GUARDRAIL LOCATION: 1" li- OBSTRUCTION (SEE NOTES ON SHEET 2) - FOR GUARDIWL FAtE ~. FT, OR LESS FROM THE NORMAL EDGE OF PAVED TF 2' MIN. SHOULDER, CONTINIf \!'IE RATE OF SLOPE OF THE NORMAl PAVED SHOULDER (SEE NOTE ~) TO THE BREAKPOINT, *27" - FOR GUARDfIAIL FN:I: t>RE THAN 2 FT. FROM THE NORMAL EDGE OF THE PAVED ' , OJ NORMAl EDGE SHOULDER, /HE SLoPE'.3lHALL BE 10:1 OR FLATTER, *27" " OF PAVED WHEN SPEClf[D ONrnr:,ptJ,NS, EXTEND A 2 IN. MINIMUM THICKNESS PAVED SURFACE re 21- SHOUlDER 2_ . 1. . 1 FT. BEHIND THEGUAiR~ POSTS OR TO THE EROSION CONTROl CURB AS SHOWN 0/1 ASWLT ctJTTJ1KJ& PAQNG OR OTHER N'PRMD METHOD SI-WJ. BE USED TO MINlldlE I , , TO All PAVED SlJRf'ItE$: UNDER GUARDRAIl: INSTAllATIONS, COST FOR AlL REPAIRS TO TIfE 1.5: I MAX. stOPE PAW AREA MiL NOt af MEASURED AND PAID FOR SEPARATElY BUT SHAlL BE INCltJDED ,/ AT POST THE COST OF.THE wORk; ,A MINIMUM J IN, THICK FIBER REINFORCED CONCRETE PAVEMENT' - 2" MIN. HB~~ AlSO BE USED FORPAVliic BENEAm THE GUARDRAIL INSTAlL POST IN A J1 IN. OVERS/2m (5Er NOTE 2) ~ FORMED P.otE tOR IfAll:~NS AND TERMINAlS AS DIRECTED. PAYMENT FOR THIS PAVED SVR EARTH SHOULDER WlLL BE MADE UNDER A iPAVEMfNT OR CONCRETE PAY ITEM WITH OUANTITIES SHOWN ON WE OR 2- MIN. HBP 6' POST~ (SEE NOTE 2) 7' POST~ . J. . THE MINIMUM GI{/'RDRA1l~SU FROM PAVED SHOULDER EDGE SHAlL BE: o FT, FOR SHWtDERS FT. OR WIDER NORMAL ROADSIDE INSTAlLATION 2 Fr. FOR SHlXlLDERS;1; FT. OR lESS RESTRICTIVE ROADSIDE INSTAlLATION THE' ABWE.. 2 FT. ~ TO SHOULDER OFFSrr IS DE'SIRABlE aUT NOT REOUIRED FOR~ . . D I WITH 7, fOOT GUARD A OSTS f. EXISTING lIIGllWAY ~ DESIGN SPEED OF lESS THAN 50 MPH. MINIMUM OFFSET * FOR OVERLAY PROJECTS, RESET Of GUARDRAIlS (SEE NOTE 4) Of RAIL IS 0 FT, ^ Am WIDTH PAVED SHOULDER OR 4 FT, FROM TRAVElED WAY, II. ~ ONE-WAY bNE~ RAMP AND: ARE REQUIRED IF H < 24 IN, - THE 1lO1I-0fF!iifr GUARDRAIL OCGlNS AT lEAST 100 fT_ BEYOND RAMP NOSE. n J' MIN. -:- - THE HOtt-OFfS9t GUARDRAIlfS NOT LOCATED eN THE RAMP EXIT OR ENTAANCE CURVE <lONf.EGItofl TO THE: MAJOR HIGHwAY, OBSTRUCTIoN - THE /WdP. ~ ARE 4 fT. OR WIDER. 2' MlH. I *2r TYPE 6 CURB USE OFGRE'A1ER THAA.,ijlNllMI 0ffSf:T DBIENSIONS IS 'ENCOORAGED TO L/ffT THE DESIRABlE GQlL or ~ THE GUARDRAl. AS FAR AS PQSS/9tt FROI./THE TRAVEUD aRtAKPoINT WAY, EVtH FOR SWRT ~ANCES, WHIlE PRO\IIOING A SMOOTH ~E IN GUARDRAIl. . AUGflMENT. ( J ' ! ,"'-~=' oJ. F 2 IT; CAHNOr 9E '~DED ,BETWEEN nE BACK Of lHE GlJARORAIl POST AND 'THE BREAI<POtIT. USE' i' FT. GUARORAIl POSTS, REFER TO THE "RESTRICTIVE ROADSIDE /NSTAIlArKJt( ptrA/t. 1:::f 5, WHEN SPECIfEl) Ot>l ~ P!J\NS, INSTAll 4 IN.. HIGH TYPE 6 CURB WITH 1TS FACE AT OR. BEHIND (SEE NOTE 5) TH,E RAIL fN;(. AS, AHft/-TERNATlVE WHEN SPECIFIED ON THE P\JoHS, INSTAll A 2 IN, x 6 IN, . OPTION ,B TREATED (MSlITO 1.1 1ll) WOOO CURB FASTENED WITH A 4 IN. lAG BOLT AND WASHER OPTION ROADSIDE INSTALLATION AT EACH WOOD POST, ~ WJTH A Yl/N,' w.. BOlT WITH WASHER AND NUT AT EACH STEEL posr. WITH EROSION CONTROL CURB IF 1HE 2 '1'1, x 6 It ~ CURB IS SPECIflED, IT WIlL BE INClUDED IN THE COST OfTHEGUARO~ IF APPROVEfJ BY TJI( EJ.;(ifNffR, A 2 IN, x 4 IN. TREATED WOOD CURB MAY BE SUBSTII1JfED RAIL FN;E TO BE '8' MIN, FOR mE 2" x 6" CUrt;(1ND SET ON TOP OF PAVEMENT SURfACE AND A1TACHED AS DESCR/BEO ABO AT ORIN FRONT ~ IF RAIL FACE IS NOT NO SPUCING SIIAlL St ,a.LOWED IN WOOD CURBS. ADJACENT BOARDS SHAlL BE BUTTED TOGETHER OF CURB FACE AT OR IN fRONT 151 AND SOl TED AT A POSt-OCAllOl'I. JOINTS SHAll. BE LOCATED AT THE POSTS. (SEE NOTE 7) ~ OF CURB FACE , BREAf<PO/IfT ONE POST MAY BE OMRt:O IN A GUARDRAIl RUN, SUCH AS AT A PIPE CULVERT 6. 2?" (NOTE J) WITH MINIMUM COVER:. HE W-BEAM RAIl SPANNING THE OMITTED-POST GM> SHAlL BE . C::::=... DOUBLED (ONE RAIl MSff:O IN'THE OTHER) AND SHALL EXTEND A MINIMUM OF 6 FT,-J IN_ ~ i / I ----. -:---.::: ON EJ1I-JER SlOE OF T/fGAP, USING 12 FT.-6 IN. RAIl SECTIONS. 'ONE OMITTED POST. I DEPENDING ON SPUfE 1iCAmN, REQUIRES 25 FT, OR 37 FT. - 6 IN, OF NESTED RAIL PO/NI OF SLOPE SEE NESTED RAIl AT imrrD POST OETAll ON THIS SHEff, URBAN ROADSIDE INSTALLATION WITH CURB AND GUTIER SElEGnON (POSS) N!!RMAl' FlttStDPE ], SEE SHEET 6 FOR cum TREATMENTS. AT GUARDRAIL TERMINAlS. t OMrrITo~r: r'-J'~~R5, NORMN.. CATCHPO!NT NORMAL CEf\1J1.R- TO-CENTER POST SPACING Wi = RAIL SPUCE ~~ EMBANk;M.ENT WITH GUARDRAIL ----- WCATION SPACING ~T --',-- l (NOTE: THE CATC/JPOINT REMAINS THE SAME AS THAT FOR ALL LOCATIONS 8cEPT 5' -3- I..... NESTED RAlL "NORMAL" Fill StOPE, FOR THE WIDER "z" DISTANCES, THE BRIDGE RAIl Loqi(lNS --.....;.---- - NESTED RAIL AT OMITTED POST VARIABLE SLOPE MAY "CATCHn AT THE POSS.) BRIDGE OR STRlJ(T;ffZE APPROACH SEE: SHEErS 10 & 15 (5EE NOTE 6) -.~ Colorado Department of Transportation Computer File Information StandiJrd Plan Revised GUARD RAIL TYPE 3 STANDARD PLAN NO --. Dote: Comments: ~ () 1'/ 4201 East Arkansas Avenue Path: www,dot.state:co,usjDevelopprojecls jDesignSupparl jMStandards j ~, W-BEAM M -606-1 u, Denver, Calarodo 80222 (30J) 757-9820 Drawing File Name: 606010101S.dwg =--=-~ Phone: (J03) 757-908J FAX: - ;'~~~,,:'.'':'.' .::' '.l,.'.~ :.... .r,". --- Issued By: Project Development Bronch O<:\obe( 1,2000 Sheet No" 1 of 15 D...", jo.-~ no\/ol,-,nrn.ant Rrnnr:h so Acad Version: R 14 Scole: NA Units: Eng/ish - - GENERAL NOTES 1. ALL W,BEAM SPLICES, AND SPLICES OF TERI.~ CONNECTORS 9. WOOD BL0CKS SHAlL at: CUT FROM THE SAME CROSS-SECTION, SPECIES, I 191/4 n TO VI-BEAM SHALL BE LAPPED IN THE" DIRECTRJI'/ OF TRAFFlC AND GRADE AND SIiA.ll RECElVE THE SAME PRESERVATIVE TREATMENT UNLESS OTHERWISE MOTED. ?S THE POSTS WHf/4 WOOD POSTS ARE USED. 16" TWO 16d CALVo 2. MATERIAL TYPE AND SHAPE OF POSTS AND BLOCKS SHAll BE THE SAME 10, RU'ERtNCES SUCH AS "PDB01". "POEDl", AND "PWE01" NAilS (TYPICAL) THROUGHOUT THE PROJECT EXCEPT WHEN SPECIFIC POSTS AND BLOCKS iN THIS STANDARD $PEGIFY HARDWARE DETAilS ARE FROM "A GUIDE TO -----r ARE SPECIFIED SUCH ?S AT END ANCHORAGES AND BOX CULVERTS. STIWDAROIZE[) HIGhWAY BARRIER HARDWARE" PREPARED BY THE I AASHTO"-AGc--ARTBA JOINT COOPERATIVE COMMrITEE. ' 14" 3. CONCRETE MAY BE READY-MIXED OR FIELD-MIXED AND SHAll CONSIST " BLOCK Of A' MINIMUM Of 1 PART CEMENT TO 6 PARTS AGGREGATE BY VOLUME, 11. NOTCHED PAll BLOCKOUTS MANUfACTURED fROM SYNlHETlC MATERiAl Will BE AllCEP1tD AS AlTERNATIVES TO WOOD NOTCHED BLOCKS " . % . HEX /oIUT 4, WHEN' $PEClFlED IN THE CONTRACT, 7 FT. POSTS' SHAlL BE , FOR USE WITH STEEl POSTS PROVIDED mAT THE BLOCl<OUTS HAVE % D/A. x 18 BOLT AND WASHER INSTAllED INSTfAD OF THE STANDARD 6 FT, POSTS, 7 FT. POSTS RECEIVED fHWA AP1>ROVAl AND ARE CERTIFIED AS IDENTICAL TO THE, IN 3/4 . HOLE SHAll. BE MARKED WITH mE NUMBER 7 TO ENSURE Sf'ECiMENS USED FOR TESTING AND APPROVAl, PERMANENT IDENTIFICATION. THE NUMBER 7 SHAil. BE A MINIMUM ' 2 IH. li\ll AND lOCATED ?S SHOWN IN THE ElEVATION VIEWS f2. WOOD POSTS. SHALl; BE MADE OF TIMBER. WITH AN EXTREME FIBER, STRESS SEE NOTE * ON SHEEr I. IN BENDING OF 12CO psi. STRESS GRADING AND POST DIMENSIONS SHALL BE IN , IN ACCORDANCE WITIi mE RUlES OF THE' WEST COAST INSPECTION BUREAU OR 5. THE ST..4.NOARD J" x 1 %" X JA6' RECTANGUlAR WASHER THE SOUTHEkN PlNIi BUREAU OR THE WESTERN WOOD PRODUCTS ASsocllinON. USED UNDER POST BOLT HEADS IN THE PAST MAY REMAIN IN . TIMBER fOR posis SHAlL BE EITHER ROUGH SAWN (UNPLANED) OR EXISTING INSTAllATIONS BUT SHAlL NOT BE USED IN NEW S4S (SURFA$> FOQ'R SIDES) WITH NOMiNAl DIMENSIONS, INDICATED. 6' WOOD POST CONSTRUC1l0N, REPAIRS, OR RESETTING Of RAIL mERE ARE EXCEPTIONS ONLY ONErWt Of;SURFACE FINISH SHALl BE USED FOR POSTS AND REflECTOR TAB WHtHE RECTANGUlAR WASHER lOCATIONS ARE SPECIFlCAlLY IDENTIFIED BLOCKOUTS IN ANY 'ONE CONlINUOUS lENGTH OF GUARDRAIL (SEE NOTE B) ON THIS STANDARD PIAN. , , 13. PRESSURE TRE'AThIE'ff Of POSTS AND BLOCKS SHAll BE IN ACCORDANCE 6. STANM'lD GALVANIZED ROUND STEEl WASHERS SHALL BE USED UNDER Wffil AASHrO U1.ll ExCEPT THAT BlOCKS NEED NOT BE INCISED, AlL NUTS IN COIffACT WITH WOOD POSTS, PffiSERVAllON ASsAY RETENTION REPORTS SHAll BE fQWA/IDEIl TO .. THE ENGlNEI1'r.~COUTRACTOR SHALl CERTIFY THE SPECIES AND GRADE 7. REFlECTOR TABS SHALl BE INSfALLED AT 25 FT. I~ALS . MEET THE REOUlllf}.i~ OF THE CONTRACT. (SEE SHEETS.5 AND 7 OF M-60IH fOR EXCEPTIONS), . . (PDBO 1 & PDEO 1 ) REFl.ECTOR TABS WU NOT BE PAID FOR SEPARAffiY 14. W-BE'AM AND lHRlEfSOO GUARDRAIL POSTS SHAlL BE MANUFACTURED . . BUT SHALL BE INCLUDED IN mE COST Of THE GUARDRAIL, USING MSHTO M27{} (ASTM A709) GRADE 36 STEEL UNlESS CORROSION 5/8 OIA. x 18 BUTTON HEAD BOLT .1HE TABS 'SHAll BE MOUNlED SO THAT mE BOLT SLOT STEa IS REQUIRED ilN WHICH CASE lHE POST SHALL BE MANUFACTURED WOOD POST & BLOCK F.A.CfS AWAY FROM TRAFFlC AND THE REFLECTOR/ZED SURFACE, FROM AASHTir M27c1.(ASTM A709) GRADE SOW STEa THE DIMENSIONS ' FACfS mE APPROACHING TRAFFIC FOR ONE-WAY ROADS, FOR, Of mE CRoss.-SE<;jJON SHAll CONFORM TO A WIi x 9SECTlON AS DEFlHED (DIMENSIONS SHOWN ARE FOR NOMINAL 6"x 8" POSTS. & BLOCKS) ': 1\'IO-WAY ROADS, BOTH SIDES OF THE TABS. SHAlL BE REFLECTORIZED IN AASHTOI.I160 (A$M AS). W6 x 8,5 W10EFLANGE POSTS ARE AN . SO THAT DEUNEAlION IS PROVlOED FOR BOTH DlRECllONS Of TRAVEL 'ACCEPTABlE AlTERNA;TIVE .THAT IS CONSIDERED, EQUIVALENT TO THE REarcroRIZAlION COLOR SHAll MATCH' THE COLOR OF lHE: ADJACENT W6 . 9 ? TRAVElED WAY EDGE UHf. SEE TAB DETAIL ON SHEET 3. x . * NOTE: AN AOOITlONAl HOLE SHAll BE PROVIDED 8. AT THE TIME A POST 'OR BlOCK IS INSTAlLED, NO SEASONING CHEC/{ 15. AfTER mE SEcnOlflS CUT AND AlL HOlES ARE DRIUfD OR PUNCHED IN POST TO FACIlITATE FUTURE RAISING Will BE: PERMITTED wHICH EXCEEDS 1/ IN IN WIOlH WHEN THE THE CPMPONENf ~ BE ZINC-COA1ID ACCORDING TO MSHTO MIll OF mE RAIL FOR OVERLAYS, .. ' . /4' , . (ASTMA12J) UN!IS~ CORROSION RtslsrANT Slffi IS USED, WHEN CHeCK EXTENDS THE fUll lENGTH OF THE PIECE. CORROSION RESIS'fA.>(r STEEl IS USED mE PORTION OF mE POST TO' f1E SEE NOTE EMBED[lED'IN sOil SHAll BE, ZINC-~OA1ED ACCORDING TO MSHTO Ml f 1 * (ASTM AI2J) AND TrlE PORllON ABOVE THE SOil SHAlL NOT BE ZINC-CDATtlJ, PAINT{:D OR OTHERWISE TREA1ED. ~~~ . ~W w W J~' 21/" /2 31;'" ~ 1"'1 4 31/4"1~ -. . r . .. - ]]~6~CHED zt. ( BLOCK '7" I .. ~%' HE! NUT s;a" DfA. x 10' BOLT . AND WAsHER. IN 3/4' HOLE W6 x 9 POST 6' WOOD POST ! 10 __. ______ ,. ~ ....~ .'_y~ y'.. . . . .... """ ......",v....,,~,". 5/8 ~;;H~~T'0;~\y/,.}i)):,,)>y);>>';0 . ?,'Y>;YA ,,>,W),'y)' '''0~<<R::;~k~2;~~ ~~~~~~~'<<<~ AND 3/4" Of A. HOLE IN BLOCK . SEE NOTE 15 (PWE01) TIMBER r=J ~ 0 STEEL POST & NOTCHED BLOCK DOUBLE BLOCK AND RA/L MEDIAN BAPR/ER . (NOMINAL DIMENSIONS ARE SHOWN FOR THE POSTS &: BLOCKS) GUARDRAIL TYPE 3 (DOUBLE) , ' "'a/arado Department of Transportation Computer File Information Date:Standard P/~o~m~~~~ised GUARD RAIL TYPE 3 STANDARD PLAN NO. ~ 0 D 4201 East ArKansas Avenue ' Path: www.dotstate.ca.us/DevelopProjects/DesignSupport/MStondords/ - . W BEAM. , M - 606 - 1 ~~~. - J ~=--~ Phone: (303) 757-9083 FAX: (303) 757-9820 Drawing File Name: 6060102015.dwg . ~~j;;~'PoR~:velopment Branch SO Acod VersiDn: RH Scole: NA Units: English .~~ Issued By: Project Development Branch October L 2000, Sheet No. 2 of 15 -58- 12,5' SPAN t 12.5' , , 1 08STRUCTlONr N:]' J7.5 - 12.5 Fill REOUIRING GENERAL NOTES TO NEAREST FT uR FT OR 12'-6" ,NFT I'IFT GUARDRAiL L THE 2 FT. OFFSET FROM THE EDGE OF THE PAVED ,/' ",,- SHOUlCtR TO THE FACE OF THE GUARDRAIL (FOR ' ,6'-J" / - /- ......--/' SHOUlDeRS 6 FT. OR LESS IN WIDTH) IS DESIRABLE ,01. 0 0 .0., . . .. ... .-:1...... -- /- '. // aUT >lqt MANDATORY WHEN lliE RDAfYNAY DE~GN SPEED , t, '\ IS LES~1c.THAN 50 MPH. THE MINIMUM OFFSET OF GUARDRAIL VARIES t 10:/ OR FlATTER FROM T~E EDGE OF TRAVELED WAY IS 4 FT. '0" IS THE EOGE OF AN 8 Ff. OR 10 IT. SHOULDER. "b" IS THE EDGE OF .AN 6 IT, DR IfS~ SHOULDER. SEE NOTES AND DETAILS ON SHEETS I, 13, & ~ 2, THf 1Yfk 3G OR 3H TRANSITIONS (i:e. SHITT 10) ONE-WAY ONE-WAY ONE-WAY sl'fAU $E USED TO CONNECT A TYPE J W-BEAM TO . A TYPE f4 OR TYPE 7 CONCRETE BARRIER OR TO A TYPE 4, 7, B H N OR to BRIDGE RAIL FOR A TRANsmON FROM A RONJWAY , 'f l SPAN r -:r 7 ' RLL REQUIRING TYPE J Uv-BEAM TO A BRIDGE RAIL lYPE 3 WITH BACKING WBES 37.5 N OBSTRUCTION N FTJ 0.5R GU'AODRAIL ' FILL REQUIRING THE TR.1N" SIT/ON TYPE,3L SHOWN ON SHEET 15 SHALL BE USED. . FT OR TO NEAREST fV\ FT OR GUARDRAIl ' 12' 6" NFT - NFT ' . NFT, - _-...--.--- (IN Fli) __--.----- ~--" ",,- 3. 'TR" \\1tL BE 18. FT,-9 IN, FOR THE TRANSmONS1YPE 3G _ 0 0 0 J'. 6'-3"-{ .-//_v . '. /~ AND 3H!.ANO 25 IT. FOR THE TRANSITION TYPE JL . . , . ~ 4-. "FT" IS THE END ANCHORAGE (FlARED) AND . . _ 1,1>., OR flAm:. , "NfT' 'i THE END ANCHORAGE (NO NflARED). . / / ' /" b 5. rHEo GU.kDRAIL lENGTH DIMENSION "N- IS THE lENGTH ~~}591'tjJ5 ~~:Jf_ 15 Dt.tF.RMINED BY THE LENGTH OF NEED COMPUTATION ~ '-< <' .AND IS .'SHOWN ON THE PLAN, S, THE MINIMUM IS 12 FT.-6 IN. ""' <' WHERE SfTE CONDmONS ALLOW. THE OVERAll REQUIRED lENGTH - - - - - TWO-WAY - - - - - - - TWO-WAY - - - - - - TWO-WAY _ _ _ OF NEf;D CAN INCLUDE TH~ LENGTH OF TRANsmON, .. ,. )> 1HE lEf,4GTH' OF RAIL (N), AND ANY REDIRECTNE .lENGTH:/N THE RAIL END TREATMENT. D DE OBSTRUCTIONS GUARDRAIL FOR GUARDRAil FOR GUARDRAil FOR ROA S/ , ' ROADSIDE FILL CONSTRUCT/ON ROADSIDE CUT-TO-FlLL CONDmON J~5' J~5'l /F[AR DRIVEWAY FfJR J7'5'1rx::rTRt" BRlDGE1TR I = g ~R~ Ff QR 0 m LENGTH NFT . " . 3D (FOR I.IUlntANE) . R .. ~ 'TO FIT , . flEIJ) eoNflITlONS o 0 (MIll, ~. = 6.5 Ff,) b b .( ------..--...p- > b b LAYOUT FOR DRIVEWAY APPROACH a. i- 6:-r '. .,. ", a 1625' ~ ~7;;; t " mL BRIDGE J m J. L,fd: GLIARlJIWl WE , WITH BlDCKEll OUT POSTS SP",," 125' * J7S' NFT NFT AT 37 FT.-l/2 IN. FROM STRUCTURE AROUND CURVE I . APPROACH . NARROW STRAIGHT FlARE FROM BRIDGE FT EXIT BRIDGE I- TR . .-1 I-- ' ' INTERRUPTED I 6 -J .1 J ,t>""~1';"\'-':--"~'SHOULDER~ 2-WAY NORMAL BRIDGE APPLICATION STRUCTURE APPROACH ~ BRIDGE WIDTH OF - - - - TWO-WAY WIDTH - - - TRAVElLED - (USE 1YPE 3J ON SHEEr 11 WHEN PRACTICAL) ~ . WAYS I-TR ' * RAlL LENGTHS ARE MINIMUM. ADOmONAL LENGTH TO SATISfY GUARDRAIL WARRAmS SHAll BE PROVIDED. 2-WAY NARROW APPLICATION Colorado Department of Transportation Computer File. Info~mation Date:Stondard Pl~~~llf\~:~ised GUARD RAIL TYP E 3 STANDARD' PLAN NO. ~ 0 Tf 4201 East Arkansas Avenue Path: www,dot.stote,co.usjDevefopProjectsjDesrgnSupportjMStandords/ ' ~.- Denver, Colorado 80222 W BEAM M - 6 0 6 - 1 ===----== Phone: (303) 757-9083 FAX: (303) 757-9820 Drawing File Nome; 60601014015,dwg - ~~~....P.PJ~r ':;r "".J;H::i,"OIi'.llll)." Project Development Branch SO AcodVersion: R14 Scale: NA Units: English - Issued By: Project Development Bronch October 1, 2(:00 Sheet No. 14 of 15 -70~ / t ~~V!SIONS POST NO.1. '! , ' , o'-j" ~ , 0" . 6' WOOD ....-12 GAGI. STm TO Bl' TAD< ,I . . . . ' . 2 J~. 'WELDfO AT j" SPACING INTO r' I ' PO~ NO; -- ! -- 12 GAGE TERMINAL BREAKAWAY POST :. TERMINAL SECTION (BUrfER) , 6' x 8 x.6 WOOD , ( ~16"---j SECTION (CONNECTOR)_,., 'Gj NOILS FOR TYPE 3E BREAKAWAY POST" '. \ ! . 11" RADIUS TERMINAL , . Co ' .. u"" .. SECTION (BUFFER) . J '. . <:I14141~ 1/2 12 GAGE r'~ ,D'AlNAG' HOLES L SEE sNtm J, 2 AND J FOR STANDARD TYPE 3 GUARDRAIL AN I (SEE NOTE 4) /~~), DETAILS. o /. .~ . I :P , '-5" TO 6" j5 HOLE . 5" TO 6" 2. STANDARD WOOD POSTS WITH BLOCKS SHALL BE USED FOR PO~ '-ANCHOR PLATE' 18" WELDED 7" 1 HOLE ,7 OF THE TYF'F: 3E END ANCHORAGE. POSTS 1 AND 2 SHAll 8 . . DJAPHRAGM t . BREAKAWAY P€,STS (WITH 2%" P HOlE) ANO WITHOUT BlOCl<S, ' HEx NfAD BOLT '20'.... BOlTED WELDE.D 3 TAIlS WITH a AN "''''''''''' .i-o.-ATION m THE CONCRETE Fom"., FOR POS" ". ~ · DIA BOLT AND'M BOLT HOlE THE STEn:. wtlH 5 1/2" , 7 1/2" POSTS AS _ on s> " RECTANGUlAR WASHER . 'CONTR;.GTOR ~y CONSTRUCT EITHER THE CONCRETE, OR STEEL ruE - UNDER BUFFER (2 REQUIRED) HOWEVER, IHr!(SAME TYPE OF FOUNDATION SHALl, BE USED FOR E 1 r;- -; -:- -; ... .,- 1 &: 2 IN AN jSTAllATlON, '~-='~~-Jt.-4. 0 TWO DIAPHRAGMS: 'BOLTED 'i' I f. ~....-;r-~-.."..:'''O';;:::..... 8 + APART WElDro 4, THE TYPE 3P, NOSE MAY EITHER BE A SiNGlE PIEcE OR IT MAY cc 1'2..-J:..=.=16'~' .....~..... , 12 t APART BOLTED.' DIAPHRAGM TERMINAL st<ihoN (BUFFER}, RE-7-79 AND A TERMiNAl ~EcrION 1 ~":t TWo lOd CALv. NAILS RE-8-79, ,1M EITHER CASE. ~O DIAPHRAGMS SHAll BE INClUDED ' BEARING PLATE 8" x 8" x %" S MAY BE BOLTED OR WELDED INTO THE NOSE. (SEE' NOTE 7)- 2 HEX'NUTS AND WASHER FOR' 5, PAYMENT ,f'OR'rHE ADDED EMBANKMENT (APPROXIMATELY 60 CU. YO~ TIMBER WEDGE 1" SWD (SEE NOTE 7) FlARE SHAll BE AS FOLLOW$: " (SEE NOTE 9) , '-~.. cROWN (TYPICAL) , J' 8" f' _ U~fR PAY ITEM 203 WHEN THE CONTRACT PlANS INCLUDE PAY 11 ~:t 2" 1.0. x 6" STO, J,'L 4" . 1 %' _ INClUDED IN THE COST OF END ANCHORAGE, TYPE 3E, ITEM 606 P PIPE SLEEVE IN ~'" 1:----1 i --4 r' WHENTf-fE: IX>NTRACT PLANS DO NOT INClUDE PAY ITEM 203, 2%" i1 HOLE . , f',; . . ' I, :. ..' F-34-76---- lK 1 J ./ nr.; PHOlEllii ----r ~ 6, 37.S'P-o/?Af3OI;IC FlARE DIMENSIONS: I "I I, I, Posr;NO.: 7 6 5 ' 4 .3 2 r--- " ' lY,~ DIA. _"-Jl 8" HORl;;PNTAt: 0,0' 6.25' 1-2.49' 18.72' 24.92' 31.09' .3 .. . 1 " ' . , -7 '.. J OFFSET: 0,0' 0,11' 0045' 1.01' 1.79' 2.79' INSTAll POST '" l1i OIIERs/ZE.. 2Y. J J ./ ~ " . 2...... "All LEH<1H, 0,0'. 6.25' 12.50' la75' 25..... 31.25' 3; FORMED HOLE (SEE NOTE 9) . ' I . , t",,' , L-~" " . ~ '% STEEL PLATE, 7. 'TiGHTEN 'CABlE; ASSEMBLY TO A TAUT.CONOITJON ON INITIAl INSTALLATION. 3" CLEAR. TYP. ' .. 1 8 '-% PLATE '. TENSION CJi1fCX' REQUIRED, AND TAUT CONDITION RESTORED IF NECE:SSAl \...24.. DIA. CONCRETE FOOTING ON POST NO: t AND 2. . F-.3o(HOlE REVlSEPJ-79 DAYS AfTER IiSTALLATION OR BEFORE COMPlETION Of' . PROJECT. THE Ol (SEE NOTE 3) " ,', . F-38-!9 , BEARING. PLATE NUT SHAlL, BE'TORQUEO SECURELY AGAINST THE INSIDE NUT. . '-""";W1.4. W!.4 WELDED -.: FAB~~______________________________________________.EHJ:LELA1E ---------------;--mR-CO~--- ., 'H< ,... "" 'EET OF 1>IE w-a.... RAIL .. THE PARABOlIC FlARE ,,^Y -'~ (LA. ONE SOlJ..RC) , : ENCASED' POSTS EITHER ONE 25 FOOT stenON OR lWO 12'-6~ SECTIONS ' TYPE 3E 'END ANCHORAGE ", . ' " . 9. USE crDA~ Of? PRESERVATIVE-TREATED nMBER WEDGES ON Tl;iRE,E SJDES ' 6" POST PLACED IN OVERSIZE: HOLE. OR WRAP EMBEDDED PORnON'Of' ORICl I. 6 ~ ! " POST ONLY 'M!H POL YSTl'REJ<lE %?" THICK, TO FACILITATE POST -Rtf'LACEMl ~'" DIA. x 7" LONG STUD ; : "THREAOED..ENTlRE LENGJ}f ! END PLATE...... 1--16" LONG.....>.<:- 5~ . , " , .... ! 1WO HEX NUTS AND (' 1 2" ." SURFACE %" r r:J ..--* VIA. (6xI9) GALVANIZED., I WASHER FOR I" -STUD "i f. I . '. / 1{-*1'1 ..... CAStE 10 BE SWAGE-CONNECTEO . (SEE NOTE 7) '.~. . BAS~ ' P' .' ~ " " . 1"-35-76_ I:<:!:> G:) . ... . _ ...-' W""_""'" WUu~~ " ;___' .. SU!'lBASE f L .L 1/" '. , :X6 THICK 5......J 1/4, 5 .. 1%-, .. ....STANDARD SWAGEO 'CONNECTION. I STEEL PLATE Ya MACHINE BOLT'(. 115.1" ---l, FOR CABLE AND STI'D BOTH ENDS '--, REOUIRED) AND CUT /16 J ,. / WASHER ON FRONT POINT OF SLOPE SELECTION 1"-.37-76 , 1" DIA, STUD" FACE OF RAJl W D-D ANCHOR CABLE \, ~.. DIA, (EIGHT) VIE ,NORMAL CATCHPOlm (DOES Nor CHANGE) RE-71-79 , D-, ANCHOR. PLA TE DETAIL + (W-BEAM RNL NOT SHOWN) '--7 J TYPE 3 GUARDRAIL PAY lENGTH I 10' ; ANCHOR PlA TE DETAIL 6" )C a" WOOD BREAKAWAY P.OST_____ ]"-7" -(END PLATE NOT SHOW) I BREAKPOINT --.., MIN.' a: -: ~ EDGE OF PAVEMENT N '. , I 1,1 w' I ',- ,2 ... C--J- 0 >" ; ,BREAKPOINT t'O:I tAX, SLOPE ' :5;;5 / : \. --ANY CURB IN THIS AREA MUST C 0 LOR ADO POST NO. 7-\ 2'1, 65 _~4 ~ m, i' -S ! ~~r-1' ;' BE AT THE: EXTENOED PAVW DEPARTMENT OF TRANSPORTATI l.~l ~ ~ " . ":: lfl W....J ", !' SURFACE EDGE, \ -101' 1.79 NJ a. u... ~-'~xTEND PAVED SURFACE. ,1 , CURB LOCATION l..' 00 ' . . , ~ ~ . GUARDR SrrFONROTE 7 ON. SHEET T "'0.00' "0.11' '0,45' FACE OF RAIL FOR 2' DESIRED-. ~ v:g 'L 'ADO TO PAVEMENT . ~l....... AIL TYPE 3 ( . ,~---j STRAIGHT SECTION O' MIN. I a.. OUANTJTJES FOR PAVEMENT ............ t ,/ l '--NO'RMAl SHOULDER EDGE LOCATION ~ W _ BEAM O' MIN, \ 6 SPACES AT 6'-3" = 37'-6" PARABOLA - ~--40'---______ (TYPE 3 E) . 2' DESIRED) . D . (SEE SHEET 11) -- DO NOT USE RECTANGULAR WASHERS AND DEL/NEATOR TABS UNDER BOLT HEAD AT RAIL FACE ON POSTS NO, 2 THROUGH No.7.. PLAN VIEW ISSUED BY STANDARD PLAN f'., STAFF DESIGN BRANCH M' 606 1 TYPE 3E END ANCHORAGE BREAKAWA Y CABLE TERMINAL (BCT) FLARE DATE. _ _ _ . REVISED pATE: NOY. 1, f992 SHEET.I:) n~ 1') ~n __