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HomeMy WebLinkAboutBID - 7290 CRACK SEAL & FILL PROJECT 2012 (2)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 AND CONTRACT DOCUMENTS FOR CRACK SEAL & FILL PROJECT 2011 BID NO. 7290 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS OCTOBER 19, 2011 – 3:00 P.M. (OUR CLOCK) CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SOILS REPORT SECTION 00020 INVITATION TO BID SECTION 00020 INVITATION TO BID Date: September 28, 2011 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on October 19, 2011, for the Crack Seal & Fill Project 2011; BID NO. 7290. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7290. The Work shall consist of cleaning, sealing, and filling cracks on designated streets in the City of Fort Collins. Only $100,000 worth of work can be completed in 2011 and the remainder will be completed in 2012 when funding is available. 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. 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://www.fcgov.com/eprocurement Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision-making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director SECTION 00100 INSTRUCTIONS TO BIDDERS SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 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. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 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. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 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 hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is 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 SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 7290 Crack Seal & Fill Project 2011 Place: Date: 1. In compliance with your Invitation to Bid dated September 27, 2011 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) 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 . 8. BID SCHEDULE (Base Bid) City will award on Bid schedule 1 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: Printed Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 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, . 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. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20__, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL SURETY Name: Address: By: By: Title: Title: ATTEST: By: (SEAL) (SEAL) SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 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 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__. (Seal) Notary Public My commission expires: . SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: TO: PROJECT: 7290 Crack Seal & Fill Project 2011 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 7290 Crack Seal & Fill Project 2011. 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. City of Fort Collins OWNER By: James B. O’Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management 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 7290 Crack Seal & Fill Project 2011 and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by City of fort Collins Streets Department, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 This is a one year agreement but, at the option of the City, the Agreement may be extended for additional one year periods not to exceed four (4) additional one year periods. Pricing changes shall be negotiated by and agreed to by both parties and may use the Denver - Boulder CPI-U as published by the Colorado State Planning and Budget Office as a guide. 3.2 The Work shall be Substantially Complete within ninety (90) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within five (5) calendar days after the date when the Contract Times commence to run. 3.3 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the ninety (90) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the five (5) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Dollars ($ ), 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, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, 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. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER 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. 95% 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 Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, 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. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of “Contract Documents” in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: None 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. OWNER: CITY OF FORT COLLINS CONTRACTOR: By: By: JAMES B. O’NEILL II, CPPO, FNIGP PRINTED DIRECTOR OF PURCHASING AND RISK MANAGEMENT Title: Title: Date: Date: Attest: (CORPORATE SEAL) City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Attest: Approved as to Form Address for giving notices: Assistant City Attorney License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 7290 Crack Seal & Fill Project 2011 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 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, 7290 Crack Seal & Fill Project 2011. 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. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _____ day of _____ ____, 20__. IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 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, 7290 Crack Seal & Fill Project 2011. 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. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20__. IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7290 Crack Seal & Fill Project 2011 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. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE , 20__ TO: Gentlemen: 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, 7290 Crack Seal & Fill Project 2011. 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: City of Fort Collins By: Title: ATTEST: Title: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: 7290 Crack Seal & Fill Project 2011 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 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 day of , 20__. CONTRACTOR: By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20__, by . Witness my hand and official seal. My Commission Expires: Notary Public SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7290 Crack Seal & Fill Project 2011 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 , 20____ . (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 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) 89 - Period 0170-750 (999) $0.00 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: EXEMPTION INFORMATION Copies of contract or agreement pages (1) identifying the contracting parties 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 construction start date: Month Day Year Estimated completion date: Month Day Year 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 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) 6 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 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: None Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: None SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This 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 zero (0) days lost due to abnormal weather conditions. SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Crack Seal & Fill Project 2011 CONTRACTOR: PROJECT NUMBER: 7290 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 % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract NUMBER DATE AMOUNT The present status of the account for this Contract is as follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 STORED MATERIALS SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This Number Number Description Application Period Period 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 2011 CRACK SEAL & CRACK FILL PROJECT GENERAL REQUIREMENTS INDEX SECTION PAGE NUMBERS 01010 Summary of Work General Requirements 2-3 01040 Coordination General Requirements 4-5 01310 Construction Schedules General Requirements 6-7 01340 Submittals General Requirements 8-9 01410 Testing General Requirements 10-11 01510 Temporary Utilities General Requirements 12 01560 Temporary Controls General Requirements 13-14 01700 Contract Closeout General Requirements 15 01800 Method of Measurement and Basis of Payment General Requirements 16 SECTION 01010 SUMMARY OF WORK General Requirements - Page 2 of 16 1.1 DESCRIPTION OF WORK A. This work shall consist of cleaning, sealing, and filling all roadway cracks greater than 1/8” wide on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. B. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday – Friday; operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the City Representative, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner’s costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Darren Moritz/Kathleen Maddux will be the Project Manager/Engineer. Darren Moritz 970-221-6218 Office 970-556-1495 Cell Kathleen Maddux 970-221-6615 Office 970-222-8781 Cell F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. SECTION 01010 SUMMARY OF WORK General Requirements - Page 3 of 16 UTILITIES Water: City of Fort Collins, Colorado Utilities 221-6700; Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970-566-4416 Telephone: UNCC / 1-800-922-1987 Local Contact: Debbie Kautz 970-689-0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast 493-7400 Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES Safety: Larimer County Sheriff's Department: Occupational Safety and Health Administration Non-Emergency: 221-7177 (OSHA): 844-3061 Fire: Ambulance: Poudre Fire Authority Poudre Valley Hospital Non-Emergency: 221-6581 Non-Emergency: 484-1227 Emergency: 911 Emergencies: 911 Police: City of Fort Collins Police Department Non-Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION SECTION 01040 COORDINATION General Requirements - Page 4 of 16 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.2 CONFERENCES A. A Pre-construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. The Project Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Project Engineer shall introduce the City Representative(s). B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Project Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Project Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Project Engineer shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Project Manager or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Project Manager, Project Engineer, and City Representative(s). 4. Traffic Control Supervisor. 5. Others as may be requested by Contractor, Owner, or Owner’s Representative. SECTION 01040 COORDINATION General Requirements - Page 5 of 16 C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. D. The City Representative and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION SECTION 01310 CONSTRUCTION SCHEDULES General Requirements - Page 6 of 16 1.1 GENERAL A. The Contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre-construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the work with the needs of Owner or others. C. The schedule must show how the street, landscaping and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. SECTION 01310 CONSTRUCTION SCHEDULES General Requirements - Page 7 of 16 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION SECTION 01340 SUBMITTALS General Requirements - Page 8 of 16 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. Project Engineer will not accept submittals from anyone but the Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Project Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Project Engineer before the time required by the schedule. C. Any need for more than one re-submission, or any other delay in obtaining Project Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Project Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Project Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Review status designations listed on Project Engineer’s submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Project Engineer's notations. Contractor is to proceed with the Work in accordance with Project Engineer’s notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Three (3) copies minimum, two (2) copies which will be retained by Project Engineer. SECTION 01340 SUBMITTALS General Requirements - Page 9 of 16 1.4 RE-SUBMISSION REQUIREMENTS A. Make corrections or changes required by Project Engineer and resubmit until accepted. B. In writing call Project Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing, call specific attention to revisions other than those called for by Project Engineer on previous submissions. END OF SECTION SECTION 01410 TESTING General Requirements - Page 10 of 16 1.1 GENERAL A. Provide such equipment and facilities as required for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included 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. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave or fill on schedule for any reason except by action of the Project Engineer/City Representative. B. Contractor shall notify the City Representative 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of their subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractors’ control system shall specifically include all testing required by the various sections of these Specifications. SECTION 01410 TESTING General Requirements - Page 11 of 16 B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractor's quality control system is the means by which he assures himself/herself that the construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the City Representative and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to the City Representative weekly. END OF SECTION SECTION 01510 TEMPORARY UTILITIES General Requirements - Page 12 of 16 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION SECTION 011560 TEMPORARY CONTROLS General Requirements - Page 13 of 16 1.1 NOISE CONTROL A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage and Erosion Control Manual (latest edition). 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the “Manual of Uniform Traffic Control Devices” (MUTCD), the City of Fort Collins “Work Area Traffic Control Handbook,” and the current “Larimer County Urban Area Street Standards.” In the event of a conflict between the MUTCD criteria and the City’s criteria, the City’s criteria shall govern. SECTION 011560 TEMPORARY CONTROLS General Requirements - Page 14 of 16 1.6 HAUL ROUTES The City reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION SECTION 01700 CONTRACT CLOSEOUT General Requirements - Page 15 of 16 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities damaged or soiled during construction. The City Representative will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the City Representative and/or Project Engineer upon request records, photographs and written descriptions of said work as may be required by the Project Engineer and they shall be submitted prior to project acceptance. END OF SECTION SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT General Requirements - Page 16 of 16 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance including traffic control. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, tools, and traffic control personnel and equipment; and performing all labor and supervision to fully complete the work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re-negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. END OF SECTION SECTION 02000 PROJECT SPECIFICATIONS Project Specifications- Page 1 of 21 The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction" (latest revision), and the current Larimer County “Urban Area Street Standards”, (hereafter referred to as the "Standard Specifications" or “LCUASS”) are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. INDEX OF REVISIONS SECTION 104 Traffic and Parking Control 105 Control of Work 108 Prosecution and Progress 208 Erosion Control 408 Crack Sealant & Crack Filler 627 Pavement Marking 630 Construction Zone Traffic Control REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Project Specifications- Page 2 of 21 Section 104 of the Standard Specifications is hereby revised as follows: MAINTAINING TRAFFIC Subsection 104.04 shall include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic; the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly state the type of work, date and times that the sign is in effect. (For example, if a street is to be crack sealed on Wednesday, September 6, the street shall be posted no later than Tuesday, September 5, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., CRACK SEALING.) See sample "NO PARKING" sign. “NO PARKING” signs shall remain in place until the street is opened to traffic and all clean up operations completed. All information on the "NO PARKING" signs, with the exception of the type of work, date and times shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The “NO PARKING” signs shall be in effect for one or two days only. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the “NO PARKING” notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor should notify the City Representative to arrange for any required towing. If the “NO PARKING” sign has been in place for a minimum of 24 hours, then the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification by the Contractor. The Contractor shall not be entitled to any additional compensation for delays associated with the towing of illegally parked vehicles. Any work done by the Contractor without traffic control or traffic control “NO PARKING” signs will not be paid for under the terms of this Contract. The Owner shall deduct $1,000.00 for each traffic control day for said conditions. At or near the end of each work day, a representative of the Contractor (the Traffic Control Supervisor) and the City Representative will meet to discuss the progress of the work and the placement of upcoming traffic control devices including "NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the City Representative. Any necessary adjustments shall be made. At this time the Contractor shall also review with the City Representative the proposed means of handling parking and traffic control for the upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to all businesses within the project and shall communicate their schedule 48 hours prior to work, to all businesses and residents effected by their work. Any changes in the traffic control as directed by the City Representative, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented. Traffic Control costs including but not limited to furnishing equipment, equipment set up/removal/modification, TCS and Flagging personnel, vehicles, phones, notification delivery, hand signs, communication devices, sandbags, and all related incidental items required for traffic control under this contract shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work. No measurement or payment shall be made separately for traffic control related items as specified in the specifications or as directed by the City Representative. See Section 630. REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Project Specifications- Page 3 of 21 END OF SECTION NO PARKING Wed SEPT 6 7:00 AM - 6:00 PM CRACK SEALING REVISION OF SECTION 105 CONTROL OF WORK Project Specifications- Page 4 of 21 Section 105 of the Standard Specifications is hereby revised as follows: PLANS, SHOP DRAWINGS, WORKING DRAWINGS, OTHER SUBMITTALS, AND CONSTRUCTION DRAWINGS Subsection 105.02 shall include the following: The Contractor shall furnish the required submittals in TABLE 105-1 before the commencement of work. Three (3) copies shall be furnished to the Engineer, two (2) copies will be returned to the Contractor upon approval. Submittals shall not be measured and paid for separately but shall be included in the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 108.03 Schedule of Work Yes Yes 208.06 Spill Kit: List of items included Yes No 408.02 Crack Sealant/Crack Filler Certificate of Compliance Yes No 408.02 MSDS Sheets Yes No 408.04 Crack Sealant/Crack Filler Measurement Plan Yes No 630.10 Traffic Control Plan Yes Yes 630.11 TCS Qualifications (reoccurs when TCS and flaggers change) Yes No 630.11 Resident Notification Letter Yes Yes COOPERATION BY CONTRACTOR Subsection 105.10 shall include the following: The City’s commitment to our Environmental Management System (EMS) requires that vehicles on City projects shall comply with the adoption of a “Limitation on Engine Idling” policy designed to reduce environmental impacts related to construction. Please comply with turning off vehicles instead of idling for long periods of time (more than three minutes, as a general rule). COOPERATION BETWEEN CONTRACTORS Subsection 105.12 shall include the following: City Utilities, Parks, Traffic, Streets, concrete and utility contractors may perform work related to the project within or near the limits of the projects. The Contractor shall conduct the Work without interfering or hindering the progress or completion of the work being performed by other contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely completion of all the work. INSPECTION AND TESTING OF WORK Subsection 105.16 shall include the following: The Contractor shall keep the City Representative informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the City Representative a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the Owner and the City Representative from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill REVISION OF SECTION 105 CONTROL OF WORK Project Specifications- Page 5 of 21 his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the City Representative or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.19 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area not be cleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the City Representative prior to the commencement of work. The Contractor shall maintain the streets during the construction process as prescribed above. If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor, sufficient funds to cover the Owner's cost to provide said service. All cost of maintaining the work during construction and before the project is accepted shall not be paid for separately, but shall be included in the work; including all required traffic control devices, personnel, and related traffic control incidentals. END OF SECTION REVISION OF SECTION 108 PROSECUTION AND PROGRESS Project Specifications- Page 6 of 21 Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall include the following: A schedule of work must be submitted prior to starting work, and shall include number of working days per area to complete all unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project Maps. The schedule should take any priorities into consideration. The schedule should also include projected start and end dates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. LIMITATION OF OPERATIONS Subsection 108.05 shall include the following: The work shall be completed within the following calendar months: JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC DETERMINATION AND EXTENSION OF TIME Subsection 108.08 shall include the following: Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the City Representative. Contract working days shall be ninety (90) days after work commences. The City of Fort Collins reserves the right to add or delete work as necessary. The City will prioritize the order in which the work will be completed. The Contractor shall mobilize to the area within ten (10) working days of Notice to Proceed or after receiving notification of accessibility of work area. FAILURE TO COMPLETE WORK ON TIME Subsection 108.09 shall include the following: Failure to meet the agreed upon milestones, mobilize to an area within days specified in 108.08, or fully complete the project within ninety (90) working days, shall result in liquidated damages assessed against the Contractor. At the City’s option, liquidated damages in the amount of $1,000.00 per day may be retained from any monies due the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. END OF SECTION REVISION OF SECTION 208 EROSION CONTROL Project Specifications- Page 7 of 21 Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be revised as follows: This work shall consist of providing appropriate and adequate spill prevention measures during the installation of the crack sealant and crack filler materials. Work shall be in accordance with The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, the City of Fort Collins Environmental Standard Operating Procedures contained herein, section 04000, and the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest revision). Any loss of time or materials due to spill related events shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or off site) during a spill event that occurs while on this project will be the sole responsibility of the Contractor. CONSTRUCTION REQUIREMENTS Subsection 208.03 shall be revised as follows: It shall be the responsibility of the Contractor to ensure that all work areas and roads adjacent to the project shall be clean of construction debris at the end of each working day or upon leaving any site. Subsection 208.06 shall be revised as follows: An appropriate Spill Kit shall be on site with each piece of equipment at all times during the installation of the work. The Contractor shall submit a description of the items contained in each Spill Kit and items shall be approved by the Project Engineer. METHOD OF MEASUREMENT Subsection 208.11 shall be revised as follows: All costs associated for materials, cleanup, and protection shall not be measured or paid for separately, but shall be considered incidental to the Work. BASIS OF PAYMENT Subsection 208.12 shall be revised as follows: All related costs shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for material, cleanup, personnel, and related incidental items as specified in these specifications, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 408 CRACK SEALANT & CRACK FILLER Project Specifications- Page 8 of 21 Section 408 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 408.01 shall include the following: This work shall include furnishing and placing an approved hot poured joint or crack sealant in properly prepared cracks in asphalt pavement. The work shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest revision), the City of Fort Collins Work Area Traffic Control Handbook, and the Larimer County Urban Area Street Standards (LCUASS). MATERIALS Subsection 408.02 shall include the following: Crack Sealant: material shall be NUVO CS- B hot poured, polymer modified asphalt crack and concrete joint sealant, or a similar approved equivalent, and shall conform to the following requirements: NUVO CS- B Cone Penetration:@ 77° F(25°C), ASTM D5 30-50 Flow: @ 140°F (60°C), ASTM D 5329 3 mm max. Resilience: @ 77°F(25°C), ASTM D 5329 40 - 55% Softening Point: ASTM D36 205°F min. Flexibility: 2 Sec. 1” Mandrel -10°F no cracks Ductility: @ 77°F (25°C), ASTM D5329 50 cm min. A certificate of compliance shall be submitted prior to construction Crack Filler: material shall be NUVO GAP- B hot-applied polymer modified asphalt mixed with engineered aggregate or a similar approved equivalent, and shall conform to the following requirements: NUVO GAP- B Binder Specification: Flexibility: 2 Sec. 1” Mandrel -15 min. (-6.1˚C) Resilience: @ 77˚F (26˚C). ASTM D5329 35% min. Tensile Adhesion: ASTM D5329 500% min. Aggregate Specification: Specific Gravity 1.5 Porosity Minimum 10% pores Sheer Strength Minimum 30% A certificate of compliance shall be submitted prior to construction Using a mixture of different brands and types of sealant is prohibited. Any material that ravels or can be pulled out by hand after placement shall not be accepted. The Contractor shall submit the necessary Material Safety and Data Sheets (MSDS), prior to commencement of work. REVISION OF SECTION 408 CRACK SEALANT & CRACK FILLER Project Specifications- Page 9 of 21 CONSTRUCTION REQUIREMENTS Subsection 408.03 shall include the following: In general, cracks that range from 1/8” to 1” wide shall be sealed with crack sealant (NUVO CS- B); cracks greater than 1” shall be filled with crack filler (NUVO GAP- B). The City Representative shall determine and mark the locations for the type of product installed at each location. Crack widths of 1/8” or larger shall be thoroughly cleaned using a hot compressed air lance to a depth of approximately twice the crack width. Direct flame dryers shall not be allowed. Drying and heating prior to installation of the crack seal material shall be completed in such a manner not to damage the existing bituminous surface. Care shall be taken to protect vehicles, pedestrians, and all property which may become damaged from the cleaning and installation process. Joints between the asphalt roadway and concrete curbs, gutters, cross pans, aprons and drainage structures shall be sealed. Air and pavement temperatures shall be at least 40 ˚F and rising but no more than 65 ˚F, or as directed by City Representative. Sealant shall be applied per the manufacturer’s recommendations. When melted and properly applied (not exceeding manufacturers recommended temperature restrictions) the crack sealant will form a resilient and adhesive compound which will effectively seal cracks in asphalt pavements. The sealant shall be leveled off and brought flush with the surface of the existing roadway by squeegee, wand shoe, or approved alternate equipment. The material shall be centered over the crack and the crack seal installation shall not exceed three inches in width. The Contractor shall be responsible for their quality control to ensure that all crack sealing material is flush with the existing surface before leaving the site. In the event that the crack sealing material sinks into the crack after the first application, the Contractor shall re-apply additional material to make flush with existing surface. Each days work shall be scheduled to allow all open joints and cracks to be sealed before the end of the workday. Should inclement weather preclude this effort, joints and cracks shall be re-cleaned before sealing. The Contractor shall sweep and clean all sidewalks, driveways, and streets adjacent to the work area after completion of installation. METHOD OF MEASUREMENT Subsection 408.04 shall include the following: The accepted quantities of crack sealant and crack filler shall be paid for at the contract unit price per pound under Bid Schedule 1 or the Alternate Bid Schedule 2. The City reserves the right to use the Alternate Bid Schedule 2 which excludes the crack sealant and crack filler material. The Contractor shall arrange to pick up the material from the Fort Collins Streets Department, 625 Ninth Street. The City Representative shall be present at the time of material pick up and shall be responsible for notifying the City Representative when re-ordering material is required. The City of Fort Collins may provide an enclosed equipment and material storage area for the duration of the Work to facilitate completion of the project under Bid Schedule 1. REVISION OF SECTION 408 CRACK SEALANT & CRACK FILLER Project Specifications- Page 10 of 21 The Contractor and Owner shall agree to a plan to measure the amount of crack sealant or crack filler placed. If the equipment is scheduled to leave the city site, the Contractor shall provide daily quantities which both parties shall agree to on a daily basis. Traffic control shall be a subsidiary obligation to the Work under Bid Schedule 1 and the Alternate Bid Schedule 2 and shall not be paid for separately. The Contractor shall provide adequate pedestrian and traffic control devices during the work to protect the public. The Contractor shall include any and all devices, flagging, signs, and incidentals as part of the line item unit pricing. BASIS OF PAYMENT Subsection 408.05 shall include the following: Payment shall be made under: Pay Item Unit 408.01 NUVO CS- B Crack Sealant (Arterial) LBS 408.02 NUVO CS- B Crack Sealant (Collector) LBS 408.03 NUVO CS- B Crack Sealant (Residential) LBS 408.04 NUVO GAP- B Crack Filler (Arterial) LBS 408.05 NUVO GAP- B Crack Filler (Collector) LBS 408.06 NUVO GAP- B Crack Filler (Residential) LBS The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and all required traffic control devices, personnel and related traffic control incidentals and for all the work involved in installing crack sealant and crack filler, as specified in these specifications, and as directed by the City Representative. Prices and payments made under Alternate Bid Schedule 2 shall include full compensation for furnishing all labor, tools, equipment, and all required traffic control devices, personnel and related traffic control incidentals and for all the work involved in installing crack sealant and crack filler, as specified in these specifications, and as directed by the City Representative. CRACK SEAL AND CRACK FILL MATERIAL SHALL BE EXCLUDED FROM ALTERNATE BID SCHEDULE 2 AND SHALL BE SUPPLIED BY THE CITY. END OF SECTION REVISION OF SECTION 627 PAVEMENT MARKING Project Specifications- Page 11 of 21 Subsection 627 shall include the following: DESCRIPTION Subsection 627.01 shall include the following: This work shall consist of furnishing, installing, and removing temporary pavement markings in accordance with the latest revision of the City of Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control Handbook, Larimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation, and The Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and in conformity to the lines, dimensions, locations, and details shown on the plans or as established by the City Representative. PAVEMENT MARKING TAPE Subsection 627.10 is revised to include the following: Permanent pavement markings shall be installed by The City of Fort Collins. Temporary pavement markings shall be suitable for use on asphalt cement or portland cement concrete pavements, shall be installed and removed by the Contractor, and shall conform as follows: 1. The surface shall be clean, dry, and free of dirt, oils, and grease. The tape/tab shall be pressed down immediately after application until it adheres properly and conforms to the surface. 2. All roads shall have temporary pavement markings before they are opened to traffic unless City stripping crews have been scheduled to install permanent pavement markings prior to opening the road to traffic. 3 Markings applied to the final surface shall not leave a scar that conflicts with permanent markings. 4. Temporary markings shall be installed in such a way that the markings adequately follow the desired alignment. 5. Temporary pavement marking tape shall be required for all lane lines. e. Lane lines shall be “tapped” intermittently with a 2’ long by 4” wide reflective temporary strip at 50’ intervals. f. It is the Contractor’s responsibility to notify the City Representative when the work in the area has been completed to allow scheduling of the permanent pavement markings to be installed by City crews. 6. Removable pavement markings shall be installed in accordance with the manufacture’s recommendations and maintained by the Contractor until permanent pavement markings are installed by City crews. 7. Temporary edge lines are not typically required unless specified by the City Representative. 8. All tape shall be removed by the Contractor after permanent markings have been completed by The City. REVISION OF SECTION 627 PAVEMENT MARKING Project Specifications- Page 12 of 21 METHOD OF MEASUREMENT Subsection 627.12 is revised to include the following: All costs associated for materials, installation, removal, and maintenance of pavement marking will not be measured or paid for separately, but shall be considered incidental to the Work. BASIS OF PAYMENT Subsection 627.13 is revised to include the following: All costs for installing and removing temporary stripping shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the material, installation, removal, and maintenance of temporary stripping including all required traffic control devices, personnel, and related traffic control incidentals, as specified in these specifications, and as directed by the City Representative. END OF SECTION REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 13 of 21 Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be revised as follows: This work shall consist of furnishing, installing, moving, maintaining, and removing temporary construction traffic control devices including but not limited to signs, advance warning arrow boards, variable message boards, barricades, channelizing devices, and delineators as required by the latest revision of The City of Fort Collins Work Area Traffic Control Handbook, Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), Larimer County Urban Area Street Standards (LCUASS), and Colorado Department of Transportation (latest revision). In the event of a conflict between the MUTCD and the City’s criteria, the City of Fort Collins specifications shall govern. MATERIALS Subsection 630.02 shall include the following: All traffic control devices placed for the project must meet or exceed the minimum standards set forth in The City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long-hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.10 shall be revised as follows: TRAFFIC CONTROL PLAN Traffic control through the construction area is the responsibility of the Contractor. When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from the project and later returned to use. Traffic control devices may be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). In the event there is a violation or safety issue, the City Representative will issue a “Stop Work Order” until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the “Stop Work Order”. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 14 of 21 CONTRACTOR RESPONSIBILITY The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians and bicycles. The Contractor shall use variable message boards to advise road users about upcoming work on arterial streets. The City Representative will issue direction for the number of boards, general locations for placement, and message verbiage. Fully automated variable message boards shall be installed and operate continuously for all work on arterial and collector streets. 1. Two-way traffic shall be maintained at all times unless approved by the City Representative. Lane width shall be maintained at a minimum of ten (10) feet. 2. The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when project operations will be near a signalized intersection. 3. The Contractor shall provide and coordinate uniformed police officers for traffic control when necessary for the safety of the workers and traveling public. TRAFFIC CONTROL PLANS Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted on approved forms supplied by the City Representative. A traffic control plan shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA). The typical Traffic Control Plans shall be submitted for approval to the City Representative by 8:00 a.m. two working days prior to the commencement of work. All plans shall be delivered to the City Representative, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be allowed. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m. Full residential road closure plans shall be submitted no later than Friday morning by 8:00 am for projects starting the following week. Submittals for full closures on arterial and collector streets shall be submitted two weeks prior to the commencement of work. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work and the Owner shall deduct from compensation $1,000.00 per day for said condition, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The Traffic Control Plan shall include, as a minimum, the following: 1. A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 15 of 21 2. A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. 3. Number of flaggers to be use. 4. Parking Restrictions to be in affect. Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned to him under this contract. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be revised as follows: The Contractor shall designate an individual, other than the superintendent, to be the Traffic Control Supervisor. Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City Representative, for each TCS utilized on this project. One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the City Representative for approval a minimum of one week prior to commencement of the work. The Head TCS shall be on site at all times during the construction. It is the intent of the specifications that the Head TCS be the same throughout the project and shall remain on site at all times during the construction. The TCS shall be equipped with a cellular phone. If, in the opinion of the City Representative, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. The TCS duties shall include, but not be limited to: 1. Prepare, revise and submit Traffic Control Plans as required. 2. Supervise and direct project flaggers. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 5. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 6. Notify residents and businesses at least 48 hours prior to construction. a. Notifications may be accomplished by a representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 16 of 21 6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Flagging in emergency or relief for short periods of no more than 15 minutes over a 60 minute period. 9. Traffic control device set up and removal. 10. Maintain a project traffic control diary which shall become part of the City's project records. This diary/log shall be submitted to the City Representative daily and shall include the following information as a minimum a. Date b. For Traffic Control Inspection, the time of the inspections c. Project description and location d. Traffic Control Supervisor’s name e. Types and quantities of traffic control devices used per approved MHT f. List of flaggers used, including start time, stop time and number of flagging hour breaks g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken Notification of residents and businesses shall be the responsibility of the TCS or TCS Representative and shall consist of distributing notifications indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during the Work), the dates and times of the work, and the parking and access restrictions that shall apply. Notification letters or door hangers shall include a local phone number residents with questions may use to contact the Contractor and a link to the City of Fort Collins Street Department where citizens may find additional information and project updates at “www.fcgov.com/streets”. Only approved notifications shall be distributed a minimum of 48 hours prior to the commencement of each phase of the Work. Sample notifications shall be submitted to the City Representative for review prior to starting the project. Traffic Control plans shall be submitted for approval prior to commencement of any work. Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, “on call” at all times, and available upon request of the City Representative during non working hours. A 24-hour telephone number shall be provided to the City Representative. All traffic control devices and traffic control management shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have current copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic control for street and highway construction, available at all times. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 17 of 21 The following list reflects devices that may be used on the project or authorized by the City Representative: "NO PARKING" Sign with Stand Local Business Open Vertical Panel without Light Reduced Speed Ahead Channelizing Drum without Light Safety Fence Type I/II Barricade without Light Light Type III Barricade without Light Cone with Reflective Strip Advance Warning Flashing or Sequencing Arrow Panel Variable Message Board Size A Sign with Stand Size B Sign with Stand METHOD OF MEASUREMENT Subsection 630.15 shall be revised as follows: All costs associated with the Traffic Control Plan review will not be measured or paid for separately, but shall be considered incidental to the Work. Review fees shall not be measured or paid for separately and shall be included in the line item unit price for the Work. Traffic control conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for each work location. Minimum traffic control requirements for Arterial, Collector, and Residential streets are contained herein. The City may deduct from compensation due the Contractor $10.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the City Representative. The Traffic Control Supervisor, Flaggers, hand signs such as Stop/Slow paddles, devices, vehicles, and all other associated traffic control items shall not be measured and paid for separately and shall be included in the line item unit price for the Work. Flaggers requested by the City Representative in addition to the minimum requirements contained herein shall be paid for under “Additional Flagging Personnel”. The flagger(s) shall be provided with electronic communication devices when required. These devices shall not be measured and paid for separately and shall be included in the line item unit price for the Work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but shall be considered subsidiary to the item. Sand bags and Caution tape will not be measured and paid for separately but shall be included in the line item unit price. The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD, if approved by the City Representative however, no payment will be made for the additional panel size. Business signs, neighborhood traffic only signs and detour placard street names are NOT considered Specialty Signs and will not be measured or paid for separately and shall be included in the unit price for the Work. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 18 of 21 The City of Fort Collins shall not be responsible for any losses or damage due to theft or vandalism. The City of Fort Collins will not be responsible for any damages to public or private property caused by the Contractor’s construction activities. Private or public property which is damaged by the Contractor’s installation, equipment, or employees will be the sole responsibility of the Contractor. The following figures indicate the minimum required traffic control for each street classification: FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN NOTE: TWO VARIABLE MESSAGE BOARDS ARE REQUIRED FOR ALL ARTERIAL STREETS IN ADDITION TO THE MINIMUM SIGNS AND FLAGGERS INDICATED ABOVE. ADDITIONAL VARIABLE MESSAGE BOARDS, ADVANCE WARNING ARROW BOARDS, OR FLAGGING PERSONNEL MAY BE REQUESTED BY THE CITY REPRESENTATIVE AND SHALL BE PAID FOR SEPARATELY UNDER “ADDITIONAL VARIABLE MESSAGE BOARD”, “ADDITIONAL FLAGGING PERSONNEL”, AND/OR “ADDITIONAL ADVANCE WARNING ARROW BOARD” AS REQUESTED. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 19 of 21 FIGURE 630-2 TYPICAL COLLECTOR TRAFFIC CONTROL PLAN NOTE: IN ADDITION TO THE MINIMUM SIGNS AND FLAGGERS INDICATED ABOVE, VARIABLE MESSAGE BOARDS ARE NOT REQUIRED FOR COLLECTOR STREETS. ADDITIONAL VARIABLE MESSAGE BOARDS, ADVANCE WARNING ARROW BOARDS, OR FLAGGING PERSONNEL MAY BE REQUESTED BY THE CITY REPRESENTATIVE AND SHALL BE PAID FOR SEPARATELY UNDER “ADDITIONAL VARIABLE MESSAGE BOARD”, “ADDITIONAL FLAGGING PERSONNEL”, AND/OR “ADDITIONAL ADVANCE WARNING ARROW BOARD” AS REQUESTED. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 20 of 21 FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN NOTE: IN ADDITION TO THE MINIMUM SIGNS AND FLAGGERS INDICATED ABOVE, VARIABLE MESSAGE BOARDS ARE NOT REQUIRED FOR RESIDENTIAL STREETS. ADDITIONAL VARIABLE MESSAGE BOARDS, ADVANCE WARNING ARROW BOARDS, OR FLAGGING PERSONNEL MAY BE REQUESTED BY THE CITY REPRESENTATIVE AND SHALL BE PAID FOR SEPARATELY UNDER “ADDITIONAL VARIABLE MESSAGE BOARD”, “ADDITIONAL FLAGGING PERSONNEL”, AND/OR “ADDITIONAL ADVANCE WARNING ARROW BOARD” AS REQUESTED. BASIS OF PAYMENT Subsection 630.16 shall be revised as follows: Pay Item Unit 630.01 Additional Variable Message Board Per each per day 630.02 Additional Advance Warning Arrow Board Per each per day 630.03 Additional Flagging Personnel Hour REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 21 of 21 All traffic control costs including but not limited to furnishing equipment, equipment set up/removal/modification, TCS and flagging personnel including required break times, vehicles, phones, notification delivery, hand signs, variable message boards, advance warning arrow boards, communication devices, sandbags, and all related incidentals required for traffic control shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work per the Typical Minimum Standards contained herein (Figures 630-1, 630-2, 630-3). Payment shall be made for traffic control devices and flagging personnel as requested by the City Representative and when additional to the minimum traffic control requirements as noted herein (Figures 630-1, 630-2, and 630-3). SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE CITY REPRESENTATIVE IN WRITING. NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE CITY REPRESENTATIVE. PLANS SHALL BE APPROVED A MINIMUM OF TWO WEEKS PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M. OR 3:30 P.M. TO 6:30 P.M. (EXCEPT IN THE CASE OF AN EMERGENCY). EXCEPTIONS MAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIALS AND COLLECTORS BETWEEN THE HOURS OF 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC CONTROL DEVICES AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE CITY REPRESENTATIVE WILL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 (COLLEGE AVENUE AND HIGHWAY 14 MULBERRY STREET EAST OF LEMAY AVENUE) WILL NORMALLY BE RESTRICTED FROM 9:00 AM TO 3:00 PM. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. END OF SECTION SECTION 02500 QUANTITY ESTIMATE This work shall consist of crack sealing and crack filling on designated streets in the City of Fort Collins. A list of streets is contained herein. Additional quantities are included in the contract quantities for streets not identified at the time of the bid. All quantities stipulated in the Bid Schedule are approximate and shall be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted. The basis of payment shall be the actual amount of materials furnished and Work completed. Contractor agrees to make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of Work actually performed and materials actually furnished and the estimated amount in these documents. The City reserves the right to prioritize the installation of the work. 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised WILLOW PARK Troutman Pky Collector Shields St E End Tanger St Residential Troutman Pky Starling St Warbler Dr Residential Troutman Pky Starling St Starling St Residential Tanger St Manhatten Ave EASTBOROUGH Centennial Rd Collector Lemay Ave Parklake Dr Cobblestone Ct Residential Springwood Dr Cobblestone Ct Cobblestone Ct Residential E End W End Eastborough Dr Residential Centennial Rd N End Eastborough Dr Residential Centennial Rd Stratborough Ln Eindborough Dr Residential Oxborough Ln Centennial Rd Fauborough Ct Residential N End S End Middlesborough Ct Residential N End S End Oxborough Ln Residential Eastborough Dr Brookwood Dr Rockborough Ct Residential Centennial Rd N End VILLAGE EAST Hampton Dr Residential Stover St Sydney Dr Kingston Dr Residential Stratton Dr Camelot Dr Mansfield Dr Residential Stover St Camelot Dr Stover St Collector E Horsetooth Rd E Swallow Rd Stratton St Residential Kingston Dr Mansfield Dr Sydney Dr Residential Stover St Hampton Dr THUNDERMOOR Del Clair Rd Residential Stover St Tulane Dr Cortez St Residential E Swallow St Del Clair Rd Cortez Ct Residential Cortez St End S Stanford Rd Collector E Swallow St Del Clair Rd N Stanford Rd Collector Del Clair Rd E Drake Rd Alamo Ave Residential E Swallow St Del Clair Rd Strachan Rd Residential Stanford Rd Stover St CONSTITUTION Constitution Ave Collector W Drake Rd W Stuart St HIGHLANDER 1999 Edora Rd Residential E Prospect Rd E Prospect Rd Edora Ct Residential Edora Rd N End Welch St Residential E Prospect Rd E Pitkin St Emigh St Residential E Pitkin St E Prospect Rd Alford St Residential E Pitkin St Emigh St OLD TOWN NEIGHBORS E Oak St Residential Remington St Whedbee St E Olive St Residential Mathews St Whedbee St E Olive St Residential Remington St Mathews St Mathews St Residential Mountain Ave E Olive St Mathews St Residential E Olive St E Magnolia St Peterson St Residential Mountain Ave E Mulberry St LOOMIS Bungalow Ct Residential N Mack St Wood St Grant Ave Residential W Mountain Ave Laporte Ave Lyons St Residential W Mountain Ave Laporte Ave N Mack St Residential W Mountain Ave Laporte Ave Roosevelt Ave Residential W Mountain Ave Laporte Ave Washington Ave Residential W Mountain Ave Laporte Ave STREET ROAD CLASS FROM TO 1999 STREET REPAIRS Page 1 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO STONEHENGE Avery Court Residential Stonehenge Dr End Bear Court Residential Stonehenge Dr End Brookwood Dr Residential Stuart St. Kirkwood Dr Brumal Court Residential Welch St. East End Hunter Court Residential Stonehenge Dr End Indian Summer Court Residential Welch St. West End Kenwood Court Residential Rollingwood Dr End Niagara Court. Residential Stoney Hill Drive North End Niagara Drive Residential Welch St. Stoney Hill Dr. Osprey Court Residential Brookwood Dr End Solstice Lane Residential Welch St. Welch St. Sonoma Court Residential Stoney Hill Dr. North End Stonehenge Dr Residential Welch St. Rollingwood Dr Stoney Hill Court Residential Stoney Hill Drive Stoney Hill Dr. Stoney Hill Drive Residential Lemay Ave. Brookwood Dr. Rolf Court Residential Rollingwood Dr End Rollingwood Dr Residential Stuart St. Kirkwood Dr Welch Street Residential Stuart St. Niagara Dr. LANDINGS Breakwater Dr Residential Lemay Ave. Skysail Ln. Shore Pine Ct (Harpoon Ct Residential Breakwater Dr. Shore Pine Ct Shore Pine Ct Residential E End W End Skysail Ln Residential Bridge Breakwater Dr ROSSBOROUGH Avon Court Residential Birmingham Dr. End Birmingham Drive Residential Cockney St. South End Birmingham Court Residential Birmingham Dr. East End Chelsea Court Residential Birmingham Dr. End Cockney Street Residential Birmingham Dr. Cheshire St. Cheshire Street Residential Cockney St. Birmingham Dr. Devonshire Drive Residential Taft Hill Rd Birmingham Dr. Derby Court Residential Birmingham Dr. West End Enfield Street Residential Birmingham Dr. Pembroke St English Court Residential Enfield Street End Glasgow Court Residential Birmingham Dr. End Newcastle Court Residential Birmingham Dr. West End Lindsey Street Residential Derby Court Newcastle Court Pembroke Street Residential Birmingham Dr Enfield Street Thames Court Residential Birmingham Dr End Westminster Street Residential Birmingham Dr South End SUNSTONE VILLAGE Caribou Dr Collector Artic Fox Dr E Horsetooth Rd Capstone Ct Residential Sunstone Dr S End Flagstone Ct Residential Caribou Dr W End Stonegate Ct Residential Stonegate Dr S End Stonegate Dr Residential Stoney Creek Dr Sunstone Dr Stoneridge Ct Residential Caribou Dr N End Stoneway Ct Residential Sunstone Dr S End Stoney Creek Dr Residential Caribou Dr Winterstone Dr Sunburst Dr Residential Sunstone Dr Caribou Dr Suncrest Ct Residential Caribou Dr S End Suncrest Dr Residential Stonegate Dr Caribou Dr Sunlight Ct Residential Sunburst Dr N End Sunray Ct Residential W End E End Sunstone Ct Residential Sunstone Dr E End Sunstone Dr Residential Stoney Creek Dr Caribou Dr Touchstone Ct Residential Sunburst Dr N End 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO SOUTHMOOR Swallow Bend Residential Swallow Road Stover St. Swallow Place Residential Swallow Road South End SHEELY ADDITION Balsam Ln Residential Prospect Ln S Whitcomb St Juniper Ln Residential Sheely Dr Whitcomb St Prospect Ln Residential Prospect Rd Juniper Ln Prospect Rd Arterial Shields St Whitcomb St Prospect Rd Arterial Whitcomb St College Ave BENNETT AREA Bennett Rd Residential Shields St City Park Ave City Park Av Residential Bennett Rd Elizabeth St. Del Mar St Residential Springfield Dr Westward Dr Lakewood Dr Residential Del Mar St. City Park Ave Springfield Dr Residential Shields St City Park Ave University Ave Residential Shields St City Park Ave Westward Dr Residential Shields St City Park Ave CREGER Boardwalk Dr Arterial Mason St College Ave Creger Dr Residential Mason St College Ave Colboard Dr Residential Mason St College Ave Mason St Arterial Horsetooth Rd Harmony Rd Mason St Arterial Monroe St E Horsetooth St Monroe Dr Residential College Ave JFK Pky Monroe Dr Residential College Ave Mason St Troutman Pky Arterial Mason St College Ave UNIVERSITY PARK Mathews St Residential Magnolia St Laurel St Peterson St Residential Olive St Laurel St EVERGREEN PARK Matuka Court Residential Conifer St S End Muddler Court Residential Conifer St S End Sugarpine St Residential Conifer St End HICKORY Hickory St Residential N College Ave W End HAMPSHIRE Hampshire Rd Collector Chevoit Dr W Drake Rd HIGHLANDER Baker St Residential E Pitkin St McHugh E Pitkin St Residential S Lemay Ave Riverside Ave Hays St Residential E Pitkin St McHugh PROSPECT ESTATES Buckeye St Residential Meeker Dr Laplata Ave E Lake St Residential Meeker Dr End Hays St Residential Buckeye St E Pitkin St Laplata Ave Residential E Prospect Rd E Pitkin St Longs Peak Dr Residential E Prospect Rd Buckeye St Meeker Dr Residential E Lake St Buckeye St Pikes Peak Ave Residential E Lake St Buckeye St Page 3 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO OAKRIDGE Barberry Drive Residential Keenland Drive McMurray Avenue Coralberry Court Residential Wheaton Drive North End Elderberry Court Residential Barberry Drive South End Honeylocust Court Residential Wheaton Drive North End Iris Court Residential Wheaton Drive North End Keenland Drive Collector Lemay Ave East End McMurray Avenue Residential Keenland Drive Wheaton Drive Spanish Oak Court Residential Keenland Drive West End Twin Oak Court Residential Keenland Drive East and West Ends Twinberry Court Residential Keenland Drive East and West Ends Wisteria Court Residential Barberry Drive North End VERMONT Connecticut Dr Residential Eastbrook Dr E End Connecticut Dr Residential Massachusetts St Eastbrook Dr Eastbrook Dr Residential Sonora St Danfield Ct Massachusetts St Residential Connecticut Dr Eastbrook Dr Connecticut Ct Residential Eastbrook Dr East End THUNDERBIRD Allen St Residential Harvard St Tulane Dr Annabel Ln Residential Remington St Mae St Del Clair Rd Residential Remington St Tulane Dr E Thunderbird Dr Residential Harvard St Leisure Dr Leisure Dr Residential E Drake Rd S End Linda Ln Residential Remington St Tulane Dr Mae St Residential Harvard St Tulane Dr Mathews St Residential E Drake Rd E Thunderbird Dr Phoenix Dr Residential Linda Ln E Swallow Rd Remington St Residential Harvard St E Swallow Rd Remington St Residential E Swallow Rd S End Ruth St Residential Annabell Ln Tulane Dr Tulane Dr Residential E Drake Rd E Swallow Rd MILLER BROTHERS 2000 & 2002 Applewood Rd Residential Montview Rd S Taft Hill Rd Ash Dr Residential W Lake St Clearview Ave Briarwood Rd Residential S End Montview Rd Crabtree Dr Residential Cypress Dr Ponderosa Dr Clearview Ave Residential Cypress Dr S Taft Hill Rd Cypress Dr Residential W Lake St W Elizabeth St Fuqua Dr Residential W Prospect Rd Clearview Ave Hillcrest Dr Residential W Lake St W Elizabeth St Montview Rd Residential Clearview Ave Hillcrest Dr Ponderosa Dr Residential Evergreen Dr W Elizabeth St Poplar Dr Residential Cypress Dr Ponderosa Dr Springfield Ct Residential N End Springfield Dr Springfield Dr Residential Village Ln S Taft Hill Rd Tamarac Dr Residential Cypress Dr Ponderosa Dr Village Ln Residential S End N End W Lake St Residential Deerfield Dr S Taft Hill Rd EAST LAKE AREA Lake St Residential College Ave Whedbee St Matthews St Residential Lake St Prospect Rd Peterson St Residential Prospect Rd Pitkin St 2001 STREET REPAIRS Page 4 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO ARBOR AREA Beaver Creek Dr Residential Troutman Pky Benthaven St Benthaven St Residential Moss Creek Dr Wabash St Burgundy Ct Residential Century Dr North E End Butte Pass Dr Residential E End West End Canosa Ct Residential Century Dr North E End Dillon Wy Residential Butte Pass Dr South End Granby Ct Residential Butte Pass Dr South End Granite Ct Residential Wabash St North End Granite Ct Residential Wabash St South End Great Plains Ct Residential Moss Creek Dr East End Lost Creek Dr Residential Butte Pass Dr South End Moss Creek Dr Residential Troutman Pky Wabash Dr Saddle Notch Dr Residential Troutman Pky Butte Pass Dr Snow Ridge Ct Residential Butte Pass Dr S End Winter Ct Residential Moss Creek Dr W End SATURN AREA Aran St Residential Saturn Dr Skyway Dr Ballina Ct Residential Saturn Dr N End Boyne Ct Residential Skyway Dr N End Colby Ct Residential Saturn Dr N End Colby St Residential Skyway Dr Saturn Dr Saturn Dr Residential S College Ave Aran St Saturn Dr Residential Aran St Derry Dr Skyway Dr Collector Aran St Colby St Tralee Ct Residential Colby St W End E. STUART AREA Stover St Collector E Prospect Rd E Pitkin St SWALLOW AREA Foothills Parkway Residential Matthews St College Ave Matthews St Residential Swallow Rd Foothills Pky Monroe Dr Residential Stanford Rd Stover St Stanford Rd Collector Swallow Rd Horsetooth Rd Erin Ct Residential Riverside Ave W End NEW BEDFORD AREA Ashlawn Ct Residential New Bedford Dr W End Brittany Ct Residential New Bedford Dr E End Dorchester Ct Residential New Bedford Dr E End Monticello Ct Residential New Bedford Dr. W End New Bedford Dr Residential Wheaton Dr Ticonderoga Norwich Ct Residential New Bedford Dr W End Revere Ct Residential Wheaton Dr N End Standish Ct Residential New Bedford Dr W End WHALERS AREA Maxwell Ct Residential Maxwell Dr W End Maxwell Dr Residential Whalers Wy Seaboard Ln Seaboard Ln Residential Whalers Wy Maxwell Dr Seaway Cir Residential Whalers Wy Whalers Wy Whalers Wy Collector Boardwalk Dr Lemay Ave STANFORD Stanford Rd Collector E Swallow Rd E Horsetooth Rd Page 5 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO DOCTORS LANE AREA Doctors Ln Residential Lemay Ave Patton St Elizabeth St Collector Lemay Ave McHugh St Hospital Ln Residential Doctors Ln Elizabeth St Luke St Residential Doctors Ln Elizabeth St McHugh St Residential Elizabeth St Riverside Ave Patton St Residential Doctors Ln Elizabeth St RIVERSIDE Erin Ct Residential Riverside Ave W End Riverside Ave Collector Prospect Rd S End SHERWOOD AREA Sherwood St Residential Canyon Ave Oak St Whitcomb St Residential Olive St Mountain Ave. FOOTHILLS E Foothills Pky Residential S College Ave Mathews St Mathews St Residential E Foothills Pky E Swallow Rd UNIVERSITY PARK Locust St Residential College Ave Smith St Mathews St Residential Elizabeth St E Laurel St Peterson St Residential Elizabeth St E Laurel St W LAKE AREA Blevins Ct Residential Whitcomb St W End W Lake St Collector Whitcomb St Shields St Summer St Residential Shields St E End Whitcomb St Residential Lake St Prospect Rd GILGALAD Gilgalad Wy Residential Hill Pond Rd N End BLUE SPRUCE Blue Spuce Dr Residential Conifer St E. Willox Ln. Bristlecone Dr Residential PVMT CHG - E of College Blue Spruce Dr Butch Cassidy Dr Residential Blue Spruce Dr. East to PVMT CHG Sundance Cr Residential Blue Spruce Dr. East to PVMT CHG ALTA VISTA Alta Vista St Residential E Vine Dr North End Main St Residential West End North Lemay Ave Martinez St Residential South End North End Unknown Name Residential Alta Vista St North End Unknown Name Residential South End North End CITY PARK S Bryan Ave Residential W Mulberry St S Bryan Ave S Bryan Ave Residential City Park Dr W Mountain Ave S McKinley Ave Residential W Oak St W Mountain Ave W Oak St Residential S Bryan Ave S Shields St EAST SWALLOW E Swallow Rd Collector S College Ave S Lemay Ave FOUR SEASONS Arbor Ave Residential Century Dr Coronado Ave Century Dr Residential W Horsetooth Rd Wabash St Wabash St Collector Century Dr Ashury Dr 2002 STREET REPAIRS Page 6 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO GREENBRIAR Grouse Cir Residential E Willox Ln E Willox Ln Peregrin Run Residential E Willox Ln E Willox Ln Pica Run Residential E Willox Ln Briarcliff Rd Ptarmigan Ct Residential E Willox Ln S End Quail Run Residential E Willox Ln E Willox Ln HILLPOND Bridgefield Ln Residential Shire Ct Rolland Morre Dr Chetwood Ct Residential Shire Ct S End Gilgalad Wy Residential S End Hill Pond Rd Gilgalad Wy Residential Hill Pond Rd N End Hill Pond Dr Residential S Shields St Shire Ct Hill Pond Dr Residential Shire Ct E End Mirromere Cir Residential Weathertop Ln E End Rolland Moore Dr Collector S Shields St E End Shadowmere Ct Residential Hill Pond Rd N End Shire Ct Residential S Shields St Hill Pond Rd Spring Creek Ln Residential W End S Shileds St Sundering Dr Residential Weathertop Ln W End Waters Edge Residential Hill Pond Rd N End Weathertop Ln Residential Shire Ct N End Wind Trail Residential Waters Edge E End Winterberry Wy Residential Hill Pond Rd N End LINCOLN AVE E Lincoln Ave Residential Riverside Ave N Lemay Ave STUART/STOVER E Stuart St Collector S College Ave Stover St Stover St Collector E Stuart St E Prospect Rd MAPLE ST Maple St Residential College Ave Howes St BUSCH DRIVE Busch Dr Arterial Mountain Vista Rd Richards Lake Rd VINE DR Vine Dr Arterial College Ave Linden St E LAUREL E Laurel St Collector College Ave Stover St GRANDVIEW Fishback Ave Residential W Mountain Laporte Ave Grand View Ave Residential W Mountain Laporte Ave N Bryan Ave Residential W Mountain Laporte Ave Richards Pl Residential N Bryan Ave Fishback Ave CRESTMORE Crestmore Pl Residential S Bryan Ave City Park Ave Lakeside Ave Residential W Mulberry St Sheldon Dr S Bryan Ave Residential W Mulberry St S End Sheldon Dr Residential Crestmore Pl W Mulberry St Westview Ave Residential S Bryan Ave E End Westview Ave Residential W End Sheldon Dr Page 7 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO REDWING Avocet Rd. Residential Meadolark Ave. Eagle Dr. Bluejay St. Residential Eagle Dr. Ringneck Dr. Eagle Dr. Residential W. Swallow Rd. Meadowlark Ave. Flicker Dr. Residential Avocet Rd. Redwing Rd. Junco Ct. Residential Eagle Dr. West End Killdeer Dr. Residential Avocet Rd. Ringneck Dr. Redwing Rd. Residential Ringneck Dr. Drake Rd. Ringneck Dr. Residential W. Swallow Rd. Flicker Dr. PIONEER Armstrong Ave Residential W Laurel St Pioneer Ave Del Norte Pl Residential W Laurel St Monte Vista Ave Mantz Pl Residential S Shields St Monte Vista Ave Monte Vista Ave Residential W Laurel St Sunset Ave Pioneer Ave Residential W Mulberry St S Washington Ave Sunset Ave Residential S Shields St Pioneer Ave LARKBOROUGH Goldeneye Dr Residential W Troutman Pky Warbler Dr Guillemont St Residential Widgeon St Warbler Dr Thrasher St Residential Widgeon St Warbler Dr Widgeon St Residential W Troutman Pky Goldeneye Dr FAIRBROOKE Bangor Ct Residential Etton Dr Hollingbourne Dr Cedarwood Dr Residential Hampshire Rd W of Somerville Coventry Ct Residential Hampshire Rd W End Etton Dr Residential Cedarwood Dr Hollingbourne Dr Fairbrooke Ct Residential Cedarwood Dr N End Hampshire Dr Collector Suffolk St W Prospect Rd Hollingbourne Dr Residential Etton Dr Cedarwood Dr PROSPECT PARK Canton Ct Residential Sharp Point Dr W End March Ct Residential Sharp Point Dr W End Midpoint Dr Collector Timberline Rd Sharp Point Dr Prospect Pky Residential E Prospect Rd Midpoint Dr Riverbend Ct Residential Sharp Point Dr W End Sharp Point Dr Collector E Prospect Rd Midpoint Dr Specht Point Dr Residential E Prospect Rd Midpoint Dr TENTH GREEN Hillcrest Dr Residential W Oak St N Briarwood Rd N Briarwood Rd Residential Laporte Ave W Oak St W Oak St Residential W End E End WOOD Wood St Residential Laporte Ave N End BUSCH Busch Drive Arterial Mountain Vista Dr Richards Lake Rd W ELIZABETH W Elizabeth St Arterial Taft Hill Rd City Park Ave 2003 STREET REPAIRS Page 8 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO ANDERSONVILLE 10TH ST Residential Trujillo St Buckingham St 11TH ST Residential Romero St Lopez St Buckingham St Residential Lemay Ave 10TH ST Lopez Ct Residential 10TH ST East End Romero St Residential Lemay Ave 10TH ST Romero St Residential 10TH ST 11TH ST Trujillo St Residential Lemay Ave 10TH ST CENTER AVE Bay Dr Residential W End Center Ave Center Ave Collector Prospect Rd Lake St Center Ave Collector Prospect Rd S of Bay Dr Centre Ave Collector Bay Dr Research Blvd CLARENDON HILLS Alexa Ct Residential Clarendon Hills Dr W End Alexa Wy Residential Clarendon Hills Dr Fox Hills Dr Ashford Ct Residential Clarendon Hills Dr W End Ashford Ln Residential Clarendon Hills Dr Hinsdale Dr Bently Pl Residential W End E End Clarendon Hills Dr Collector Shields St Hilldale Dr Fox Hills Dr Residential W End E End Hazel Ct Residential Clarendon Hills Dr W End Hinsdale Dr Collector McGraw Dr W End Hinsdale Dr Collector McGraw Dr W Harmony Rd Hobson Ct Residential Clarendon Hills Dr W End McGraw Cir Residential McGraw Dr Hinsdale Dr McGraw Dr Residential W End Hinsdale Dr Ogden Ct Residential Clarendon Hills Dr W End Stoddard Dr Residential W End Hinsdale Dr COAL BANK DRIVE Coal Bank Dr Residential Wetterhorn Rd Willow Creek Rd STOVER STREET Stover St Collector Stuart St Drake Rd Stover St Collector Prospect Rd Stuart St WOOD STREET Wood St Residential Laporte Ave North End TENTH GREEN Hillcrest Dr Residential W Oak St N Brairwood Rd N Briarwood Rd Residential Laporte Ave W Oak St W Oak St Residential W End E End SUNSTONE VILLAGE Bridgestone Ct Residential Stoneridge Dr W End Crestsonte Ct Residential Stoney Creek Dr W End Gemstone Ct Residential Stoney Creek Dr E End Gemstone Ln Residential Stoney Creek Dr Summerstone Ct Milestone Dr Residential Winterstone Dr S Timberline Rd Silverstone Ct Residential Stoney Creek Dr S End Stoneridge Dr Residential Caribou Dr Stoney Creek Dr Stoney Creek Dr Residential Caribou Dr Milestone Dr Stoney Pine Ct (1) Residential Winterstone Dr E End Stoney Pine Ct (2) Residential Winterstone Dr W End Summerstone Ct Residential Timberline Rd N End Sunleaf Ct Residential W End E End Thunderstone Ct Residential Winterstone Dr W End Winterstone Ct (1) Residential Winterstone Dr E End Winterstone Ct (2) Residential Winterstone Dr W End Winterstone Dr Residential Summerstone Ct Milestone Dr Page 9 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO FAIRBROOKE Bangor Ct Residential Etton Dr Hollingbourne Dr Cedarwood Dr Residential Somerville Dr Hampshire Rd Coventry Ct Residential W End Hampshire Rd Etton Dr Residential Hollingbourne Dr Cedarwood Dr Fairbrooke Ct Residential N End Cedarwood Dr Hampshire Rd Collector W Prospect Rd Suffolk St Hampshire Rd Collector Sufflok St Cheviot Dr Hollingbourne Dr Residential Etton Dr Cedarwood Dr MEADOWS EAST Abilene Ct Residential Adobe Dr East End Adobe Dr Residential Sonora St Pecos Pl Adobe Dr Residential Custer Dr Abilene Ct Custer Dr Residential Adobe Dr Timberline Rd Pecos Pl Residential Adobe Dr Sombrero Ln Sagebrush Dr Residential Timberline Road Sombrero Ln Sagebrush Dr Residential Sombrero Ln Pecos Pl Sagebrush Dr Residential Pecos Pl Custer Dr Sagebrush Dr Residential Custer Dr Abilene Ct Sagebrush Dr Residential Abilene Ct E Drake Rd Sombrero Ln Residential Sonora St Pecos Pl Sonora St Residential West End Sombrero Ln OAKRIDGE Alder Ct Residential Red Oak Ct N End Haxton Dr Residential S Lemay Ave Oakridge Dr Innovation Dr Residential Oak Ridge Dr McMurry Ave Last Oak Ct Residential Redberry Ct E End Live Oak Ct Residential W End E End McMurry Ave Collector Keenland Dr Harmony Rd Oak Island Ct Residential Rule Dr South End Oak Park Dr Residential Oak Ridge Dr Wheaton Dr Oak Ridge Dr Collector S Lemay Ave Wheaton Dr Oak Ridge Dr Collector Wheaton Dr McMurry Ave Oak Ridge Dr Residential McMurry Ave Innovation Dr Pleasant Oak Dr Residential Oak Ridge Dr McMurry Ave Red Oak Ct Residential Redberry Ct Wheaton Dr Red Oak Ct Residential Wheaton Dr West End Redberry Ct Residential Silk Oak Dr Saffron Ct Redberry Ct Residential Saffron Ct E End Redbud Ct Residential N End S End River Oak Dr Residential McMurry Ave E End Rule Dr Residential S Lemay Ave Wheaton Dr Saffron Ct Residential N End S End Sawtooth Oak Ct Residential Wheaton Dr W End Silk Oak Ct Residential Wheaton Dr W End Silk Oak Dr Residential Wheaton Dr E End Valley Oak Ct Residential Rule Dr S End Wheaton Dr Collector Keenland Dr Harmony Rd White Oak Ct Residential Wheaton Dr W End OAK LEAF Oak Leaf Ct Residential Seton St West End Seton St Residential S Lemay Ave Oak Leaf Ct ROSSBOROUGH Ames Ct Residential Dunbar Ave W End Bronson St Residential Dunbar Ave S Taft Hill Rd Churchill Ct Residential W End E End Enfield Ct Residential Dunbar Ave W End Kent Ct Residential Kent Wy W End 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO OVERLAND HILLS Platte Ct Residential N End Platte Pl Platte Pl Residential W End City Limit GREENBRIAR Agape Wy Residential E Willox Ln S End Bramblebush St Residential E Willox Ln E Willox Ln Briarcliff Rd Residential E Willox Ln Bramblebush St Sand Creek Ct Residential Bramblebush St N End Sand Creek Dr Residential Bramblebush St N End CHAPARRALL Boone St Residential Casa Grande Blvd Sioux Blvd Bowie St Residential Casa Grande Blvd Swallow Rd Clementine Ct Residential Oregon Tr Dudley Way Crockett St Residential Casa Grande Blvd Sioux Blvd Downing Ct Residential Casa Grande Blvd S End Dudley Wy Residential Casa Grande Blvd Oregon Tr Gatlin St Residential Casa Grande Blvd Sioux Blvd Hickok Dr Residential Casa Grande Blvd Seneca St Liverpool St Residential Casa Grande Blvd Dunbar Ave Oregon Tr Residential Casa Grande Blvd Seneca St Ottawa Ct Residential Sweeney St W End Sam Houston Cr Residential Seneca St Sioux Blvd Seneca St Residential Oregon Tr Sam Houston Cir Sharps St Residential Casa Grande Blvd Sioux Blvd Sioux Blvd Residential Sam Houston Cir Sharps St Sweeney St Residential Casa Grande Blvd Sioux Blvd W ELIZABETH W Elizabeth St Residential City Park Ave S Shields St GOEHRING Aspen St Residential W Willox Ln Eaton St Cedar St Residential W Willox Ln Eaton St Eaton St Residential Aspen St E End Willox Ct Residential W Willox Ln N End GOLDEN MEADOWS Arcada Ct Residential Cape Cod Cir N End Attleboro Ct Residential Ticonderoga Dr N End Cape Cod Cir Residential Kingsbury Dr Kingsbury Dr Kingsbury Dr Residential Wheaton Dr Tarryton Dr McMurry Ave Collector Ticonderoga Dr Burlington Ct Mill Run Ct Residential Ticonderoga Dr N End Monmouth Ct Residential Tarryton Dr S End New Hampton Ct Residential Tarryton Dr S End Salem St Residential Cape Cod Cir Cape Cod Cir Sherman Ct Residential Ticonderoga Dr N End Taryton Dr Residential New Bedford Dr Ticonderoga Dr Ticonderoga Dr Collector S Lemay Ave McMurry Ave Torrington Ct Residential Ticonderoga Dr S End Waynesboro Ct Residential Ticonderoga Dr N End OAK W Oak St Residential Mason St Meldrum St W Oak St Residential Meldrum St Whitcomb WORTHINGTON Centre Ave Collector Shields St Research Blvd Worthington (north of Centre) Residential Centre Ave Centre Ave 2004 STREET REPAIRS Page 11 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO WILLOX AREA Willox Ln Arterial N Lemay Ave Round-a-bout MATHEWS Mathews St Residential Pitkin St Elizabeth St Peterson St Residential Pitkin St Elizabeth St Smith St Residential Pitkin St Elizabeth St Smith St Residential Elizabeth St Locust St Whedbee St Residential Pitkin St Elizabeth St Whedbee St Residential Elizabeth St Locust St DAKOTA RIDGE Cochetopa Ct Residential Red Mountain Dr E End E PROSPECT RD E Prospect Rd Arterial College Ave Timberline MEADOWLARK Meadowlark Ave Collector E Drake Rd W Swallow Rd Blue Teal Drive Residential Westview Road Ridgecrest Drive Ridgecrest Drive Residential Blue Teal Drive Spaulding Lane Westview Road Residential City Limit South End Abbey Rd Residential Ashford Lane West End Hilldale Ct Residential Hilldale Drive South End Hilldale Dr Collector S Shields Street Pvmt Chg east of Clarendon Hills Dr Hinsdale Ct Residential Hinsdale Drive East End Langdale Court Residential North End South End Langdale Dr Residential Clarendon Hills Drive East End Rochelle Circle Residential Langdale Drive Langdale Drive Saratoga Cir Residential Hilldale Drive South End Whitehall Ct Residential Abbey Road West End Lakeshore Drive Residential Silvercreek Drive Parklake Drive Parklake Court Residential E. Drake Road Parklake Drive Parklake Drive Collector E. Drake Road Parklake Court Shadow Court Residential Lakeshore Drive North End Silvercreek Drive Residential E. Drake Road Lakeshore Drive Yucca Court Residential Parklake Drive West End VILLAGE AT SOUTHRIDGE Deercroft Court Residential Wingfoot Drive West End Doral Place Residential Wingfoot Drive West End Muirfield Way Residential Wingfoot Drive South Lemay Avenue Sagamore Cr Residential Wingfoot Dr W End Wingfoot Drive Residential Southridge Greens Blvd. Sagamore Circle WOODLAND Hibiscus Street Residential Woodland Way Marigold Lane Viola Street Residential Woodland Way Marigold Lane Woodland Court Residential Woodland Way North End Woodland Way Residential Viola Street East End WESTVIEW CLARENDON HILLS PARKLAKE Page 12 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO Buckeye Street Residential Newsom Street Morgan Street E. Lake Place Residential E. Lake Street S. Lemay Avenue E. Lake Street Residential Stover Street E. Prospect Road E. Pitkin Street Collector Stover Street S. Lemay Avenue Edwards Street Residential Ellis Street Morgan Street Ellis Street Residential E. Prospect Road E. Lake Street Ellis Street Residential E. Pitkin Street Garfield Street Garfield Street Residential Stover Street S. Lemay Avenue Green Street Residential E. Lake Street Garfield Street Lory Street Residential E. Lake Street S. Lemay Avenue Luke Street Residential E. Pitkin Street E. Prospect Road Morgan Street Residential E. Lake Street E. Elizabeth Street Newsom Street Residential E. Lake Street Garfield Street Patton Street Residential E. Pitkin Street E. Prospect Road Robertson Street Residential E. Elizabeth Street Garfield Street Robertson Street Residential E. Prospect Road S. Lemay Avenue Robertson Street Residential Garfield Street E. Elizabeth Street Williams Street Residential Garfield Street Morgan Street Yount Street Residential E. Pitkin Street E. Prospect Road QUAIL HOLLOW Beaver Ct Residential Mercy Dr S End Blue Leaf Court Residential Yorkshire St N End Blue Leaf Dr Residential S. Overland Trail Yorkshire St Brumbaugh Dr Residential Yorkshire St W End Calendar Ct Residential Skimmerhorn St S End Clay Basket Ct Residential Blue Leaf Drive W End Clemma Ct Residential Pasquinel Dr W End Dixon Creek Ct Residential Dixon Creek Ln N End Dixon Creek Ln Residential Yorkshire St E End Dumire Ct Residential Mc Keag Dr N End Garrett Dr Residential W End E End Lisette Ct Residential Blue Leaf Dr W End Lucinda Ct Residential Pasquinel Dr W End McKeag Dr Residential Yorkshire St Dumire Court Mercy Ct Residential Mercy Dr W End Mercy Dr Residential Dixon Creek Ln Michener Drive Michener Ct Residential Yorkshire St W End Michener Dr Residential Yorkshire St East End Pasquinel Dr Residential Skimmerhorn St W. Drake Road Seccomb St Residential Yorkshire St Dumire Court Skimmerhorn St Residential S. Overland Trail Zendt Drive Teal Eye Ct Residential Michener Dr S End Yorkshire St Collector S. Overland Trail W. Drake Rd Zendt Dr Residential Garrett Dr Skimmerhorn St Nesbit Ct Residential Skimmerhorn St W End Skimmerhorn St Residential Overland Trail S End Alumbaugh Ct Residential Skimmerhorn St N End Cattail Ct Residential Paragon Pl E End Chickadee Ct Residential Paragon Pl E End Cliffrose Ct Residential Paragon Pl E End Paragon Ct Residential Paragon Pl S End Paragon Pl Residential Lemay Ave E End Pheasant Ct Residential Pheasant Dr S End Pheasant Dr Residential Lemay Avenue Paragon Pl Fossil Creek Pky Collector S Lemay Ave E Saturn Dr BURNS RANCH PARAGON POINT PITKIN 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO Camrose Street Residential Nelson Lane Grovewood Drive Fernwood Ln Residential Springwood Dr Centennial Rd Grovewood Ct Residential Grovewood Dr W End Grovewood Dr Residential Camrose St Leawood St Leawood St Residential Nelson Ln Silverwood Dr Nelson Ln Residential Springwood Dr Leawood St Pepperwood Ln Residential Springwood Dr Centennial Rd Pepperwood Ln Residential S End Springwood Dr Rockwood Dr Residential Springwood Dr Centennial Rd Silverwood Dr Residential Leawood St Springwood Dr Silverwood Dr Residential Springwood Dr Centennial Rd Wedgewood Ct Residential Springwood Dr N End Cheyenne Drive Residential Stover Street West to Pvmt Change Stover Street Collector Stuart Street Drake Rd. SWALLOW Swallow Rd Collector Shields St College Ave Casa Grande Blvd Residential Dunbar Ave Shields St Laredo Ln Residential Casa Grande Blvd Nez Perce Wy Lymen St Residential Casa Grande Blvd Nez Perce Wy Nez Perce Wy Residential Sharps St Lymen St Laurel St Arterial Loomis Ave Shields St Bluegrass Dr Residential Yorkshire St W End Bluegrass Dr Residential Yorkshire St Montmorency St Clydesdale Ct Residential Yorkshire St W End Compass Ct Residential Bluegrass Dr Pampas Ct Courtland Ct Residential Bluegrass Dr S End Garden Dr Residential Yorkshire St Montmorency St Haralson Ct Residential Bluegrass Dr S End Lodi Ct Residential Montmorency St E End Manet Ct Residential Bluegrass Dr S End Montmorency St Residential Drake Rd Garden D Morgan Crt Residential Yorkshire St West End Mount Royal Ct Residential Yorkshire St W End Pampas Ct Residential Compass Ct Yorkshire St Pampas Dr Residential Yorkshire St Montmorency St Pipestone Dr Residential Yorkshire St W End Quince Ct Residential Montmorency St E End Stanley Ct Residential N End S End Wyandotte Dr Residential Yorkshire St Garden Dr Yorkshire St Collector Drake Rd Stuart St PROSPECT E Prospect Rd Arterial Timberline Rd Poudre Bridge E Prospect Rd Arterial Poudre Bridge Summit View Dr E Prospect Rd Arterial Summit View Dr SW Frontage Rd E Prospect Rd Arterial SE Frontage Rd CR5 DRAKE RD E Drake Rd Arterial College Ave Timberline Rd E Drake Rd Arterial RR Tracks Environmental Dr NELSON FARM BROWN FARM I WAGON WHEEL LAUREL STREET STOVER STREET Page 14 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO Burlington Ct Residential McMurry Ave W End Clayton Ct Residential Ticonderoga Dr N End Hotchkiss Dr Residential McMurry Ave Shenandoah Cir Iva Ct Residential Monte Carlo Dr Iva Ct Iva Ct Residential E End W End Manassa Ct Residential Shenandoah Cir W End Monaco Pl Residential Monte Carlo Dr N End Monte Carlo Dr Residential McMurry Avenue Wheaton Dr Monte Carlo Pl Residential Monte Carlo Dr N End San Remo Cir Residential Monte Carlo Dr N End Shenandoah Cir Residential McMurry Ave McMurry Ave Shiloh Ct Residential Shenandoah Cir S End Sumpter Square Residential Ticonderoga Dr (North) Ticonderoga Dr (South) Tewksbury Dr Residential Ticonderoga Dr Shenandoah Cir Brentwood Dr Residential Prospect Rd Springfield Dr Castlerock Ct Residential Castlerock Dr E End Castlerock Dr Residential Prospect Rd Elizabeth St Clearview Av Residential Clearview Ct Taft Hill Rd Clearview Ct Residential Clearview Ave N End Cragmore Dr Residential Clearview Ave Elizabeth St Evergreen Ct Residential Evergreen Dr N End Evergreen Dr Residential Prospect Rd Taft Hill Rd Glenmoor Dr Residential Clearview Ave Elizabeth St Lake St Residential Castlerock Dr Taft Hill Rd Lake St Residential Skyline Dr Brentwood Dr Larkspur Ct Residential Larkspur Dr S End Larkspur Dr Residential Prospect Road Castlerock Dr Meadowbrook Dr Residential Clearview Av Elizabeth Street Oakwood Dr Residential Castlerock Dr Springfield Dr Shamrock St Residential Lake St Springfield Drive Skyline Dr Residential Clearview Av Elizabeth St Skyline Dr Residential Prospect Rd Springfield Dr Skyline Dr Residential Springfield Dr (W) Springfield Dr (E) Springfield Dr Residential Taft Hill Rd Bridge Ayrshire Drive Residential Charolais Drive Rambouillet Drive Berkshire Drive Residential North End South End Charolais Drive Residential Hampshire Road North End Manchester Drive Residential Taft Hill Road Berkshire Drive Rambouillet Drive Residential Ayshire Drive North End GOLDEN MEADOWS BROWN FARM II MILLER BROTHERS Page 15 of 16 2011 CRACK SEAL and CRACK FILL PROJECT (1999 TO 2005) 9/26/2011 Revised STREET ROAD CLASS FROM TO Berkeley Cir Residential Locust Grove Dr W End Gallup Rd Residential Plum St N End Green Tree Cir Residential Locust Grove Dr West End Jaerger Ct Residential W End Kimball Rd Kimball Rd Residential Elizabeth St Locust Grove Dr Laurel St Residential W End Ponderosa Dr Locust Grove Dr Residential S End Mulberry St Louise Ln Residential Orchard Pl Mulberry St Myrtle Ct Residential W End Tyler St Orchard Pl Residential W End Ponderosa Dr Pear Ct Residential Pear St E End Pear St Residential S End N End Plum St Residential W End Timber Ln Plum St Residential Elizabeth St E End Ponderosa Ct Residential E End Ponderosa Dr Ponderosa Dr Residential Elizabeth St Mulberry St Radcliff Cir Residential Locust Grove Dr W End Rocky Rd Residential Elizabeth St N End Timber Ct Residential W End Tyler St Timber Lane Residential Plum St Orchard Pl Tyler St Residential Plum St Mulberry St Woodvalley Ct Residential W End Tyler St FOX HILLS Black Fox Ct Residential Red Fox Rd E End Kit Fox Ct Residential Red Fox Rd E End Luther Ln Residential Red Fox Rd Wessex Rd Red Fox Ct Residential Red Fox Rd E End Wessex Rd Residential Luther Ln City Limit west of Idledale Dr PROSPECT E Prospect Rd Arterial I-25 CR5 HAC OVERLAY Giddings Rd Arterial Richards Lake Rd Turnberry Mountain Vista Dr Arterial Timberlind Rd Turnberry Rd Richards Lake Rd Arterial Giddings Rd I-25 S Overland Tr Arterial Park W Mulberry St W Trilby Rd Arterial Pvmt Chg West of RR Tracks College Ave MIRAMONT Bluestem Ct Residential Boardwalk Dr S End Switchgrass Ct Residential N End S End Meadow Run Dr Residential Bluestem Dr Boardwalk Dr APPLEWOOD Apple Dr Residential N End S End Apple Blosom Ln Residential Apple Dr Fossil Creek Dr Fossil Creek Dr Residential S Shields St N End Hilldale Dr Residential Pvmt Chg Apple Dr Hillview Ct Residential Scenic Dr E End Jonathan Ct Residential Apple Blossom Ln Fossil Creek Dr Paradise Ln Residential N End Fossil Creek Dr Plateau Ct Residential Scenic Dr S End Pleasant Hill Ln Residential Fossil Creek Dr S End Scenic Dr Residential S Shields St Fossil Creek Dr LOCUST GROVE 2012 REPAIR AREAS Page 16 of 16 SECTION 03500 PROJECT MAPS The following maps are included: 2011 Crack Seal & Crack Fill Project Maps 1. Areas North of Drake Rd 2. Areas South of Drake Rd City of Fort Collins Master Street Plan Stonehenge 2000 Westview Goehring 2004 2004 Blue Spruce 2001 Greenbriar 2002 Greenbriar 2003 Evergreen Park 2000 Hickory St 2000 Old Town 2002 Univ Prk 2000 & 2001 E Laurel 2002 E Lake 2001 Mathews 2004 E Stuart 2001 Stuart/Stover 2002 Pitkin 2004 Doctors Lane 2001 Highlander 2004 Highlander 1999 & 2000 Prospect Estates 2012-2013 Riverside 2001 Prospect Rd 2004, 2005, 2006 Stover 2005 Drake Rd 2005 Andersonville 2003 Alta Vista 2002 Vine Dr 2002 E Lincoln 2002 Busch Dr 2003 Wood St 2003 Maple St Landings 2000 Rossborough 2000 Rossborough 2003 Chaparrall '04 Burns Ranch 2005 Quail Hollow 2004 Coal Bank 2003 Dakota Ridge 2004 Meadows East 2003 Parklake 2004 Nelson Farm 2005 Eastborough 1999 Village East 1999 E Swallow 2002 Stanford 2001 Thundermoor 1999 Southmoor 2000 Thunderbird 2000 Foothills 2001 Creger 2000 Redwing 2002 Meadowlark 2004 W Swallow 2005 Overland Hills 2003 Fox Hills 2012 Four Seasons 2002 Arbor 2001 Willow Park 1999 Woodland 2004 Larkborough 2002 Whalers > > > > > > > R ³I ³I WÕYXZ WÕYXZ WÕYXZ WYXZô WÉYXZ $ "`! S HIELDS COLLEGE VINE DRAKE TRILBY MULBERRY TAFT HILL OVERLAND HARMONY LEMAY DOUGLAS TIMBERLINE HORSETOOTH LAPORTE PROSPECT ZIEGLER WILLOX D 5 4 G CARPENTER LINCOLN MOUNTAIN VISTA TIMBERLINE TAFT HILL LEMAY LEMAY VINE S COUNTY ROAD 9 S LEMAY AVE ZEPHYR RD JFK PKWY E TRILBY RD E PROSPECT RD S SHIELDS ST S TAFT HILL RD INTERSTATE 25 W TRILBY RD S COLLEGE AVE SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF ENVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 3 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 Page 1 of 2 New Construction Activities for Municipalities Description This fact sheet covers new construction activities disturbing less than one acre not subject to a CDPS Construction permit. New construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components such as trails, restrooms, and other structures. Procedures provided are general in nature and can be applied to any scale or type of municipal construction. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures  Obtain all applicable federal, state, and local permits for construction projects.  The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development.  A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan.  A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite.  A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers.  Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be For More Information Name Address City, State Phone e-mail Possible Pollutants Sediment Chemicals Organics Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Page 2 of 2  installed and maintained in accordance with approved design criteria and/or industry standards.  Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring.  Where feasible, grading activities should be scheduled during dry weather.  Best management practices will be periodically inspected and maintained as necessary.  Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted.  Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Employee Training  Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References City of Centennial SOP: New Construction SOP, August 2007. Mesa County, Municipal Operations and Maintenance Program, July 2005. Page 1 of 3 Street, Curb, and Gutter Replacement and Construction Description Procedures involving the replacement and construction of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General  Obtain all applicable federal, state, and local permits for construction projects.  The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development.  A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan.  A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite.  A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. For More Information Name Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw-cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street Sweeping Street Sweeper Cleaning and  Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards.  When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting.  Do not perform concrete or asphalt paving work during wet conditions whenever possible.  Monitor construction equipment for leaks and use drip pans as necessary.  Leaking material containers should be properly discarded and replaced.  Store materials in containers under cover when not in use and away from any storm drain inlet.  Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only.  Locate concrete washout, portable toilets, and material storage away from storm drain inlets.  Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring.  Sweep or vacuum the roadway as needed, during construction and once construction is complete.  Best management practices will be periodically inspected and maintained as necessary.  Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures.  Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction  Do not transfer or load any materials directly over waterways.  Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work  Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface.  Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. Page 2 of 3 Page 3 of 3  Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work  Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses.  Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping  If possible, schedule painting and striping projects during dry weather.  Use thermoplastic or epoxy markings in place of paint whenever feasible.  Use care to prevent splashing or spilling of any liquid material. Follow the Spill Prevention and Response procedure should a spill occur. Employee Training  Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Street, Curb, and Gutter Maintenance For More Information Name Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw-cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street Sweeping Street Sweeper Cleaning and Waste Description Street, curb, and gutter activities include concrete and asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and striping. Procedures involving the maintenance of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General  Protect storm drain inlets and drains with curb socks, rock berms, inlet protection, or drain covers/mats prior to any maintenance activity.  When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings.  Do not perform concrete or asphalt patch work during wet conditions whenever possible.  Leaking material containers should be properly discarded and replaced.  Store materials in containers under cover when not in use and away from any storm drain inlet.  Monitor equipment for leaks and use drip pans as necessary.  Sweep or vacuum the roadway once maintenance activities are complete. Page 1 of 3 Bridge Maintenance  Do not transfer or load any materials directly over waterways.  Secure lids and caps on all containers when on bridges.  Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Maintenance  Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface.  Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant.  Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance  Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks.  Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place.  Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste.  Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping  If possible, schedule painting and striping projects during dry weather.  Use thermoplastic or epoxy markings in place of paint whenever feasible.  The pre-heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre-heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training  Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. Records The following records could be used to document activities performed: Page 2 of 3 Page 3 of 3  Records of employee training with sign-in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 1 of 4 Spill Prevention and Response Description Due to the type of work and the materials involved, many activities that occur either at a municipal facility or as part of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Prevention Control and Countermeasures (SPCC) plans that include procedures for spill response. Proper spill response planning and preparation enables employees and contractors to effectively respond to problems and minimize the discharge of pollutants to the storm sewer system. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures Spill Prevention  Keep work areas neat and well organized.  Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Material Storage procedures.  Provide tight fitting lids for all containers.  Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information.  Store containers, drums, and bags away from direct traffic routes to prevent accidental spills.  Inspect storage containers regularly for signs of leaking or deterioration.  Replace or repair leaking storage containers.  Use care to avoid spills when transferring materials from one container to another. For More Information Name Address City, State Phone e-mail Possible Pollutants Chemicals Toxics Oil Paint Fuel Good Housekeeping Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Related Procedures Fertilizer, Pesticide, and Herbicide Application Heavy Equipment and Vehicle Maintenance Page 2 of 4  Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment.  Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved).  Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly.  Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists.  Inspect each spill kit or locker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service.  Stock adequate personal protective equipment. Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures  Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup.  Determine the source of the spill and stop the spill at its source by closing a valve, plugging a leak, or setting a container upright. Transfer material from a damaged container.  Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties.  Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods.  Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards.  Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only.  Complete all necessary reports. Page 3 of 4 Spill Reporting  A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment.  Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported.  Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies.  Detailed spill reporting guidance can be found at http://www.cdphe.state.co.us/op/wqcc/Resources/Guidance/spillguidance.pdf and http://www.cdphe.state.co.us/hm/spillsandreleases.htm Employee Training  Train applicable employees who perform spill prevention and response on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform spill prevention and response activities. Records The following records could be used to document activities performed:  Records of any major spills and the action taken.  Records of employee training with sign-in sheet. References City of Centennial, Department of Public Works: Good Housekeeping, No Date. City of Centennial, Department of Public Works: Materials Management, No Date. City of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Quality Pollution Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January 2009. Page 4 of 4 Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMP: Spill Response and Prevention, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. Page 1 of 4 Utility and Storm Sewer System Maintenance Description This procedure addresses utility and storm sewer system maintenance. Utilities include power, sanitary sewer, water conveyance systems, and the storm sewer system. Power includes electrical and gas utilities. Maintenance of power may require excavation and reinstallation of lines including open cut trenching or directional boring in landscaped areas or street right of way. Electrical and gas line maintenance ensures services are provided to businesses and households without interruption. The sanitary sewer system is cleaned as part of routine maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and overflows may occur and can result in potential property damage and significant health concerns if not properly managed. Water conveyance systems are flushed and pressure tested as part of routine maintenance. Potable water systems must be properly maintained to ensure delivery of water that meets State and Federal health standards. Failures result in water main breaks that can cause property damage including erosion. The storm sewer system is cleaned as part of routine maintenance and on an emergency basis in the event of flooding. Maintenance will remove pollutants and ensure the system functions properly to avoid flooding. Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. For More Information Name Address City, State Phone e-mail Possible Pollutants Sediment Nutrients Metals Hydrocarbons Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Maintenance Spill Prevention and Response Page 2 of 4 Procedures General  Conduct routine inspection and maintenance on utility and storm sewer systems.  Where feasible, schedule maintenance activities during dry weather.  Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed.  Wash and fuel the jet/vacuum truck per the Heavy Equipment/Vehicle Maintenance procedure.  Properly dispose of vac truck contents.  Stay alert for any signs of illicit discharges. This includes “dry weather” flows or pipes or hoses emptying directly into waterways or the storm sewer system.  Report any suspicious discharges or dumping to your supervisor. Electrical and Gas Utility Maintenance  To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter control, street sweeping, vehicle tracking control, stockpile management and material management BMPs.  Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing  Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line.  Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks  Contain spoils by building berms or installing rock socks around the area of disturbance.  Dewater the excavation by using a vac truck.  Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination.  Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair.  Where needed, install a temporary patch or repave as soon as practicable following the repair.  If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup  Clear line stoppage to prevent backup into house basements and manhole overflows. Page 3 of 4  Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment.  Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts  Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material.  Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway.  Storm sewer system maintenance wastes may be either non-hazardous or hazardous. Solid non-hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non-hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility.  Replace or maintain “no dumping” stencils or plaques as necessary.  Remove trash from trash racks and grated openings. Detention and Retention Ponds  Inspect the outlet works and remove trash or vegetation from the trash racks and grates.  Inspect side slopes of the pond for erosion and reestablish vegetation as needed.  Remove and service fountains and aerator motors as recommended.  Report any suspected water quality problems such as a change in growth or appearance of vegetation.  Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes.  Inspect drainageways for erosion and repair if necessary.  Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways.  Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 4 of 4 Employee Training  Train applicable employees who perform utility and storm sewer system activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform utility and storm sewer system activities. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. Treated Water Discharge Plans for potable water maintenance. Page 1 of 3 Utility and Storm Sewer System Replacement and Construction Description This procedure covers utility and storm sewer system replacement and construction. Utilities include power, storm sewer, sanitary sewer, water conveyance systems. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General  Obtain all applicable federal, state, and local permits for construction projects.  The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development.  A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan.  A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite.  A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. For More Information Name Address City, State Phone e-mail Possible Pollutants Sediment Chemicals Organics Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Maintenance Spill Prevention and Response Street, Curb, and Gutter Replacement and Page 2 of 3  Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, sediment control logs, check dams and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards.  When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting.  Where feasible, grading activities will be scheduled during dry weather.  Do not perform concrete or asphalt paving work during wet conditions whenever possible.  Monitor construction equipment for leaks and use drip pans as necessary.  Leaking material containers should be properly discarded and replaced.  Store materials in containers under cover when not in use and away from any storm drain inlet.  Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only.  Locate concrete washout, portable toilets, and material storage away from storm drain inlets.  Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring.  Sweep or vacuum the roadway as needed, during construction and once construction is complete.  Best management practices will be periodically inspected and maintained as necessary.  Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. Refer to the Spill Prevention and Response procedure for reporting requirements. Page 3 of 3 Employee Training  Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. City of Fort Collins Regulatory and Government Affairs Division Verification Originator Revised Approved Issued Initials LR SS Date Oct. 09 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP—Power Washing (Pressure Washing) wastewater Revision date: 10/19/2009 Page 1 of 3 Persons who will use this ESOP: City staff who perform power washing, and their supervisor/manager. Area of application: A variety of City departments perform power washing. The employee who power washes, and his/her supervisor/manager, will use the information in this SOP to guide their power washing, and supply purchasing, activities. Document location: I:\RGA Division\SOPs\ESOPs Revisions Rev. No. Date Description 001 002 Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records City of Fort Collins Regulatory and Government Affairs Division Verification Originator Revised Approved Issued Initials LR SS Date Oct. 09 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP—Power Washing (Pressure Washing) wastewater Revision date: 10/19/2009 Page 2 of 3 1.0 Purpose 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0 Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 3.1 Power washing wastewater must be prevented from running uncontrolled in the City’s storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or barriers such as inlet covers. Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre-cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape--power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to the stormwater system. E. Wastewater treatment system-- As long as the collected wastewater does not have an oil sheen, has a pH between 5 and 11, and does not contain any hazardous or toxic substances, the wastewater may be disposed of into the City’s wastewater treatment system. 1. If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, City of Fort Collins Regulatory and Government Affairs Division Verification Originator Revised Approved Issued Initials LR SS Date Oct. 09 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP—Power Washing (Pressure Washing) wastewater Revision date: 10/19/2009 Page 3 of 3 please contact the industrial pretreatment office at 221-6938. 2. Disposal into the City’s wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck requires a waste hauler’s permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. F. Truck the waste to a different waste disposal facility. 3.4 Once wastewater has been collected, visible solids remaining in the collection area must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater system. 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that district’s industrial pretreatment coordinator before discharging to their system. 4.0 Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. 5.0 References / Related Documents 5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PolicyandGuidance/powerwash.pdf 5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washing\City power washing guidance.pdf 6.0 Records 6.1 The following records could be used to document activities performed:  Records of employee training with sign-in sheet.  List of power washing activities and departments responsible for conducting power washing. Page 1 of 3 Vehicle Fueling Description Spills of gasoline and diesel fuel on the ground or on vehicles during fueling can wash into a storm drain and cause water pollution. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state and federal codes, laws, and regulations. Procedures General  Fuel vehicles at approved locations (municipal fueling station or offsite fueling station).  Provide spill kits near the municipal fueling location.  If fuel is stored in an above-ground tank, store fuel in enclosed, covered tanks with secondary containment (e.g., concrete barrier or double-walled tanks).  All fuel tanks will be inspected per State and Federal regulations.  Periodically inspect municipal fueling locations for the following:  For above-ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank.  Check for spills and fuel tank overfills due to operator error.  Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly.  Report leaking vehicles to fleet maintenance. For More Information Name Address City, State Phone e-mail Possible Pollutants Metals Hydrocarbons Toxins Good Housekeeping Drip pans Secondary containment Automatic shutoff nozzles Signs Spill response plans Spill cleanup materials Dry cleanup methods Employee training Related Procedures Heavy Equipment/Vehicle Maintenance Outdoor Fleet Maintenance Spill Prevention and Response Page 2 of 3 Vehicle Fueling  Follow all posted warnings.  Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel.  Remain by the fill nozzle while fueling to ensure the nozzle stays in place.  Do not top off the tank of the vehicle once the nozzle has shut off the fuel.  Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills.  Clean fuel dispensing areas with absorbent material.  Never use water to clean up a spill. Mobile Fuel Truck  Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle.  Use secondary containment when transferring fuel from the tank truck to the fuel tank. All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling.  Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. Employee Training  Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed:  Records of employee training with sign-in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fueling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009. Page 3 of 3 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. Spill Prevention Control and Countermeasures Plan. Page 1 of 4 Outdoor Fleet Maintenance Description Although it is recommended that fleet maintenance activities be conducted indoors or under cover, it is sometimes necessary to perform fleet maintenance outdoors (e.g., equipment is too large to fit inside the maintenance building, temporary repairs need to be made before the equipment can be moved to the maintenance building, breakdowns, service calls). Some potential pollutants typically associated with outdoor fleet maintenance activities include oil, antifreeze, brake fluid and cleaner, solvents, batteries, and fuels. Consult the Spill Prevention and Response procedure and the Vehicle Fueling procedure for additional information on those topics. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures Fleet Maintenance  Fleet maintenance should be performed inside whenever possible.  If indoor maintenance is not possible, ensure maintenance is performed in a location where contact with stormwater is minimized, through berming and appropriate routing of drainage.  Provide inlet protection (berms, weighted inlet covers, etc.) for all adjacent inlets when work is occurring in close proximity to a storm drain inlet.  Have absorbent pads and drip pans accessible to capture leaks and spills during maintenance activities.  Keep equipment clean and do not allow excessive build-up of oil and grease. For More Information Name Address City, State Phone e-mail Possible Pollutants Metals Toxins Solvents (degreasers, paint thinners, etc.) Antifreeze Brake fluid and brake pad dust Battery acid Motor oil Fuel (gasoline, diesel, kerosene) Lubricating grease Good Housekeeping Drip pans Tarps Covered outdoor storage areas Page 2 of 4  Perform regular preventative maintenance to minimize the occurrence of leaks and major repairs.  Recycle and/or dispose of all wastes properly and promptly.  Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed.  Clean up spills promptly using dry methods (do not hose down). Consult the Spill Prevention and Response procedure for more information. Cleanup is completed only after absorbent and rags are disposed of properly. Body Repair and Painting  Whenever possible, conduct all body repair and painting work indoors.  Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding. Dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight, then swept and vacuumed. Liquid from wet sanding should not be allowed to enter the storm drain. Never discharge these wastes to the storm or sanitary sewer systems.  Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size.  Clean spray guns in a self-contained cleaner. Do not dispose of cleaner waste in the storm drain.  Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management  Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double-walled tanks). Chemicals should not be combined in containers.  All hazardous wastes must be labeled and stored according to hazardous waste regulations.  Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers.  Store new batteries securely to avoid breakage and acid spills.  Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries.  Conduct periodic inspections of storage areas to detect possible leaks. Page 3 of 4  Do not wash or hose down the storage area except in areas where the wash water will only enter the sanitary sewer drain as an approved discharge. Use dry clean-up methods as often as possible.  Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain.  Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning  Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids.  Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning.  When steam cleaning or pressure washing is used, only discharge wastewater to an oil/water separator connected to the sanitary sewer.  When using solvents, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank.  Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the storm or sanitary sewer systems. Vehicle and Equipment Washing  Vehicles should be washed, whenever possible, in the municipality’s vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training  Train applicable employees on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform outdoor vehicle maintenance. Records The following records could be used to document activities performed:  Record of any major spills and the action taken.  Records of employee training with sign-in sheet.  Heavy equipment and vehicle maintenance logs. Page 4 of 4 References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to fleet maintenance. Chemical purchasing policies. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality’s vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 1 of 4 Heavy Equipment and Vehicle Maintenance Description Regular maintenance of municipal vehicles and equipment, or municipality-contracted vehicles and equipment prolongs the life of the municipality’s assets and prevents the leaking of hazardous fluids commonly associated with normal wear and tear of vehicles and equipment. Potential pollutants generated at vehicle maintenance facilities include oil, antifreeze, brake fluid and cleaner, solvents, batteries and fuels. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures Maintenance activities should be performed inside a maintenance building unless the equipment is too large to fit inside or temporary repairs need to be made before the equipment can be moved to the maintenance building. Consult the Outdoor Fleet Maintenance procedure when it is necessary to perform repairs outside of the facility (breakdowns, service calls, etc.). Vehicle Storage  Monitor vehicles and equipment closely for leaks and use drip pans as needed until repairs can be performed.  When drip pans are used, check frequently to avoid overtopping and properly dispose of fluids.  Drain fluids from leaking or wrecked vehicles and from motor parts as soon as possible. Dispose of fluids properly. For More Information Name Address City, State Phone e-mail Possible Pollutants Metals Toxins Solvents (degreasers, paint thinners, etc.) Antifreeze Brake fluid and brake pad dust Battery acid Motor oil Fuel (gasoline, diesel, kerosene) Lubricating grease Good Housekeeping Drip pans Tarps Covered outdoor storage areas Secondary containment Proper disposal of used fluids Spill cleanup materials Dry cleanup methods Employee training Related Procedures Page 2 of 4 Vehicle Maintenance  Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs.  Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally.  Recycle or dispose of all wastes properly and promptly.  Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting  Whenever possible, conduct all body repair and painting work indoors.  Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system.  Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size.  Do not use water to control over-spray or dust in the paint booth unless this wastewater is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system.  Do not dispose of spray gun cleaner waste in the storm drain.  Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management  Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double-walled tanks). Chemicals should not be combined in containers.  All hazardous wastes must be labeled and stored according to hazardous waste regulations.  Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank).  Store new batteries securely to avoid breakage and acid spills.  Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries.  Conduct periodic inspections of storage areas to detect possible leaks. Page 3 of 4  Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible.  Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain.  Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning  Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids.  Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning.  When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer.  When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank.  Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing  Vehicles should be washed in the municipality’s vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training  Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training.  Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed:  Record of any major spills and the action taken.  Records of employee training with sign-in sheet.  Heavy equipment and vehicle maintenance logs Page 4 of 4 References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality’s vehicle wash area. Spill Prevention Control and Countermeasures Plan. Material Storage Outdoor Fleet Maintenance Spill Prevention and Response Street Sweeper Cleaning and Waste Vehicle Fueling Vehicle Washing Secondary containment Proper disposal of used fluids Spill cleanup materials Dry cleanup methods Employee training Related Procedures Heavy Equipment and Vehicle Maintenance Material Storage Spill Prevention and Response Vehicle Fueling Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling Street, Curb, and Gutter Replacement and Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling Material Storage Materials Management Outdoor Vehicle Maintenance Vehicle Fueling Waste Street, Curb and Gutter Maintenance Maintenance Spill Prevention and Response Street, Curb, and Gutter Replacement and Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling N TIMBERLINE RD REALIGNED VINE S COUNTY ROAD 9 ZIEGLER RD ABBOTSFORD ST S TIMBERLINE RD E DRAKE RD N COUNTY ROAD 9 S TAFT HILL RD LAPORTE AVE W LAKE ST KECHTER RD INTERSTATE 25 N US HIGHWAY 287 DUFF DR N COLLEGE AVE E LINCOLN AVE INTERSTATE 25 E COUNTY ROAD 36 ORILLA DEL LAGO E COUNTY ROAD 38 HICKORY ST S TAFT HILL RD RIVERSIDE AVE W VINE DR S OVERLAND TRL WHEATON DR S LEMAY AVE E HARMONY RD N TAFT HILL RD N COUNTY ROAD 5 CHERRY ST W MOUNTAIN AVE STRAUSS CABIN RD W VINE DR ROLLAND MOORE DR W LAUREL ST N SHIELDS ST E HARMONY RD N COLLEGE AVE E MULBERRY ST E COUNTY ROAD 38 REALIGNED VINE S TIMBERLINE RD TURNBERRY RD CINQUEFOIL LN N US HIGHWAY 287 S SHIELDS ST S TAFT HILL RD REMINGTON ST REALIGNED TIMBERLINE N OVERLAND TRL W MULBERRY ST VERMONT DR E DRAKE RD S LINK LN BOARDWALK DR W TROUTMAN PKWY TICONDEROGA DR SUNCHASE DR WAINWRIGHT DR S SUMMIT VIEW DR FIELDSTONE DR N US HIGHWAY 287 E COUNTY ROAD 50 MOUNTAIN VISTA DR E COUNTY ROAD 52 JFK PKWY E LINCOLN AVE N OVERLAND TRL BUCKINGHAM ST CLARENDON HILLS DR S LEMAY AVE W COUNTY ROAD 38E E STUART ST CONIFER ST W DRAKE RD BOARDWALK DR WILLOW ST S COUNTY ROAD 19 JEFFERSON ST S TIMBERLINE RD INTERNATIONAL BLVD E VINE DR GREENFIELDS CT SOUTHRIDGE GREENS BLVD E HORSETOOTH RD W DRAKE RD RED CEDAR S COUNTY ROAD 5 N LEMAY AVE N SHIELDS ST W HARMONY RD LINDEN ST E STUART ST STOVER ST KEENLAND DR GIDDINGS RD S HOWES ST S SHIELDS ST STOVER ST NANCY GRAY AVE JFK PKWY N COUNTY ROAD 11 S LEMAY AVE SNOW MESA DR N SHIELDS ST W PROSPECT RD E COUNTY ROAD 48 W HORSETOOTH RD S COUNTY ROAD 5 W STUART ST LADY MOON DR CARIBOU DR STOVER ST RIGDEN PKWY W PROSPECT RD RED CEDAR LINDEN ST REMINGTON ST S COLLEGE AVE S SHIELDS ST E ELIZABETH ST INTERSTATE 25 COUNTRY CLUB RD E LAUREL ST S COUNTY ROAD 5 W ELIZABETH ST BOARDWALK DR SENECA ST CENTRE AVE MIDPOINT DR BRITTANY ST MIDPOINT DR ARAN ST E MULBERRY ST BON HOMME RICHARD DR W TROUTMAN PKWY TIMBERWOOD DR W DRAKE RD RESEARCH BLVD SENECA ST TIMBER CREEK DR TERRY LAKE RD E DRAKE RD MATTHEWS ST E LINCOLN AVE AVONDALE RD W LAKE ST RIVERSIDE AVE RIVERSIDE AVE COUNTY ROAD 42C MICHAUD LN W STUART ST S COLLEGE AVE SW FRONTAGE ROAD COUNTY ROAD 54G MILES HOUSE AVE W MOUNTAIN AVE LAPORTE AVE CONIFER ST S MASON ST S COLLEGE AVE REMINGTON ST ROCK CREEK DR GREGORY RD SUNSTONE DR E PROSPECT RD S OVERLAND TRL STOVER ST HAMPSHIRE RD RANGER DR WHALERS WAY CORBETT DR W LAUREL ST W MULBERRY ST CENTRE AVE E SWALLOW RD E STUART ST STARFLOWER DR CORBETT DR RIVERSIDE AVE MANHATTAN AVE FOSSIL CREEK PKWY RICHMOND DR STATE HIGHWAY 392 E SWALLOW RD S TIMBERLINE RD BRITTANY DR W ELIZABETH ST LADY MOON DR E PITKIN ST BROOKWOOD DR W PROSPECT RD W SWALLOW RD TECHNOLOGY PKWY S OVERLAND TRL MEADOWLARK AVE ARAN ST YORKSHIRE ST W PLUM ST COUNTRY CLUB RD N TAFT HILL RD S TAFT HILL RD PONDEROSA DR S TAFT HILL RD W MULBERRY ST REDWOOD ST W STUART ST MARS DR CENTRE AVE SENECA ST STETSON CREEK DR W STUART ST CONIFER ST CUSTER DR E SKYWAY DR W STUART ST STANFORD RD S LEMAY AVE LADY MOON DR RED CEDAR SHARP POINT DR WHEATON DR E TRILBY RD COLONY DR MIDPOINT DR FOSSIL CREEK PKWY LOCHWOOD DR ZIEGLER RD S SHIELDS ST E MULBERRY ST FOSSIL CREEK PKWY MEADOWLARK AVE S COUNTY ROAD 5 STOVER ST E COUNTY ROAD 32 S LEMAY AVE S US HIGHWAY 287 HEARTHFIRE WAY S COUNTY ROAD 9 RIGDEN PKWY E COUNTY ROAD 52 W HORSETOOTH RD W LAKE ST E PITKIN ST KECHTER RD CLARENDON HILLS DR W HARMONY RD WABASH ST HAMPSHIRE RD HIGHCASTLE DR TERRY LAKE RD PARKLAKE DR DUNBAR AVE W MULBERRY ST CONSTITUTION AVE SW FRONTAGE ROAD AVONDALE RD E COUNTY ROAD 36 TERRY LAKE RD HINSDALE DR MORNINGSTAR LN GREAT W ESTERN R AILROAD BNSF RAILROAD 0 0.5 1 1.5 2 2.5 3 Miles City of Fort Collins © Master Street Plan Adopted: March 17, 1981 Note: Other collector and local streets not shown will be developed in accordance with adopted sub-area, corridor, and neighborhood plans of the city. Streets and Arterials outside of GMA are shown for contextual purposes only and are not part of the Master Street Plan. The City of Fort Collins is not fiscally responsible for these improvements. Amended: February 15, 2011 Collector 2 Lanes Arterial 2 Lanes Arterial 4 Lanes Major Arterial 6 Lanes > Potential Grade Separated Rail Crossing R Potential Interchange City Limits Collector 2 Lanes - Outside GMA Arterial 2 Lanes - Outside GMA Arterial 4 Lanes - Outside GMA Major Arterial 6 Lanes - Outside GMA Interstate Streets Railroads Unincorporated Land in GMA Outside GMA Amended: February 15, 2011 Printed: March 04, 2011 2001 New Bedford 2001 Golden Meadows 2004 Golden Meadows 2005 Sunstone Village 2000 & 2003 Oakridge Miramont 2000 & 2003 2012 Paragon Point 2005 Oak Leaf 2003 Village at Southridge 2004 Saturn 2001 Applewood 2012 Clarendon Hills 2003, 2004, Added Trilby Rd 2012 CITY Yr: 2002 Yr: 2000 Yr: 2001 Yr: 1999 Yr: 2003 Yr: 2004 Yr: 2005 Yr: 2004 Yr: 2000 Yr: 2000 Yr: 2002 Yr: 2000 Yr: 2005 Yr: 1999 Yr: 2004 Yr: 2000 Yr: 2005 Yr: 2004 Yr: 2001 Yr: 2003 Yr: 1999 Yr: 2001 Yr: 2004 S SHIELDS ST S TAFT HILL RD S COLLEGE AVE S TIMBERLINE RD S LEMAY AVE W DRAKE RD E DRAKE RD ZIEGLER RD E TRILBY RD W TRILBY RD W HORSETOOTH RD W HARMONY RD W C O U NT Y ROA D 38E BI G H O RN X ING W SWALLOW RD CORBETT DR HIDDE N S P R I NG S R D B O A R DW A L K DR E HARMONY RD S E N E C A S T S CE N T E N NIA L DR CUSTER DR MCMURRY AVE W A B A S H S T W H E ATON D R CHASE DR F O S S I L C R EEK P K W Y ROCK CREEK DR CARIBOU DR O A KRID G E D R SU N S TO N E D R TUL A N E D R MCCLELLAND DR WE S T R IDGE DR FOS S I L CRE E K DR KYLE AVE LYNDA LN LA EDA LN W TROU T MAN P K W Y ROYAL DR T I L D E N S T OLD MILL RD C E N T E N N I A L R D S COUNTY ROAD 9 ZEPHYR RD E AGL E D R E SKYWAY DR H I N S D A L E DR YORK S H I R E ST PLATTE DR CREST RD LA D Y M O O N DR P A L M E R D R KEN T AVE GOODELL LN RED FOX RD I M P ERI A L D R LIMON DR E SATURN DR PA R K L A K E DR T I M B ER W O O D D R D E N V E R D R E M O N RO E DR H U N T I N GT O N HILLS D R MOORE LN IDL E D A L E DR A P P LE D R KECHTER RD PICADILLY D R CANBY WAY MOFFETT DR VIVIAN ST SCE N I C DR S A BER C A T D R W A P I T I R D W E S T C H A SE R D AUTOMATION WAY HILLDALE DR R E D M O UNT A I N D R STONEHAVEN DR S I L V E R G ATE R D MEAD ST VERMONT DR T I M B E R CRE E K D R BIS ON RD PARA G O N PL MIDWAY DR HEPPLE W H ITE C T E COUNTY ROAD 36 RICK DR IVY ST LAREDO LN GINDLER RANCH RD ENFIELD ST B U C H ANA N S T OVERL O O K DR ANIKA DR ROOK E R Y RD LINDA LN EASTBROOK DR PAVILION LN HIDDEN POND DR FORRESTAL DR FOX HILLS DR S KI M M E R H O R N ST ALAMO AVE WILLOW SPRINGS WAY KUNZ CT CRANE DR CO UN C I L T R E E AVE MILL STONE WAY PRIMR O S E LN M A E S T KR I S R O N RD H U M M E L L N ORBIT WAY DO LAN ST ADOBE DR B R I T T A N Y S T HEAR T H S T O N E DR PATTERSON PL GLOBE CT LAKE VIEW DR PACIFIC CT GATLIN ST I N D I G O C I R N MILKY WAY HILLSIDE DR ZU N I C I R APPL E BLOSSOM LN WINCHESTER DR MERCY DR PARKLAKE CT MESAVIEW LN OAK PARK DR CORNERSTONE DR PRAIRIE HILL DR C LYMER CIR JOHNS LN GARY DR FROMME PRAIRIE WAY YUMA CT COUNTRY SQUIRE WAY LIVING SPRINGS LN FELTLEAF CT STONEGATE DR BELVEDERE CT SOLAR CT PORTNER RD IVA CT BEAR CREEK DR PASSWAY HAXTON DR DRIPPING ROCK LN MCGRAW DR KENT WAY NITE CT WESTRIDGE CT SUNBURST DR FAIRWAY FIVE DR CHENEY DR APPLETON CT GR AY FOX RD FANTAIL CT MOORE LN ZIEGLER RD KECHTER RD S COUNTY ROAD 9 TIMBER W O O D DR Yr: 2003 Yr: 2000 Yr: 2004 Yr: 2005 Yr: 2003 Yr: 2004 Y r: 2004 Yr: 2004 Yr: 2003 Yr: 2005 © Rehab 1999 - 2005 Additional Areas 2012 Areas Slurry 1999 - 2005 City Limits Revised: September 24, 2011 2011 Crack Seal & Crack Fill Project Areas South of Drake Rd 2002 Oak St 2004 Sherwood 2001 Loomis Grandview 1999 2002 City Park 2003 Crestmore 2002 Pioneer 2002 Laurel St 2005 W Lake 2001 Sheely 2000 Bennett 2000 Elizabeth 2003 & 2004 Miller Bros 2005 Locust Grove 2005 Miller Bros 2000 & 2002 Tenth Green 2003 Hampshire 2000 Fairbrooke 2003 Brown Farm I 2005 Brown Farm II 2005 Constitution 1999 Center 2003 Worthington 2004 Hillpond 2002 Highlander 1999 Drake Rd Added HAC Overlay 2012 Prospect Rd 2012 CITY Yr: 2004 Yr: 2003 Yr: 2000 Yr: 2002 Yr: 2005 Yr: 2001 Yr: 1999 Yr: 2000 Yr: 2000 Yr: 2005 Yr: 2004 Yr: 1999 Yr: 2001 Yr: 2001 Yr: 2005 Yr: 2000 Yr: 2004 Yr: 1999 Yr: 2001 Yr: 1999 Yr: 2000 Yr: 2003 Yr: 2003 Yr: 2004 Yr: 2004 Yr: 2003 Yr: 2003 Yr: 2002 Yr: 2003 Yr: 2000 Yr: 2005 Yr: 2004 E VINE DR INTERSTATE 25 E PROSPECT RD LAPORTE AVE W DRAKE RD E DRAKE RD W PROSPECT RD N SHIELDS ST E MULBERRY ST S LEMAY AVE W MULBERRY ST S TAFT HILL RD N OVERLAND TRL W OAK ST S TIMBERLINE RD S OVERLAND TRL W ELIZABETH ST E LINCOLN AVE RICHARDS LAKE RD BAY RD N TAFT HILL RD N COLLEGE AVE REMINGTON ST E STUART ST W VINE DR S E F R O N TAGE RD COUN T R Y C L U B R D SW F R ONT A G E R D S COUNTY ROAD 5 NE F R O NTA G E RD STOVER ST COUNTY ROAD 54G MOUNTAIN VISTA DR B U S C H DR N US HIGHWAY 287 W PLUM ST W LAKE ST ELM S T E PITKIN ST S SUMMIT VIEW DR N TIMBERLINE RD N COUNTY ROAD 5 W S T UA R T S T CONIFER ST E W I L L O X L N FRONTAGE RD W WILLOX LN GIDDINGS RD C E N T R E A VE LOCUST ST L I N D E N L A K E R D PONDEROSA DR RAMPART RD 12TH ST MAPLE ST G R E G O R Y RD E COUNTY ROAD 50 E COUNTY ROAD 48 9TH ST L A WTO N L N S Y K E S D R MICHAUD LN E LOCUST ST MATHEWS ST ELGIN CT N SUNSET ST E M I G H S T E LAKE ST E COUNTY ROAD 52 N L I N K L N MCLAUGHLIN LN IRISH DR TYLER ST CA N A L D R WAKONDA DR N LOOMIS AVE TURNBERRY RD DEAN DR HAVEL AVE VA L LE Y F O R G E AVE A Z A L E A D R HEATH PKWY FOXTAIL ST ZURICH DR SUMAC ST N HOLLYWOOD ST AIRWAY AVE BALLARD LN CHERLY ST S P A U LDI N G L N N SHERWOOD ST S COUNTY ROAD 9 C O N Q U ES T ST MAINSAIL DR HEADWATER DR S H A R P P O I N T D R BINGHAM HILL RD CYPRESS DR PECA N S T KITCHELL WAY N MELDRUM ST CAMP F I R E D R ON RAMP DARTMOUTH TRL IN T E RN A T I O NAL B LVD CELTIC LN LYON S ST R O S S DR OFF RAMP BA N N OC K S T LAKEVIEW DR GREENFIELDS DR ASH DR CONEFLOWER DR MERGANSER DR SPRINGER DR BIPLANE ST LIMON DR BRENTON DR QUEST DR DOUBLE TREE DR C H E SAP EAKE DR LIBERTY DR CARRIAGE RD O R I L L A D E L L A G O E R I DGECREST RD WYAN D O T T E DR LYNN W OOD D R SHILO DR MILES HOUSE AVE GLENLOCH DR BENNETT RD W OLIVE ST DELOZIER DR W LAUREL ST S IMPALA DR W MYRTLE ST WEICKER DR VERNON DR COTTONWOOD POINT DR MEADOW LN COMET ST AMHERST ST HOLLY WAY ERIC ST BRUMBY LN LA N C ER D R RUIDOSA DR DONELLA CT FORD LN CHEVIOT DR CRUSADER ST BERWICK CT MAID MARIAN CT VICOT WAY ISLAND LN LA PAZ DR HARVESTER ST MERCER DR SECCOMB ST LAWRENCE DR LELAND A VE S VIEW DR PLEASANT ACRES DR N TAFT HILL RD ON RAMP W V INE DR VICOT WAY W LAKE ST ON RAMP OFF RAMP ON RAMP OFF RAMP INTERSTATE 25 ON RAMP W LAKE ST TURNBERRY RD Yr: 2002 Yr: 2003 Yr: 2004 Yr: 2005 Yr: 2002 Yr: 2002 © Rehab 1999 - 2005 Additional Areas 2012 Areas Slurry 1999 - 2005 City Limits Revised: September 24, 2011 2011 Crack Seal & Crack Fill Project Areas North of Drake Rd 2005 STREET REPAIRS Page 13 of 16 Kent Way Residential Bronson St Churchill Ct Lindsey Ct Residential Lindsey St W End Lindsey St Residential Bronson St Newcastle Ct Page 10 of 16 2000 STREET REPAIRS Page 2 of 16